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1249 BEACH AVE - PERMIT RES18-0133 � L`7 r CITY OF ATLANTIC BEACH ss� 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE_LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0133 Description: new single-family home (cottage &driveway to remain) Estimated Value: 585019.55 Issue Date: Expiration Date: PROPERTY ADDRESS: Address: 1249 BEACH AVE RE Number: 170292 0000 PROPERTY OWNER: Name: BOENEKE DEMORY Address: 7093 OX BOW RD TALLAHASSEE, FL 32312 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: GRIDER CONSTRUCTION INC Address: 2057 VELA NORTE QA GARY C GRIDER ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. J =s1 Conditions City J J Beach • Permit Number: RES18-0133 Description: new single-family home(cottage&driveway to remain) Applied:4/4/2018 Approved:4/24/2018 Site Address: 1249 BEACH AVE Issued: Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner: BOENEKE DEMORY Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ N0 ADDED DATE REQUIRED DATE SATISFY DATE' TYPE STATUS' , DEPARTMENT CONTACT REMARKS 1 4/10/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Notes:: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary.' If field coordination is need,ed,zall 247-5834. 2 4/11/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes;sewer cleanouts and valve covers are set to grade and visible. 3 4/11/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore ,Notes:,. u A sewer cleanout must be installed.at the propertyeline. Cleanout must,be covered with amRT1 concrete box with metal lid. Cleanout to be set to grade.'and visible. - 4 4/11/2018 DRIVEWAY APRON INFORMATIONAL + I I PUBLIC WORKS Scott Williams Notes. . All concrete driveway aprons must be 5"thick,4000 psi,with fibermeshfrom edge of pavement to the-property line. Reinforcing rods or mesh are not allowed in the rigk-of-way. (Commercial driveways-6"thick). 5 4/11/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes" Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of constructioh. Printed: Monday,30 April,2018 1 of 2 ��" , sd p • iti ofis � � ■ea • 6 4/11/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 7 4/11/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: ' Roll off container company must be on City approved list(Advanced Disposal',Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 8 4/11/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: . Full right=of-way restoration,Includingsod,is required.,'`' t' 9 4/11/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: AlLrunoff must remain on-site. Cannot raise lot elevation. 10 4/11/2018 ADDITIONAL COMMENTS PUBLIC INFORMATIONAL 1 7 WORKS PUBLIC WORKS Scott Williams Notes: Every.effort should be-make to use pervious pavers if possible.- 11 ossible:11 4/11/2018 ADDITIONAL COMMENTS PUBLIC INFORMATIONAL WORKS PUBLIC WORKS Scott Williams Notes: Stormwater runoff must.not drain to neighbor's property before,during or after construction. Printed: Monday,30 April,2018 2 of 2 City of Atlantic Beach APPLICATION. NUMBER Building Department (To tie`assigned by the Building Department) 5 800 Seminole Road _ K , P. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0-,-1 R 2 �-�1 De moment review required Yes No - 711'n Applicant: 0'l.r' �.q �,�S vl L�bn o in Tree Administrator Project: Y� �-J Si R�`�— ��M ��{ \(V)t"'A Q du wo blItUtilities Public Safety Fire Services Review fee $" Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: ?BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ful"FICE Building Permit Application ;1 Updated 12/8/17, City of Atlantic Beach 4 20?8 _ APR 800 Seminole Road,Atlantic Beach,FL 32233 ....................... Phone:(904)247-5826 Fax:(90¢)247-5845AX-33 Job Address: 1��/ �e��i /71/�C6��i(�� 3PermitiVumber. Legal Description.d !&!ro-i Nk sl Makgw4 . P1 RE# Valuation of Work(Replacement Cost) --$••++�� Heated/Cooled SF s�^Non-Heated/Cooled • Class of Work(Circle one):C.51�arJAddition Alteration Repair Move Oem�•o.�Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial • If an existing structure,Is afire sprinkler system installed?(Circle one): Yes No :N/A • Submit a Tree Removal Permit Application If any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information �e Name: AaYV 60NCke Address: ��,I7 _ �J47'z City State Zip . Phone E-Mail Owner or Agent(I Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: gP" f � /� eo Qualifyi g ent: Address 6 " r City 44 State F7 Zip _ Office Phone -4 s Job Site/Contact Number State Certification/Regi ration#<F4 I3.2 E-Mail Architect Name&Phone# M 1-#Ve4* A 679_ Engineer's Name&Phone#COK� k A,- vol AaA 417 4767 Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal lation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, war WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etrx� W_1011119 MIN rli oe i I + - OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that a!!work will be done in compliance with all i�'EN applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA NG, CONSULT WITH YOUR LENDER OR N ATTORNEY B FORE RECOV,DING=YOICE OF OMMENCEMENT. i ature.of Owner or Agent} (Signature of Contractor) (includingcontractor) eday Signed and sworn to jar affirmed)before me this of Signed and sworn to(or affirmed)before me this day of �! by r i 6-D1 S by (Signature of Notary) ( ture of Notary) �rsonally Known OR (- ersonally Known OR ( ]Produced Identification , ;Rid SANDRA CARROLL STR uced Identification Yd Type of Identification: •p = Identification: .`� .. JENNIFER JOHNSTON ?, Iff My COMMISSION p FF963686 r ;+. MY COMMISSION#GG M 84 EXPIRES FQbruary 23.2020 r,�; EXPIRES:October27,2020 '.,o! ,.•• s+,Eovj1,a.•' BondedThruNotaryPubl'ioUnderwtm FkskfaNuW v$*vica om+ "nn NOTICE OF COMMENCEMENT State of 0F I'10 E C 0 P rax Folio No. County of DVI/0J To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in its -O`TIC O�F�COMME JC 'ENT. �y Legal Description of property being improved: `��?/�_�� /� G��!� 323 Address of property being improved: General description of improvements: C'�l�l�cG► Gr C7L��1 S�� +� �� 'a" 6��S�� Owner: Dp/a(5/� J3 �i e Address: 76 fk; al G 3 2 Owner's interest in site of the improvement: F h Fee Simple Titleholder(if other than owner): Name: C tractor: 61U& Address: o6--2 l�,`CiIC—��y�,/��T� Telephone No.:fa I -2 4a- Fax No: Surety(if any) Address: Amotmt of Bond$ Telephone No: Fax N Name and address of any person malting a loan for the construct' of the improvetnents Name: Address: Phone No: Fax No: Name of person within the State of Florida ther than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone N/oer Fax No: In addition to himsegnates the followingperson to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Floridain at Owner's 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 different date is specified): 3 1145% R pa6 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: d Before me this day of C in the County of Duval,State Doc#2018055131,OR 8K 18308 Page 919, Of Florida has personally appeared 1 0✓ Number Pages:1 Notary Public at Large,State of Florida,County of4)tivnl. `1�Dir ` Recorded 03/08/2018 11:25 AM, My commission expires: I d' Z RONNIE FUSSELL CLERK CIRCUIT COURT DUVALKnown-, STACEY HUT or Personally y,' tE of Flo COUNTY �� ,:. otary u t=� RECORDING $10.00 Produced Identificati ny gym melon{t6CT480560— Comm.Expires Jan 8.2022 0 a „� � ;oroughNadona NotarjAssn. CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 i REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date +14*11 Revision to Issued Permit Corrections to Comments #0"' Permit# Project Address 12 41 . lra-c l UG Contractor/Contact Name e-+•0 v P4 6tr PhonegD `"40 — EmailCTr��Cpp�QfY�C /W 4,:: Description of Proposed Revision/Corrections: Permit Fee Due 5,0-.00 Additional Increase in Building Value $ Additional S.F.�°i�/}2 By signing below,I x 6-6J / affirm the Revision is inclusive of the proposed changes. printed name) y•�G e� Sign ure ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department PP P Revision/Plan Review Comments Department Review Required: uIldit, /771 Planning &Zoning Reviewed By Tree Administrator g lic Wor ks U-ilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE CQ PY ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: Permit#: � S' Review Status: RE#: 170292 0000 Applicant: GRIDER CONSTRUCTION INC Property Owner: BOENEKE DEMORY Email: GRIDERCONSTRUCTIONINC@YAHOO.COM Email: demorysb@aol.com Phone: 9044634606 Phone: 9044634606 THIS REVIEW IS ONE.OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or ew correction items will not be accepted Correction Comments: is A completed 2nd set of Product Approval Information Sheets is needed, one goes into your file at the Building Department; and one goes to the job site. 2. 2 copies of the ICC-ESR reports on the spray foam insulation is needed. 3. Both copies of the ENERGY PERFORMANCE.LEVEL DISPLAY CARDS need to be filled out. 4. The Engineer of Record shall sign and seal and date 2 copies of the engineered truss plans. You may retrieve both sets from the Building Department. C0 Building o� CY� Mike Jones v Building Inspector/Plans Examiner City of Atlantic Beach > \ 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Q.PV1e Al Comvv.Pn �'T `//#o/add N'V()"*' Resubmittal Notes: City of Atlantic Beach APPLICATION NUMBER � ? Building Department (To be assigned by the Building Department.) 1 800 Seminole Road Atlantic Beach, Florida 32233-5445 �L S ( � Phone(904)247-5826 • Fax(904)247-5845 I E-mail: building-dept@coab.us Date routed: y City web-site: hftp://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t,�q 2 QC-�l A 1 D ment review required Yes No Applicant: C'� T Tree Administrator Project: T�tL ) S'n��C,— ublic Utilities Public Safety Fire Services Review.fee $. Dept Signature^ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING g`PLANNING,&ZO,NING,;p Reviewed by: // / Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 9APar ��° STATE OF FLORIDA 4° DEPARTMENT OF ENVIRONMENTAL PROTECTION . °. Division of Water Resource Management 2600 Blair Stone Road—Mail Station 3522 Tallahassee,Florida 32399-2400 PERMIT NUMBER: DU-515 PERMITTEE Demory Boeneke c/o Kevin Partel,President Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St.Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description,was filed by the applicant/permittee named herein on November 3,2017, and determined to be complete pursuant to rule on November 3,2017. However, on January 31, 2018, and subsequent dates, the applicant waived the 90-day time limit imposed on the Department for processing completed applications pursuant to Chapter 120, Florida Statutes, until March 28, 2018. The proposed project is to be located landward of the 30-year erosion projection. There is no uniform line of construction established by existing major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons,the Department finds that upon compliance with the permit conditions,the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties;that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application;authorizes construction and/or activities at the location indicated below in strict accordance with the project description,the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: March 28,2021 LOCATION: Between approximately 252 feet and 326 feet north of the Department of Environmental Protection's reference monument R-48 in Duval County. Project address: 1249 Beach Avenue, Atlantic Beach PROJECT DESCRIPTION: Two-Story Single-Family Dwelling 1. Location relative to control line: A maximum of approximately 151.7 feet seaward, as measured to the southeast corner of the lanai. 2. Exterior dimensions: Approximately 85.7 feet in the shore-normal direction by 42.8 feet in the shore- parallel direction. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 2 3. Type of foundation: Pilings. 4. Finished Floor Elevation: +19.3 feet(NAVD). Swimming Pool with Seaward Trough 1. Location relative to control line: Approximately 191.5 feet seaward 2. Exterior dimensions: Approximately 44.7 feet in the shore parallel direction by 27.0 feet in the shore- normal direction. 3. Type of foundation:Piles. 4. Deck elevation of swimming pool: +18.7 feet(NAVD). 5. Bottom elevation of swimming pool shell: +13.2 feet(NAVD). 6. Maximum depth of swimming pool: 5.0 feet. 7. Total volume of excavation: Approximately 124 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 275 cubic yards. Volume of net excavation: None. All excavated material will be used on site for fill. 2. Location of excavation: From approximately 65 feet to 190 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 275 cubic yards. 4. Location of fill to be placed: From approximately 37 feet to 192 feet seaward of the control line, including areas east of the pool. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 3. 2. Paver pool deck, varying in width from 12.5 feet(shore-normal) to 8.0 feet(shore-parallel), extending a maximum of approximately 191.5 feet seaward of the control line. 3. A set of concrete steps connecting the north and south ends of the paver pool deck with,the existing concrete slab on the seaward side of the existing concrete bulkhead. 4. A paver driveway on the northwest corner of the property. 5. A paver walkway along the north side of the property, connecting the driveway to the pool deck. 6. A paver walkway along the south side of the dwelling, connecting the existing landward guest house and garage to the pool deck. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 3 7. A 4-foot high aluminum pool fence along the north, east, and south sides of the property, extending a maximum of 192 feet seaward of the control line,out to the existing buried concrete bulkhead. 8. HVAC units and pool equipment along the north side of the dwelling. 9. An outdoor shower on the north side of the dwelling. 10. A circular fire pit located on the south side of the dwelling. See Special Permit Condition 5. 11. Landscape plantings. 12. Exterior and pool lighting, See Special Permit Condition 6. SPECIAL PERMIT CONDITIONS: I. Prior to commencement of construction activity authorized by this permit,a preconstruction conference shall be held at the site among the contractor,the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trey.hatchQdep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the seaward work limits. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department. 3. All rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. 4. All imported fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris,rocks,or other foreign matter.A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 5. The fire pit must be fully shielded such that the flame is not visible from the beach during marine turtle nesting season. If any of the lights or the fire pit flame become visible from the beach or disorient nesting or hatchling sea turtles at any time,they must be modified such that they are no longer directly visible from the beach. 6. All lighting shall be installed and maintained as depicted in the approved lighting schematic.All fixtures on the seaward and sides of the dwelling shall be shielded and equipped with black baffles.Underwater pool lighting shall be amber or red LED or equivalent and provide no more than%2 foot candle per square foot of pool surface area. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However,if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation.No additional permanent exterior lighting is authorized. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 4 7. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit.General Permit Conditions 1(q), I(r),and I(s)pertain to written reports-which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report(DEP Form 73-111), 1(r) Foundation Location Certification (DEP Form 73- 114B),and 1(s)Final Certification(DEP Form 73-115B)are available by clicking on the following link htt ://www dep state flus/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. GENERAL PERMIT CONDITIONS (1) The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department.A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department,and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (e)The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to construction or any activity under the permit,which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f)Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g)The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit.Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (h)All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line; and shall be free of coarse gravel or cobbles. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 5 (i)If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. 0) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or,by authorization of the Department,with other native salt-tolerant vegetation suitable for beach and dune stabilization.Unless otherwise specifically authorized by the Department,all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise— shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m)If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside)of 45%or less through the use of tinted glass or window film. (o) The permit has been issued-to a specified property owner and is not valid for any other person unless formally transferred.An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Department. The transfer request shall be provided on the form entitled "Permit Transfer Agreement"—DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. (p)The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q)For permits involving major structures or activities,the permittee shall submit to the Department per progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring, the reports shall be certified by an engineer licensed in the State of Florida.The pennittee or engineer,as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans,project description,or conditions of the permit.The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Department using the form entitled "Periodic Progress Report"—DEP Form 73-111 (Revised 6/04), which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 6 (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to Chapter 472,F.S.,and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled"Foundation Location Certification'—DEP Form 73-114B (Revised 9/05), which is hereby adopted and incorporated by reference.Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s) For permits involving major structures, the permittee shall provide the Department with a report by an engineer or architect licensed in the State of Florida within thirty (30) days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work,not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a),F.A.C. If none of the permitted work is performed, the permittee shall inform the Department in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled"Final Certification"DEP Form 73-115B (Revised 9/05),which is hereby adopted and incorporated by reference. (t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size,location,or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. (2)The permittee shall not commence any excavation,construction,or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease,license, easement,or other form of consent authorizing the proposed use. (3)The permittee shall obtain any applicable licenses or permits required by Federal,state,county,or municipal law. (4)This permit does not authorize trespass onto other property. (5) In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. (6) Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, or by telephoning (850) 245- 8336. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased,nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 7 NOTICE OF RIGHTS This action is final and effective on the date filed with the Cleric of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57,F.S.,before the deadline for filing a petition. On the filing of a timely and sufficient petition,this action will not be final and effective until further order of the Department.Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under Sections 120.569 and 120.57,F.S.Pursuant to Rules 28-106.201 and 28-106.301, F.A.C.,a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number,if known; (b) The name, address, and telephone number of the petitioner;the name,address,and telephone number of the petitioner's representative,if any,which shall be the address for service purposes during the course of the proceeding;and an explanation of how the petitioner's substantial interests are or will be affected by the agency detennination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none,the petition must so indicate; (e) A concise statement of the ultimate facts alleged,including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action,including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk)in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3),F.A.C.,petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S.,must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3),F.S.,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first.The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing) under Sections 120.569 and 120.57,F.S., or to intervene in this proceeding and participate as a party to it.Any subsequent intervention(in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205,F.A.C. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 8 Extension of Time Under Rule 62-110.106(4), F.A.C.,a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing.The Department may,for good cause shown,grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing.A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. The applicant,or any party within the meaning of Section 373.114(1)(a)or 373.4275,F.S.,may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275,F.S.Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68,F.S.,by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35,3900 Commonwealth. Boulevard,Tallahassee,Florida 32399-3000)and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal.The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. PERMITTEE: Demory Boeneke PERMIT NUMBER: DU-515 PAGE 9 EXECUTION AND CLERKING Executed in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Tony McNeal,P.E.Administrator Coastal Construction Control Line Program CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: Kevin Partel,Coastal Consulting&Restoration,P.A.,kevinpartel(@gmail.com Trey Hatch,FDEP Field Inspector,trey.hatchadep.state.fl.us Dan Arlington,City of Atlantic Beach Building Department,darlington@coab.us FILING AND ACKNOWLEDGMENT FILED, on this date,pursuant to Section 120.52,F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. 03/28/2018 Clerk:" Date A� CERTIFICATE OF LIABILITY INSURANCE DATA/ZI2O18 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Nick Allen,CRI$ The Holmes Organisation NAME:PHONE FAX 11512 Lake Mead Avenue No EO!9O4-645-3804 A/c No);904-645-3805 Suite 802 ADDRESS: nallen@holmesorg.com Jacksonville FL 32256 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Rockhill Insurance Co. 28053 INSURED RIVECIT-10 INSURERB:Old Dominion Insurance CO 40231 River City Waterproofing, Inc. 5151 Sunbeam Road INSURER C: Suite 22 INSURERD: Jacksonville FL 32257 INSURER E: INSURER F: COVERAGES - CERTIFICATE NUMBER:802204227 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDNYYY POLICY LIMITS LTR A X COMMERCIAL GENERAL LIABILITY GENLD2218900 3/13/2018 3/1312019 EACH OCCURRENCE $1,000,000 DAMAGETO CLAIMS-MADE �OCCUR PREMISES Ea occurrence $300,000 MED EXP(Anyone person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY 0 JECTPRO F-1LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER $ B AUTOMOBILE LIABILITY B1P1208G 3/13/2018 311312019 COMBINED SINGLE LIMIT $ Ea accident 1 000 000 IAMAGANY AUTO BODILY INJURY(Per person) $ ALL OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY Yaccident E $ AUTOS A UMBRELLA UAB X OCCUR FF02219000 3/13/2018 311312019 EACH OCCURRENCE $3,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $3,000,000 DED I X I RETENTION$ $ WORKERS COMPENSATION PER 15TH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ yes,describe under DE.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 1 D1,Additional Remarks Schedule,may be attached if more space is required) JOB:KAUFMAN HOUSE 727 PONTE VEDRA BLVD. PONTE VEDRA BCH,FL 32082 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Grider Construction Inc. ACCORDANCE WITH THE POLICY PROVISIONS. Gary Grider 2057 Vela Norte Cir. AUTHORIZED REPRESENTATIVE Atlantic Beach FL 32233 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 0-'t;1Z 7 N 800 Seminole Road U_ Is Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-11 584A R 05 P E-mail: building-dept@coab.us Date routed: Ll City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: QC,� De -ment review required Yes No ul Applicant: r "L Tree Administrator Project: X'� Wo ,u—5Zi fflUtilities ' 0 Public Safety Fire Services Dept-Signature—evieW fee $_ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: M/Approved. []Denied. E]Not applicable (Circle one.) Comments: BUILDING /K P10AE it D I W6k---b LUM4A PLANNING &ZONING ADMIN. Reviewed by: v Date: krTREE Second Review: []Approved as revised. DIDenied. []Not applicable PU 9 5 PC'WVV OFw Comments: -_U, PU LIC SAFET Reviewed by: Date: FIRE SERVICES Third Review: F]Approved as revised. OlDenied. ONot applicable Comments: Reviewed by: Date: Revised 05/1912017 �.,� . City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-S834 NEW WATER/SEWER TAP REQUEST Date — 9- 19 Project Address 12d19 Z707C.-Y �VyI Number of Units Commercial Residential ✓ Multi-Family r/ New Water Tap(s)&Meter(s) Meter Size(s) I New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CPTYSTAFF USE ONLY Application# 0/-'3-3 t Water System Development Charge $ nC- S Sewer System Development Charge $ 6vB // Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $_ 50, 00 Other $ TOTAL $ 50, 0 (Notes) APPROVED Kayle Moore, P.E. X c(T Date 40 / Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To,be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904) 24 158 i" APR 0 5 2018 Date Ll '-t E-mail: building-dept@coab.us -i IJ . routed: City web-site: hftp://www.coab.Lis L BY. APPLICATION REVIEW AND TRACKING FORM Property Address: �t ctc,(-1 Ai k De aient review required_ Yes No uA Applicant: r "L t)y) C2PJI;�ahninq &�Zonitna Tree Administrator Project: (Y" S \A O'n00 .o„ . P U— bliC Utilities Public Safety Fire Services --b-0-6-t—S- igneltute Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers . Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DApproved. [/Denied. ONot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b a Date: TREE ADMIN. Second Review: [/Approved as revised. OlDenied. E]Not applicable VP U�Bff&V�VMRXW- Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by"'/eDate:�"e FIRE SERVICES Third Review: F]Approved as revised. E]Denied. ONot applicable Comments: Reviewed by: Date: Revised 05/19/2017 s. -CITY OF ATLANTIC BEACH r_ 5s' 800 Seminole Road APR 1 � 201 ' Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date4'14-11 Revision to Issued Permit Corrections to Comments +'**'� Permit#.R ir5 L - [3 Project Address �, 41Beac� V6 1 ' /�' �r;derContractor/Contact Name-6 6+ oe ? P4 tau Y Phone504-4 -4606 Email J 6Y ,- bN A � loth Description of Proposed Revision/Corrections: Permit Fee Due $ i SSi Aat JaTLI'p, '&-; b-P 0 4 W, ade 1 a evra Additional Increase in Building Value $ ,r/�!'� Additional S.F.�'i By signing below,I x- 6 / ;At- affirm the Revision is inclusive of the proposed changes. rinted name) Sign ure ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: uildi Planning &Zoning eviewed By Tree Administrator OV'" u clic'' •rks� fit'hies Public Safety Elate Fire Services .. ,. rr,: REVOCABLE ENCROACHMENT_AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach;Florida, a municipal corporation organized and existing under the laws of the."State of Florida,hereinafter referred to as."CITY'.'and of"Atlantic Beach;Florida;hereinafter referred to as."USER".. WITNESSETH: That the CITY does hereby grant.the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described : " " - .as Anyfacility maintained, repaired, erected;.and/or.installed in the exercise of.the privilege'granted remains subject to relocation or removal on thirty-(30). days' _notice by CITY to.USER,.said notice to USER shallbe given by certified mail,_return receipt requested,to:the following address - • In the event it is necessary.for the.CITY or the City's approved representative.or other•franchised utility to enter . upon the above described easement or property of the CITY,the USER shall replace at the USER's sole expense; any and all.material necessarily displaced during the action of maintaining, repairing, operating, replacing.or adding to-of the utilities and facilities of the CITY or franchise utility provider. « The facilities allowed by the permit shall,meet the current requirements of the City Code, Building Codes, Land Development:Code and all other land use and code requirements of the CITY,including City.Code Section:l9- 7(h)-which states "Driveways that cross sidewalks: City sidewalks may not be replaced with.other materials, but. . must be replaced with smooth concrete left natural in color .so that it matches the existing and adjoining . . sidewalks." • The.USER;prior to making-any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, .for said.change.within.30 days after the day.of completion: • This permit shall inure to the benefit, of, and be binding upon,.the USER and their respective successors and assigns. • :USER shall meet the terms and conditions of this permit and.to all.of the applicable.State and CITY-laws and/or specifications,to include utilities locate,requirements and use limitations/requirements of easements,public right-_ of-ways and other public land. USER further agrees that the CITY and its.officers and employees shall be saved . :.harmless by the US om any of the. ork herein under the terms of this permit and.that all of said liabilities are here assumed th ER. Date - - Property caner/Age grma in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL, The foregoing instrument was acknowledged this l I day of At h -520 d o .'D by Saa� "�hDC ,who personally appeared before me and c v (printed name of Signer) a acknowledged that he/she signed the instrument vol it. ARROLLST !` ..'SANDRA RASEN �? =•; ••5 MY COMNISSiON N FF963686 o EXPIRES February 23.2020 t 3 Signature of Notary Public, State of Florida o Department Approval: A C:\Usees\eeh its\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\92798NB8\Revocable Encroachment Agreement (2018).docx J. Revision Date:2/5/18 CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 4/10/18 Applicant: Grider Construction, Inc. Permit#: RES18-0133 . Email: griderconstructioninc@vahoo.com Review Status: DENIED Property Owner: Demory Boeneke Site Address: 1249 Beach Avenue Email: demorysb@aol.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Any plan change must be submitted as a Revision to the Building Department at 800 Seminole Road. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. PUBLIC WORKS CORRECTION ITEMS: APPROVE • A Revocable Encroachment Agreement must be submitted. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways—6"thick). • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise lot elevation. • Every effort should be made to use pervious pavers if possible. • Stormwater runoff must not drain to neighbor's property before, during or after construction. Scott Williams, Director of Public Works swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0133(Grider).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0133(Grider).docx PERMITTED BUILDING .DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6 1 Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2)q5 V 7 Non-Habitable Space (ft') y 5 G LAND INFORMATION: Zoning District 12 S- 2- Flood Flood Zone Minimum FFE A 3 BUILDING INFORMATION: Construction Type V f3 Occupancy Group Number of Stories � Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 OFFICE OPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA _ Permit Project Name: T� Project Address• A him roval number( As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,plleact proved hermit number listed above. You should cont for the building components listed below as applicable to the building construction p p your product supplier if you do not know the product approval number for any of the applicable listed products. In regarding statewide roduct a roval may be obtained at:www. oridabuildiri .o Category/Subcategory Manufacturer Product Description Limitation of UTSIa,te# Local# A.EXTERIOR DOORS 1.Swinging s 3 2.Sliding - 3.Sectional 4.Roll up 5.Automatic 6.Other ' I•V1..%0rVJ 11 �Z• B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement Woon 4.Double hung /tA 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Windbreaker 11.Dual action 12.Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits 3.EMS 4. Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles , W 7 / 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof Vt-up roofing dified bitumen le ply roofing fin tiles fin insulation terproofing. od shingles/shakes 3 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof file adhesive 16.Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Desn imitation of Use State# Local# criptio E.SHUTTERS 1.Accordion 2.Bahama. 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other .STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 1- I 3 3.Engineered lumber j V iAer 9 • 3� 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms F Plastics Deck roof 1 .Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight �c�tjt PSG j 33d 2.Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State turer's printed spec fications andpinstallation roject, the Contractor shall maintain on the job site and available to the Inspector, a legible copy nf each manufac instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. ttractC�t aQ erA o Name) (Print Name) Company Name: (!�r r J j er i OX4& rQ't' 2 N C Mailing Address: 904-77 V G'& �TC Ir 1' fl State: Zip Code:52 2 City:/�"!�'=T/6 rU i - Telephone Number: ( ) Fax Number: E-mail Addressn I'f Cell Phone Number: y b d g t ,..5 OFFICE COP'S r,.�....,,,_. A � as y-0 ORllfl R405-201:7 FLORLQA ENE �Gy EFFICIENCY CODE FORBUILDING CONSTRUCTION o'da D.e artrnent of Business and Professional Regulation - Residential Performance Method . FI n P Builder Name: Project Name: Boeneke House Permit office: Atiantic Beach Street. 1249 Beach Ave Permit Number City,State,'Zip: Atiantioseach,FL, Jurisdiction: 201100 :Owner; County:: Duval(Florida Climate Zone 2) Design Location: FL,MAYPORT NS 9. Wall Types:(4942.8 sgft.) Insulation .Area New(From Plans) a.lasulated Concrete Form,Exterior R=22.0 4942:80 ft' 1;':New:consfructionor existing R= ft= 2..Single fatuity or, Single-family b.NIA W multiple family c,NIA R= 'I ft ' 3:Number;of units,:if multiple family d.NIA R' 3Insulation Area. 4. Number of Bedrooms 10.Ceiling.Types :(2549:0 sgft,p R=30:0 2549.00 ft= No a Roof Deck(tJriverited). 5.:ls:this a worst case? b:WA R= {t= 6; Conditioned-fbor area abcve grade 4547 c NIA(tt=) R if Ducts 6 268.32' Conditioned ftoo>area below grade:(if) 0 11.a_Sup:Attic,'Ret'•Attic,AK-Attic 6 322.79 Description Area b.Sup: Attic,:Ret Attic,AH:Attic 7.. Windows(1272;0 sQft•) Dbl,U=0.30. 1251,:50 ftz A. U-Factor: kBtulhr Efficiency SHGC: SHGC=0:14 12.Cooling:systems 33.4 SEER 15.. Sgt.defauit 20.52 ft= a:Gentral•U.nit b tJ'Factor, b.Central Unit 334 SEER.15,00 SHGC: Clear;default ft= c. U=Factor: NIA 13.Heating.systems kBtulhr Efficiency SHGC: 338 HSPF,9'50 ft� a:Electric HeatPump 33.8 HSPF9:50 d. U-Factor. NIA b Electric Heat Pump SHGC: 8.528.ft. Area Weighted Average Overhang Depth: 14.Hot water systems 0151 Tankless Gap:1 gallons Area Weighted'Average SHGC: a:Propane EF:0.750 6 Floor Types (4547.0 sgft:) Insulation Area a: _916b-on-Grade Edge.Insulation R=0:0 2064.00 ftp b� Conseruation#eatures: 3=0 b:.Floor Over Other Space .0 yg0 ftz 85.0None. Pstat c. R= 485.00 ft? 15 Credits other(see details). Total Proposed Modified Loads: 9.6i75 PASS - G.IasslFloorArea: ,0.280 Total Baseline Loads: 134.04 Review of plarts:and I hereby certify that the plans and specifications covered by specifications covered by this this calculation:are in compliance with the Florida Energy Compliance �� calculation indicates co Code. Code. Ryan 6 Ellis with the.Florida Energy p �__.__.._....__ Before construction.is completed X 4 .. _ ......_..,......-. l PREPARED BY. .,---— -- th+s.building::wlll be inspected`for t9 tris+i8 •----.-•---�-- com liance with Section 553908, +� DATE: �=— P•. Florida Statutes. �? hereby certify that is building,as designed,.is in compliance G'0W.S'. wittrtle F'torida Energy C ------------ BUILDING OFFICIAL: OWNERIAGENT - -- DATE. _. BATE: Gornpliance requires certification by the`air handier unit manufacturer that the.air handler enclosure qualifies as certified factory-sealed:in accordance With:'R403.3:2.1. _Compliance squires an Air Barrier and InsulationIna great r than!7.00 AGH 0(Rd0With 2)02A .�and this.project:requires an:errvelope:leakAge test report with envelope leakage_ ,,eQr�nna 4a;7a PM EnergyGauge®USA-`FlaRes2017 Section R405A.1 Compliant'Software Page 1 of 5 S Lntrtek Code Compliance Research Report CCRR-1063 Total Quality.Assured. OFFICE COPY Revision Date:09-25-2017 Renewal Date:01-01-2018 DIVISION:07 00 00—THERMAL AND MOISTURE 2.0 STATEMENT OF COMPLIANCE PROTECTION Section:07 2100—Thermal Insulation SEALECTION® 500 complies with the Codes listed in Section 1.1,for the properties stated in Section 1.21 and uses stated REPORT HOLDER: in Section 1.3, when installed as described in this report, Demilec USA,Inc. including the Conditions of Use stated in Section 6. 3315 E.Division Street Arlington,TX 76011 3.0 DESCRIPTION (817)640-4900 www.demilec.com 3.1 Materials: infor@demilec.com REPORT SUBJECT: 3.1.1 SEALECTION® 500: SEALECTION® 500 is a two- SEALECTION®500 Spray-Applied Polyurethane Foam component, open-cell, spray-applied foam plastic Insulation insulation. The insulation is produced in the field by combining an isocyanate(Component A)with a proprietary 1.0 SCOPE OF EVALUATION resin (Component B), resulting in insulation with a nominal density of 0.5 pcf. Both insulation components have a shelf 1.1 This Research Report addresses compliance with the life of one year when stored in unopened containers at following Codes: temperatures between 50°F and 100°F before installation. + 2015,2012,and 2009 International Building Code®(IBC) 2015,2012,and 2009 International Residential Code® 3.1.2 Intumescent Coatings: (IRC) o 2015,2012,and 2009 International Energy Conservation 3.1.2.1 BlazelokT" 164: BlazelokT" I134, manufactured by Code®(IECC) TPR2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. BlazelokT"" IB4 is NOTE: This report references 2015 Code sections with supplied in 5-gallon pails and/or 55-gallon drums and has a [2012 and 2009] Code sections shown in brackets where shelf life of one year when stored in factory-sealed they differ. containers at temperatures between 45°F and 90°F. 1.2 SEALECTION®500 has been evaluated for the following 3.1.2.2 Andek Firegard7m:Andek Firegard, manufactured properties(see Table 1): by Andek Corporation, is a one-component, water-based * Surface-burning characteristics coating with specific gravity of 1.37. Andek Firegard is * Thermal resistance supplied in 5-gallon pails and has a shelf life of one year * Physical properties when stored in factory-sealed containers at temperatures Air Permeability between 45°F and 90°F. Alternatives to thermal barriers * Alternatives to ignition barriers 3.1.2.3 No-Burn" Plus XD: No-Burn® Plus XD, manufactured by No-Burn, Inc., is a translucent aqueous 1.3 SEALECTION®500 has been evaluated for the following liquid in 1- and 5-gallon pails and 55-gallon drums. The uses(see Table 1): coating has a shelf life of three years when stored in a o Use as nonstructural insulation on or in interior and factory-sealed container at temperatures between 40°F exterior walls,floors,and under roof decks and 90°F. * Use in Type I,11,III,IV,and V construction under the IBC and construction under the IRC 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 Oil intertek.com/building PCA-101 In�Yt@�C Version:6 April 2017 Sa T-CCRR-OP-40b on Code Compliance Research Report CCRR-1063 Page 2 of 7 3.1.2.4 Blazelok'"' TBX: Blazelok'' TBX, manufactured by foam plastic insulation must not be used in electrical outlet TPR2 Corporation, is a one-component, water-based liquid or junction boxes, or in contact with rain or water. The coating with specific gravity of 1.3. Blazelok'" TBX is insulation is not intended for installation to the exterior of supplied in 5-gallon pails and/or 55-gallon drums and has a below-grade walls or beneath slabs-on-grade. The shelf life of one year when stored in factory-sealed substrate must be free of moisture, frost or ice, loose containers at temperatures between 45°F and 90°F. scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, 3.1.2.5 DC 315 Fireproof Paint: DC315, manufactured by unless approved specifically by Demilec USA. International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific 5.2 Application: The insulation is spray-applied on the gravity of 1.3. DC 315 is supplied in 5-gallon pails and/or jobsite using spray equipment specified in Demilec USA 55-gallon drums and has a shelf life of one year when published installation instructions. SEALECTION® 500 can stored in unopened factory-sealed containers between be installed in one pass(or lift). Where multiple passes(or 50°F to 80°F. lifts) are required, the cure time between passes is negligible. 4.0 PERFORMANCE CHARACTERISTICS 5.3 Thermal Barrier: 4.1 Surface-burning Characteristics: When tested in accordance with ASTM E84 at a maximum thickness of 5.3.1 Application with a Prescriptive Thermal Barrier:The 4 inches, the insulation has a flame-spread index of 25 or insulation must be separated from the interior of the less and a smoke-development index of 450 or less. building by an approved thermal barrier of 1/2 inch thick SEALECTIONO 500 can be installed at greater thicknesses as gypsum wallboard or an equivalent 15-minute thermal described in Sections 5.3 and 5.4.2 of this report. barrier complying with IBC Section 2603.4 or IRC Section R316.4, as applicable, except where installation is in an 4.2 Air Permeability: The insulation, at a minimum attic or crawl space as described in Section 4.4. When the thickness of 3-1/2 inches, is considered air-impermeable insulation is separated from the interior living space of the insulation in accordance with 2015 IBC Section 1203.3 [not building with minimum 1/2 inch thick gypsum board, the applicable in the 2012 and 2009 IBC],or IRC Section R806.5 maximum thickness is not limited. Under the 2015 IRC, a [2009—R806.41 based on testing in accordance with ASTM thermal barrier of minimum 23/32 inch thick wood E283 and ASTM E2178. structural panel is also permitted and the thickness is not limited. 4.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 5.3.2 Application without a Prescriptive Thermal Barrier: 75°F,as shown in Table 2. SEALECTION® 500 may be installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC 5.0 INSTALLATION Section R316.4, when installed as described in this section. The insulation may be spray-applied to the underside of 5.1 General: SEALECTION® 500 must be installed in roof sheathing or roof rafters, and/or vertical surfaces accordance with the manufacturer's published installation provided the assembly conforms to one of the assemblies instructions,the applicable Code,and this Research Report. described in Table 3. The coatings identified in Table 3 A copy of the manufacturer's instructions must be available must be applied over all surfaces and in accordance with on the jobsite during installation. The installation the coating manufacturer's installation instructions and this requirements in Sections 5.1 through 5.4 apply to all types report. Surfaces to be coated must be dry,clean, and free of construction. of dirt, loose debris, and other substances that could interfere with adhesion of the coating. The coating is The insulation must be stored at temperatures between applied with low-pressure airless spray equipment. 50"F and 100°F and must not be used in areas that have a maximum service temperature greater than 180°F. The 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building ; Intertek PCA-101 Version:6 April 2017 SPT-CCRR-OP- 0b VolCode Compliance Research Report CCRR-1063 Page 3 of 7 5.4 Attics and Crawl Spaces: intumescent coating is used,.surfaces to be coated must be dry, clean, and free of dirt, loose debris, and any other 5.4.1 Application with a Prescriptive Ignition Barrier: substances that could interfere with adhesion of the Where SEALECTION® 500 is installed within attics or crawl coating. The intumescent coating must be applied to all spaces,and where entry is made only for service of utilities, surfaces in accordance with the respective coating an ignition barrier must be installed in accordance with IBC manufacturer's installation instructions. The coating must Section 2603.4.1.6, or IRC Sections R316.5.3 and R316.5.4, be applied when ambient and substrate temperatures are as applicable. The ignition barrier must be consistent with above of 50°F unless otherwise permitted by the the requirements for the type of construction required by intumescent coating manufacturer's installation the applicable Code, and must be installed in a manner so instructions. that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in When installed in accordance with this section, the unvented attics and unvented enclosed rafter assemblies in insulation may be installed in unvented attics as described accordance with 2015 IBC Section 1203.3 or IRC Section in this section in accordance with 2015 IBC Section 1203.3 11806.5[2009—R806.41. or IRC Section R806.5 [2009 — R806.41, when applied at a minimum thickness of 3-1/2 inches. 5.4.2 Application without a Prescriptive Ignition Barrier: SEALECTION11 500 insulation may be installed in attics and 5.4.3 Use on Attic Floors: SEALECTION® 500 insulation crawl spaces without the ignition barrier prescribed in IBC may be installed between and over joists in attic floors in Section 2603.4.1.6, and IRC Sections R316.5.3 and accordance with this section, conditions a. through f. of R316.5.4, as described in Section 4.4.2.1, subject to the Section 5.4.2, and Table 4 based on testing in accordance following conditions: with AC377 Appendix X. The insulation must be separated from the interior of the building by an approved thermal a. Entry to the attic or crawlspace is only to service utilities barrier. and no storage is permitted. b. There are no interconnected attic or crawl space areas. 5.4.4 Unvented Attics: Demilec USA has conducted end c. Air in the attic is not circulated to other parts of the use configuration testing(per IBC Section 2603.9 [2603.10] building. and IRC Section R316.6) and analysis to qualify the use of d. Attic ventilation is provided when required by IBC SEALECTION® 500 insulation without a prescriptive ignition Section 1203.2 or IRC Section 8806.1, as applicable, barrier or intumescent coating in unvented attics except when insulation is permitted in unvented attics conforming with 2015 IBC Section 1203.3 or IRC Section in accordance with 2015 IBC Section 1203.3 [not R806.5 [2009 — R806.4]. (Note that unvented attics were applicable under the 2012 or 2009 IBC], or IRC Section not addressed in the 2012 and earlier versions of the IBC.) R806.5[2009—R806.4]. The testing and analysis is described in Priest &Associates e. Under-floor (crawl space) ventilation is provided in EEV 10362b, dated April 18, 2016. The conclusions of that accordance with IBC Section 1203.5 [1203.3] or IRC evaluation (and associated Engineering Letters) are as Section R408.1,as applicable. follows: When SEALECTION® 500 is applied in unvented f. Combustion air is provided in accordance with attics conforming to IBC Section 1203.3 or IRC Section International Mechanical Code® Section 701 [Sections R806.5 [2009 — R806.4] the insulation may be applied to 701 and 703]. the underside of roof sheathing and/or rafters, and to vertical surfaces to a minimum thickness of 3 inches. In attics, the insulation may be spray-applied to the Maximum thickness on the underside of roof sheathing or underside of roof sheathing or roof rafters, and/or vertical on vertical wall surfaces is 13 inches. The insulation may surfaces, provided the assembly conforms to one of the be left exposed to the attic without a prescriptive ignition assemblies described in Table 4. In crawl spaces, the barrier or an intumescent coating. The attic must have insulation may be spray-applied to the underside of floors attic access complying with IRC Section R807, horizontally and/or vertical surfaces, provided the assembly conforms placed in the attic floor and opening outward toward the to one of the assemblies described in Table 4. When an living space. For items penetrating the roof deck or walls, 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building Ilntertek PCA-101 Version:6 April 2017 SF -CCRR-OP-40b VolCode Compliance Research Report CCRR-1063 Page 4 of 7 such as skylight wells or vents,the penetrating item must 6.7 When SEALECTION® 500 insulation is installed under be covered with a minimum of 3 inches of SEALECTION® the conditions of Section 5.4.4 of this report,the following 500 insulation. conditions apply: 5.5 Exterior Walls in Type I,II,III,and IV Construction: 6.7.1 Since the performance of SEALECTION® 500, when installed in unvented attics without a Code-prescribed 5.5.1 When used in or on exterior walls of Types I,ll,III,or ignition barrier or an intumescent coating, is based on fire IV construction,the assembly must comply with IBC Section performance of an unvented attic,the installation must be 2603.5 and this section. Intertek Design Listing DUL/FI 30- approved by the Code official. The installation must 05 describes the assembly tested and certified by Intertek conform with the provisions of Section 5.4.4 and as complying with NFPA 285. The potential heat of the Conditions a. through c. and Condition f. of Section 5.4.2. SEALECTION® 500 insulation is 497 Btu/ft2 per inch of A copy of the Priest & Associates Engineering Evaluation insulation thickness with a maximum permitted thickness, (referenced in Sections 5.4.4 and 7.3) must be provided to in any part of the wall,of 3-5/8 inches. the Code official upon request. 5.5.2 Details of exterior wall coverings and fenestration 6.7.2 Signage shall be permanently affixed in the attic and details must be provided to the building official along with shall be visible from all entry points into the attic. The sign an engineering analysis demonstrating that the addition of shall state Caution, this is an unvented attic by design. No the wall covering and fenestration details will not modification may be made to this unvented condition. The negatively impact conformance of the assembly with the attic shall not be vented. Holes into the unvented attic requirements of IBC Section 2603.5. shall be immediately repaired and sealed. Penetrations of the ceiling or wall membrane between the unvented attic 6.0 CONDITIONS OF USE and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented 6.1 Installation must comply with this Research Report, attic shall not be used for storage. See Intertek Code the manufacturer's published installation instructions, and Compliance Research Report CCRR-1063 on the Intertek the applicable Code. In the event of a conflict,this report website." governs. 6.8 Use of the insulation in fire-resistance-rated 6.2 The insulation must be separated from the interior of construction is outside the scope of this report. the building by an approved 15-minute thermal barrier, as described in Section 5.3,or by an approved ignition barrier, 6.9 Use of the insulation in areas where the probability of as described in Section 5.4. termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.8] or 6.3 The insulation thickness must not exceed that noted in IRC Section R318.4,as applicable. Sections 3.1,5.3,5.4,and 5.5. 6.10 Jobsite certification and labeling of the insulation 6.4 The insulation must be protected from the weather must comply with IRC Section N1101.10 [2012 - N1101.1, during and after application as specified in the 2009-N1101.4] and IECC Section C303.1 or R303.1 [2009— manufacturer's instructions. 303.1],as applicable. 6.5 A vapor barrier must be installed when required by the 6.11 The insulation components are produced in Arlington, applicable Code. Texas, under a quality control program with inspections by Intertek Testing Services NA,Inc.(AA-647). 6.6 The insulation must be applied by contractors approved by Demilec USA. 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building w4{" PCA-101 Intertek. Version:6 April 2017 S=T-CCRR-0P-40b Vol Code Compliance Research Report CCRR-1063 Page 5 of 7 7.0 SUPPORTING EVIDENCE 9.0 OTHER CODES 7.1 Reports of tests in accordance with ASTM C518,ASTM This section is not applicable. E283,ASTM E2178,NFPA 285, NFPA 259,and ASTM E84. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 7.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated 10.1 Approval of building products and/or materials can April 2016; including reports of tests in accordance with only be granted by a building official having legal authority Appendix X. in the specific jurisdiction where approval is sought. 7.3 Priest & Associates Engineering Evaluation, Project 10.2 Code Compliance Research Reports shall not be used 10362b,dated April 18,2016. in any manner that implies an endorsement of the product by Intertek. 7.4 Intertek Listing Report "SEALECTIONm 500", on the Intertek Directory of Building Products. 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status 8.0 IDENTIFICATION of this report. The SEALECTION® 500 is identified with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTION® 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the Intertek Mark as shown below, and the Code Compliance Research Report number(CCRR-1063). Htl IICtf@a ek CCRR# This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and Its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 545 E.Algonquin Road •Arlington Heights a Illinois• 60005 Aw.x r intertek.com/building „ Intertek PCA-1 of Version:6 April 2017 Si- CCRR-OP-40b on Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1-PROPERTIES EVALUATED 2015 IBC 2015 IRC 2015 IECC SECTION PROPERTY SECTION SECTION Physical Properties Not required Not required Not required Surface-burning 2603.3 R316.3 Not applicable Characteristics Thermal Barrier/Ignition 2603.4 R316.4 Not applicable Barrier N1101.10 C303.1.1 1102 C303.1.4 N 2.1 Thermal Resistance 1203.3[1301] [N1002 R303.1.4 R303.1.4 N1101.1] [303.3.3 and 3.3.1.2] 1 Section numbers may be different for earlier versions of the International Codes. TABLE 2—SEALECTION®500 THERMAL RESISTANCE(11-values)1,2,3 THICKNESS(inches) R-VALUE(°F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5 19 5.5 21 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 46 13 49 14 53 15 57 1 R-values are calculated based on tested k-factors at multiple thicknesses. 2 R-values less than 10 are rounded to the nearest 1/10`h;greater than 10 are rounded to the nearest whole number. 3 To determine R-values for thicknesses not listed:between 1 inch and 4 inch can be determined through linear interpolation or greater than 4 inches can be calculated based on R=3.8/inch. 545 E.Algonquin Road a Arlington Heights•Illinois*60005 intertek.com/building Intertek PCA-101 Verson:6 April 2017 5�i-CCRR-OP-40b on Code Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRER Maximum Maximum Fire Protective Coating Insulation Insulation (Applied to all Foam Surfaces) CoatingMinimum Thickness(mils) Method Thickness(in.) Thickness(in.) Minimum Vertical Surfaces Ceiling Surfaces Dry film Wet film(dft) (�) Application Rate Blazelok TBX 7.5 11.5 11 17 1.11 gal/100 ft2 NFPA 286 DC315 7.5 11.5 12 18 1.12 gal/100 ft2 NFPA 286 For SI:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2 =0.93 m2 TABLE_4—ASSEMBLIES WITHOUT PRESCRIPTIVE IGNITION BARRER Maximum Maximum Fire Protective Coating Insulation Insulation (Applied to all Foam Surfaces) Coating Thickness(in.) Thickness(in.) Minimum Thickness Method Wall Cavities Underside of Roof (mils) Minimum and Attic Floors Sheathing/Rafters Dry film Wet film Application Rate and Floors (dft) (wft) Blazelok 1134 9.25 11.25 5 9 0.57 gal/100 ft2 Appendix X Andek Firegard 9.5 11.25 10 20 1.00 gal/100 ft2 Appendix X No-Burn Plus2 9.5 11.25 6 10 0.6 gal/100 ft Appendix X XD DC315 1 7.25 1 11.25 3 4 0.3 gal/100 ft2 Appendix X For SI:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2 =0.93 m2 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building ilntertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b FO OFFICE COPY ... .. ..... RESIDENTIAL ENERG_Y.CQ111SERVATI4N CODE DOCUMENTATION CHECKLIST .. .. Flotfd Departinen. of Business an.Prolesslonal , ag.u. on: Simulated`Perto anee Afternative:(Performance)Method Appfrcatrans for:compl once.with the.2017 F/onala Building Code,Energy Conservation v[a<the ... .. res►denfal Stimulated Performance Method shall inctu+det p; Tfts:claeckllst 0: A Form R405::report thaf documents that the:Pr posetl Design oornpiles with section: R4o5.3:of"the Flarlda Energy Gode.:This form shall hblude a sumri ary:page lndlcatrng:home a dressy a rat%and alae pass or fail status along w�th;surnmly areasand'types.'otcomponents; Hrhetl?erthedomewas.simulafed:as:aworst-case orlentafion�nairie:and version of the compliance saftuvare tool;name:of mdry duaI ccmpletrrtq the compliance report{one:.page).and an input summary c ed ist .at.cam be eserl f Tour.Plioes%may lie greaferj.. D: Er►ergy Performance Level(EPtj Qlsgfay Card done page): HVAC system,stzir►c.and selectrgp based on ALGA Manua/S or per exceptions provided irr Se- ton 8403 7' .................................................................................................................... .................... .............................................................................................................................................................. 13a0�a#ary Regcilreittents;(five pages} ..................................................................................................................................................................................................................................................:.......................................................... ........ ...Required p>tiorlb.-cab (ft pefformance;Methoaf. .......... . .. ....... ... ........ .................. ............................................................................................................................................................................................................................................................................................................ 0 .. ....Ak Barrier.and lnsulation Inspection.Component:Criteria.checklist(Table.l?4Q2 4 1. ........ ............................................................................................................................................................................................................................................................................................................ :one page): ............................................................::...:::..................................................................................................................................................................................................... ............................. ............... 0 ""'A completed Envelope Leakage Tesf.Rgpcvt(usually one page.: _........ _..... .._.......... ....... . . ..._....._.. ................................................................................................................................................................................._............................_...................,........................................................ D if Form R405.dfxcf leakage fype mdicafes anything other fhan"default leakage';then a completed Form:8405DOO t,eakage Test Report.(ostially one:page] .................................. .............................................................................................................................:................................................... .. .............................................................................. _...._................ .......... .. ..... . ................ _........ _......... ..... ...__ . .................._....... ........................... ... . ............................................................................................................................................................................................................................................................................................................ ................................... .. .. ................................................................... .............................................................. ...................................................................................I.... ..................... .................... ......... ....._ .. _ ...................................... ...........---......................---............ ............---..........._... _......................................................................... Energypau e® USA-QS V6 Q. Pa e1ofI �11812a18::1229 45 Fti?t g. FORM R405=201:7 FLORIDA :ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department ofBusiness.and Professional Regulation Residential Perfoirnar arm .............. ...................... _ _ ......... Ptoleet::iilame peri6W House: Builder N*9mp,: Sheet:: 1249<Beacb Ave' Penbit Office: Atlantic:Beach: Gity;.State,Zip; Attaritic;Beacti,Fl, Perrrlt`IViamber: owner; Jurisdiction:; 26110.0 Design t ocaporr FL,MAYPORT N5' County;: Duval'(Floricia Cl mate Zoite:2 t:.New cotistrucfion;oi existing: New(Horn:Plans); 9:.Wal Types{49.42.8:sq*fQ Insulation; Aiea ... 2 Sing(efamiyor.multiple.famify Single.family a<insulated:.Concrete{Form,Ex#erioi R 22.(i: 4942SO:ft? b::NA ;R= ft' 3:.:Number of units;if multiple family 1 d;;iq: R_ fi3: 4 Number ovoedrooms 3:: d: ?N/A 10 Ceiling Types (2549:0 sgft) Insulation Area 5:::Isthisa>i�rorstcase2' No a::Roof.Deck.{tJnvent6d). R 30>0: 254900:ftz 6.iAnaft, edfloorarea;above gmde#tP) 4547 b NIA: R= W Coriditioned floor area beId'grade M.Y.. w0: c.:NIA. f3= ft? 11:Ducts:: R f 7.;.Windows(1272:0 sgfL) ::Descriptlon: a UFactoFU Q Area a::Sup Attic.,Ref Attic,AH':Attic 6: 268:32: b:St Attic,Ret:Attic_AH:Attic: 6 322.79 . ptil; 30> "1251;50:ttz p a 6.0: SHGO—o 1.4 ki iJ Factor. Sgl deteult 20 52 ftp 12 Cpo6ng systems, kBtulhr Effii;iency SHG;C`. Clean defaulta.Central Unit 33:4 SEER:15 0Q:' b,Centras Unit 33;4. SEER 15.00: c. Ul Factor: N/A- fe SHGCs 1:3.H.eatmg,sp. ms kBtuftzr Efficiency ...... . . ... d U Factor. NIA. tt?. a;;Electric Heat Pump: 38 8 HSPF 9 50: SHOC, b;Electric Heat"0. 33.6 HSPF 9:: Area Weighted Average Overhang 13eptli= 8:528 ft; Area Weighted Average SHGC 0.151 14 Hotwii ater systems .. .. . ........... a::Propane .......Tankless:.... ......... ......... Cap 1:gallons......... .. ......... 8 :Flooy Types (4547,Q sgft); rmiflation Area. SF;.0.750: ......... ... a:Slab=Qn=Grade Edp4tioulation........ R:;OA. ....2484,00 W :b: Consetvahan:features .......... ..... b.-Floor. r Other.Space: R=O,I] 1998 00:ff2 None .. c. other.(see details); #2 ::::... 485.QO ft' :::.::........ 15'.:Credits Pstat ......... ......... ......._... ...._...... ....._... _......_..........__ .........: _._. _ .........__......_........... ._.......... .............................................................................................................................................................................................................................................................. .......... Total Proposed Modifred Loaft 96 75 Glass/Floor Area..:.. 0 28..U:. _.... _..... PASS............................... .................. ... Total Sasel i ne:Loads:: :134.04 ......... ... ........ ........................................................................................................................................ ....................................................................................................................................................... I hereby certify that the pians and specifications coverad by Review of the.plans and .rr'T `S?.� this calculation are to compliance with the Florida Energy specifications covered:by this Codecalculation indicates compliance yam, Ryan 6:EIUs with the Florida Energy Cotle. eras; ''F. f PREPARED BY_ dd :.. —,. ..:...- Before censtrtctron is eom leted P 7. ...telsh9.... this boldin will beans ected.for....: .... r� .. DATE. g:. p . oorripliance tittith Section 553,908.. .._.. . :: r hereb cert that this building as:desi ned is:m com Bance Flonda Statutes y ........... .s ... e. .. ..: ...................................................... ... witH tha Florida Energy cgobw.. �17i 1Vfi .. ... 41Nf+iMAGENT BUILDING OFFIGIAL: __ _ ... DATE:: ...... :..DATE! . G4mpliance:requires certificaEion by the air handler:unit mantfacturer that the air:Handler>enclosure qual.. ies as :.certified:factory=sealed:in'accordarice uvith R403 3.2:1.. Compliance requires.an:Air Barraer.and insulae on.lnspection;Checklist in.accordancewith:R4tl2 41:1:andthis:project:requires . art.envelope l0.. ge test':reporE. ltitlt envelope Leakage.no greafier than:?00 A. (R4Qz 41.2); 1/18e20E81229:PiJl: EnetgyGauge�7USA FlaRes20'1.7:Sectidh.R4054 1 ComprizntiSoftware: Page 4:of5 IFORKR405-2017, .......... ...... .......... ...... ............ ........... ....... ....... ......... .. .. :PRQ4M7r Tltl bbOnake House Bedrooms.! 3 Address e, street Address: AM dlAng ....... i-Type, IiI.Per pqndIbone6Aiw: 4541 :Wf Qwrw TbW.Stories6: 2: B I ockiSubd iVision 4of units: Worst Cam. :No :'PlatBo6k., :Bijlfder!Name.! Rowe Angle:. 0 Street, 4749 Beach Ave ........ ... .... .. .permit.office Atlantic Beach: Gross Ventilation: ..Cbuw Duval: Judwollow. :26.1100 Who.ItHddse.Faw city'.state,zjix Atlantic Beach: F 4y:Tip S1691 V* FL :Commem: ............. ................ .................. ............ ......... :PUMATE ' / Design Temp Int Design Temp leatmg Design Datly'1`eJi1p Design.Loc.a..b....oTOSke STSPA25% Wbfqr Summer Degree Oays Udisturq Range.� -.go 7 75:. 1037. :.61 MedIUM: FL,MAVO." FL-.MAYP ORT._-NS: BLOCKS Vu izer: Name,: Area :Volume ............. ............... 4. H:fock9 2064 26212:6 2 Iock2 2483 23091:9 SPACED ............................ .................................. ................. ........................... .................................................... ........ ............... Norrber MameArea. YOM* iGtehen OcquoatfBedroom In"MIDFinished 00016d Heated . : ------------- '(st Floor :2064 262121A: Yes 9 I— 'Yes:: Yes yes. ......... .._..:2......... Floor....... .. 2309149..... .o..... 2 a...... ...............Yes. . ...Yes ...........-yes: ......... ........... ......................................................................... ................. ............f LOORS ..................................... ........................................................................... ...... - . ... ......... . ....... : ....................... .... ........... ........ Floor Type .Space:. Perimeter: IU6 Area . ;foist Rw6Iu6:. life. wboa. Carpet ..... .. ...... .. ......... ...... ... WO Eop I" 1aOp. 1 . dor . ....... ..... ............ ......... .. ......... .......... .................................................................................. .................................. ................................... ........................ ............................. 2.Ralsed.Floor 2nd Floor 185 ftp .19 0, .. .... ........ ........... ......... .............. .............. ............. 3 Roor:Oirar:O t herSpam 2nd.floor- _ - .: 999.8..:fk� (l: 0 0.: J: ....................................... ........................................ :.:::�................1. ................................................... ......................................................... ..... .......... .................................................................................................................... ....................................................... ............ ..................................._1...... ........ .... ....................... ...................................................................................ROOF- ............................ . ....... ............... ... .......... .. .... .................................................hoof Gable Aciol"- :Solar: SA .....Emift- E Deck ... .......... .... ........ ............................. . ................. Materials.......... A Area: CqIqr Absor TPOO: TestO: nsul ...... .... .... . . ......... ......... I I u m .......... ....... 30;..... 22.8 Hip. ...... 'W.OQd7shj gle ....... 27,01.fp :O:ftl::. Vied OA............... No. ..... ......... ......... ............................... ............... ......... ...... ........................... ............................................................................................................................ :ATTIC ......... ...... .................................. ............ ............ ..................................................... .................... ....................................................................................................... .......... ....... ... Ventil Vent Rafio:�Ijri). ..... -RU. ROG . . ........ .. Type. Won; Area. ........ .... . .... ..... . .. . ...... .. . : .... . UNirtdd. . 2549:ft2. . .... .. . . N ........................ .......... 1. Full.......... ............ 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MP 0: 0000L.V0: 0..: .0 M. 4qow.lst. : : 0: b000lk-o 'a' 0 = blot, I'M: Me a 4 # PPIMPtoll �PPIX3: ;:M v 0. 00.0.00*0 .0 OEM IT! :ktp ZZ: J001A 4% :uuo.4 oj!,ajouoCyp-pjejnsuj:� :lqjj4lG:: S ...... : tg te 400 MZ* .......... 8."61. :zz. i1nout: PeMi WKV 09.49M...TIBNVU Nil: U .4:1 WUJUATU: aped rAoiae jelqs Bypau::Out.pela4g: A PH:: XOP.MAso: Mn)041V-IOPUel: ::z :Pc()fiA :o: 49 unnojg 0: ................ .......... .......-------........................ ................................. ................................................................................................................................ ....... ............ ... adrt *PF qj ante. evad Ja.oul.w i:: WY: :qdAl ............ ........................ ............................. .................. ......... ......... ............. LMM17M.M04 ... .. ... ... FORM 140 201 ..... _.. ..... WINDOWS. Orientation shown:is the.:entered;:Pro osed:orferifaffon Wall Quarhahg #...... Qmt..[D ...Frame Panes._.... ....IVFRC ...UI acfor:.SHGG.,... Imp....,..Prea...... Depth .:Separaifan........lfithade .. Screening.. . 19 <E 9 Wood Low-E Double Yes' 0 3 0:14 N. 1440� 13 ft 0 fn: 3 ff 0 in one None 20 E, 9 Wapd. Low-E Double: Yes a 3': :0.14: N. 2T:a fEx. 13 ft 4 in::0:5 ft:0:in. None Nene 21: N 10 Wood, Low=E.Doubw: Yes 0:3 0:14 N: 42.3#E? 2ft;0.in: 14:A:ft.O.'i. done ::None 22. N 10 Wood Low=E PbUb yes 0 3 0:14 N 15 3 ftp 240:14. 1:2.61.1 :Q NAr a None 23 N 163 Wood Low=E Double Yes 0:3: 0:14: 13 &5#tx= Z R U:in 12 5 ft 0i None None _.... 24 N 10 Wood. ;[o.4 E Double: Yes 0 3: 0.14 N: :21',5>ft? 21t 0.ih: 13 ft Q in None None 25' W. 11 1Nood. Low=E.Doubie: des 0:3 :0.14' N`: 49-5-T 2 ft 0n: 2 tt 0.in None None 26 W: 19. Wand Low.E l]oitile. Yes 03 0:1'4: N 19 3 ft? 21t 0 in: 2 ft:0in None None 27 SW' 12 Wood. Low=E Double Yves 03 0:1:4 N. :33.012' -2 ft 0 in: 2 ft 0 in None None 28 S; 93 Vtitaod, Low.-E Double: Yes :0.3:: 0.14: N 99 0 ff� 2 ft0 in 2 ft0 in None None 2g SW' 12 Waod IowLS Double: Yes 0 3 01.4: i 22.0 ft? 2 ft:0>in Z ft:0:[n :None one ....... . 30 :S 13 Wood Low-.E:►e Yes 6 3 01:4: N. 22 O W 2(o An; 2 fi Q in NoAe. None 31: SE' 14 Weed Law=E Double: Yes 0.3 0.1'4 N 22:0 ft? 2`ft 0 in' 2 ft 0 in Nobe ..... .............. 32 E 1S Wood LOW-E.pontile Yes Q.3< 0,1:4: N: 19Z_D:ft? 13 ff O'iri; 2 ft 0:iq iVorte one 33 N 18 Wood. Low>E Doubfe: Yes :03 0:14: N 82.E ft? 2 ft 0:n. 2 fti.0 an None Norie 34_ hl If3 Woad Low'E Dgub[e, 'es `0:3. :0.14: fV: 27,01fz 2 Ft 0 in; 2 ftbin Nom Ngne 35 Skyft [yleta[ Low=E Single No. 2 08 N 20 5 V. 4#41n:4in: 2 ft 0 in None ;(None INFILTRATION: ........ _ ......... ... _...... _...... _ _ _....... _._ Scope Meths d StA CFM 50 EIA EgLA. ACH ACH:50:: ...f... Wholehouse... ;Pro[Zosed::ACH{5. ......... .00.0482:... ..._ x752.2 ......:39579:.... ....893:;39 ....... 4572:....... 7 _....... .......... ............................................_.................................... _....... REATtNS:SYSTEM` ......... ......................................................................................................................................................................................................................................................................................:::::::::: -. System Type Subtype: Effiorencp: Capaorty Block Ducts .... . .. 1 Eleotno Heat::i?umpl None F18PF 9 5; 33.5 k8tulhr: 1 s s#K I . ..... 2. ...Efecfno Heat:Pampt:....... None:..... HSPRS. 33&kBtu/fic ........ 2........ ...aY 2 ......... ..................................................:............................................................................:.::................................................................................................................................................... . :000LfN:G:SYSTEM: 1 sysiem Type:... Sub)ype... .................................Efficiency Air. 16W SHR ........Block°.. Duofs.... . Central Unitl: :None: SEER .15::33.4 kBtu1hr 10.02 cfm: 0:75: 4: sys#I ... ........... ..... ...... .... ..... .. ....... ... ... ......-... ................................. .. .... ... ... .... .. 2 CentrelUniU. .None. SEER 15::334 kBUhr. 1.002 ofrA 075: 2 e s#2 ............................................................................................................................................................. .......Y ...... . .. . .. H .......................................................... .. ................................................._._..................................................._..... ........................................................._. ....................................... ......... # System Type Sufilype: Loaatien EF Cap Use SefPnt Conservation 1 Propane:..._ Tanii[ess........ Exterior 075 ........ 1:8x1 608x1....... 125 deg. ................... tdone.. ..... ............ ............................................................................................................................................................................................................................................................................................................. ..............................................................__......_................................................................................................................................................................................................................................. 1118�2018::1229:Ftvl: EnergyGauget. :FlaRes2 V:.Section:R405.4.:1::Gompliaiit$oftwsne Aage:4:of5 FORKNM201 ........... 501L14R HOLT WATER SYSTE(�1 FSEG Golleetor Storage Cert.# Gompa�y Name System Model# Collector lttlodei# Area.: Volume FEF ....................................................... ....._................... ..................._. .........._...... . _.........__...._.... ... . ... ....... ........ ......... Nane None DUETS ............ ......... ...... ... ............ ..... .. _.. _.... _. ...... ...._.._. S PPtY -- Retum _ Air CFM 2$ CFfh2 M\(AC #:: Looahort R Uatue Area Location Area Leakage Type Handler TOT OUT QN RLF Meat: Goof Attic 5 268-32.f: Attic '1432 fO Refactt leakage ABic: (t7efacilt)c{Qefauit�c 3: 1 2Attic 6 322.79!f Attic. '124.t8:� E)efaU[t:t eakage Atffc :�f)efau►f}c(Default�:G 2 TEMPERATURES ProgWOONeThermostat Y Cellt(rg.Facis: Coaii�g Jan.: FebMaE Apr° May X dun Jui: Aug: Sep C]ct Nov beo [I]j [j [[tMw [( [[X]] lis U Vent ng. Jan: L �J� Nlai it Apr t Y 1 :.Jun L I Tut: Aug: Sep Ocfi �X ToV Jurr Juk Aug: ep H.. Thermostat Schedule.;: HEE2SQQ6 F2eference: Hours Schedule Type 1:: 2 3. 4: 6 6: 7 8:: 0 11: "li 42 Cooling(tlVpj AM 7$: 78 78 7f3 70 78 78 78 80 80 80 8Q Pel S(l 8a 78 78' 78 78. 78 7B': 78 '7$: 78: 7A. Gaoling f lEH). AM 78= 76 78 fie: 78: 7$ 78 75 76 78 78 78. PM 76 78 76 78 70. 70- 78: 76 78: 78: 78 78 Heating(1NF)} A 66: 66 s6 fi6 Ei6 68 88 68' 68; 8.ti.` 66 s8 PM ti8:: 88 68 $$ 68. 68 68 66 68: 68. 66 66` tie ting.(tAfE[1} ANi 66 es 68 66 65 68 66 68 68 68: 68 68: PM 68; 66 .66 ... 68_ .. ._66......... 68......_. 68_. 66_ 68::_ 88:. 66 6B ....... ................ ._..... ........ _.............:.........................:............-.........._.-.............._.........._.............................................._-........................................_................................... ....................................................................................._.........._.........._.........._................._.............................................................._....-.............................................................. .... .....................................................__.................................-.........................................__.................-.......................................................................................................................................... ............... ............................_.............................................................................._..................-.-_........................................................................................................................ ..... .............................._................-................................................_..........................._......_._....................._..._........................................................................---......................._............... ... ...............................----............-..........__..............................................................................---......._._................................_..............................................................._........................ . ...._..........................................................................................................................................._ ............:......._......................................................_............................................. .._........ ......._......................._......__.............-............-..............................._............_.........._.__.................._......__._..................._:...._................................................._.......-............................................ ...................._............................_....................................................................................-........................................................................................................_..............I........I....._--............-............................ ................................................................... ................................................-.........-.............._...-................................................................................................................................................. .........................._.................._........................._..............._._..................._............................ ...............-..................,..............................._..__ __....................................................................... ................_...................._............................................................-.............-.-.........._........._.... ...........---......................................-........................_................................................. . x/i8120I8::t229.Piv1: Ener au e6lJaA FiaRes20t.7::SeetionA406A.`4 camptiantSoftware PageS:otS 9310 9 FORM R4t35-21117 E ..E.R PEt F `FSI A E LEVEE EPL 11SPLA''C BARD ESTIMATED E IERGY PERFORMANCE INDEr = 72 The lowet the EnergyPerformanf a.11 dex,.t. m.o efficient the:dome:. ...... 1249 Beach,Ave,:Atlantic Beach?FL; 1,.Nevi construction or"extisting.: Nevy(From::Plans) WaII Types Insulafion Area ..Singfe family clr rriuTt pie family° Single:fam qj a liasuiatei€ oncret form.Exter o.f R 22.,0:: 4842 89 it t?n NtA F� ft� 3- Numbernfunrts ifrriulttpie.famlly 1 c,;N1A .. .. 4 .dumber of8eciroom..s 3< d NtA Ft ft 04 Ceiling Types IOWA* Area 5.>Is;th�s,a:vuorstcase Na a-:RwfDeck(UnveriWY R $00:: 2549QO U fi..:irondiUrsiseit door.:.a ea(ft= 4547 b WA R= 1p:NtA: R= ff2 7 YSlindows" f7escnpfinr: 31..Ducts::.. Vit: ft? a> U Factor: Db{;&V30:* 4 12 ,50.fe a;Sup Attic,RbV AWc AN Pilt[c ti 268 32 SFIGG 5Ft£C:-4 74 b:Sup Ade;#het:Aftiia AH:I#d; 6: 322:79 L U Factor:.. 5g1;'defau[t: ;m62 fk2 SHGG: 06Br,defatilt: 12 cc�ohng eystems: kH3futtir Efficiency c,:U Factor: NIA fie a::♦ventral.Unit 3 ;4 5�t^R:t5 t1E? SHCG: b:Centrat�ltiF 33..4 SEER'I5.Q0' d: U Factor IV1R- 13.Fleating.systems kBtu.,r Efficiency SHGG: a;:Electnc FW Pdrfir 33 6 H5PF 9 5C€ Area Wslgl ted Average Qvo bang Depth.:. 6.528 ft b:Electric+Heat Pump: MS: HSPF.9 50 AreaWerglted Average.SHGc; fl t51 Insulation Area 14 Hotwatersystems 8 F[aor TYPE .........Cap 7:gallons...... .............. x a;::Propane:....... a:Sfab- (♦ rade Edge tnstllat[an R.Q U 2U64 4Q.fi. EF.075 :. :Ftonr:OverOther:Space.:...... I Oal 99800fta._. _....... _ _.. ........ is Consetvaftori features c:,other(see details): R-........... 485�0 ft? . ...None............ ...................................... .... .... 15.Cie lits Psfaf .....................................................................................................................:............................................................................................................................... ........................................._......................................................._...._.._..........................._....................... ............................_....................................... .. ... 1 cer€♦fir that this fltne etasomplred with the Florida Energy Efficlenor.rode fc�r Btlllding 4 Construction through the above energy saving features which YVIIt be tflstal[ed(or exceeded).. .. , In this borne before final Inspection Uthemise :a new EPL D"{splay Gard vulll be completed �- ?°. .:.. . ... .... fr ilii based on Installed Cade co Matt#tea .res .. ... .... ..... .. .... Bunter Stgrlature:; mate `f/ /� ' . .: ... ..... -. ...... 9}.: ............... ciltyLp4dless ofV €mCew ..................... ... .. .... ........... ............................... .................._............_.............................._................._...................._......................._...........__.........._. rvote 'rhes.fs>rtit a,Bulldin Enc y Rattng If our Index iS betouv 7Q,your hgrrle mayquallfy for energy efficient 9 r9.: y mortgage(EEM Incentives i#you obtain a.F[orlda Energy,Gauge Rattng..Em ail.EnergyGauge.,ech support .. _..... teehsupport rgygauge.com or ses the EnergyCauge web site at en. gauc a cprn:fia mfarmatiotl and a l..... ...... ...........c�rtl ed Rate► For nforrrtabon about the to da Building de Enemy Conservatiop,contact the iQnda>Bullsiing Cornm'isston's suppoT staff:: **La6e[.required by'Secticr>Rao 13 of the.Flon.04 Building Code,Energy Cor$ervatian,if nal:[?EFAl3LT. #f I812018'f2:29 PM; Enet9Y.GaUge@:USA FlaRes2Q17 Section R405 4t Ccmptlant Softiivare: Page t af: . F1rlda Building:Coded Energy Conserrrat�on, lith Edttion(20'('x} ... "Mandatory/Requirements for Resi+dsnti 1 Performanm,:Prescrtptive acid ERI::Meth+ad [=SS1249 Beach.:Ave Psrniif:NutYibee Pedantic Beach,FL:,: MANDATORY REQUIREMENTS See lneiutdual;code sections four ftalC details:. SEMON 8401 GENERAL R4U t 8<Energy.:performance Level:(EPI.t display cardwarldaforyJtebwldtng official sl7alE require that an energy{ierForrmance:level#EPL)display card be camp(eted arty eertlfied:by the b index to .a and correct before final approval of the:building foroccupancy Florida taw(Section b53 9485j. Florida Statutes. requires tkie EPI c[splay card to be lnclrtded as an addendum to each sates contract far both presold and honpreeiiftl resrdentraI bmid(ngs> The>=PL drsplaYcard ccritams rnfc�lriaponrndicatrng the energy performance level and effieieir les of compcnepts rnstailed rn a dvretpng unit;The bpil'diiig: o�;frciat shall vert€y#kraf tie EP€.display gardcompieted and signed by thebmlderaccurately:reftects:th@:plans and specificatrans submitted>to.demonstrate cage compliance for the 3sy ldmg A:copy of:#fie EPL ctt5play card' an be found inAppenda FtD: R4d24:Ait.16akage(Ma'ndatory);: Thebirildingttiirmal:eriaelopesnail:kse.coristruoted:fohmitairleakage:in::accordaneewith.thereririirements:cfSections R462 4 1#t rdi igh 8442 4 Exeeptrpn: fawelGnj units of.R4Arc pancces and multiple attached singlefamily dwellings st.... . .permitted. corrspiy uviEh 5eston 0402 5::: 11402 41 0 Idlinig.thennAl envelope. The;buUding:tt ottn6t envelope:shall comply:with Secttons 8402.4.3 1:and 8442 4:1.2 The seai[ng>mettlods between:citssirnilartnateials shalt:allow for ditferentral ezpansron and:contraction, R402.4..I InstallatiopThe cpmponents of the bulldrtng thermat envelope;as rrsted:in Table 32402 4 t 9 shalt be installed in accordan„ce xnth the manufacturers:ihsfructrons and the cntena listed rn table 840241 t as...applrea.... the method of construpt+an,Where required`lig the cad..e offloiati an.apprQved third:party shall inspect all components and vera, compliance,: R40Z:412 Testing The builclmg or dwelfng unit shall be tested and verified as ha'+rng'an air leakage rate norex(eedmg seven air changes per hour rn Cremate hones l ar[d 2 andthree ar€changes peT hour rn:;Clrmate Zones 3 through t3 Tesfing:shalt be cgnduafed tn.accordance with..... ......... .._.......... AN IlF2ESN�TII.GC 880 and repnrfed at a pressure of 4 2 anelt rv:g X50 pascals).Tesdq shall be conducted by either individuals as defined.j SeeUon 553 9 3(5)or(7);Florida Statutes or ndrv[duals licensed as set forttr in 5ebtion 449.... (tj (g)or(ij oran approved thrrxl,party 4 - wtftfen report of the results of the test shall be signed lig theparty condud gthe test and provrded.to the code official: esting shall;be performed at any time::after:creation of all penetraftions'of the.buitding thermal envelope: _... ..... ._.... ....... .... ... .. .. .. .. .. .. . ....... .. ......_.. Pareeption TesUngsnotregyireMora..d..drbons,:aEteraUons,renovations orrepa[rs,afflebuilding:them?aC:a..nvelapenfexishng<burldngsin whrcfr;tlie new:constrriotlon rs les$than 85:percent of lire bulidirg Slrermal;envelope: ...... ... i3unng tesng .. ..... E:. ERterioevvindows:and doors,tireptacenndstove.ddors.shall be.ciosed,butnot sealedxbe.ohdtWintended weatherstripping:. . or other inflitratron control measures 2: :DgMpers:including:exhaust,,:intake,:makeupair3:backdraft:andfEue:dampers:shail.bealosed,butriotseatedb*** ciintended:..... ...... _... Infiltrationcontrol neasures-. 3 tntenordaors rf rnstalied at h time of the test:shall be ripen ..... 4. Exterior doors for continuous ven4tatiun systems and heat recovery venErfators shall;be ciosedarrd seated,... .,.. 5 Heating and coaling sys#ems if installed at ttletime of#kie.test;shalt be turned off... 6 Suppfyand return tegrsters if mstailed at the Utne of the test shall be fully open .... ....... _. 14.OU.2 Fireplaces New wood=burnrng:{i'replaces shall have tight fitting tlue dampers ar doors and:outdoar pombust gn air.Where using; tight fitting doors ort laotor"'Wit firepCaceslisted-and:laWted:in:accardanee with 11L:127 She:ltears shall be tested and:listed fortfte fireplace: .. Where using fight Er, ng'doois on;rr►aso Ty weplaces;fhe doors:shall be listed end:iabeTetl In accordance vurt4t 0 9.07: ................................................:.............._....._....................................._................... ........ .................................................__................-............................................................................... ..... .. ....... ROMA Feraestratroows skylights.and sliding glass doors shall have'an:air infiltration rate:of'no more.than 0 3:cfm per squab:#oat(1 5 Ustm2 'and swrr g ng doors no more than A S:cfm per square foot(2 f Usfrrr2) When tested according:fa NFRC;44fi or RAMirV WDtuIAICSA::1.0.'1l1:S,2lA44Dby:aneccredA6d inclependent.laboratoryandlisted.andEabeWe ythe:manufiadttjron: .:Exception., Site-buff#windows,skylights and doors:. 17IM-61.8 U.20-0M. Ene0yGa4gei .U5*r.F1aRas2017 EIa::E 6ffi.Edition(2017) .C,ort pliant Page I'of S MANDATORY REQUIREMENTS- (Contmuetl} :R442 4r4 Rooms.:iMontarmng;t uel burning appliances In Climate Zones hrough 3;where..:open combustion air ducts,proyide carnbusUon,air:.to open: combustion:fuel burrnng appliances,the appliances and:combustion air opening shall:tre located outside;the buifdfrig.thermal envelope>or enclosed in a room; isalatesttioinlnside the:flieriiial envelope.5ucfi rooms.stiitll be sealed andinsulated:ia:accardance with ttae envelope requirements of Table 84021::2 viiheie the walls doors and:;ce6ngs stsall meet:not less than the;basement wall R va.lue,requirement The door intp The room:shat(be fully Basketed antl any water lines agd:ducts iri file roam insulated in accordance witl Sect[on Fz403 The combuston au duct shall be:nsulated`where:it passes:ti?rough conditioned space to a tnihimum of.R-8. Exceptlot:s. 7: Direct vent appli mces:witti boV intake and exhaust pipes installed continui us...the outside: 2: Fireplaces and stoves complying wfth Seotion R402 4..2 and Section R1006:of the.FlQnda.Bu4d[ng Gode,.<t?esfdentfal: .442 4 5 i.... ed_l gbt!ng:,.Recessed Iumipaires msfalled in#hehuddmg thermal envelope sF ail be seated to limit air leakage between; condiUohed antl un&onditioned:spaces`Ail races"sed luriiinaires siiaii'ae IG rated and dalieled as having an air feakaga'rate not:rriare than:2 O: cfrn(0844 Us)when tested in accordance With ASTM E283:at a 157:psf(75 Paj pYessgre differentia...Alkrecessed luminaires:shail.be:sealed :with a gasket.or caulk between flys hbusing:antl the Nenor mall a. ceiling covering. SECTION R403 SYSTEMS k4d3A cantr�rs. 84431:1 ThermostatravisiorY{NCanda#ary) At least one theFinostat stiall.6e prov�detl foreach separate heating and.cooling system.. 14031::3(teat'pump supplementary treat(iNandaYory} Heat pumps haV!ng supplementary electric resistance heatshall have:contr.is that; exceptauring;defrost:;prexent:si pplemeritaCbeatoperation;wi en:the:heat:puma:compressor'oan:meet:the>heating load. R403.32-Sealing(Mandatory} :All ducts;air handlers filter boxes aatl bmlding:.cavities that form`the primary air containment passageways for air Alstnbudon systems shall 6e consrdece&ducts or'plenum:cfiambers shall be constructatl and seaied in accordanoe moth Section;C403.2:9:Z of .. ....... the Com ercW:Provisions:of:this code and:shaif be shown:to:moifduot:tightness cdteria`below. i]uct tightness sJ,all be gerified bytesting m accordance vfitti ANS)1REStJET,(lCC 384 by eithpHridividuals:as defined in$action 553.993(5}or(7:}; Florida Statutes,or:indnnduals ilCensed as set filth m Section 4891Q$(3)(f);{g}or(�},Elonda Stafutes,tope substantially leak free tri accordance `with seclhnii 8403 33: ::::11443: .1:Sealed<air.handler: Airbandiers shall have a mariufacturer:`s designatlon.fdrartair faakage 9f:no mdre:tiian::2 percetft:of the design:alMOW::rate when tested:in:aecordance With AS}iRAE'1931 12403,3 S Dltcttes#ing(Mandatory):Ducts shalt be piessure tesfetl to:determtne air leakage by o.e of t......lowing methods:: ................................................................ ........................................................................................................................................................................................................................................ Raugfi in fest:Total Leakage snail be measured with a pressure differential of 01 inch w g (25 Paj aorass the system,includigg the manufactun handii r encCosure if installed at tlie.time:of:.ttie test:All'registersahaii:lze taped nr,otbenviso. 0d:di nng.the test : .... 2.. Postaonstruction fest Total leakageshall ie measured With a.pressure dlffereni al;of01 inch w g..(25 P. .across the entire........... ....:.. ..... system includi ig the manufacturer's air handlerenclosure.Registers shatlbeaaped or_offierwisesea(ed:during'the:fest ................................................................:....................................................................................................................................................................................................................................... ..........................................._.......Exceptions;:_._........................................................_......................................................................................_.. ....._............._............................................ 1 A:duct air]ea[cage test shall not be required whets the ducts and air handlers are located.04*fywitfiin Lha building lhermai ...... envelope._.................. _.. ... . ......... . ............. 2 ::Duct testing Cs riot mandafory far buildings compCjiing by Section dUS....this code...... A written repotE of the resuifs of the test shall:be signed by the party conducting the tesEand:pravfded to the code pfficlal: _............................................................................. ........ _..._....... R403.3.S.Buridrng:cavrties{Mandatory} Building framing cavities hall not be Used as ducts:or plenums; ...............::...:...........::::..:........:...:............:...........:.............................. ..... ..... .... ........... u ...... . ..... ............... ............ ............. . ......... y pip g. iy} Mecfianioal s g pab rrying fluids above 105°F . R4434 Mechanicals stem m msWatiorr(Rllandato: ystem pipin ca 1e ofca or ibelow 5FF{13 C}'Shall be.insulated to'a minimum bf R=3: . .. .... .. ........ . ........ . ......... ..... , . . ... ........ .......... ... ..................................................... .. ... ..... .. ... .. ... .......... .... ....... 403A.i Protection of piping msnfation Piping insulation exposed to weather shall be protected from damage;mclWin g that caused.by _.... sunlight:moisture,equipment rriaintenance antl:wind,and shalC provide shielding from:sotac radiation thaf;can.cause degradation 6ft. Adhesiveaape shall not bepermitted: ..... ...... ... .. .. .... .... .. ...................................... 12403.51:Heated;wafer cicatt(ation and temperature mainteriailce systems(MandatoryQieated�rfatercireuiaGorf systelrie shat..be:ln _..... accordarice.w►th:Secfion R403,5.1.1..Heat:race temperature.malnfenance;systems shall be 5.1.2.:Aut.matte........................ conV.is,:Temperature senscrs.and pumps shall.'tie accessible Manual controls shall be readily:accessible. ..... ... ..... .... . ... .... ......... .. .... .... ....... 8403.5 i:1 Circtilatfotr systems Heated wafer cireulaffon systems shall be provided with a ciicutation pump.The syMem::retum pipes al be_a dedicated:return pipe.ora cold wafer supply pipe Gravity and;thermosiph.n circulation systems shall be prohibited.Contmis for .. circulating hot...AM system:pumps shall start(fie pump liasetl on the identification of a.demand for.hot water within the occupancy The. coptrols shalt autamabcaltytum off the:pump:Wbeq.the uuater in the;circufation loop is;at the'desired temperature and uiihen lEiere,is,no:: demand for hot water: 8403 51::2 Heat trace systems Elbotdt heat trace systems shail::com6lv.with IEEE 5..51 or.UI.575,ConVafs foc;such:sysiems shalt:; automatically adjust the gn..ergy input io the heat'Vacing.t9 maintain the desired water:temperature in the piping in.;aceorclance Wlththe:times: when°:heated water.'is used'lh the;occupancy; 111t312Q181229 PAA Eriergy.Ga[ige�[iSA FfaRes2Q:17 FBG:6th Edition (2017):Compliant Page 2 of 5 MANDATORY REQUIREMENTS:- (Cond} R4d36 S;tieat tcaf s fMandatoryy; Sto7age water heaters: "I egwppedwith integiat heattraps and having verfleal NO nsers shaif have heat:: traps installed gnaiefh the inlets and:outlets:External.#..... .apsatiall cone{st of......�a co nmerclaity available heat frail..a downward and: upward:bend:of at least 3,.V.inches.(89 mm):in the hot waterdistribution line and cold:waterline located as:close as:possible-to.Uiestorage tank: R4036. Water beater effcienctesj,..8nsiatory): 8403 8 t±;i Automatic controls:. Service wafer heating sysWiw shall:be equipped with aufomaiic temperature controls capable of atljitstment from:the lowest to the highest acceptable temperature settings for the.intendetl yse The mitnmgm:tempe'rature setting:range shall 3 e from`100 F to.'140°F(M.-C:to 60:C): 6403 5 6 t.:i2 Shut down.: A separate switch... a clearly marked:cirouit 6reakershall be protiided topermd ihe:;power supplied:to electric service systems to be turneid off.A:separate:vafve shallibe.provided to-permit the energy<Supptied:to the.mairt-#bdmegs)::of conib istton iyp..es.O service water beating systems:to be turned:off, 12403 ISM Water-heating equipment;: Water heating egwpment instal ed to residential units shalt meet the minimum efficiencies 4f Table G404,2 in Chapter 4 of'tlae.Flonda:Building Code,Energy Consetvation,Commercial Provisions for the type o€egalpment'mstaifed::Equipment used to provide:heatrng,furfctions as part of a:combination systerri steal.[,sapsfy all stated requirements for the;appropnate water heating category. Sclar.water:heaters shall meet the cntena o€:Section Rd03 b&21: Ft4t)3 5.f;.2.i Solacv6afer-fieatfng systems. Solar sysferris fotx omesfto fiof:water:prorJuction are rated t y.the annual solar energy.fattar: ofittle sysiem Thessolarenergyfactor of a:system shall:be determined from the Florida Solar.l=nergy Center Direetgry of Certified Solar' :Systems:Solar collectors:shali be tested to a000rdancewi3h ISO:Standard 9BOQ Test Methods fior Solar::Collectorsi.and.ZRCC Standard; TM-1,:Solar Domedo Hof WaiduSystem and.Component:Test Protocol:Goliectors m instalfed solar.water=heating systems should:rneet .... tltefotlawng:;crtera:: 1 96?installed with:a ilt angler between l0<dpgrees.and A0.deg fees ofthe hoftorital;and 2 Se nstalled at an orientation within 4S iegrees oftrcie:sauih>. 8403 S'Mec6amcal'ueaNtion;(tVlanOWN) The buildrr g shall be pro+nded i�uith ventilation that meets tha tequlrernents o e: on a Building:Code,:Residential,or 6lorfda:6uildrng Code,Mecharitcal;as appiicabie,'ar.with other approved.meansofventilationAriciudinT Nafural infiVatiori or.Mectianieal means:Outdoor air iptakes:and exhaasfs shall`have automatic orgravity iampersttiat close when the ventilation system:ls riot opekatirg. 124Q3:6:i:Illi'hatefiouse:mechanicat:venfilafion.system:fan::effiaacyWheninstalledtofunctfon as a:wiole-housa:mectiar»aal ventilationsymifans shall meetthe.,efficacy regurnements of:TabIa 8403.6:1; Exception: Where shote house meckanical ventilation fails are integral to'tesfed and listed HVAC equipment they shalrbe>:powered:by ............................ ...... .......... ................... n.elecfronicaily commutated;motor......... ..._........ . ... ......... ......... .................. .......................... . . 8403 6 2 Vent3(atron a>r:: Vl!(ien instal(ea to function as a ulhofe hdyse mechancat veriiifatio . systeta,fans shall meet the efficac t ......ants of Table 114.03:8.1, y eq. f`. The design ag chagge per flour miniriiums for:residenfial iauldings:h ASHRF4E 82 2 Ventilation farAcceptable lndopr Alr Quality,shatlase the rrtaztmum rates.allowed for residential applications: ...... ......... ..... ...... .. ... .................................................. .... .......................... .... ....... ...... ......... 2 Ido ventilation.o..r air-conditignfng system make-up:air shall.be provided to conditioned space from attics,crawlspaces, attached enclosed;garages or otrtdoorspaces adjacent t4>swimm...g pools or spas. .....................•. -- 3 ............ lfventifation air is drawn from enclosad space(s),then the:walis of the spaeel.. from which air is drawn shall be ............... ............. ... insuiated to a minimum of R=11 and the calling shall be insulated#o.a mimrnuin of R 1;9 space pprmfing,:or R 40 4fherwise........ _..... .... .. ....... ............... . ...... .... ..... .. . ....... .. ......... .............. .. . .... R4037 Heating amd cooling egafpntent{Mandatory:) ....... ... . ..... ... :R403 2<i Equipment sizing Heating and cooling egwpment shall be sized in.aacordance with P GCA Manual S based on the ...... .......... ......... equipment iaads calculated in accordance with ACCA Manual:3 or other approved heating and cooingid methodologies based:...... ..on Wilding loads forthedlrecGonal onenWon ofthebuilding The.manufacturer:and model number of.the-outdoor and:fndoorunfts split system}shalt be submitted.along wittithe sen,sibleand:total cooling capacities of the;dasrgn candrtlonsdescnbed in Section:83021.::::. ...:......::: This'Gode:does notall6w:designer safety factors,provisions:for future expansion or.other factcrs;that affeoi equipment`sizing.System ................................sizing calculations shall not include loads:created by local intermittent:mechanical ventilation such.as standard.kitchen:and bathroom exhaust systems New;or replacement heating and cocling equipment shall]have an efficiency ratingaqual to orgreatet.than title:mirntni�ir> required by federal taw for wgeographic�location where the equipment is mstailed. ....:......._....:.:..:.....:.. . .................._.....................__...............................:TAB.tE;R40384>..._..._.........................._........................................................_..............................._.... .... WH0LE=I40USE.11t1ECHANI6ALVENTILATIDN< .Y.STEM;:FAAN EFFICACY ........................ .. .. ......... ............... F W LOCATION AIRFLOW RATE MINIMUM; MINIM81t..EFFICACY a AIRFL=RATEMAXIMUNI ......... (CFM) (CFMMIATT)......::.:.: ... . ................CFM ;Range ho..ods Any: 2A.cfmlwatt: Any an line:farr: Any, 2 8:cfn kwatt: Arty :;Bathroom..;:utility room l U 14 c[m%att 9A _. _ Bathroom;:utility:room 90: 2 8 cfmlwatt :Any. For 51 1 cfm=283.ldmlm a. When tested in accordance with HVI Standard'916 1r18t2018 2`.2g PM EnergyGauge@i USA:=ElaRes20,17 .FB:G 6th Edition(2017) :Compliant Page 3.,of S t ntrnued} MANDMTORY REQUIREMENTS-. (C' 8903 71 i:Coolmg equipment capacity Cooling only equ[pment shall be selected so that its total capacity,is not less than the:: calculated total load but noY more than 1 15 tames greater than the'total id6d calculated according to the procedure.selected in Section 4t)31,or .. the closest,availatile sprovided.by>the.manutacturet's productaines.The.;correspondigg latent capacity of ttme equipmentshall not;fe less ttiart .the calculated latentload. The published value for AHRI:totai capacity[s a nominal rafrng test value and:sha11 nal lie used fcr equipment sizing'Manufacturer's expanded perfornmah..re:datashat!be usedfose[ect:cooling-only equipment.This selection shall I... ed on,the out....... ign dry bulli;temperature for the:toad calculation.{br entering water temperature#or water source:egwpment),the,biower CFM provided bythe expanded performance data,tf e design value for.entering Wet-W lb tertiperature acid the design�±alue..for entering dry tial[.temperature: Design values for entering wet=bulb and:dry bulb temperatures steal[b&:forth the indoor dry bulb ariq.'r0106 a huffs tt..used tor.the toad calculatiort and.shail beadtusted:forTeturnside:ga ris.if..fhe:return duct(.)[slnstalied in ari:uncondifioned space. Excepfiois: 1. Attached single-and multiple famdyresidentiafequipment siztng;:may be sel..ected so that its:cooling;capacify is:less thaim;the: calculated total sensible load but not Less than`$tl percent ofthat load:. 1/Uh an signed and;sealed y a Florida=registered engineer,m aittached singte and:TnAp[e4amily units:the capaoity'of equipmentmay besized in;ac cordaricewith,.good desigri practibe: R4037,12[�eahngequipment:capadtty R4R3 7 7 2 E Heal pumps Heaf pump swng shall be based oh1h cooLng.requaements ascalculated according to Section R40$?1.1,anti fie heat.pump total cooling capachail not be:rnore than 1,15 fi nes greater>than the d:esign:eooling•loa itysd:even if the:: design:Feat{ng.load is 115 times greater than tte design:tooting;{qad: 134113;7122 Electric resistance,furnaces, 1=lectnc;resistance furnaces;shall besizedwlthtn 4 kW of'the design,requiremen..#s; :ca leplated according to the procedure selected in Section'R403 7,1. 8403 71.73:1ossit fuel heating equipment The capacity of fossil fuel heating egtipinent with natural:draft atrr�ospheric;bumers:s.hall: not be.less than the:design load calculated in accordance withSection,R403 71;_. 8403 7 9 3 Extra capacity regyired for:special t ccastons. Re5ldences repwFtng excess cooing or heating equipment capacity on an intermif[entbasis,such as:anticipated:additionak:loads caused by major entertainment evenfs,shat[have equipment=.sized or.eontrolled to.prevent ...... .... ..... continuous space eco,lin or eating vi±ithin that.pace:by:one or more of ttle.following opfions. ....... _................. ...... . ......... . ...........1.............. A separate coating cr heating system js ufilized to proy'de cooling or heating to the major entertainment areas . . . ........ ... ..._ ............... 2;. A v..ariatite capacity system s¢ed'for q umm performance during base load periods is utilized. ..................................................................... ... ......... ....... ... . ...................................................................................................................................................................................................................................................................................... . R41t38 Systems serving multiple dwelling amts.(Mandatory) Systems serving multiple dvrel[ing units shall comply;with Sections.C403 and............................. C404 of the IE G—Commercial Prov�s�ops in treu of Section R4(Y3.. ............................................................................................................................................................................................................................................................................................................ 8403 9 Snow melt and tce system..conirots>{Mandatary)Snow and ice=melt<ng:systems,supplied through.energy service to the building shalt.. ...... . ... .. include autanmaEic controls capable of sliiifhng off tt esystem:when tha;pavement te..... are is above 5Q'F 110°C) and no precipRatra.is falling an tan automatic or:manual cotitrol.that;wilt allow shutoff:wfiOn the out loon:temperatWe:ls:above 40'F{4$°C): EI4D310pools aril pe'rmanentspa:energy consumptioniI Andatory). Tha ei e!gy:consamptiorl of pools and periiaanent spas shallbie .......................... in:accordance with Sections R403161:through R4.0-J .a.... ..... .... ................. .... .... ..... ..................... ............................ ....... ....... ........ R403101::Heaters,;.:::: ::::The electric power to;heaters'st(ali be controlled liy a read i►y;accesst5[e on off,sYi[tch that is an integral - - part of'the heater mounted on the extenor of the heater;or external to and Within 3:feet(01:4:mm )of fie:heater-Operation o such:switch: ....... .. ..... -.. - shall not change the setting of the beater thermostat Such switches shall:be ori addition to a:circuft i reaker farthe power to the.heater - Gas-feed heaters shaltnat t;e equipped with;conbnuotisly bum..itg tgrntrcn;pdots. ......................................................................................:...................................................................................................................................................................................................... R403.162:Time switches:Time switches orothw..control:methods#hat can:automat[cal!yfurn.off:and on:according:to:a:preset schedule.shM be --- ..... installed.for heaters and pump motors:;Heaters..a..nd pump motors that have built n hmeswitciies shall be,[..n compliance with this section. Exceptions:........................................ ....... ..._.......... .. l:...Where:public:health standards.requir8 24 hour.pump operation__..... ......... .......... ........ ............. . ...... ................................ ....... 2: Pumps timat:operate solar-:and waste=heat-recovery poot.hea6hg systems:. 3.: Wherepumps are:powered sxclusne.[y from on=s►te renew.abte generation:: R4031J}: Cpvers. Qafdoorheated=swimming;poolsaridoutdoorpermanentspassha[tbe::equipped: iithavapor�refardanooveron:oraON. water surface.or a I.Nuld cover or other means proven as r.duce ibeat loss:: Exception Where more than 70:pement of:tihe energy for heating computed overran operation season [s froth:site-recovered energy,: such:as from e:heat pump or solar:ehergy'soiirce covers or other vapor-retardant:rheans shall no required. 12403 140as�and ot1 ► d pool and spa.heaters .All gas-and oil fired:pool and:spa heaters shall have a mitalmuin thermal efficiency of 82:percent for fieaters manufacture :o n or:after April;l;6 2013,when tested in accordancewith ANSIZ 21.56 :Roo!heaters;: fired by riaturai or LP gas shall nothave conhnouslyburnipg pilotliglits, 1/18120:18,i2 29 PIUI EnergyGauge�USA FiaRes2l7a 7 FBf;6th Edition(20 '1 :Compliant Mage 4 of 5 R40310.5 Heat pump pool heaters Heat pump pool heaters shall have a minimum GOP. of 4-Awhen tested in accordance with A.Rt.11fi0;Tabte 2 Standard RaUng£ondltlons-t a Air Temperature Atest report{rbm an independent'I.ahoratory is requtredto verify prncedurecampliance Ceottermal swlmmirtg:pagl heat pumps arenot required to meet this standard. R4t1$11 Portable spas{tNanciatarbrye:enemy consumption of electric-poVuekeCi pDCEatSCe.spas shall be controlled V reqWfrommts.of AP,S>s�td� SECTIOhI A 4. ELECTR[CAL.POWER.AND L[GHTING SYSTEMS R? 1 Ljgtiting equipment(Mandatary) Nat less thAn 75 percent ottee Iamps im ermanenIII [nstaited Ilgl ting fixtures shall.tid high Iampsdi not:cess than 7S percent bf:the permanently:iristalled ligh.fing:fixtures shalb:ccntaln only.high=efficacyr lantps. Exceptlorr Gow-v.oltage:lighting:. R404 f 1.Lighting equipment{MandatoryFuel gas iighhhg systems sFialE not have continuously 6urning plot lights. ....................._.........._..............._................................._.._..........................._........_......................... ........._..._.................._.........................._.__..........._.............__........................................... ............................................................................................................................................................................................................................................................................................................ ..........................................................................._........_............................................_.................__...................................................................._........................................................... .......... ...................................................................................................................................................................................................................................................... .................................................. ............................................................................................................................................................................................................................................................................................................ ........................................................................................................................................................................................................................................................................................................... ......................:..........................................................................................._....._...__...................................................................................._..........................._................................................. ........................................................................................................................................................................................................................................................................................................ ............................................................................................................................................................................................................................................................................................... ............................................._........................._.................................................................__.................................................................................................................................. ....... ........................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................_.............. :411.0120.1#41 28 PM EnergyGauge�USA.-FlaRes2t31fi FB:C;lith Edit pb(2017};'Compliant t5age 5 of b 20'17 AiR BARRIER AND:INSULATION`INSPECTION COMPONENT CRITERIA TABLE 402:4:1A .. AIR.BARRLER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name;: Boaneke House Builder Name: Street: 1249:Beach:Ave Permit OMoe.- 0, nu Beaott Cita+ State Zip: Atlantic Beach F1; Permit Number; .Owner. J,'Orf g(lictio'n.'I 261100. Design:Location: FL,:ttIIAYPO 18 CbMPQNENT AlR BARRIER.CRITERI.A INSfJLiRTION.INISTALLATIgIN CRITERIA, general:: A coiitir►uaus air battler shall be installed iti the buitd(ng envetppes. �vr�penneab(e insulation:shall: Theexterior thermal envelope contains a continuous air barrier. notbe:used as a seating:material; regwreriients $reales or joints 3n the.air.bamer§tialC he'sealed. The:air banter in any dropped ceilingfsoffit. all be aligned with:the The insulation in:any.dropped ce(linglsoffit t tilling/attic: lnsulation,and any.gaps in the alt boaler.shall be sealed. sha111ie allgried:vith.the:sir barrier<. Access openings drop down stalls or knee WM dooms to' ural ondihoned'atde spaces shall be sealed, Wails The.jundon of the foundation and sill p(dte shall be.:seated. Cavities wrthin.00m,e and headers of frame walls shall The.junction.of theto ft plate andthe top Qf:extenor iva(Is shall<be sealed. be insCilated by>aomptetely Tilling ttie cavitywith a: Knee walls stiaCl:tae seated;. materis having a thermal resistance of R :per.inch . ,.0 ;minimum; Exterjor.thermal entalop:e:Insulation forframed walls shall.;t2e installed in spO5... ntral co ntact:and.:corifinuo4rs: : alignment with the air.bamer. . . WinddWs;::skylights The:space between uiuidowldoar:jambs and framing,and. 'arid doors skylights and:'framirnl shall be seatetl: Rim joists Pilm;joists stall include the&banter:. Rim joists shall.be insulated: Floors The air barrier shall be instal%d at an}rexjosed edge of insulation: Floor framing cavity msulahon shal(be installed to: {including: maintain permanent contact wrath the undersida of above garage _..... ........ ... subflodf. decking or floor..framing camiy msulahon skull ............ and cantilevered floors} p p be ermrtted tube in contact with file to sine of ........ . .. ..... ............ .... ...... .... .... ....... ........ ......... sheathing,or cantmiicus(nsuLatior anstalied *:the underside of:floor framing and exEends from.the botiom to ttieaop of alli penmetertloor framing members, ...... . ...... . . ... Craw!space walls: Exposed earth in unve6W prowl sp,.ces:4hdll be covered with: Where providecl:instead of floor insuiatien,:insulatlon ...... ... ... ...... Mass I vapor retarder w(th overlapping joints taped:. - shall be permanently attached Wthe crawispace walls; ShatLs;penetrations: Duct shafts uttlify penetrations,and flue sliafts cpening to exterior .. ......... or unconditioned s ace shall.b.0 sealed':. __ ............ ...... ........ ._.... ............ ..... Batts:(rt narrow cavthes sha((>ze cut to fit,or narrow. cavifies shall:be:filled by tnsulalion;thafi oninstallatiian: ............ Narrow:cavities... ... .. ....... ..... .. .... ........ .... ... .. ....... _. ........ readily conforms to the available-oavity spaces. ...... Garage separation; Air sealing shall be provided betweertthe garage and conditioned Spaces .. ....... ... ..... f2ecessed:lighting Recessed light fixtures:(nstalled an the building thermal envelope shall Recessed!(ght fixtures installed 3n.the building be seated to;the dr WE therinat erlveCope shaiC be.air tight and.tG rated> - - - Batt ii s.1000 shall be cut neatly to fit around wtnng and Fiumbmgantl wiring: ... .... ... .... ..... ......... .... ...... ..... .... ...................... ........... ......... __..... plu"mbrpg,In extenor walls;or Insulation that;on. instal(ation<readily confiimts to availablespaceahail extend behind i in and win .y Showerltub. Tl e:air barrier insfallediat exterror ralis adjacent#oahe�wers and Enter orwails ar3aacent td showM lind tubsshall be ..... on exterior wall......... otitis'shall separateat em fromatie showers:and aubs_ ........... . insulated'. ........ ......... ......... .......... ........ lectnoaljphone box<on The air ba ftershatl be 6stalled behind electrical or communicabon eltteriorwalls boxes or air=sealed boxes shall be installeds .... ..._ . }VRG.register boats H1lP;C register bootsthat penettafe bulld(ng theimalet►velope.;shall:tie sewed tothesub flaoror.drywall: Concealed When required to be sealed;concealed fre sprinklers shall only be sealed spClfiklerrs in a mannerthet is recommended by the.iiianufaeturet Caulking or other :adhesrve:sealants shall not:be usetl tc fitl.:voids:betwe'en fire:sprtnkler core'Tates and.Walls:or ceilin s. a.:In addition inspeotion afilog welts shall be m accordance with the:provisions:of ICG 400 1lIt;IZQ18 t2 29 PitA 1=nergyGauge�USA Fta.Res2917,FBC 6th Edltion(2.(147 Compliant Softwate Page>1.:of 1; C® -v, p l-e�4 (� o -�- � FORM R406 2017 Envelope Leakage:Test Report Performance FL0 1 A ENiERGY 'EFFIGIEIyCY CGDE FOR BUILDING CONSTRUCTION Enverape Leakage Tesfi Report Performance Meth .Pinject'.N' Bceneke House:: Builder Name:: Street; 4249 Beach AVe; PeanitOffce:; f�fianhcBeach..: Eitjr,Mate,Zip: Atlantic$each, FL;,_ Permit Num ber: :Design Location. FL MAYPORT NS Jurfsdictiomt 261100 Cnnd Floor Area . 4547 scf.f( Cond..,voiu ftw 4930 cy f( Enueope L+rakage Test Results: :Leakage Characterrst:cs: E2egressoCtData R. Single or Multi Point Test Data ..-_--u--- ---------� Re0Wt0d'ACH(50)from:: - - — -- -_– HQtJ5E PRESSURE ^— FL051V FORM R405-20.17 1 j Pa Cfm 2 Pa: e(rn.; tested ACH(50) 3: Pa< aft. -.., - -- --- Nested leakage.must pe less than or equal to the 4 ( PaCfm: ? requ+red.ACH(5p)shown orr Form R405-2017 for this budding If the tesfed.ACH(5fl)is less than 3. _ cffn ' #he.building.must.have a:mechanical vehtdation ...... Pa> na:: ' sysfem:: ..................................................................................................................... .................................................................................................. ........................... ._...................................... 802.4 �.2 TeSttitig The'buitdtng or dwelling unit shall:6e tested ahtl verified as having an air leakage rate of not dxceetling 7 air changes per hour in ............. Cl rrsete Zories 1 iindI Testing shall:be corlducfed with a blower door at a:pressure of t3 2 Inches w g.(50 Pascals);Testing shall bereondueted by etcher ...... .:Indraduals as defined+h Seaton 553 993(6.or( );Florrda S#a#aces or mdivrduels licehsed as set forth+n Secfion 489:105(3)(f} (g� or tib or an approved third a A written re art of the esulfs of'ttie test shalt be s` hed b the a .cond i fin the test d tovided to the code offic+af. 7estin :shall be: rforrnect at ....................... dY ..... .. P,. ig Y P g .. P.. g Pe ............ . anytime after creation.of all,genet[attonsoftlte;:Wlding;thermalenvelope. ..... ..... ......... ._.... _.... ........ Palma:testings .............. ..... ... . ..... .... .. 1.Exterior windows and doors,fireplace and stove doors shall be closed but not sealed;lid yondthe.intended weatherstripping.nr other ......... loftltratii moontrol measures, . ........ 2.,Dampets rncfudiag exhau5(intake;makeup a[r,bacfcdratt and fCua darr,pers shall be:olosed,Taut notseaied beyon..d intended ihfiitratian: ...... . ..I..... ...........:control:rrreasur6e.. . ........ . ....... _...... ......... ................................................ ... . ...................... . . .......................... 3. nteriordoprs #... installeat hetmepfthele , hopen; ... ........... ........ 4.Exteriot:doom for:cononuous ventikaflonsystems and neat:re.covery:ventilators shall be closed and sealed ............................................................................................................................................................................................................................................................................................................ 5.Heating and co.,oling systems If Installed at ihie oft.i.6test shalt be turned off;an..d: 6.Supply ......................... return regrste s,tf installed at the t me of the test dial,.tae fully.open: .............................................................................................................................. ...................................................................................................................... ........................._I................. ..... l hereby certlf Ahat the;above envelope leakage; .....Testing:shall be conducted by either........... Q S?,q 4y ................. individuals as defined In Section fi performance results demonstrate compliance' �,, s �C�s ... ...... with Florida Energy Code requirements In 553 993(5)or(7),Flocitla Sta#aces or individuals Ilcerised as$et forth+n trr:r��, _; a C) ........... accordance:with Section.R4024.1 2: I Section 4$9105(3)(.} .(g),or(t);orart, _..... _..aPpravedthirtlparty Avurltten:report of the results of the test shall be signed SIGNATURE.' uythe=third pacEy conducting the test and:provided to the code bfficial. PR NTED NAME: (� BUILDING OFFICIAL. - ----- _ -...—_..... ..-. - DATE: ey q• �O�� Tr =01842-429 PM: 2017-Secttori:R405 4.1:Compliant Software Page:1 of:1 Manua:S Com fiance:Re ort' Dat - - wr'rghtscft P Date, 111018 Ist loor Energy:l]esign.S * terns,Inc. 11727 Brady Rd,iacksamriile,.F:L 32223::PhohC:904-268-3670 Fax;904-268-3674 Email;eftJq(Mgma(I°om ........... .. _ ......... _ ...._... ..... ..... ........ Project • For: Boepeke Residence: 1249 Beach iAve,Atlantic B.each,.FL Gooling Equipment ........ ............. ....... . Uesig,A:Conti wns a :Outdoor desigitDS: 94,4`.F Sensllfe gain: 23984 Shift. Ertteting coil DB 74 0:F outdoordesign WB: 7-7.4-F Latent gain: 5487 Btu1t En teilnng coWB; 6'1 7°1= Indaor:des(gn DB 74 0°F Total gain. 29471 Stuh Indoor:RR: 50 Estimated Orf bw: 1187 -cfm manufactu..rer's perFonnance Data atActual Design Conditions Equipment type S.P.I.It ASHR Manufacturer: Trane Model- 4TWR5036H1:+YAM9At WW31 Actual>airflow: 1'187 cfrri. Sensible capacity. 26730: Stuh:: 111%:of 10ad: Latent:capacky: 66:70 St*dh. 122%o ..fload Total 31capoadSHR 60%uo . ................. ... ............. Heating Equipment . .............. ........ . ....... ........ ................ D srg0:06 ditriTa s .......... ... ............................... .. ._.. ....._......... .. ... ....... ....... ...................................... .. .... .. ..... ....... .... Outdoor:desi n DB*. 38.1°F Heat loss: 24:136 Btuh Entering.coil QB: 68 0'F Indoor:design 13B.. ._ ..............I.............. ................................................... . ............................................................................................................................................................................................................................................................................................................ ................. ......... ......... ..... . ........ ................ Nfanufacturer"s Performance Data atAc#uaf Design CondIttons ................................................................................ ...............................-........ ............................. ............................................................................................................. ............................... Equipment type Sp1lt ASHD .... .. .... ............. .... ...... .... Manufacturer: Trane........ Mod e1. 4TWR5036H'I+YAMW4.0.. 6v ............. ........ _.. Actual airflow. 1187....efrrt .. ..... ................ ... .... .. ............... Output capacity: 33800: Btdh: 140°!a of load: Capacity balance: 29 °F ...... Supplemental>heat.required ... 0 Bfutt ........ ..... ...... ......... Econamlc<balance- -99 °F ................---................................................................................................................................................................................................................................................................................ Backup equtprnent type:.. ..... Elee stnP Manufacturer Mod..el.; Actual alrfi. 1187.... ofm ...... ........ .. .... . ........ ......... . ........ . ........ ........ ............... 001 Ltcapacity; 71, kW 100%of load Temp: rase: Meets:are ati:regtiiremonts v€A4CCA Manual:S. . ...................... 2Q]8lan 181235:4 WI'Ig11tS.0ft` RightzuileO:Umversai 2017 17 0 17 RSU17i57 page 1 ,.:FAC,Hoerieke House.1249.Beaah live;All Bch znp Calc-mjll Front_A.o°r faces; W: Job wlr�ghtsaft� Manual's Compliance Report Date 1112/10 20 :F�b r. Energy Desigm'5ys#ems,Inc. .1.727:Brady Rd,Jac[esonWte..EL 82223 Phorie::9OM266-3670 Fete 904.26&-3670 Email:eds jaz(a�gmafl tom: __........__............._.._.........__......................_............. ...Project 1 ,. For:: Boeeke Residence: 1249 Beach Ave,Atlantic BeaGb, FL CoolingEquipment ...................................... . Dt�.sgn_Cond�ttons Outdoor destgn;.DB;' 94.4'1 SensipCe gals: 25078 Btiti. Eitenng coil OM74.WF . Outdoor desl1gn VVB:, 77 4°F Latent 9ai:n:' 4874 Btuh Entering coil WB: 61 VF Indoordesign D9 74 OaF Total gain:. 299:52 Stull IndoorRH: 50%: Estimated.airflow: 1187 :cfm N[anufacturer.#Pe.:ormartce: 4ta.atActuel Des>!gn Cond�tians Equtpinent type SPIT#�E15H..P: 'Manufacturer..: Trane Modek: 4TWR5p36H1:{TAN9AOC36V31 Ac#ual atrflovv X187` cfm Sensible copaelty. 26730: B#uk;: 107°l. f load. ... Latent capacity; 667,0 Stub:: 137°laof:load Tates capacity.. .... .3:3400 ...a3tuh.. ...112%,.of[oad.::.SHR....49 ............... ........ ................ .......... Heating Equipment . - ....... ..... .......... ................... ................... ...... D .o .VOW ._....... ... .................................................................................................................................................................................................................................................................................................... O6tdotir design DB:: 381°F' Hbat loss:: 17109 Stub Entering:coll:DB: 6801E ............_........andoer`design DR'.........680°F....._......................_..._.................... .............................................................. .............. .................................-.............................._.........................................__................................................-............................................................-.........................................................-_....... .. .... ..... Macufac#ureas:Performance D 1.a4 Actu. Design Condttlons ...........................................................................................................................................:............................................ ................................................................................................................... Equtptrtent type Split ASHP Manufacturer..: Trane. ......... Madel 4T1NR:5.036H1 TAN9AOC36V31 ..........Ac#uat.airflow:. ....... 1187.....cfm ... .. .............. ......... P Output capacity. 338.00: Btuh 198°/a of.doad: Ca acity.balance: 10 °F ......... Siapplemental::heat:required:..... . .. Bfuh ......... ......_.. ..... Econotntc<balance. -99 .QF.... . ........... ........................................................................................................-........................................................-.................................................................................................................................... .......................Backup em u. type: Efec step (laciifacturer' Model..; Actual:airflow.. 1187.....Gfm _ ..... ....... ....... _....._... put capacity: 4.--.!. 0 Qutg4%raf load Temp:,nse; 561 F Meets are all:requirements ofACCA Manual.:S. F 20te-:.len 1812'3547 - -wr><ghtsoft° k,gOht SaiteO U iversa1.20�7 17 017:RSU37 7 pgge 2 AC+�P+....:EAG,BoeWe House.124S Heath Ave.AW*adb Nalc oP ta P: C -MJ8 Front 0.ores; W urn,ma. as 111211 wlrtghit.Oft J Energy t1flOYMOMS.,Inc.: 11727 8rady:Rd JacftsoaN�[e,FL 32228 Ptaoiig;994 268 367a Fax:944-268 367 Email:eds jaz�Bma�l corir:: Project # s For:: Boerieke Residence; 9249:Beach Ave, Atlantic Beach,.FL Notes: ...................................... ........ Design Information Wea#her. M, :Ns 1Nn#er design�.ondfl.ana: Sumter Design Conditions Outside db. 38 °F Outside db 94 °F Inside db .68.; °F: inside db.'_.. 14 °F Design TD 30 °F Design TQ' ZQ °F Da IX range t Relative humidity 50 °lo .. Moisture d.k.iVnce 52 0.1.t: Heaftng Summary son lbla Cooling Equtp:rnent Load Slzmg> Structure 24136 :Btuh Structure 23984 Btgh: Ducts 0 Btuh Ducts 0 Btuh Central uerit(0 cfm}: 0 Btukt; Central vent Vit}cfmj 0 Stuh Prone} (none); Humidification 0 iBtuhi Blower 0 Btul Piping: ......... R Btulr .. _.. Egrirpment load 241. Btuh Use manufacturer's. is#a ... ...... ..... .... ... Ratelswln :multi Tier 00y g P Infiltration::... Egulpment sensible load 23984 Btuh :: ................................................................................................................................... .......... Method: . Simplified La#enf_Coof- E.U,-, ent�Load Slzing........ ... Construction quality Average Fireplaces I (Average) Stricture 5487 Btutt ....... ..... Duets 0 Btuh... Central vent:( . ....... . ........ ........ .0 Btut .............. .... HeatlRg Cpalrng none) ........ Afea tf l 2064 2064 Equrpme6h'latent load 5487 Btuh Volume(w) ... ... 26108 2690.8 Arr;ctrange.,l our..... 0:33 016..... Equ pmenfitbtal load 29471 Btuh Egttry AU. 144 71 Req.total cap acrty.4j 0.70.SH I ton: ...... ....... .. .... . :.. ... ... ... ... ... ........ ................ .... Healktng Equpmen#Summary Caoitng Equipment Summary Make Trane Make Trane T[ade ... TRANS Trade TRANS ...... .. ... ...... .... .... ... ... ..... ... Model MR-5036H Conc1 TWR5036H I AHRI..ref..... 10093585 Goll ..... . YAM9A0C36V:31 ..... ................................................... ..... AH'RI ref 10093585 Efficiency- ...... 95 HSPF Efficiency 1Z 5 EER t5 SEED Heating input Sensible cooling 23390 Btut ................. Heating output .. .. ... 33800: Btuh Q:47°F.. Litent cool[ng 10020 Btuh... ......... ...... Tem erature Ilse: 26: °F Total cooling 33404 Btuh ....... Actual airflow ..... ......... 1187 cfm .. . ... Actual airflow ....... .... ....... 11:$7 cfm. Ait:flowfado 0 049. cfmlBtuh: Airflow fact it 0.049 cfrr lBtuh` Static pressure ::0 1n H2O. Static pressure. 0 rn H2O. Space thermostat:; a Load sensible heat:.ratio: 0 81 Capacrtybatance:point Backup Input 7kW, Ditpu#=24136 13t6h, 100AF1E Calcula#Ions approvers by AC:GA to meet all:requirements of Manual:J flth Ed 2x18-Jan 1812.35;47 "H rlghtSO Rigl�tSudez�17cpversal 241717 417 RSR1174rs7 Aage l EAC,6oeii ite.}touSe;i248,BeQch Avg,Atl Bch sup. epic M3$ Fmnt;D'oO face's: W Pra ect suimma D° WI"ICJhtiSO J2n iFfoor Date 111 . Energy Resign: ysteMs,Inc;: 11727 Btaay.Ri1 A W60.iinl[e FL 32223:0:hobe 904 26&3.670 Fax:904*-� 670 Ematk.eos'Jax�gmail cDm:: ....... ...... ......... -Proiect Informati.on.... For:: Boerieke.R es'*W e n c ei. 1249 Beath Ave_At Beach, FL Notes: ............ .......... Designinformation Weather Mayo rt.Ns FL,:US Winter DeS.ig:n Condition[ Summer Design Conditions Outside db 3$ °F' Outside db 94 °F Inside db 63 kF: Inside db ,.. 74 °.F.: Design TM 30 IT Design TQ 20 °F Darty range: L Relative humidity 50 %... Moisture tifferen.ce a2 gr11.I Heating Summary Sensible Cooling Equipment Load Sizing: Structure 17109 Btuh Structure 25078 B#uh Ducts 0 Btu.. Ducts 0. BfOil f Centra(vent(0 cfrr}: 0 :B#uh Central vent:(0 cfm): 0 Btu.. (Wane) (none) Hun.fidificaflon Q: Btuh: Blower 0 BtU ......................... Prpm .... ... .... 0 Btuh .. ..... . ............ . . .... .. . ... .... .... . Egtrpment load .............................. -111.0. f7109 :Btuh Use manufacturer's.:data. ......... .... Ratefswrn multi lier 1 OOy 9. P ...... . :InflltratiQn:_... ... ...I... hent sensibleload... 25078 Btuh.... method ... Simplified: LOWt Cao[rng Equipment Load Sizing Coristruct>on qu. 1ty Average Fireplaces 1 (Average) Structure 4874 Btuh .... .. ....... Ducts _ 0 Btut. ..... ent(0 cfm) ............. 0 Btuh.. Central u Heating Cooling.... Area(W) 7483 2483 Equipment Latent load 4874 Stuki Volume( ) .. ... 23410 2341:0 Are.ohangeslhour...... 0:27 ........ 0.13 _ Equipmenttctallaatl .........:.2...9.952 Btu.. ..... Equry A1/l (cfm). 1:.07 53. Req;:total Capaclfy at f17Q`StiR 3;0 ton: ............ . .. ..... :. ... .. .... .... ... .. .. ... ............ ... Heath E ui anent Summa C. ling:Egwpmenf:Summary 9:....q....P.. :............. ...... :..... :......... ......... ..... ... .. Make..... Trane Make:. .. Trane . Trade TRANS Trade TRANS Model 4TWR5036H1. Cond 4TWR5036H1.. ...... . AH'Rr.ref.._. 14093585 ......... ...... Coi1:: .. .TANSA0C360.1 ... . ...... ....... ..... ... ... AHRI ref 10093585. ...... .. .. Efficiency .... 9 5 HSPF.. .. Efficiency .... 12 5 EER 15 sEER Hsafrng input Sensible cooling 2380 Bfutt Heating qutpu# ..... . P 33800:. Btuh.; 47°F:... Lateht cooling ............ . .. . .. .. 10.020 Btu;...... .............. . Tern erature nse: 26: °F Tota(coolrrrg 33400 Btu Actua�alrflov� ........ _....... 1187 cfm .... ........ Actual airffow ..... .. ......... 1:1.87 cfm. Art:fla�Ar facfor 0 069, cfmBtiuh. Ar flow factor 0,047 cirri/BtuFi Statte pressure 0 rn N2 Static pressure 0 rn H..:2.Q. Space thermostat:. Load sensible heat.ratio 0:84 Capacity b. ance.point 19 T Backup Input 5 kW, Output 1:0M.Bt6b, 100 AFOE Caloulati.ons approved byAC:CA to m.:eet all:requiremerts of Manual 4 8th.:Ed. 2a16!an 1812 35:47 - - Wr ghtsoftr right si ria llmuersa120.:t717 01?RSU17457 pgge:2. .. ,,.,EAC,99eirekeHou&e;i24g�eCh,Ase,Atfl cup Calc MA$ FrontOoprices: W 1:sti Flnot Beacfiiath:? Uestitule. Laungiy 9B c ' 44 cfm. 44 pfm ` PBhteY; 51 in a6:efm _ T 9" tcfm ..... ems' 9 92 cfm Aqi` 8 �71 —TY$ 77: Yea ,^" .r—eI"�7 t..:,. ........... ...... ....... ....... finer � A W657 ..... .74 .......e 9$afm 9$cfm Dining :460.0" Ce 1 ... . _.. . . Exclusively for#he:useof Sca Zo Performed far: Boeh&, Residsnde Environmental;Ait::Cortdttionihq:Services.loc:. Right 5 17. uit-i ntuersal20 12�k t3eaoh Ave: 17 o ATS AtlanUc.Beacl F[. 201&)an 1812:3810 .,.use, 1249 BeaehAve,.Au.Bch.tup N: s� .........:.......:.......i........i.......`:.......i.......:...... .i.i.......i.......i...:: ! �t 2n::Floor .. _...................... ......... 06s.. 9: Qt(ice OlfrcGlosek NaB Gfaset tit ;tfrn; 91 ofm. + 8a ofm d ctm: fYi..... Gatti g' .� ................... ............... i i ill......:. b•:. l ....... : aet :.. We Half Ut S; �7Z cfrri. ... _.. ................................. .:::: .. Tall ........... .... ................... ite _ .. .. .. ...................... ,. ............... ........ ....... h :89 cfin: 31 cim' C .........;; WS t2 . 20:ctm l 20 cfmi to cim 1Nster Y W5(1: Q.£d2: Masf r8ed Utldty: .� .. ^I:3.cfm:. cfi(i i 89�cfiti,. 54cfm'� 88cfm ........................:......................................... !.....___...... .:.::...::....:. .:......:.......:.......:.......:.:.......:.......:.:: : :: 9astas:f3at6' .................................................................. . ..:.:....... :: clip Mfr:; e Jab# Exclusively f:or:the..:: ;se: vocal 12t) .edormedPot.: Page 2 Baenek�E�estdsnce Envirortmetifal AEr:GortdltEoning_Serv:i es lnc:. Rtght- .aiW U.niversal2017 1�49:�eaah Ave 17 017 R$U17�S7 Atlanlfc:Beach,FL 2015�1an 18 12:38 10 use,1240:gsachAve Ati Boh.zup 4ob. Duct System,SummaWy DAW.. 't Floor Ex4lusivelyfor t.heuseof: ........................ ......................................................... ................................ .......... ............................... .......-....... ----- ........ .................. Project Information ---------- ........-......... ....... .......... For w Booneke Residence 1.249 Beach:A Alantic-Se 1=L........ .. ........ ...................................................... ........................................................................................................................................................................................................... M. ing Goa1.100 - :: Eb Ucpress pressure:t :0.'10: to H2O: 10 to H2O H2O pressurelosses:; ::0: in:H.20, O.::Ah:.H20 A ': : 20 0. 0n : : il H2O'H20 ... ... , ........... tum:`available 071 1:0.0.2Viril 20. opjy:.:r.e -aval pressure, H2O:.. ... ...... . .... ... 64 10 018 10.....W f Off: faction......On :-a 1200 cfm.-. -1. 900: dth ACWW': ir flow ........ .......... ......... ..... ...........--................ Totaleffective]en Z47 A Ot -(T ............................... ....................................... ................................................ ............ Supply Branch Detail Table ........... ................. ............ ............................. ................................ ............................... ............ ......................---[............................ ................ ..........-.......- ................ ...........-........... ............... : ........ De.§..g.' 0:.1.g: ...O..esib : c.4.a.m... H...-.:.x....W.......... ......D.......a......t.: .. Actual .- .. r...t.g.......E..... q.....v Nwe: Ptuh): FR: 0n). MatiLn ..w. ..... T...r. unk .... ......... ......... . ........ ...... .. :99: 8::0: :::Ok.O. "Shmt 3955 1.11, : 4120 025 :2,5+.+0+: MG tM: 92- C 3955 114.1 112. 9-0 Sh+M.t 32.0 300. 04: AS:...... .................. -ShMt....... 30.0.. ... ...... ...... :h: --2328++ 6 .................. F ..... ............ T ......:0)(. ...... oyev -.0 . FOYOM. h: :2328 634 63 :'0'+.`02-6 TZ ............ ... ....::260 0. ..........sk§:...... ................... .......... .......... :,:+++, .......................... .............................. ................ .......... ............... .................. Oxo b ,2406 65. :64 028 7+.*0 Ox'0ShMt :9:0, :245Z Kllqbdr-A .......... .'0 250.D sty Laundry. b 1627 . 44+ :44 :0-026 &0+ ::Ox:o shm.t 4,0:++: ....... . . .. .... �O ........... w ..... .......... ....... ........... .. .... ......20QQG. 4:: ........ tana:....... .... 410: 98' hM .... LiwsaA.............. ..... h. ...... 98 . ..... 08:... .. 0,022 8�.0 Ax 0:....... Sh ...... .. 1. 0: ..... .29a. ........ .................. LMna e; ShMt BID:: h: 3623 98* 3.25 0 st4.;: hMt:::::: 65 0 ..... .. :325-0..: st4i::: ........ POVY 0025 6'A Qca S.h... M...t.. 2.7...A... I ....... . der ...... U .... 92 ......... 2.... Om025 4.0 :Gx.o shmt, 'Z-C. ... .....'26G,++( '.. sty' ........ ........... ........ ........................ ShMt ......M ................... .............................:0. . ... .. 0 h 6- -Ok-D short 2MG sty: 11b4le 1627 �4:f !44: ...... ......1.11-11.......... ...... .......... ............. ......... ........ .......... ......... .......................................... ........................................................................... Supply Trunk Detail Table ........... ................ . .............. ....... ...... ........ .... ........ . .......... .. ....... .......... ................................. .......Trunk + Ht Gig .. 'Design Veloc........ "D l.a.m.: ...... ......H-kW:..... 'Duet: .............. ................... ................ ............. ......... ... ...... ................... ............: , f(.n h ... .0 MAted n :(Oh (in ..................... ........... ......... .................................... el........ .Peak AW 200. 42009- J018499 . IShtmk e,ff : kA F� 6 bla40: a k4ShtN- ........ . ... ..... ........... . sty Peak A ... . 565.... XMI ftvV+beefilhanuallyidVeeiidden .. ....... .. ........ -Wirigh" Pawl, A tj Bch rup Ca1z:=MJS::Front000r.fbces; W: —EAC,8ceneke::RouseA249'Beach++AWj A Return Branch Detail Table Grille Htg Clg: TEL Design Veloc: Diam fix W° Stud/Joist Duct: cfm : {cfrri (ft} FR (fpm) Qn} (in) t?pening:(in} tVlatl Trun game Srze.4h) { } YO Ox:O 745; 744 . 1450 0:020.. 422 . 1&0. OX: 0 ShMt; r#1 rb5: Ox 6 455 456' 157,0 0.:018 371: ox0 ShMt .rf1 ....... . ........ ............. ...... ...... .. ...... Return Trunk Detail Table Tuck: Htg Cig Design Veioc Dram H x W Ducti: dame. Type (cfm):. (cfm);: FR. (fpm) (rn}.; (In.) Materia( Trunk Ct1 Sh Mofl Peak ANF' 1200: 1200: Oo1>8.; 4gg 21;1:0 O;. .x. 0: ' _....................._..........._.._.................._.............._...................................._.............................._......................................................_............---.... .............................................................. ............................................................................................................................................................................................................................................................................................................. ...................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................................................................................................................................................................... ... ............................................................................................................... .......................................................................................................................................... ...................................... ............................................................................................................................................................................................................................................................................................................ _...........................................................................................................-_........................................... ............... .............._....................._....................._..... ............................................................................................................................................................................................................................................................................................................ ................................................................................................................................................ ....................................................................................................................................................... ......................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................................... ............................................................................................................................... ............................................................................................................................................................................................................................................................................................................ 2DtB An 1812 37;.59' page:2: ,w Wei htWW Right Suttee UP!Versa120.1?17 017;RSU17AS7 :::FAC,$oeneke:kbuse;1249'teachAve,AU'Bch.rup :Calc..MJ8: FrontDnor.tacest !fV: 1orthe:IUS0,0f: Project Information 1149 �o�� - 20 .20 wlb ---------� 1200:-drrt air: ow �� 3� T��' |�ng�/�T�L) _ ' Supply Branch Detail Table 0. :0 ShMt ................................................ ........................................................................... ...................................—....................... --............................. ....................................... .................... ......................................................................................-....... ......... ........... .......... ......... -........... .................................... .............-- .......................... ....................................... Supply Trunk Detail Table :Trunk Ht :Clg; Design Vetoc Diam: H x Duet: Name Type (cfnn):: (cfn :: FR (fpm) Ma#ectal Trcink st2 Peak;AVF 532: 533 0:036 499 14Q 0 X. 0 ShtMetl st3 Peak AVF 595 593 .0;017 377 1T.O.' 0 x .0> ShtMetf. Return Branch Detail b Gnite H.g Glg. TEL Design 1 100 Diam: H x lh( S#ud/Jo�st Duet: an : S��e ti (cfrn} tiefm): {ft}' FR (fpm) (in} On): Opening:(m) Matt: Tnarilc tb4i t}x t3 162; 4:p 169 8Q Q32 383:. 9 0 Oz ¢. Sh1111t; 42 rfi6' 0x a: 284<. 281 144 0 >0 01:9. 308 13 0 Oit 0: . ShMt: ,rE3 rb7 Ox 0 248; 252: 136;0 : 0;020 321 . 12 Q Qz Q ZhMt rf3 rb$. Qx:O 331;< 321: 161:0 Q 01.7 310: 14 0: OX: 0 ShM# 'rE2 rti9' Ox Q: 175: 177 163::0 QQ17 269 . 11,a ShMt Return Trunk Detail Table Tn,nk Htg Glg Design Veloc DiaKn; H x 1{y Duct: cfm FR (fpmj (i�)' 06 Ma#enat Trun[ Narrte Type rt2 I:iPeaK:AVF 66$: 667: U1.7 424:: V.- 0 x :0: :ShtMeti'. A3 Peak AVF 53..2: 533 Q019 381: 16..;0: 0 x 0 Sht etl: _....................................._._........_..._...._......_............................................._......._............ ...................._........................................_....... ..........._............_............... ................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................... ......................................................................................._..................................................................................................................................................................._........................ ..........................................................._.__...__.. ......................................................................................................................................_............_............ .................................................................................................................................................................................................................................................................... ......................................................_................_................................................................................._............................................................................................. ...................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................ ...................................................................................................................................................................................................................................................................... ........................................................................................................................................................................................................................................................................ .......................................... ... ..................................................._............................_.....__.... .... _.................._................................................................... 26tB;lart-1812t375S .,_ Whig t ft Right Suited Unrr rsa1201717,0,17 RSU12d57 Page:4: ::EAC,9oeneke:House,1249BeachAve,All6chmp :Calc=mjs Fro6tDoor:tacew W: Job: St ati-c":-Pressu"r0and friction: ft. td. MW Exclusivelyforthe:use of :-EfMrQn#imtb1 Air ConelflOW09 SbMCeS.InG, .......... ............................................................ .................... ... ............. Project Information; ......................-....... For I Boe o Fesidehde 3.:249 Beactl Ave;.A#lands>Beach.;�FL ........................................ ... ...... . . .............................. ............................................................................................................. ---- ------ Available Static PHeating Cooling ressure d'H2 .(in H. V,: (1.n.- -Q O.A 0Coil: . .0: :0. Heatexchanger 0: 8UpRy1,k--:-U � 0 Rebu Mign1les filter. 0 I -W(ae 0, .H m 1301anc.ing damper 0: Oiberde.vice- Available:static..pressure Total Effective Length .................. ----------- ................ OPP, ................ .......... ...................... .................................................................. ............................................................... .........-................................................................... MY :......-...................... .................... ....... .........................- .20 Measured length::oUtrunk 1. ...........-.... . ' f....** ' .. 46. qUiVaent-1engt . * fiJ tj0gs. ........ . ... . . ................. ........................ ............ ............. .......................................................................-.................................................................................................................................... Total length 390: 547 15.7 ................................. .Total effecitive.;length. ................... ................... .......... ..........-............. .. . . . .. ::Heating. CO011n g .......... ... .. .. ..... ...... ....... ... ..... .. - ....... 4 4648: <A a018, 01-1.1 .............. ................................. ............-...... .... . . ........... .................... ...... .. . ... 06 .................... Return....Duktw.................. .8: 0.06 :0.018 :0. .................................. ................... ................. .................... ..................::�F:.............................. ...... ....... ......... etails ..... ...... Fitting Equivalent Length D ................ ----—--- -45 2A3=6' 3& 6td�L=3 4 2AI-..;.,:* —�:-O=' A= T ............................................................................................................ ................ 5 9 $upp.y: A ..... .. .... .. .................... EzN 6 .. .. . ............................................................................................. Retum::...... .. ...:6M.. A3;=40,5P=40, ..... ... ............ .............................................................................................. ................... ................................................ ................................................................................ 2D18Jath1B 12<37;:55' weightsoft, Pagel,: AM — EAC,soeneke:Rouse;:.!245each Ave,Afl:.BctT.rUp. Ciic:=MJB::Front Door:Thees: W: . vlrkhtsoft� Static Pressure; Friction Rate as 20O:F/aor ray,. ExcAusively for the use of E4i7itonrtiarit61 Aft.GoiidttiotOO SOMME,Iiic,, Project Information ...... ..... ...... For Baerteke Residence 1:249 Beach AAflante:Beach,.FL: Available Static Pressure H ong Gaoling tan H2a}: E.A. . l::stahc:pw.9,ure D 10: 0'10 Pressure:losses Coil. 0 0 Co Fl!eat:excitianger 0 0: SpPly.;diffusers 0 0; Return;grilles 0 0 F[.tieci 0 0 HumrdifiOr 0 0. Balancing;damper 0 0' Oti ercleNce 0 0: AVailalle.static::pressiire D.I U 010:: Total Effective Length ................. Supply:.................... Retttrn:: .......................................................................................................................................................... ...............................:...:............................................................................. M tff7 _. ........................._.....................- ::::::::::::18 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::3::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::: length of rurr-out ._...... _..... . Measured length of trunk 38 25` _. .; givalent length of fittings .... .. ....... .......... _ 380.... ............ i35 ........................:. ... .... ............................................................................................................................................................................................................................................ ............................. Total length 436: 599 `focal et€ective lengifi Friction ....... ........ .......__:...... . _........... . . ::Heating, C601169...... . ..... . . .. ... ........... .. ......... .......:: rtf1004) (inilDOft) Supply_Ducts...... :b097. <0.06 ...... 0 01!7 �.Q 06. .... .... .....................Return a)uefs..... .... 0 017 <0:06. ...__. O O.t7 <:0 06 ............ ..... ......... ......... ....... ...... Fitting Equivalent LengthD. $uppty:... ........ .4AD :60,2A2=;55,2A4=70,2A0 80,;2A5 80;1A 35;TotalE1=380;..... ......Retqm.:..... 6M=20 6A3=40,6r4B=25,5D-4Q,6AA 1©:TOtMF-L 135........ ........... .. ..... . ............. . .. ................. ,............. ....... ................................................................................................................................ ................. ............................................................................................................................................ .> 2018Jarr 1812.°3 .5 Page 2; 1 wr�ghtsofta Right Shite®IJn,yeYsal 201717 U iZ'RSl}1?d5T 191�f+Pv !11 .::EAC,Beerteke.Hou1249 Beach Ave,Atl.Sch rup.:Calc,=MJe: Fro6t;Qaor.faces. t: se, ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. I C`0P MiTek" ,/ RE: A 80025 - Boeneke Main & Guest House -Ashley Cas MiTek USA, Inc. Site Information: ✓ 6904 Parke East Blvd. Customer Info: Grider Construction Project Name: Boeneke Main & Guest HouseTatrtpodetj 3610-4115 Lot/Block: Subdivision: �v� Address: 1249 Beach Ave.ve City: Atlantic Beach v- 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): VX Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10`s Wind Speed: 130 mph� Roof Load: 45.0 psf Floor Load: 65.0 psf V`� This package includes 84 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. IN(oI Seal# Truss Name Date I No. Seal# I Truss Name Date 1 IT136080071FOl 3/27/18 118 1 T13608024 1 F18 11 3/27/18 12 1 T13608008 I F02 13/27/18 119 1 T136080251 F19 13/27/18 13 1 T13608000 I F03 13/27/18 120 1 T13608026 1 F20 13/27/18 14 1 T1 360801 0 1 F04 13/27/18 121 1 T13608027 I F21 13/27/18 15 , 1 T13608011 1 F05 13/27/18 122 1 T13608028 1 F22 13/27/18 16 1 T1 3608012 1 F06 13/27/18 123 .1 T13608029 1 F23 13/27/18 17 1 T1 3608013 1 F07 13/27/18 124 1 T13608030 1 F24 13/27/18 18 1 T1 360801 4 1 F08 13/27/18 125 1 T13608031 1 F25 13/27/18 19 1 T1 360801 5 1 F09 13/27/18 126 1 T13608032 1 A01 13/27/18 110 1 T1 3608016 1 F10 13/27/18 127 1 T13608033 I A02 13/27/18 1 111 1 T1 360801 7 1 F11 13/27/18 128 1 T13608034 1 A03 13/27/18 112 1 T1 3608018 1 F12 13/27/18 129 1 T136080351 A04 13/27/18 113 1 T1 3608019 1 F13 13/27/18 130 1 T13608036 1 A05 13/27/18 1 114 1 T13608020 1 F14 13/27/18 131 1 T1 3608037 1 A06 13/27/18 1 115 1 T13608021 1 F15 13/27/18 132 1 T13608038 1 A07 13/27/18 116 1 T13608022 1 F16 13/27/18 133 1 T13608039 1 A08 13/27/18 117 1 T13608023 1 F17 13/27/18 134 1 T13608040 1 BO '13/27/18 �- ;f. The truss drawing(s)referenced above have been prepared by MiTek 0 �,,o��, USA, Inc. under my direct supervision based on the parameters ' ,�`�. A`! A<e provided by Manning Building Supplies. `.`��; �, •E•N,Sic' Truss Design Engineer's Name: Albani, Thomas :` 39380 •• My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE' The seal on these truss component designs is a certification = �� :?�t ATE` OF �Z S that the engineer named is licensed in the jurisdictions)identified and that the v- design's comply with ANSI/TPI 1. These designs are based upon parameters do - �` P �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��•'•4'O . 1�. GN ` given to MiTek. Any project specific information included is for MiTek's customers �i sS/ ••�� ` file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No:39380 should verify applicability of design parameters'and properly incorporate these designs MiTek USA;Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 Albani, Thomas 1 of 2 NO TAKEN APPROVED AS NOTED _ __ 4'IG T AMEND A FtEWSMIT RI EOTED- REMARKS ReNaw to for pen"acatpllance whh dsalpn concept. Neapp"W kWad far detalls,dimensions or dawle"s print Contact doo mna unless$podia* noted on tranalnitW levee. � 6.3 s"i2.�GTurttih. 5 - c�X11 4W ID FLA f GA9� ZT 5-17 fvK 6 ,�)rum RE: J180025 - Boeneke Main & Guest House -Ashley Cas U"'TFICE COPY Site Information: Customer Info: Grider Construction Project Name: Boeneke Main & Guest House Model: Lot/Block: Subdivision: Address: 1249 Beach Ave. City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# I Truss Name Date 35 1 T13608041 B02 13/27/18 178 IT13608084IJ06 3/27/18 136 1 T13608042 1 B03 13/27/18 179 I T13608085 I J07 13/27/18 J 137 1 T13608043 1 B04 13/27/18 180 I T13608086 I J08 13/27/18 J 138 I T13608044 1 B05 13/27/18 181 I T13608087 I J09 13/27/18 J 139 1 T13608045 1 B06 13/27/18 182 I T13608088 I J 10 13/27/18 140 1 T13608046 1 B07 13/27/18 183 I T13608089 I J 11 13/27/18 J 141 1 T13608047 1 B08 13/27/18 184 I T13608090 I J 12 13/27/18 142 I T13608048 1 B09 13/27/18 143 1 T13608049 1 B10 13/27/18 144 I T13608050 I B11 13/27/18 145 1 T1 3608051 1 B12 13/27/18 146 1 T13608052 1 B13 13/27/18 147 I T13608053 B14 13/27/18 1 48 1 T13608054 1 B15 13/27/18 149 1 T13608055 1 B 16 13/27/18 150 T13608056 1 B18 1 3/27/18 151 T13608057 1 B19 13/27/18 152 1 T13608058 1 B20 13/27/18 153 1 T13608059 1 B21 13/27/18 154 1 T13608060 1 B22 13/27/18 155 1 T13608061 1 B23 13/27/18 156 1 T13608062 1 B24 13/27/18 157 I T13608063 I B25 13/27/18 158, 1 T13608064 1 B26 13/27/18 159 1 T13608065 1 B27 13/27/18 160 1 T13608066 1 B28 13/27/18 161 1 T13608067 1 B29 13/27/18 162 I T1360806B I B30 13/27/18 163 1 T13608069 1 CO 13/27/18 164 1 T13608070 1 C01 A 13/27/18 165 1 T13608071 1 CO2 13/27/18 1 166 1 T13608072 1 CO3 13/27/18 167 1 T13608073 1 C04 13/27/18 168 T13608074 1 C05 13/27/18 169 T1 3608075 1 DO 13/27/18 170 1 T13608076 1 D02 13/27/18 171 1 T13608077 1 D03 13/27/18 172 1 T13608078 1 D04 13/27/18 173 I T13608079 I J01 13/27/18 174 I T13608080 I J02 13/27/18 175 I T13608081 I J03 13/27/18 176 I T13608082 I J04 13/27/18 177 I T13608083 I J05 13/27/18 2of2 Job Truss Truss Type Oty Ply Boeneke Main&Guest House-Ashley Cas 713608007 J180025 F01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:04 2018 Page 1 I D:P UyeV3?Y7p?o_sTel MZeglzaewD-2MeVoCH04xAARze2ile000uACggMBvOW E6eKP_zW mPj 0-3-0 H , 1 2-0 b Scale=1:17.9 3x6 I I 1.5x4 11 3x6 I I 1 2 3 4 5 6 7 o u> 13 12 11 10 9 8 1.5x4 11 1.5x4 11 1.5x4 11 7-8-0 9.0-8 8-3-$ b/3-d 1-4-8 6-0-8 1.4-8 -3- LOADING (psf) V/ SPACING- 1-7-3 CSI. DEFL. ZO7 oc) I/defl Ud PLATES GRIP TCLL 40.0 / Plate Grip DOL 1.00 TC 0.38 Vert(LL) -10 >999 480 MT20 244/190 TCDL 20.0 11" Lumber DOL 1.00 BC 0.49 Vert(CT) -10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=450/0-2-8,7=450/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-301/0,3-4=-603/014-5=-603/0,5-7=-304/0 BOT CHORD 11-12=0/603,10-11=0/603,9-10=0/545 WEBS 7-9=0/45311-12=0/449,5-9=-388/0,3-12=-471/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,7. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained.by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Wit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiori storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qly Ply j Boeneke Main&Guest House-Ashley Cas 713608008 J180025 F02 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:04 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-2MeVoC H04xAARze2ileOQ0u9JgfLBugW E6eKP_zW mpj 0-3-0 i 130 238 � Scale=1:17.5 3x6 11 1.5x4 II 3x6= 1 2 3 4 5 6 7V0 12 11 10 9 8 1.5x4 II 1.5x4 II 3-0 1-7-8 7-11-0 3-0 1-4-8 6-3-8 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in loc) Weil Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.0 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=467/0-3-8,1=467/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-470/011-3=-317/0,3-4=-642/0,4-5=-642/015-6=-328/0 BOT CHORD 10-11=0/642,9-10=0/642,8-9=0/594 WEBS 6-8=0/493,1-11=0/474,5-8=-422/0,3-11=-506/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p bud & cin ding design. ag Indicated Is to prevent buckling of individual talcs web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI l Quality Criteria,DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qly Ply i Boeneke Main&Guest House-Ashley Cas 713608009 J180025 F03 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:05 2018 Page 1 ID:PUyeV3?Y7p?o_sTel MZeglzaewD-W YCt?YlerF1137C EGT9dzDQKvEOiwLBgSmOt(QzW mPi 0-3-0 130 200 Scale=1:17.0 3x6 11 1.5x4 11 3x6= 1 2 3 4 5 6 I 19 12 11 10 9 8 7 1.5x4 II 1.5x4 II 3- 1-7-8 7-7-8 9-1-8 -3- 1-4-8 6-0-0 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. inc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.05 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:54 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=451/Mechanical,1=451/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-454/0,1-3=-302/0,3-4=-605/0,4-5=-605/0,5-6=-314/0 BOT CHORD 10-11=0/605,9-10=0/605,8-9=0/569 WEBS 6-8=0/471,1-11=0/451,5-8=-40610,3-11=-472/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND tNCLUDED MITEK REFERANCE PAGE mil-7473 rev.10/032015 BEFORE USE �' Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse will)possible personal Injury and property damage. For general guidance regarding the fabficatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i Boeneke Main&Guest House-Ashley Cas 713608010 J 180025 F04 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:06 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-?kmFDuJGcZQugHnQgAgsVRzU EeKFfoHphQ7QUszW mPh 0-3-0 H1�� 254 Scale=1:17.8 3x6 II 1.5x4 II 3x6= 1 2 3 4 5 6 0 aD 12 11 10 9 8 1.5x4 11 1.5x4 11 3- 1-7-8 -0-12 9-6-12 3- 1-4-8 8 6-5-4 1-6.0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. In (loc I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.07 9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC20171FP12014 Matrix-SH Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=474/0-3-8,1=474/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-478/011-3=-325/0,3-4=-662/0,4-5=-662/0,5-6=-335/0 BOT CHORD 10-11=0/662,9-10=0/662,8-9=0/606 WEBS 6-8=0/503,1-11=0/486,5-8=-430/0,3-11=-523/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hiss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ; Boeneke Main&Guest House-Ashley Cas 713608011 J180025 F05 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:06 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-?kmFDuJGcZQugHnQgAgsVRzVmeO?fpsphQ7QUszW mPh 0-3-0 1-3-0 2-1-0 —� � ' Scale=1:15.0 3x6 11 3x3= 3x3= 3x3= 3x6= 1 2 3 4 3x3= 5 0 T 3x3= 11 10 9 8 7 1.5x4 11 3x3= 1.5x4 11 1.5x4 II 3x3 II 0-3-0 1-7-8 6-5-8 7-11-8 0-3-0 1-4-8 4-10-0 1.6-0 LOADING (psf) SPACING- 1-7- CSI. DEFL. in (loc I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.03 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.04 V 8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:48 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=391/0-3-8,1=391/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-387/0,3-4=-470/0 BOT CHORD 9-10=0/470,8-9=0/470,7-8=0/470 WEBS 5-7=0/375,1-10=0/362,4-7=-340/0,3-10=-354/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply , Boeneke Main&Guest House-Ashley Cas T13608012 J 180025 F06 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:07 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-TXKdQEKUNSYkI RMdOtB52eW bvi gKODYzw4t_OJzW mPg 0-3-0 130 200 Scale=1:15.6 3x6 II 3x3= 3x3= 3x3= 1.5x4 11 4x7= 1 2 33x3= 4 5 6 0 rb 12 11 10 9 8 4x4= 7 1.5x4 II 3x3= 3x3= 1.5x4 II 3x3 11 3- 8-4-0 3- 8-1-0 Plate Offsets(X,Y)-- 6:0-3-0,Edge], 8:0-1-8,Ed a 12:Ed ,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loI/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.10 0 >975 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.16 10 >605 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.04 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:51 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=410/Mechanical,1=410/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-706/0,1-3=-269/0,3-4=-506/0,4-5=-356/0,5-6=-338/0 BOT CHORD 10-11=0/513,9-10=0/356,8-9=0/356 WEBS 1-11=0/402,3-11=-392/0,4-9=-273/0,5-8=-438/0,6-8=0/957 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 at joint(s)1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev.101032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information av®lable from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qky Ply, Boeneke Main&Guest House-Ashley Cas T13608013 J180025 F07 Floor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:08 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-x7uOeaKW BAgbwbxpxbiKbs2p8R l C7hR68kcXYlzW mPf 0-3-0 I I 13-0 2-4-12 � Scale=1:28.6 3x6 II 6x6= 3x6 11 4x7= 1.5x4 II 1.5x4 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 0 I z T 22 21 20 19 18 17 16 14 13 12 1.5x4 II 3x4= 1.5x4 II 4x4= 0 3- 13-3-4 17-1-0 0-3- 13-0-4 3-9-12 Plate Offsets(X,Y)-- 22:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lo Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.06 19 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.08 19 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 15 n1a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:107 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-16,14-15,13-14. REACTIONS. (Ib/size) 12=55/Mechanical,1=634/0-2-8,15=1041/0-3-8 Max Uplift 12=-62(LC 3) Max Grav 12=171(LC 7),1=637(LC 10),15=1069(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-463/0,3-4=-1068/0,4-5=-1266/0,5-6=-1005/0,6-8=-295/0 BOTCHORD 20-21=0/867,19-20=0/1263,18-19=0/1263,17-18=0/1261,16-17=0!741,15-16=-482/0, 14-15=-482/0 WEBS 8-15=-1 098/0,1-21=0/694,3-21=-645/0,3-20=0/320,4-20=-307/0,8-16=0/809, 6-16=-764/0,6-17=0/421,5-17=-417/0,8-14=0/512 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 Ib uplift at joint 12. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.1010312015 BEFORE USE � Design valid for use only wllh MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall �pp building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type OQ/ Ply{ Boeneke Main&Guest House-Ashley Cas 713608014 J180025 F08 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:09 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-PJROrwL8vUoSYIW?VIDZ73b1 BrMMs8gGNOM54BzWmPe 0-3-0 H 1-3-0 2-4-12 0�0-0 Scale=1:28.9 3x6 II 3x6= 3x8= 1.5x4 II 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 9 10 cc 0 m 21 20 19 18 17 16 15 13 12 1.5x4 II 3x4= 1.5x4 11 3x5= 3- 1-7-8 4-1-8 9-4-12 11-10-12 13-3-4 17-2-12 -3- 1-4-8 2-6-0 5-3-4 2-6-0 1-4-8 3-11-8 Plate Offsets(X,Y)-- 21:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. inc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.07 -19 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.10 18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.01 14 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-SH Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15,13-14,12-13. REACTIONS. (Ib/size) 11=101/0-3-8,1=644/0-2-8,14=1000/0-3-8 Max Uplift 11=-21(LC 3) Max Grav 11=214(LC 7),1=647(LC 10),14=1028(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-473/013-4=-1092/0,4-5=-1284/0,5-6=-1016/0,6-7=-364/0 BOT CHORD 19-20=0/886,18-19=0/1284,17-18=0/1284,16-17=0/1284,15-16=0/773,14-15=-401/56, 13-14=-401/56 WEBS 7-14=-1056/0,1-20=01708,7-15=0/77913-20=-661/0,6-15=-722/0,3-19=0/327, 6-16=0/397,4-19=-314/0,5-16=-417/0,7-13=0/460 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Ib uplift at joint 11. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design par..far.and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 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 not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply 1 Boeneke Main&Guest House-Ashley Cas 713608015 J180025 F09 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:10 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-tW?m3GMnfnwJ9u5C30logH8BEFgVbb7Pc25edezW mPd 0-3-0 H 130 2-5-0 Scale=1:22.3 3x6 11 3x6= 1 2 3 4 53x6= 6 7 a o 0 15 14 13 12 11 10 9 1.5x4 11 3x4= 1.5x4 II 3x4= -3-0 1-7-8 4-1-8 9-5-0 11-11-0 13-5.0 3- 1-4-8 2-6-0 5-3-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- 15:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in.-140 ) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.12 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 8 n1a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:77 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=674/0-3-8,1=674/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-670/0,1-3=-496/0,3-4=1160/0,4-5=-1395/0,5-6=1174/0,6-7=-509/0 BOT CHORD 13-14=0/927,12-13=0/1395,11-12=0/1395,10-11=0/1395,9-10=0/958 WEBS 7-9=0/7641 1-14=0/742,6-9=-713/0,3-14=-690/0,6-10=0/357,3-13=0/377,5-10=-421/0,4-13=-444/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qy Ply, Boeneke Main&Guest House-Ashley Cas T13608016 J180025 F10 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:112018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-LiZBGbNPQ52An2gOdjGICUgGGf_1 KOAYrirB94zWmPc 0-3-8 H 1-3-01-11-12F Scale=1:34.7 3x6 FP= 4x7 11 4x4= 3x5= 3x5= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 odd 9 1 25 24 23 22 21 20 19 18 17 16 15 14 13 1.5x4 11 5x5= 4x4= 1.5x4 11 1.5x4 11 1.5x4 11 3x8 MT20HS FP= ILA 11 4x4= 5x5= 0 3- 20-7-12 2212 0-3- 20-4-4 0- -0 Plate Offsets(X,Y)-- 1:0-3-0,Edge], 11:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. i�(Io I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) O. >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.3 >658 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 1 12 n/a n/a BCDL 5.0 Code FBC2017f-P12014 Matrix-SH Weight:118 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=1048/0-4-6,1=1048/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-12=-1043/0,1-3=-820/0,3-4=-2078/0,4-6=-2947/0,6-7=-3356/0,7-8=-3363/0, 8-9=-2971/0,9-10=-2111/0,10-11=-841/0 BOT CHORD 23-24=0/1548,22-23=0/2626,21-22=0/2626,20-21=0/3356,19-20=0/3356,18-19=0/3356, 16-18=0/3282,15-16=0/2643,14-15=0/2643113-14=0/1591 WEBS 1-24=0/1231,3-24=-1160/0,3-23=0/842,4-23=-846/0,4-21=0/519,6-21=-774/0, 6-20=-49/335,11-13=0/1263,10-13=-1192/0,10-14=0/825,9-14=-821/0,9-16=0/507, 8-16=-493/0,8-18=-6/274,7-18=-303/245,7-19=-296f75 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6)CAUTION,Do not erect truss backwards. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 1, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TIM Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type my Ply, Boeneke Main&Guest House-Ashley Cas T13608017 J1 B0025 F11 Floor 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:12 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-pu7W TxN 1 B PAI PCFaARnGI i DVK2Kg3Rsi3MalhW zW m Pb 0-3-0 HP3-0d 2-3-0 OHO Scale=1:46.8 6x6= 5x5= 4x7= 3x8= 1.5x4 II 1.5x4 II 3x5= 3x6 FP= 5x5= 5x5= 6x6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 loCPo 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1.5x4 I I 6x6= 5x5= 3x10 MT20HS FP= 3x4= 3x4= 1.5x4 11 4x4= 1.5x4 11 5x5= 6x6= 1.5x4 11 4x4= 022 12-1-8 14-7-8 26-3-0 2fj G-O 0-3-0 11-10-8 2-6-0 11-7-8 Plate Offsets(X,Y)-- 1:0-1-8,Ed e, 15:0-1-8,Ed e, 23:0- Ed e, 24:0-1-8,Edge], 32:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) P01 4 >771 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(CT) 4 >474 360 MT20HS 187/143 BCLL 0.0 Rep Stress[nor YES WB 0.46 Horz(CT) - 5 Na Na BCDL 5.0 Code FBC2017/TPf2014 Matrix-SH 6 (r Weight:155 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=1345/0-2-8,15=1345/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1076/0,3-4=-2811/0,4-5=-4248/0,5-6=-5105/0,6-7=-5605/0,7-8=-5605/0, 8-9=-5605/0,9-11=-5072/0,11-12.4195/0,12-13=-2812/0,13-15=-1076/0 BOT CHORD 30-31=0/2039,29-30=0/3644,27-29=0/3644,26-27=0/4782,25-26=0/5445,24-25=0/5445, 23-24=0/5605,22-23=0/5407,21-22=0/5407,20-21=0/4737,19-20=0/3610, 18-19=0/3610,17-18=0/2038 WEBS 1-31=0/1617,3-31=-1 533/0,3-30=0/1227,4-30=-1252/0,4-27=0/907,5-27=-848/0, 5-26=0/512,6-26=-511/0,15-17=0/1616,13-17=-1533/0,13-18=0/1230,12-18=-1230/0, 12-20=0/903,11-20=-861/0,11-21=0/531,9-21=-516/0,9-23=-1811724,8-23=-333/0, 6-24=-222/674,7-24=-310/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,15. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with M1Tek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and trios systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply r Boeneke Main&Guest House-Ashley Cas 713608018 J180025 F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:13 2018 Page 1 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-H4hvhHOfyiluOMgmk8lVlvmceShLozPrIOKIDZZWmPa 0-3-3 1-3-0 2-0-6 Scale=1:17.4 34 11 3x6= 1 2 3 4 5 6 7 \Z\Z 0 0 14 13 12 11 10 9 8 1.5x4 11 1.5x4 11 1.5x4 11 0-4-12 10-6-10 0-4-12 10-1-14 Plate Offsets(X,Y)-- [14:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. In (IOC) /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.08 1P-1,1or >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.12 1W1 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:61 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=542/0-2-6,1=538/0-1-13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-536/0,2-4=-426/0,4-5=-875/0,5-6=-836/0,6-7=-393/0 BOT CHORD 12-13=0/875,11-12=0/875,10-11=0/875,9-10=0!742 WEBS 7-9=0/590,6-9=-554/0,2-13=0/642,4-13=-693/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)8,1. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 0 WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only W11)MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnrss Plate Instlh0e,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt j Ply r Boeneke Main&Guest House-Ashley Cas T13608019 J180025 F13 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:13 2018 Pagel I D:PUyeV3?Y7p?o_sTelMZeglzaewD-H4hvhHOfyi IuOMgmk8lVlvmbTShkoyurlOKl D7zW mPa 0-4-12 1-3-0 2-4-9 Scale=1:20.1 3x6 II 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 0 15 14 13 12 11 10 9 1.5x4 II 3x4= 1.5x4 11 3x4= 4-1 1-9-4 4-3-4 8-1-13 10-7-13 12-1-13 4-1 1-4-8 2-6-0 3-10-9 2-6-0 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) - .10 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.73 Vert(CT) 0.14 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=625/0-2-6,1=621/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-619/0,2-4=504/0,4-5=-1184/0,5-6=-1184/0,6-7=-1049/0,7-8=-465/0 BOT CHORD 13-14=0/969,12-13=0/1184,11-12=0/1184,10-11=0/878 WEBS 8-10=0/698,2-14=01759,7-10=-655/0,4-14=-739/0,7-11=0/297,4-13=0/448,6-11—304/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,1. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M17EKREFERANCE PAGE 11411--7473 rev.101032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall n building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply , Boeneke Main&Guest House-Ashley Cas 713608020 J180025 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:14 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-mHFHudPHjOQIeW Ozlrpkg7lmos?DXOU?Xf3smPzW mPZ 0-4-12 1i 1�� 2-5-12 Scale=1:22.8 4x7 11 3x10= 4x7= 1 2 3 4 5 6 7 8 o T 16 15 14 13 12 11 10 9 1.5x4 II 4x4= 3x5= 1.5x4 11 4x4= 4-1 1.9-4 4-3-4 8-6-0 9-9-0 12-3-0 13-9-0 4-1 1-4-8 2-6-0 4-2-12 1-3-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 2:0-3-0,Edge], 5:0-4-8,Edge], 8:0-3- , d e, 13:0-2-0,Ed e LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.13 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.84 Vert(CT) V6.118 13-14 >920 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 HOr2(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-SH Weight:80 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=708/0-2-6,1=704/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-705/0,2-4=-602/0,4-5=-1 33810,5-6=-1 531/0,6-7=-1 262/0,7-8=-537/0 BOTCHORD 14-15=0/1140,13-14=0/1531,12-13=0/1531,11-12=0/1531,10-11=0/1009 WEBS 8-10=0/807,2-15=0/908,7-10.749/0,4-15=-853/0,7-11=0/412,4-14=0/345,6-11=-500/0,5-14=-402/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,1. 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. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indlcaled Is to prevent buckling of Individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qiy Ply r Boeneke Main&Guest House-Ashley Cas T13608021 J180025 F15 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:15 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZegizaewD-ETpf6zQvUKYcGgz9sZKzNKrv4GP?GrABmJpPIrzW mPY 0-4-12 �_I i 1-3-0 1-9-15 Scale=1:25.5 4x7 11 3x4= 4x7= 1 2 3 4 5 6 7 8 9 ado 18 17 16 15 14 13 12 11 1 1.5x4 11 4x4= 1.5x4 11 1.5x4 11 4x4= 1 4-1 15-4-3 4-1 14-11-7 Plate Offsets(X,Y)-- 2:0-3-0,Ed e, 9:0-3-0,Ed e LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0.141 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.21 4-15 >850 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 10 n1a n/a BCDL 5.0 Code FBC20171FP12014 Matrix-SH Weight:86 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 10=791/0-2-6,1=788/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-791/0,2-4=-688/0,4-5=-1571/0,5-6=-1903/0,6-7=-1872/0,7-8=-1464/0,8-9=-613/0 BOT CHORD 16-17=0/1298,15-16=0/1839,14-15=0/1872,13-14=0/1872,12-13=0/1872,11-12=0/1144 WEBS 9-11=0/920,8-11=-844/0,8-12=0/508,7-12=-677/0,7-13=0/289,2-17=0/1036,4-17=-969/0,4-16=0/434, 5-16=-424/0,6-14=-265/6 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MII-7473 rev.l0/03/2015 BEFORE USE. � Design valid for use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members ody.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.-Mexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtt Ply i Boeneke Main&Guest House-Ashley Cas 713608022 J180025 F16 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:16 2018 Page 1 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-ifN 1 JJ RXFdgTtpYLPGsCvYO9Rgf H?GDH_zYyq HzW mPX 0-3-0 1-3-0 — 11— 9� Scale=1:25.8 4x7 11 4x7 11 6x6= 3x6 11 3x6 11 3x6 11 6x6= 1 2 3 4 5 6 7 8 0 Cb 18 17 16 15 14 13 12 11 10 1.5x4 11 5x5= 3x3= 1.5x4 II 3x3= 1.5x4 II 1.5x4 II 3x4= 4x4= 3x3 II 4-1 15-4.12 -4-1 15-0-0 Plate Offsets(X,Y)-- 2:0-3-0,Edge], 18:Ed e,0-0-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in ( I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.08 12K-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.17 3-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:106 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=853/0-2-6,1=1334/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-851/0,2-3=-1016/0,3-4=-2141/0,4-5=-2280/0,5-6=-2200/0,6-7=-1719/0,7-8=-680/0 BOTCHORD 16-17=0/1971,15-16=0/2298,14-15=0/2298,13-14=0/2200,12-13=0/2200,11-12=0/2200,10-11=0/1279 WEBS 2-17=0/1531,3-17=1480/0,3-16=0/263,8-10=0/999,7-10=-928/0,7-11=0/693,6-11=-753/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,1. 3)Load case(s)1,2,3,4,5,6 has/haverbeen modified.Building designer must review loads to verify that they are correct for the intended use 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"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. - LOAD CASE(S) Standard J 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 /�rp 9m Uniform Loads(plf) JY' Vert:9-18=-8,1-2=-296,2-3=-296,3-8=-96 2) Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-8,1-2=-296,2-3=-296,3-8=-96 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-8,1-2=-232,2-3=-296,3-6=-96,6-8=-32 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-8,1-2=-232,2-3=-232,3-5=-32,5-8=-96 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Thomas A.Alban!PE No.39380 Vert:9-18=8,1-2=-232,2-3=-296,3-6=-96,6-8=-32 MiTek USA,Inc.FL Cert 6634 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(pit) Vert:9-18=-8,1-2=-232,2-3=-232,3-5=-32,5-8=-96 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication,storage.delivery-erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply z Boeneke Main&Guest House-Ashley Cas 713608023 J180025 F17 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:17 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-AswPXfRAOxoKVz7Yz_N RS[wGu305k]ORDdI W MkzW mPW 0-4-12 I.—I 1-3-0 1-10-12 Scale=1:23.7 4x7 11 3x5= 1.5x4 11 4x7= 1 2 3 4 5 6 7 8 9 cc0 T 18 17 16 15 14 13 12 11 1 1.5x4 11 4x4= 1.5x4 11 1.5x4 II 4x4= 04-1 14-3-8 4-1 13-10-12 Plate Offsets(X,Y)-- 2:0-3-0,Ed e, 9:0-3-0,Ed e /- TCLL LOADING (psf) SPACING- 1-7-3 CSI. DEFL. (loc) I/deft Ud PLATES GRIP 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) 14-15 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.90 Vert(CT) . 14-15 >959 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 10=736/0-2-6,1=733/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-734/012-4=-633/0,4-5=-1413/0,5-6=-1 645/0,6-7=-1645/0,7-8=-1331/0,8-9=-563/0 BOT CHORD 16-17=0/1194,15-16=0/1638,14-15=0/1638,13-14=0/1 645,12-13=0/1645,11-12=0/1055 WEBS 9-11=0/845,8-11=-782/0,8-12=0/440,7-12=-538/0,2-17=0/953,4-17=-892/0,4-16=0/347,5-16=-348/0, 5-14=-154/253 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,1. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i Boeneke Main&Guest House-Ashley Cas 713608024 J180025 F18 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:17 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-AswPXfRAOxoKVz7Yz_NRSIwI H341kmbRDdl W MkzW mPW 0-4-12 Scale=1:21.0 3x6 13x6= 1 2 3 4 5 6 7 8 0 16 15 14 13 12 11 10 9 1.5x4 II 3x5= 1.5x4 11 1.5x4 II 3x4= 4-1 1-9-4 4-3-4 8-8-5 11-2-5 12-8-5 4-1 1-4-8 2-6-0 X4-5-1 2-6-0 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. /07 (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=653/0-2-6,1=649/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-649/0,2-4=-546/0,4-5=-1182/0,5-6=-1320/0,6-7=-1 119/0,7-8=-490/0 BOT CHORD 14-15=0/1031,13-14=0/1320,12-13=0/1320,11-12=0/1320,10-11=0/921 WEBS 8-10=0/736,2-15=0/823,7-10=-684/0,4-15=-770/0,7-11=0/325,4-14=0/272,6-11=-377/0,5-14=-308/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,1. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 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 not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucIdIng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street-Suite 312.Alexandrlm VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Boeneke Main&Guest House-Ashley Cas T13608025 J180025 F19 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:18 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-e2Uok?SonFxB77ikXhug?yTSzTQoTDLaSH 13vAzW m PV 0-4-12 i—I i1-3-0 1-8-13 Scale=1:19.0 3x6 11 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 R C9 SZ! 15 14 13 12 11 10 9 1.5x4 11 3x4= 1.5x4 11 4-12 1-9-4 7-6-1 10-0-1 11-6-1 4-12 1-4-8 5-8-13 2-6-0 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. X (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.09 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=591/0-2-6,1=588/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-586/0,2-4=-472/0,4-5=-1069/0,5-6=-1069/0,6-7=-963/0,7-8—436/0 BOT CHORD 13-14=0/904,12-13=0/1 069,11-12=0/1069,10-11=0/821 WEBS 8-10=0/654,2-14=0!711,7-10=-613/0,4-14=-687/0,4-13=0/363 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,1. 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. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mliek®connectors,This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing !MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 't Boeneke Main&Guest House-Ashley Cas T13608026 J180025 F20 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:18 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-e2Uok?SonFxB77ikXhug?yTZzTTwTD DaSH 13vAzW mPV 1-3-0 Scale=1:17.7 1 3x6— 2 3 4 5 6 o � / 12 11 10 9 8 7 - 3x4= 3x6= 10-10-9 10-10-9 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. n (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL)Z4 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.41 Vert(CT)✓✓✓✓✓✓0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 7 rVa n1a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:58 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=552/Mechanical,7=552/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-548/0,1-2=-589/0,2-3=-1285/0,3-4=-1325/0,4-5=-749/0 BOT CHORD 10-11=0/1105,9-10=0/1441,8-9=0/1186,7-8=0/286 WEBS 1-11=0/739,2-11=-671/0,4-8=-569/0,5-8=0/601,5-7=-668/0 NOTES- 1)All plates are 3x3 MT20 unless otherwise indicated. 2) Refer to girder(s)for truss to truss connections. 3)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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.Ns design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,weANSI/TPI I Quality Criteria,DSB-89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608027 J180025 F21 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:19 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-6E2AxKTQYY31 kHHw5PPvXAOkitoZCgwkgxncRczW mPU 13-0 Scale=1:20.1 3x4= 3x6= 1 3x6= 2 3 4 5 6 d 13 12 11 10 9 8 7 3x4= 3x4= 12-4-0 12-4-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) 06 10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.10 10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 7 n1a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=628/Mechanical,7=628/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-623/016-7=-628/0,1-2=-688/0,2-3=-156410,3-4=-1784/0,4-5=-1392/0,5-6=-36910 BOT CHORD 11-12=0/1294,10-11=0/1811,9-10=0/1734,8-9=0/1027 WEBS 1-12=0/863,2-12=-789/0,2-11=0/352,3-11=-321/0,4-9=-445/0,5-9=0/476,5-8=-851/0,6-8=0/668 NOTES- 1)All plates are 3x3 MT20 unless otherwise indicated. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.1010312015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braying MiTek' Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempe,FL 33610 Job Truss Truss Type Oiy Ply, Boeneke Main&Guest House-Ashley Cas T13608028 J180025 F22 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:20 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-aRcY9g U2JsBuM Rs7e6wB4NYvM H5Xx5ZtvbW Az3zW mPT 11�-0 0-11-3 Scale=1:22.8 3x4= 3x5= 1 3x6= 2 3 4 5 6 7 N L, 14 13 12 11 10 9 8 4x4= 3x4= 3x6= 13-11-3 13-11.3 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) 10 11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.66 Vert(CT) -0.16 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 8 n1a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=711/Mechanical,8=711/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-706/0,1-2=-797/0,2-3=-1872/0,3-4=-2290/014-5=-20991015-6=-1277/0 BOT CHORD 12-13=0/1502,11-12=0/2218,10-11=0/2338,9-10=0/1836,8-9=0/680 WEBS 1-13=0/1000,2-13=-918/0,2-12=0/482,3-12=-450/0,4-10.312/0,5-10=0/341,5-9=-728/0,6-9=0/770,6-8=-968/0 NOTES- 1)All plates are 3x3 MT20 unless otherwise indicated. 2) Refer to girder(s)for truss to truss connections. 3) 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. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design valid for use only wilh MITekO connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek* Is ailwiaayys required for ability anddIs to prevent to prevent collapse buckling ithfIndividual truss web and/or chord members possible personal injury and property damage.NF r general guidance Additional cce rregardingg the and permanent bracing 'y'!Tek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q.'41 Ply t Boeneke Main&Guest House-Ashley Cas T13608029 J180025 F23 Floor 1 1 Jab Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:20 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-aRcY9gU2JsBuMRs7e6w84NYu0H3wx4ztvbW Az3zW mPT 1-3-0 11i r � Scale=1:25.3 3x4= 3x5= 3x8= 1 47— 2 3 4 5 6 7 / 0 N 15 14 13 12 11 10 9 8 5x5= 3xB= 15-6-6 15-6-6 Plate Offsets(X,Y)-- 1:Ec1e,0-1-8, 7:0-3-0,Ec1e LOADING (psf) SPACING- 1-7-3 CSI. DEFL. /in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.24 11-12 >761 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.05 8 rda n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:79 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=794/Mechanical,8=794/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-788/0,7-8=-789/011-2=-906/0,2-3=-2180/0,3-4=-2797/0,4-5=-2800/0,5-6=-2191/0,6-7=-896/0 BOT CHORD 13-14=0/1711,12-13=0/2624,11-12=0/2946,10-11=0/2632,9-10=0/1727 WEBS 1-14=0/1137,2-14=-1047/0,2-13=0/610,3-13=-579/0,5-10=-573/0.6-10=0/60516-9=-l067/0,7-9=0/1128 NOTES- 1)All plates are 3x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallom storage,delivery,erection and bracing of trusses and inns systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ot14 Ply -i Boeneke Main&Guest House-Ashley Cas 713608030 J180025 F24 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 1 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:212018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-2dAwMOUg4AJl_bRJCgRNcb56phW agX?18FGjVVzW mPS � 1-3-0 i 0 Scale=1:26.4 3x5= 3x4= 36= 1 4x7= 2 3 4 5 6 7 8 o / N 16 15 14 13 12 11 10 9 5x5= 3x5= 3x6= 16-1-4 16=1-4 Plate Offsets(X,Y)-- 1:Ed e,0-1-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert -0.13 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.35 Vert CT) -0.21 12-13 >914 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:83 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals- WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=824/Mechanical,9=824/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-818/0,1-2=945/0,2-3=-2290/0,3-4=2977/0,4-5=3054/0,5-6=2509/0,6-7=1338/0 BOT CHORD 14-15=0/1785,13-14=0/2770,12-13=0/3161,11-12=0/2924,10-11=0/2072,9-10=0/571 WEBS 1-15=0/1185,2-15=-1094/0,2-14=0/657,3-14=626/0,3-13=0/269,5-11=539/0,6-11=0/569,6-10=-955/0, 7-10=0/993,7-9=1013/0 NOTES- 1)All plates are 3x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE MII-7473 rev.10/03/2015 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,not a miss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type OCy Ply : Boeneke Main&Guest House-Ashley Cas 713608031 J180025 F25 Floor 25 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:22 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-XpklaM VIrTRcbkoVmXyc9oeF?4tAP2W ANv?H2xzW mPR 1-3-0 0-8-4 Scale=1:13.8 3x6= 1 3x6= 23x3= 33x3= 4 N S 9 8 3x3 7 3x3 63x3= 5 3x3 II 3x3 II 7-5-4 7-5-4 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. In c) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.0 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.20 Vert(CT) - .02 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:41 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (Ib/size) 9=374/Mechanical,5=374/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-36910,4-5=-373/0,1-2=-354/0,2-3=-623/0 BOT CHORD 7-8=0/656,6-7=0/565 WEBS 1-8=0/444,2-8=-393/0,3-6=-441/0,4-6=0/371 NOTES- 1)Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE ' Design valid for use only with MITek®connectors.TNs design is biased only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek'binding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply "r Boeneke Main&Guest House-Ashley Cas 713608032 J180025 A01 Monopitch 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:11 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-69xTg4emZfUhag4s67BzngB6KTgDGyuj2MJ02ZZW mQY -2-0-0 3-10-8 2-0-0 3-10-8 Scale=1:14.2 3 1.5x4 I 5.00 12 2 4 1 1.5x4 11 2x5= 2- 3-10-8 2- 3-8-0 Plate Offsets(X,Y)-- [2:0-5-6,0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No,2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=128/Mechanical,2=351/0- -0 Max Horz 2=115(LC 11) Max Uplift 4=-45(LC 9),2=239(LC 12) Max Grev 4=129(LC 17),2=351(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 0m1)WinV It=130ph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-1 y to 0-7-13,Interior(1)0-7-13 to 3-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4 and 239 Ib uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MITeW connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicablilty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Mexondra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply+ Boeneke Main&Guest House-Ashley Cas 713608033 J180025 A02 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:12 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-aLVrtQfOKzcYC_f2fgiCJ2kKzs_K?OOIGO2aa?zW mQX 2-5-4 7-3-8 12-1-12 14-7-0 2-5-4 4-10-4 4-10-4 2-5-4 Scale:1/2"=1' 4x4= 4 5.00 12 1.5x4 II 1.5x4 II 3x4 24 25 5 3x4 4x10 \\ 3 26 4x10 23 6 2 7 LHJ 1 1.5x4 11 1.5x4 11 FIJIIo ct 4x4= 4x4Em = 1 10 9 6 1.5x4 11 4x10= 1.5x4 11 2-3-4 21514 7-3-8 12-1-12 12 1T2 14-7-0 2-3-4 0-2-0 4-10-4 4-10-4 0-2-0 2-3-4 Plate Offsets(X,Y)-- [1:0-0-12,0-1-131,[7:0-0-12,0-1-131,[T.0-0-12,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.02 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-0-8. (lb)- Max Horz 10=59(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)except 10=-249(LC 12),9=190(LC 12),8=-183(LC 9) Max Grav All reactions 250 Ib or less at joint(s)except 10=429(LC 21),10=410(LC 1),9=493(LC 1),8=429(LC 22),8=41O(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-302/89,6-7=-302/89 WEBS 2-10=-384/408,4-9=-358/260,6-8=-384/408 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=3.0psf;h=251t B=45ft L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-8,Exterior(2)7-3-8 to 10-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 249 Ib uplift at joint 10,190 lb uplift at joint 9 and 183 Ib uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE M11-7473 rev.10/032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing or trusses and muss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312,Atexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtf Ply Boeneke Main&Guest House-Ashley Cas 713608034 J180025 A03 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:13 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-2Y3 D5mgO5GkPg8EEDYDRsFHTIGC LkglOVgo77RzW mQW 2-5-4 7-3-8 12-1-12 14-7-0 2-5-4 4-10-4 4-10-4 2-5-4 5x5= Scale=1:23.7 3 5.00 12 16 15 17 1.5x4 II 1.5x4 II 14 4 2 5 1 to 3x4= 3x4= 7 3x4= 3x4=6 2-3-4 2r5 4 12-1-12 12r3i12 14-7-0 2-3-4 0-2-0 9-8-8 0-2-0 2-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.15 6-7 >752 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 6-7 >377 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MSH Weight:64 lb FT=20% 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.2 REACTIONS. (Ib/size) 6=656/0-4-0,7=656/0-4-0 Max Horz 7=66(LC 11) V/ Max Uplift 6=-241(LC 12),7=-344(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-359/47,4-5=-359/47 BOT CHORD 1-7=0/33816-7=-36/253,5-6=0/338 WEBS 3-6=-299/392,4-6=-312/327,3-7=-299/392,2-7=-312/327 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=25fh B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-8,Exterior(2)7-3-8 to 10-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 241 Ib uplift at joint 6 and 344 Ib uplift at joint 7. Thomas A.Albani PE No.39330 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual miss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wah possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas 713608035 J180025 A04 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:14 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-W kdbl6hesasGR1pRnFkgPTpdiggrTH09kKXgftzW mQV 2-5-4 7-3-8 12-0-12 2-55 4 4-10-4 4-9-4 4x4= Scale=1:21.8 3 5.00 12 13 12 14 3x6 3x4 11 4 2 0 d 1 F1 171 6 3x4= 7 4x10= 5 1.5x4 11 1.5x4 11 2-3-4 2r5;4 7-3-8 12-0-12 2-3-4 0-2-0 4-10-4 4-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:58 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 5=398/0-3-8,7=674/0-4-0 Max Horz 7=109(LC 11) Max Uplift 5=-143(LC 12),7=350(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-320/150,2-3=-421/200,3-4=-412/210,4-5=-355/243 BOT CHORD 1-7=-86/310,6-7=-145/320 WEBS 2-7=-589/526,2-6=-347/419,4-6=-74/257 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. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-8,Exterlor(2)7-3-8 to 10-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 5 and 350 Ib uplift at joint 7. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.70/03/2015 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.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608036 J180025 A05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:15 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-_wBzW ShHcu?73SOdLyFvxgMn34?LCkCJy_HEBKzW mQU 2-5-4 7-7-4 12-0-12 2-5-4 5-2-0 4-5-8 4x7= Scale=1:23.0 1.5x4 11 3 i3 4 5.00 12 3x4 11 12 2 Li 1 6 3x4= 7 4x4= 3x4=5 1.5x4 11 2r5f 7-7-4 12-0-12 2-3-4 0-2-0 5-2-0 4-5-8 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 rl/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:62 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=674/0-4-0,5=398/0-3-8 Max Horz 7=1 89(LC 11) 17f Max Uplift 7=345(LC 12),5=-219(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-314/128,2-3=-414/182 BOT CHORD 1-7=-62/299,6-7=-208/292,5-6=-297/377 WEBS 2-7=-584/531,2-6=-323/381,3-5=-374/285 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. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 Ib uplift at joint 7 and 219 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND iNCLUDED mrrEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek7 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608037 J180025 A06 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:16 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-S7kMjoivNB7_hbzpugnBU uvtN UJCxBW SBeOnj mzW mQT 2-5-4 9-7-4 12-0-12 r 2-5-4 7-2-0 2-5-B 4x10= 1.5x4 11 Scale=1:26.3 3 4 5.00 F12 12 3x4 11 75:- 2 1 6 3x4= 7 4x4= 5 1.5x4 II 3x4= 2-3-4 2r 544 9-7-4 12-0-12 2-3.4 0-2-0 7-2-0 2-5-8 Plate Offsets(X,Y)-- (3:0-6-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 6-7 >997 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No,2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=674/0-4-0,5=398/0-3-8 Max Harz 7=239(LC 11) Max Uplift 7=-342(LC 12),5=-1 99(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-254/22,2-3=-342/147 BOT CHORD 6-7=-290/375,5-6=-248/307 WEBS 2-7=-588/569,3-5=-459/357 NOTES- 1)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 D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-4,Exterior(2)9-7-4 to 11-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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 fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 Ib uplift at joint 7 and 199 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6004 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED U/TEK REFERANCE PAGE Ulf-7473 rev.10103/2015 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 not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtp Ply '1 Boeneke Main&Guest House-Ashley Cas 713608038 J180025 A07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:16 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-S7kMjoivNB7_hbzpugnBUuvyEU LVxAcSBeOnj mzW mQT 2-5-4 7-2-2 11-7-4 12-0-12 2-5-4 4-8-14 4-5-2 5-8 3x4% Scale=1:30.7 4 5.00 FIT 12 3x4 3 3x4 11 2 1 6 3x4= 7 4x4= 5 1.5x4 II 3x4= 2-3-4 2 5r4 7-2-2 12-0-12 _ 2-3-4 0-2-0 4-8-14 4-10-10 Plate Offsets(X Y)-- [4:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:64 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 5=398/0-3-8,7=674/0-4-0 / Max Horz 7=295(LC 11) Max Uplift 5=166(LC 9),7=-337(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-334/174,2-3=-442/155 BOT CHORD 1-7=-1 16/325,6-7=-323/331,5-6=-316/468 WEBS 3-5=-425/260,2-6=-336/480,2-7=-581/501 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4fh Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 Ib uplift at joint 5 and 337 Ib uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.1010342015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS&69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TFUSS Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas 713608039 J180025 A08 Monopitch 3 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:17 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-wJlkx8jX8VFgIIYOSNI N05R7ythigdocQlmKGCzW mQS 2-5-4 7-1-4 12-0-12 2-5-4 4-8-0 4-11-8 Scale=1:31.1 4 2x4 5.00 12 12 3x4 3 3x4 i 11 2 1 6 3x4= 7 4x4= 5 1.5x4 I I 3x4= 2-3-4 215,4 7-1-4 12-0-12 J 2-3-4 0-2-0 4-8-0 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:64 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=674/0-4-0,5=398/0-3-8 Max Horz 7=295(LC 11) Max Uplift 7=-337(LC 12),5=-166(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-335/178,2-3=-444/155 BOT CHORD 1-7=-121/328,6-7=-325/333,5-6=-318/472 WEBS 2-7=-581/499,2-6=-340/489,3-5=-426/261 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 Ib uplift at joint 7 and 166 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing nil!Tek' Is always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee StreeL Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply's Boeneke Main&Guest House-Ashley Cas JI B0025 B01 Hip Girder 1 ob Reference(optional) 713606040 Manning Building Supplies, Jacksonville,FL 8.21 Cs peb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:18 2018 Page 1 ID:PUyeV3?Y7p?o_s elMZeglzaewD-OVs68Uk9vpNhwv6CO5pcZJ—EIHszPyClfyVuofzWmOR 2-5-4 8-4-6 14-3-9 19-11-12 22-9-6 25-5-2 251115 28-6-4 2-5-4 5-11-2 5-11-2 5-8-3 2-9-100-6-1 2-6-5 Scale=1:49.1 4x7= 6x6= 3x4= 1.5x4 I I 3x4= 4 20 5 6 7 6 5x5 9 5.00 12 3x4 3 4 � y m to 5x5 i a N 2 1 2 1c,12 25 11 26 c, 21 22 23 Special 5x5= i6 15 14 13 Special Special 10 3x4— 1.5x4 II 5x5= 6x6= Special Special 6x8= 5.00 F,2 2x5 I I Special Special 2-3-4 20110 - 4 8-4-6 14-3-9 19-11-12 22-9-6 25-5-2 28-6-4 2-3-4 0- -0 5-11-2 5-11-2 5-B-3 2-9.10 2-7-13 3-1-2 Plate Offsets(X,Y)— [4:0-5-4,0-2-4],[8:0-2-0,0-2-11],[12:0-5-4,0-3-0],[13:0-5-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.34 13-14 >925 180 BCLL 0.0 Rep Stress Incr NO W B 0.73 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:366 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 1-13:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 8-11-0 oc bracing:12-13 OTHERS 2x4 SP No.2 6-0-0 oc bracing:10-11. WEBS T-Brace: 2x4 SP No.2-9-10 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=4403/0-3-8,16=3477/0-4-0 / Max Horz 16=321 LC 7) J Max Uplift 10 42 C 5),16= 30 C 8) FORCES. (lb)-Max.'Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5476/294,3-4=-5968/236,4-5=-45971754,5-6=-4277/817,6-7=-4286/821, 7-8=-2482/584,8-9=-2683/609,9-10=-4236/906 BOT CHORD 15-16=-307/295,14-15=-343/4978,13-14=-214/5496,12-13=-869/5137,11-12=-618/2557 WEBS 2-16=-3247/403,2-15=-254/4888,3-1'5=-876/133,3-14=-277/727,4-14=0/2840, 4-13=-1313/0,5-13=-23/456,5-12=-635/0,6-12=-329/132,9-11=885/4060, 7-11=2463/400,7-12=-536/3778 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-2-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 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 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;B=45ft;L=29ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`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 Thomas A.Albani PE No.39380 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 8)Bearing at joint(s)10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify 6604 Parke East Blvd.Tampa FL 33610 capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 942 Ib uplift at joint 10 and 430 Ib uplift Date: at joint 16. March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply's Boeneke Main&Guest House-Ashley Cas 713608040 J180025 B01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:18 2018 Page 2 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-OVs68Uk9vpNhwv6C05pcZJ_EI HszPyClfyVuofzW mOR NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2414 Ib down at 14-4-10,492 Ib down and 227 Ib up at 16-4-10,492 Ib down and 227 lb up at 18-4-10,477 Ib down and 219 Ib up at 20-4-10,467 Ib down and 219 Ib up at 22-4-10,and 467 Ib down and 219 Ib up at 24-4-10,and 517 Ib down and 242 Ib up at 26-4-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-8=-70,8-9=-70,13-17=-20,12-13=-20,11-12=-20,10-11=-20 Concentrated Loads(lb) Vert:14=-2414(B)21=-492(B)22=-492(B)23=-477(B)24=-467(B)25=-467(B)26=-517(B) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the appllcabOlty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent braGng MiTe k` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply x Boeneke Main&Guest House-Ashley Cas T13608041 J180025 B02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:19 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-tiQULpkng6VYY-3h6OaoKr6WXPW hld8 TzvtcFRK5zW mQQ 2.5- 8.8.0 14-10-12 511-12 2296 2254712 28-16-4 2-54 6-2-12 6-2-12 -1-0 -10 3- -8 Scale=1:49.1 4x7= 3x4= 1.5x4 11 4x7= 4 21 22 5 23 6 247 3x5 5.00 12 8 3x4 20 3 m a co 3x5 N 2 19 m 1N 11 10 N Y[ ED- 5x12= 5x5= 0 15 14 13 12 9 3x4— 1.5x4 11 4x4= 3x4= 5x8 5.00 F12 26 11 2-3-4 2- 4 8-8-0 14-10-12 19-11-12 22-9-6 25-5-2 28-6-4 2-3-4 0- -0 6-2-12 6-2-12 5-1-0 2-9-10 2-7-13 3-1-2 Plate Offsets(X Y)-- [4:0-5-4,0-2-41,[7:0-5-4,0-2-01,[12:0-5-12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.0713-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.14 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (Ib/size) 9=1157/0-3-8,15=1397/0-4-0 / Max Horz 15=327(LC 11) Max Uplift 9=-450(LC 9),15=-616(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1751/719,3-4=-1402/688,4-5=-1073/652,5-6=-996/579,6-7=-1000/581, 7-8=-699/416,8-9=-1129/658 BOT CHORD 14-15=-307/299,13-14=-942/1542,12-13=-738/1215,11-12=-698/1163,10-11=424/616 WEBS 2-15=-1281/754,2-14=-740/1560,3-13=-398/236,4-13=-83/390,5-12=-258/213, 7-11=-451/872,7-10=-709/445,8-10=-567/980 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=29ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-10-12,Exterior(2) 14-10-12 to 28-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 450 Ib uplift at joint 9 and 616 lb uplift at joint 15. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only will)MITek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcallon,storage.delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608042 J180025 B03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:21 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-p4YEmVml CkIGnNrnhDMJ Bxci 1 VxkcK2BLwkYPzzW mQO 2-5-4 9-8-0 16-10-12 19-4-12 1911.12 22-9-6 25-5-2 28-6-4 2-5-4 7-2-12 7-2-12 2-6-0 7- 2-9-10 2-7-13 3-1-2 Scale=1:49.1 5x5= 4x10 4 5 6 3x4 7 5.00 12 21 22 3x4 3x4 i 8 3 3x4 9 D v r 3x5 y 2 20 0 1 12 11 N 5x12= 5x5 0 = 16 15 14 13 10 1.5x4 11 4x4= 3x8= 5x5= 2x5 I I 3x4= 5.00 12 2-3-4 2- 4 9-8-0 16-10-12 19-11-12 22-9-6 25-5-2 28-6-4 2-3-4 0- -0 7-2-12 7-2-12 3-1-0 2-9.10 2-7-13 3-1-2 Plate Offsets(X Y)-- [5:0-0-11,0-1-101,[5:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.07 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-14 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,61n o.c.,with 31n minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=1157/0-3-8,16=1397/0-4-0 Max Horz 16=287(LC 11) Max Uplift 10=-441(LC 12),16=-618(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1779/740,3-4=1256/650,4-5=1059/657,5-6—1012/624,6-7=-1085/640, 7-8=-1266/669,8-9=-1011/490,9-10=-1129/599 BOT CHORD 15-16=-248/272,14-15=-821/1557,13-14=-480/948,12-13=-651/1255,11-12=516/922 WEBS 2-16=-1279/774,2-15=-716/1506,3-14=-591/316,6-14-1 71/372,7-13=-439/261, B-12=-152/379,8-11=-592/331,9-11=-556/1100 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=2911;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-10-12,Exterior(2) 16-10-12 to 19-4-12,Interior(1)23-7-11 to 28-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 441 Ib uplift at joint 10 and 618 Ib uplift at joint 16. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. R' Design valid for use orgy with MlrekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not ®` a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas 713608043 J180025 B04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:22 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZegizaewD-HH6d_rngzl t7PW QzFxuYj98ySuHNLo3LaaT5xQzW mQN 17-6-2 2-5-0 7-1-12 11-10-4 12- 12 14-10-6 1 10- 20-3.12 22-1-12 30-0.0 37-10-4 40-3.8 2-5.4 4-&8 0.•B 2-9-10 11-1 2-9-10 1-10-0 7.10-4 7-10-0 2-54 1-7.14 Scale=1:70.6 5x5= 3x8 7 8 5x6= 1.5x4 II 6x8= 6 30 31 5.00 F12 4 3x4 9 3x4 3 28 N 3x4- 27 32 3x4 b 2 10 1 17 16 11 IJ 0 0 6x6=5x12= 12 0 20 19 18 15 14 13 3x5= 1.5x4 I1 44= 7x10 MT20HS 6x6= 3x8= 44= 1.5x4 11 3x5= 5.0012 2-3-4 z-S4 7-1-12 11-11-0 12-Q-1z14-m-6 T7-6z z0-3.12 ,z2-1-12� 30-0.0 37-10.4 36,0-44-3-8 4-6-6 4-9-0 0- 12 2-9-10 2-7-13 2.9-10 1-10.0 7-10-0 7-10-0 0.-0 2-3-0 Plate Offsets(X,Y)-- [4:0-6-0,0-2-41,[5:0-4-0,0-3-41,[15:0-3-0,0-2-4],[18:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.18 13-14 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:249 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 8-11:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-9-14 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 18=2118/0-3-8,20=270/0-4-0,12=1237/0-4-0 Max Harz 20=213(LC 11) Max Uplift 18—802(LC 12),20=-1 95(LC 12),12=473(LC 12) Max Grav 18=2118(LC 1),20=354(LC 21),12=1237(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-150/366,3-4=295/868,5-6=-476/303,6-7=-490/358,7-8=-681/482,8-9=-811/447, 9-10=-1470/602 BOT CHORD 19-20=-255/244,18-19=-365/259,17-18=-913/544,15-16=-74/609,14-15=-67/559, 13-14=-421/1265 WEBS 2-20=-271/271,4-17=-391/1025,7-16=-324/160,7-14=-100/396,8-14=-120/254, 9-14=-741/382,10-13=-525/1164,10-12=-1113/717,5-17=-1112/536,5-16=-340/849, 3-18=-571/298,4-18=-1403/620 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=40ft eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 11-9-4,Exterior(2)11-9-4 to 26-2-2,Interior(1)26-2-2 to 40-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 802 Ib uplift at joint 18,195 Ib uplift at joint 20 and 473 Ib uplift at joint 12. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with M1TekO connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use.]he building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is io prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/rPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtij Ply Boeneke Main&Guest House-Ashley Cas T13608044 J180025 B05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:23 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-ITg?BBolkL?_Og?9pePnGMh3_laP4AXUoEDfTszW mQM 14-10-6 i 2-54 9-10-4 12-0-12 13-10-4 17-6-2 20-3-12 22-1-12 30-0-0 , 37-104 1 40-3-B i 2-5-4 7-5-0 2-2 9r$0-2 2-7-13 2-9-10 1-10-0 7-10-4 7-10-4 2-5-4 ' Scale=1:70.6 5x5= 5x10 9 10 1.5x4 II 1.5x4 II 3x4 32 >:��34 sxa= B 5x8 II 5x5= 5.00 12 3 4 7 5 30 3x8� P9 3x8� u' v 12 2 v 1 0 19 18 13 1 u 0A 6x6= 6x8= 00 22 21 20 17 16 15 14 3x6 11 3x6 11 3x5= 3x5—_ 5x10 MT20HS= 6x6= 3x8= 5x5= 5x5= 5.00 12 14-10-6 2-34 2-5-4 9-10-4 12-0-12 13-10-4 17-6-2 20-3-12 22-1-12 30-0-0 37-10.4 38.4440-3-8 2-3-4 0--0 7-5-0 2-2-8 1-9-8 1-0-2 2-7-13 2-9-10 1-10.0 7-104 7-10-0 0-.0 2-34 Plate Offsets(X,Y)-- [3:0-5-12,0-2-81,[17:0-3-0,0-2-41,[18:0-5-4,0-3-41,[19:0-3-0,0-3-41,[20:0-7-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.24 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.44 18-19 >969 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:251 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. 3-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-4 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-11-16,12-15 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"xW)nails,On o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 22=1813/0-4-0,14=1813/0-4-0 Max Horz 22=-21 O(LC 10) v Max Uplift 22=-779(LC 12),14=-691(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2539/1117,3-4=-2645/1274,4-5=-2527/1213,5-6=-1420/577,5-7=-3778/1707, 7-8=-333511 535,8-9=-3270/1572,9-10=-1967/1039,10-11=-2103/1018, 11-12=-2597/1091 BOT CHORD 1-22=-51/252,21-22=-1 24/414,20-21=904/2232,19-20=-1145/2818,18-19=-1504/3752, 17-18=-763/2167,16-17=-710/2013,15-16=-862/2303 WEBS 2-22=-16881993,2-21=-909/2052,3-20=-428/879,6-20=1840!790,4-6=-255/156, 6-19=-562/1452,7-19=-88/292,7-18=-1 290/617,9-18=-951/2182,9-17=-812/287, 9-16=-801/469,10-16=-546/1125,11-16=-602/314,12-15=-956/2166,12-14=-1676/966 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=40ft eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interlor(1)4-0-6 to 9-10-4,Exterior(2)9-10-4 to 26-2-2,Interior(1)26-2-2 to 40-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 779 Ib uplift at joint 22 and 691 Ib uplift at joint 14. 8)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MII-7473 rev.1010312015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply r Soeneke Main&Guest House-Ashley Cas 713608045 J180025 B06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:24 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-DfDNPXowVf7regaMMLwOoaElmiwepg6el uyC0lzWmQL 2.5-4 7-10- 44 11-10-4 14-10-6 17-6-2 20-3-12 22-1-12 30-0-0 37-10.4 40-3-8 2-5-4 5-5-0 -0-0 3-0-2 2-7-13 2-9-10 1.10.0 7-10-4 7-10-4 2-5-4 Scale=1:70.6 5x5= 5x10 7 8 1.5x4 11 P6 29 3x5 6 3x4 5.00 12 5x5= 5x12= 5 9 3 3x8 27 30 3x8 N 2 10 r: T0 m 1 11- 17 16 11 1q lc 02 6x6= 6x8= o 20 19 18 15 14 13 12 3x6 11 6x8= 6x6 3x6 II 3x5= 3x5= 6x6= 3x8= 5x5= 5.00 12 2-3-4 2- 4 7-10-4 122 -12 14-10-6 17-6-z z0-3-12 L2-11 102 3ao-0 37-10-4 380-44o-3-B -0 5-5-0 4-2-6 2-9-10 2-7-13 2-9-10 1-10.0 7-10-4 7-10-0 0.-0 2-31 Plate Offsets(X,Y)-- [15:0-3-0,0-2-41,[16:0-5-4,0-3-41,[17:0-3-0,0-3-41,[18:0-3-15,0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.48 16-17 >893 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MSH Weight:244 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. 8-11:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-9-14,10-13 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 31n minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 20=1813/0-4-0,12=181310-4-0 Max Horz 20=-21O(LC 10) Max Uplift 20—779(LC 12),12=-691(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2444/1058,3-4=-2225/1049,4-5=-4053/1765,5-6=-3298/1485,6-7=-3304/1551, 7-8=-1966/1023,8-9=-2102/1003,9-10=-2598/1078 BOT CHORD 19-20=191/290,18-19=-1317/3249,17-18=1391/3440,16-17=1419/3666, 15-16=-744/2165,14-15=-69312012,13-14=-857/2304 WEBS 2-20=-1690/948,2-19-996/2197,3-19=-1 84/596,4-19=-1370/618,4-18=-1248/544, 4-17=-188/659,5-17=-405/982,5-16=-1 109/507,7-16=-937/2216,7-15=-810/279, 7-14=-798/458,8-14=-537/1125,9-14=-604/315,10-13=-947/2167,10-12=-1676/959 NOTES- 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=40ft eave=5fh Cat. 11;Exp D;Encl.,GCpl=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 7-10-4,Exterior(2)7-10-4 to 26-2-2,Interior(1)26-2-2 to 40-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 779 Ib uplift at joint 20 and 691 Ib uplift at joint 12. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 © WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of IndivWual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type QJ Ply ; 80 neke Main&Guest House-Ashley Cas 713608046 J180025 B07 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:26 2018 Page 1 I D:PUyeV3?Y7p?o-sTel MZeglzaewD-92L7gDgA1 GNZt8kkU myUu?JcoW d EHV?wUC RJ4BzW mQJ 2-5-4 5-10-4 9-10-4 16-0-8 20-4-0 22-1.12 23-8-8 25-7-13 32-5-4 40-3-8 2-5-4 3-5-0 4.0-0 6-2-4 4-3-8 1-9-12 1-6-12 1-11-5 6-9-7 7-10-4 Scale=1:70.2 Bx8 2x4 11 6 7 .3x4= 8 5x5 5 21 5x8 M18SHS= 1.5x4= 2x4 I I 5.00 12 6x12 Mil = NAILED 9 3 _ 5x5 8x8= 10x14\\4L__ 10 2 mLa 1 1 N N u Iv 12x14 MT20HS— 1t o 20 19 18 17 14 13 12 5x5= 10x12 Mi8SHS= 5x8 M18SHS= 5x10 MT20HS I I 3x5 II 3x6 11 410 Special 8x8= 7x10= 2-3-42- -4 5-10-4 9-10-4 16-0-8 20-4-0 22-1-12 32-5-4 38-0-4 40-3-8 2-3-40- 40 3-5 0 4-0-0 6-2-4 4-3-8 1-9-12 10-3-8 5-7-0 2-3-4 Plate Offsets(X,Y)-- [1:0-3-13,0-0-2],[2:0-3-4,0-3-4],[3:0-4-0,0-1-13],17:0-1-7,Edge],[11:0-2-12,0-3-11],[11:0-2-10,0-4-12],113:0-2-8,0-6-4],[15:0-3-12,0-3-8],[16:0-7-4 0-6-01 [17:Edge 0-3-81 [18:0-2-0,0-2-81,[20:0-0-11,0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.29 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.54 12-13 >824 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.13 12-13 938 360 Weight:283 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-3-2 or;purlins. 4-7:2x4 SP 225OF 1.9E,7-11:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. BOT CHORD 2x6 SP DSS"Except" WEBS T-Brace: 1x4 SPF Stud-16-18 5-17:2X4 SP 2250F 1.9E,6-14:2x4 SP No.2,11-14:2x8 SP DSS 2x4 SP No.2-4-16,5-15 WEBS 2x4 SP No.2"Except" Fasten(1 X) T and I braces to narrow edge of web with 8d 16-18:2x4 SP 2250F 1.9E (0.113"x2.5')nails,bin o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 and Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Right 2x6 SP No.2 2-2-0 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 20=3414/0-4-0,11=1878/0-4-0 Max Horz 20- C 33) Max Uplift 20 -2054 LC 8),11=-700(LC 8) l� Max Grav 20= C 41),11=2124(LC 39) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-524/246,2-3=-5513/2767,3-4=-5267/2680,4-5=-5405/2250,5-6=-3775/1524, 6-7=-3576/1493,7-8=-2897/1159,8-9=-330211248,9-11=-3316/1077 BOT CHORD 1-20=-207/478,19-20=361/603,18-19=-3059/6894,17-18=-331!789,5-16=-699/1576, 15-16=-1950/5082,14-15=-1317/338,6-15=-70/263,13-14=-146/281,12-13=-931/2967, 11-12=-931/2967 WEBS 3-19=-884/1897,4-19=-2316/1049,4-18=-945/493,16-18=-2794/6242,4-16=-1953/1179, 5-15=-2122/1055,13-15=-898/3141,7-15=-890/2108,13-21=-432/855,7-21=-433/910, 8-21=-396/193,9-12=-419/384,2-19=-2407/4740,2-20=-3337/1755 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=40ft eave=5ft Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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. Thomas A.Albani PE No.39380 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 MiTek USA,Inc.FL Cert 6634 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2054 Ib uplift at joint 20 and 700 Ib uplift 6904 Parke East Blvd.Tampa FL 33610 at joint 11. 9)"NAILED"indicates 3-1 Did(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Date: 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2312 Ib down and 1410 Ib up at March 27,2018 chord. The desi n/selection of such connection devices is the resoonsibilitv of others. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 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.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608046 J180025 B07 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:26 2018 Page 2 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-92L7gDgA1 GNZtBkkUmyUu?JcoWdEHV?wUCRJ4BzW mQJ NOTES- 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-4=-70,4-7=-70,7-26=70,1-17=-20,15-16=-20,13-14=-20,12-13=-30,11-12=-20 Concentrated Loads(lb) Vert:3=-51(B)19=-1 694(B) ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty - Ply " Boeneke Main&Guest House-Ashley Cas T13608047 J180025 B08 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:28 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-6QTuEurQZtdH7Rt7bB_yzQOtiJJXIQnDyVwQ93zW mQH 5-1-10 9-11-12 14-3-4 16-1-0 17-7-12 19-1-1 26-4-8 32-2-0 5-1-10 4-10.2 4-3-8 1-9-12 1-6-12 1-11-5 6-9-7 5x8 M18SHS- Scale=1:60.7 2x4 11 5 W= 4 6 5.00 12 26 27 3x4 18 3x6= 3 3x4 2x4 II 7 2 25 28 4x4 5x5 8 1 S� 9cp 5x12= ' _ •" 17 16 15 12 11 10 3x6 11 5x8= 1.5x4 11 3x5 11 Bx8= 3x6 11 5x12 11 5-1-10 9-11.12 14-3-4 16-1-0 26-4-8 31-11-8 32 -0 5-1-10 4-10-2 4-3-8 1-9-12 10-3-8 5-7-0 0- -8 Plate Offsets(X,Y)— (5:0-6-0,0-2-81,(9:0-7-10,0-0-4],[11:0-3-8,0-6-4),[13:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.28 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.54 10-11 >713 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.14 10-11 877 360 Weight:228 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. BOT CHORD 2x4 SP No.2*Except` 9-12:2x8 SP DSS WEBS 2x4 SP No.2 SLIDER Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 17=1459/Mechanical,9=1527/0-4-0/ Max Horz 17=-211(LC 10) Max Uplift 17=-523(LC 12),9=-517(LC 12) Max Grav 17=1475(LC 20),9=1693(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2366/924,2-3=-2904/1116,3-4=-2419/944,4-5=-2274/948,5-6=-1841/713, 6-7=-2387/877,7-9=-2385/69811-17=-1417/623 BOT CHORD 16-17=-111/291,3-14=-105/366,13-14=-859/2735,12-13=-1357/321,10-11=-561/2128, 9-10=-561/2128 WEBS 3-13=-704/349,11-13=531/2310,5-13=-209/832,11-18=-125/1039,5-18=-154/1101, 6-18=-457/204,7-10=-465/412,2-16=-738/333,1-16=-714/2030,2-14=-99/540, 14-16=735/2149 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=45fh L=32ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-6,Interior(1)3-4-6 to 16-1-0,Extedor(2)16-1-0 to 19-3-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 523 Ib uplift at joint 17 and 517 Ib uplift at joint 9. Thomas A.Alban!PE No.39380 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buildiisalwaysrequired for stabilityn. lcanted Is to d top event collapse with vent buckling oIndividual truss web f personal Injury andrchord property damage. For r genera guida guidance rAdcritilonal egarding permanent and te bracing M�Tek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS!Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type QtJ Ply Boeneke Main&Guest House-Ashley Cas T13608048 J180025 B09 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:29 201 B Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-adt GSEs3JB[7kbSJ9vW BVdx68jfKUsKNB9gzhWzW mQG 5-1-10 9-11-12 14-3-4 16-1-0 17-7-12 19-7-1 26-4-8 31-7-8 5-1-10 4-10-2 4-3-8 1-9-12 1-6-12 1-11-5 6-9-7 5-3-0 6x12 M18SHS Scale=1:60.2 2x5 11 5 2x4= 4 6 5.00 12 3x6 18 5x5 3 3x6= 2x4 II 7 2 4x4 8 4x4 5x8 1 9 g ; IT ITT 11- 23 2 17 16 15 6x1 2= 12 11 10 3x6 11 8x8= 2x4 11 3x8 11 3x6 11 8x12 11 HTU26 HTU26 10x10= 8x12= 0_Pr8 5-1-10 9-11-12 14-3-4 16-1-0 26-4-8 31.7-8 0F8 4-11-2 4-70-2 4-3-8 1-9-12 10-3-8 5-3-0 Plate Offsets(X Y)-- 15:0-10-1,0-3-0],[11:0-3-8,0-6-41,[13:0-3-8 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.44 13-14 >848 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO W B 0.96 Horz(CT) 0.17 9 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.10 10-11 1197 360 Weight:232 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E"Except' TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, 5-9:2x6 SP DSS except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. 13-14:2x6 SP DSS,9-12:2x8 SP DSS WEBS T-Brace: 2x4 SP No.2-5-13 WEBS 2x4 SP No.2*Except* Fasten(2X) T and I braces to narrow edge of web with 1od 1-17:2x6 SP No.2 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Right 2x6 SP No.2 3-6-0 REACTIONS. (Ib/size) 9=2151/Mechanical,17=2/88/0-4-0 Max Horz 17=-207(LC 6) ` /� Max Uplift 9=965(LC 8),17=-1249(LC 8) V Max Grav 9=2264(LC 32),17=2488(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4078/2088,2-3=-5545/2966,3-4=-4380/2349,4-5=-4168/2301,5-6=-3344/1779, 6-7=-3686/1798,7-9=-3696/1641,1-17=-2422/1250 BOT CHORD 16-17=-145/347,3-14=-621/1064,13-14=-2612/5105,12-13=-1336/406,4-13=-113/302, 10-11=-1435/3316,9-10=-1435/3316 WEBS 3-13=-1504/916,11-13=-1548/3683,5-13=-1895/3363,11-18=-1024/1309, 5-18=-1027/1371,6-18=-463/286,7-10=-348/409,2-16=-1449/824,1-16=-1781/3554, 2-14=-795/1516,14-16=-1850/3599 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=32fh eave=4ft Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11 7) Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 965 Ib uplift at joint 9 and 1249 Ib uplift Thomas A.Alban!PE No.39380 at joint 17. MiTek USA,Inc.FL Cert 6634 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 3-1-8 oc max. 6904 Parke East Blvd.Tampa FL 33610 starting at 10-6-12 from the left end to 13-8-4 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Date: 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. March 27,2018 HOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI17473 rev.1010312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.THs design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and trim systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type O Ply oeneke Main&Guest House-Ashley Cas 713608048 J180025 B09 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:29 2018 Page 2 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-ad I GSEs3J BI7kbSJ9vW BVdx68jf KUsKNB9gzhW zW mQG NOTES- 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-70,5-9=-70,15-17=-20,13-14=-20,11-12=-20,10-11=-30,10-19=-20 Concentrated Loads(lb) Vert:23=-646(B)24=-1064(B) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MI1-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addttonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage.,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt f Ply Boeneke Main&Guest House-Ashley Cas T13608049 J180025 B10 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 122018 MiTek Industries,Inc. Tue Mar 27 10:08:30 2018 Pagel I D:PUyeV3?Y7p?o_sTelMZeglzaewD-2pbefath4Vt_MI1 Wjcl Q2rUM M77RDVxW PpPXDyzW mQF 5-1-10 9-11-1210-6-Q 5-1-10 4-10-2 0-6-4 Scale=1:30.5 3 3x10= 5.00 12 3x4 2 a 10 3x6 1 6x8= 9 I 7 6 54 1.5x4 I 4x4= 3x4= Or2i8 5-1-10 9-11-12 10-6-Q 0-2-8 4-11-2 4-10-2 0-6-4 Plate Offsets(X,Y)-- j3:0-4-12,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:72 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x8 SP DSS / REACTIONS. (Ib/size) 7=461/0-4-0,9=408/Mechanic Max Horz 7=199(LC 12) Max Uplift 7=120(LC 12),9=209(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-552/156,5-8=-160/302.3-8=-160/302,1-7=-412/211 BOT CHORD 6-7=-303/261,5-6=-295/475 WEBS 2-5=453/310,1-6=-7/359,3-9=-416/239 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 Ib uplift at joint 7 and 209 lb uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply• Boeneke Main&Guest House-Ashley Cas 713608050 J180025 B11 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:30 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-2pbefath4Vt_MI1 Wjc1 Q2rUNC788DW eW PpPXDyzW mQF 2-5-4 7-2-14 12-0-8 1 -6-1 2-5-4 4-9-10 4-9-10 6-4 Scale=1:31.6 4 3x10= 5.00 F12 3x4 3 v Lb 3x4 i 14 2 6x8= 13 1 �R 7 65 3x4= 8 1.5x4 11 4x4= 3x4= 2-3-4 2 5 4 7-2-14 12-0-8 1 -6-1 2-3-4 0-2-0 4-9-10 4-9-10 6-4 Plate Offsets(X,Y)-- [1:0-1-14,0-0-2),[4:0-4-12,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.01 13 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight:78 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x8 SP DSS REACTIONS. (Ib/size) 8=697/0-4-0,13=371/Mechanical Max Horz 8=207(LC 12) Max Uplift 8=-301(LC 12),13=-1 87(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-335/164,2-3=-473/79,6-9=-105/259,4-9=-105/259 BOT CHORD 1-8=-104/327,6-7=-215/404 WEBS 2-8=-600/435,2-7=-236/495,3-6=-370/206,4-13=-378/191 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. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 Ib uplift at joint 8 and 187 Ib uplift at joint 13. Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braying MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Q'!y Ply} Boeneke Main&Guest House-Ashley Cas T13608051 J180025 B12 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:31 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-W?90twuJroOr_vciHKYfb2OZsXMLy_OgeT94lOzW mOE 4-10-8 4-10-8 1 4x4= 2 Scale=1:25.8 11 5 6 3 4 HTU26 HTU26 44= 2x4 11 4-10-8 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.07 3-4 >798 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=666/Mechanical,3=487/Mechani al Max Horz 4=-226(LC 4) Max Uplift 4=-468(LC 4),3=369(LC 5) Max Grav 4=666(LC 1),3=509(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 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 468 Ib uplift at joint 4 and 369 Ib uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 2-11-4 to connect truss(es)to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,3-4=-20 Concentrated Loads(lb) Vert:5=-390(B)6=-351(B) Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,1I1-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MITekG connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabillty of design parameters and properly incorporate this design Info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabdcaflom storage,delivery,erection and tracing of trusses and trusasystems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q y Ply Soeneke Main&Guest House-Ashley Cas T13608052 J180025 B13 Flat Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:32 2018 Page 1 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-_CiP4Gvxc68ib3Bug13u7GZiXwkphQ8pUudlrzWmQD 4-10-8 4-10-8 Scale=1:32.5 1 2 11 L Li 5 6 3 4 2x4 I I HTU26 HTU26 4x4= 4-10-8 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 3-4 >945 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.10 3-4 >577 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:47 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. W EBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. REACTIONS. (Ib/size) 4=1083/Mechanical,3=769/Mechanical Max Horz 4=-297(LC 4) Max Uplift 4=-7.16(LC 4),3=-563(LC 5) Max Grav 4=1083(LC 1),3=792(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-272/303 BOT CHORD 3-4=-264/230 NOTES- 1)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=4fh Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 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 716 Ib uplift at joint 4 and 563 Ib uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 2-11-4 to connect truss(es)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-70,3-4=-20 Concentrated Loads(ib) Vert:5=-721(F)6=-719(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.INs design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee StreeL Suite 312,Mexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ; Boeneke Main&Guest House-Ashley Cas T13608053 J180025 B14 Attic 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 2710:08:33 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-SOGnicvZNQGZDDm4Oka7gT6jZK04Qgly5neBgHzW mQC 15-7-0 5-30 12-7-1 14-1-9 1568 17-4-4 1 -10 8 5-30 7-4-1 1-fr8 1-4-15 1-9-4 6-4 0-0-8 6x12 Mi BSHS\ Scale:1/4'=I' 2x4— 5 2x4 I I 4 6 5.00 12 17 1 X "_ 2X4 11 ry 3 o ur 4x4 16 2 1 10-1-12 m I16 � 6 3x6= ioo 6x6= 1 10 9 5x12 11 3x6 11 3x8 11 5-3-0 15-7-0 17-4-4 17-10 5.3-0 10-4-0 1-9-4 -6- Plate Offsets(X,Y)-- r5:0-10-1,0-3-01,[9:0-5-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.59 9-10 >360 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -1.11 9-10 >191 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.20 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.34 9-10 370 360 Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. BOT CHORD 2x6 SP No.2'Except` 1-9:2x8 SP DSS WEBS 2x4 SP No.2*Except* 5-9:2x4 SP 2250F 1.9E SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=841/Mechanical,7=859/Mechanical Max Horz 1=352(LC 11) Max Uplift 1=-267(LC 12),7=-281(LC 12) 411 Max Grav 1=956(LC 18),7=1076(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-602/169,3-4=-553/259 BOT CHORD 1-10.266/452,9-10.266/452,7-8=-278/465 WEBS 3-10=-359/383,8-9=-44/616,8-11=75/638,5-11=-1 28f7O3,5-7-1353/598, 4-11=-493/325 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=oft;Cat. Ii;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-6-8,Extedor(2)15-6-8 to 17-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)The Fabrication Tolerance at joint 5=4 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-10 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 Ib uplift at joint 1 and 281 Ib uplift at joint 7. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qzy Ply, Boeneke Main&Guest House-Ashley Cas T13608054 J180025 B15 Roof Special Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:34 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-wag9VywB8jOQrMLHyS5MCheyzkMV98H6KRNkMjzW mQB 2-5-4 7-2-0 12-0 8 16-4-0 18-1-12 19-8-8 21-7-13 28-5-4 33-8-4 2-5-4 4-8-12 4-10-8 4-3-8 1-9-12 1-6-12 1-11-5 6-9-7 5-3-0 6x12 M18SHS Scale=1:65.5 2x5 11 6 2x4= 5 7 5.00 FIT 3x6 4 19 3x6= 3x5 2x4 11 3 8 4x4 5x8 9 4x4 2 � 10 1 IIT 1 Ll T 0 27 2 ' j 18 17 165x10 MT20HS= 13 12 11 3x4= 3x6 11 6x10= 2x4 II 3x8 11 3x6 II 7x10 II HTU26 HTU26 10x10= 6x10= 2-3-4 2-�-4 7-2-0 12-0-8 16-4-0 18-1-12 28-5-4 33-8-4 2-3-4 0-�-0 4-8-12 4-10-8 4-3-8 1-9-12 10-3-8 5-3-0 Plate Offsets(X,Y)-- [1:0-1-14,0-0-2],[6:0-10-1,0-3-01 [12:0-3-8,0-6-41,[14:0-3-0,0-4-0] [15:0-6-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.30 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.43 14-15 >880 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.16 10 Na n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.10 11-12 1195 360 Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except` TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc puffins. 6-10:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-6-14 14-15:2x6 SP DSS,10-13:2x8 SP DSS Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Right 2x6 SP No.2 3-6-0 REACTIONS. (Ib/size) 10=2121/Mechanical,18=2694/0-4-0 / Max Harz 18=186(LC 7) tf/ Max Uplift 10=-947(LC 8),18=-1410(LC 8) Max Grav 10=2241(LC 32),18=2694(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3837/1946,3-4=-5370/2861,4-5=-4307/2291,5-6=-4096/2244,6-7=-3288/1735, 7-8=-3635/1758,8-10=-3645/1600 BOT CHORD 17-18=-230/261,4-15=-564/972,14-15=-2515/4980,13-14=-1345/406,5-14=-115/300, 11-12=-1399/3270,10-11=-1399/3270 WEBS 4-14=-1409/859,12-14=-1511/3637,6-14=-1841/3257,12-19=-98211323,6-19=-983/1386, 7-19=-467/286,8-11=-350/409,2-18=-2548/1363,3-17=-1478/838,2-17=-1800/3543, 3-15=-815/1548,15-17=-1739/3462 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=3.0psf;h=25ft;B=45ft L=341t;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 947 Ib uplift at joint 10 and 1410 Ib uplift at joint 18. Thomas A.Alban!PE No.39380 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 3-1-8 oc max. MiTek USA,Inc.FL Cert 6634 starting at 12-7-8 from the left end to 15-9-0 to connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10) Fill all nail holes where hanger is in contact with lumber. p 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. March 27,2018 SES section loads a lied to the face of the truss are noted as front F or back(B). ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mll--7473 rev.10/03,1015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web aril/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.,delivery,erection and tracing of trusses and truss systems,seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply ' Soeneke Main&Guest House-Ashley Cas T13608054 J180025 B15 Roof Special Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:34 2018 Page 2 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-wag9VywBBjOQrMLHyS5MCheyzkMV98H6KRNkMjzwmQB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-6=-70,6-10=70,16-20=-20,14-15=-20,12-13=-20,11-12=-30,11-23=-20 Concentrated Loads(lb) Vert:27=-615(B)28=-1064(B) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 111II-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bullding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' Boeneke Main&Guest House-Ashley Cas T13608055 J180025 B16 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:35 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-PnOXilxpvi W HSWwTW9cbluBFrekVuoOFZ57Hu9zWmOA 4-10-8 4-10-8 1 4x4= 2 Scale=1:25.8 11 7-1 Li 5 6 3 4 HTU26 HTU26 44= 2x4 11 4-10-8 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.07 3-4 >824 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=635/Mechanical,3=481/Mech nical Max Horz 4=-226(LC 4) Max Uplift 4=449(LC 4),3=366(LC 5) Max Grav 4=641(LC 26),3=504(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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 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 449 Ib uplift at joint 4 and 366 Ib uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-1od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 2-11-4 to connect truss(es)to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,3-4=-20 Concentrated Loads(lb) Vert:5=-353(B)6=-351(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addnional temporaryand permanent brining MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnw Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type OI Ply Boeneke Main&Guest House-Ashley Cas T13608056 J180025 B18 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:35 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-PnOXilxpv1 W HSWwTWgcbluBFr8jUuoOFZ57Hu9ZW mQA 4-10-8 4-10-8 1 4x4= 2 Scale=1:25.8 11 Fj Li 5 6 3 4 HTU26 HTU26 4x4= 2x4 11 4-10-8 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.07 3-4 >753 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=680/Mechanical,3=510/Mechanical Max Horz 4=-226(LC 4) Max Uplift 4=-476(LC 4),3=-383(LC 5) Max Grav 4=680(LC 1),3=525(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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. If;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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 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 476 Ib uplift at joint 4 and 383 Ib uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 2-11-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,3-4=-20 Concentrated Loads(lb) Vert:5=-390(8)6-388(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING.Verify design parameters and READ NOTES ON THIS AND iNCLUDED M1rEK REFERANCE PAGE Mil-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addpp�tional temporary and permanent bracing I V I!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tama,FL 33610 Job fuss ruse Type (.2ty Boeneke Main 8 Guest House-Ashley Cas 713608057 1180025 B19 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Mar 12 2018 MiTek Industries,Inc.Tue Mar 27 14:50:36 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-eYF5ihOCrFpmfeGSrl8iDW PcSv8HXll_j4TgxZzWjA1 5-1-10 9-11-12 14-3-4 , 16-1-0 ,17-7-12, 19-7-1 , 26-4-8 - 32-2-0 5-1-10 4-1.0-2 4-3-8 1-9.12 1-6.12 1-11-5 6-9-7 5-9-8 6x10= Scale=1:59.4 2x4 11 5 2x4= 4 6 5.00 F12 3x5 18 1.5x4= 3 3x4 2x4 II 7 2 4x4 4x7% 8 1 9 ga T 23 23f Ll 17 16 15 5x8= 12 11 10 6x6 I 6x10= 2x4 II 3x5 II 3x6 II 6x10 11 Special Special 8x8= 7x10= 5-1-10 9-11-12 14-3-4 16-1- 26-4-8 32-2-0 5-1-10 4-10-2 4-3-8 1-9-120 10-3-8 5-9-8 Plate Offsets(X,Y)-- [5:0-3-8,0-1-0],[9:Edge 0-0-01 [11:0-2-8 0-6-41 113:0-3-4,0-3-41,[14:0-5-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.30 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.43 10-11 >901 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.12 10-11 1045 360 Weight:231 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except 5-9:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-6-8 oc bracing. 13-14:2x6 SP DSS,9-12:2x8 SP DSS WEBS T-Brace: 2x4 SP No.2-5-13 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. SLIDER Right 2x6 SP No.2 2-0-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1585/ -6-8,17=2059/Mhanical Max Harz 17=16 LC 8) Max Uplift 9—672(LC 8),17=-991(LC 8) Max Grav 9=1782(LC 32),17=2106(LC 30) Thomas A.Alban[PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev.101=015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW le k• is always required for stability and to prevent collapse will)possible personal Injury and property damage. For general guidance regarding the fabricalion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alezandda,VA 22314. Tampa,FL 33610 Job russ Truss Type ty y Boeneke Main&Guest House-Ashley Cas 713608057• j180025 B19 Root Special Girder 1 t 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Mar 12 2018 MTek Industries,Inc. Tue Mar 27 14:50:36 2018 Page 2 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-eYF5ihQCrFpmfeGSrIBiDW PcSv8HXll_j4TgxZzWjA1 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3468/1654,2-3=-4612/2333,3-4=-3631/1785,4-5=-3519/1800,5-6=-2852/1389,6-7=-2923/1305,7-8=-3038/1255, 8-9=11 289/502,1-17=-2042/994 BOT CHORD 16-17=-247/266,3-14=-549/896,14-23=-2179/4308,23-24=-2179/4308,13-24=-2179/4308,12-13=-1 100179, 10-11=-1075/2731,9-10=-1 075/2731 WEBS 3-13=-1 2981822,11-13=-1141/3040,5-13=-1854/2734,11-18=-702/1120,5-18—705/1156,6-18=-287/91, 2-16=-1201/683,1-16=-1411/3015,2-14=-569/1132,14-16=-162213133 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=321t;eave=oft Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 672 Ib uplift at joint 9 and 991 Ib uplift at joint 17. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)490 Ib down and 403 Ib up at 10-6-12,and 749 Ib down and 583 Ib up at 13-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-5=-70,5-6=-70,7-9=-70,15-17=-20,13-14=-20,11-12=-20,10-11=-30,10-19=-20 Concentrated Loads(lb) Vert:23=-490(F)24=749(F) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE M71-7473 rev.1 010 32 0 1 5 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Tpl l Quality Criteria,DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Sulfe 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qi Ply Boeneke Main&Guest House-Ashley Cas T13608058 J180025 B20 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:38 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-pM4gLJziCyusJ_e2BIAINXphrLit5zriF3LyVUzW mQ7 2-5-4 5-10-4 9-10-4 16-0-8 20-4-0 ,22-1-12,23-8-8,25-7-13, 32-5-4 40-3-8 2-5-4 3-5-0 4-0-0 6-2-4 4-3-8 1-9-12 1-6-12 1-11-5 6-9-7 7-10-4 Scale=1:71.5 6x8= 2x4 11 3x4= 6 7 8 5x5 5 21 Special 1.5x4= 5.00 12 5x5= 2x4 I 6x8= g 3 4x4 5x8 10 2 N 1 � m � I -'- 20 19 18 176x12 M18SHS=14 13 12 3x6 11 7x10= 7x10 MT20HS= 3x4 11 3x5 11 3x6 11 5x14 I I 3x5= 4x10= Special 8x8= 2-3-42- -4 5-10-4 9-10-4 16-0-8 20-4-0 2-1-12 32-5-4 38-0-4 40-3-8 2-3-40- -0 3-5-0 4-0-0 4-3-8 1-9-12 10-3-8 5-7.0 2-3-4 Plate Offsets(X Y)-- [1:0-1-6 0-0-21,[4:0-5-4 Edge] [7:0-2-4,0-1-4],[11:0-0-10,0-2-01,[11:0-7-4,Edge],[13:0-3-8,0-6-4],[15:0-2-4,0-4-01,118:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.26 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.45 15-16 >997 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WE, 0.88 Horz(CT) 0.14 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.10 12-13 1203 360 Weight:270 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. 4-7:2x4 SP 225OF 1,9E,7-11:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. BOT CHORD 2x4 SP No.2"Except' WEBS T-Brace: 2x4 SP No.2-5-15 1-17:2x4 SP 2250F 1.9E,15-16:2x6 SP No.2,11-14:2x8 SP DSS Fasten(2X) T and I braces to narrow edge of web with 1 O WEBS 2x4 SP No.2*Except* (0.131"x3")nails,bin o.c.,Wth 3in minimum end distance. 16-18:2x4 SP 225OF 1.9E Brace must cover 90%of web length. OTHERS 2x4 SP No.2 SLIDER Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 20=28 -4-0,11=1409/0- Max Horz 20 (LC Max Uplift 20L1'564( ),11=-433(LC 8) Max Grav 20 ),11=1636(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3906/2003,3-4=-3668/1912,4-5=-4404/1623,5-6=-3030/1032,6-7=-2926/1061, 7-8=-2410/828,8-9=-2468/774,9-11=-2603/727 BOT CHORD 18-19=-2306/5171,17-18=-124/334,5-16=-541/1212,15-16=-1 531/4099,14-15=-916/8, 12-13=-596/2311,11-12=-596/2311 WEBS 3-19=-363/951,4-19=-2101/773,4-18=-766/428,5-15=-1723/878,13-15=-558/2481, 7-15=-1037/2018,13-21=-474/561,7-21=-478/585,4-16=-1270/822,16-18=-2241/4957, 2-19=-1916/3650,2-20=-2722/1484 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=40fh eave=5ft Cat. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1564 Ib uplift at joint 20 and 433 Ib uplift Thomas A.Albani PE No.39380 at joint 11. MiTek USA,Inc.FL Cert 6634 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)485 Ib down and 470 Ib up at 6904 Parke East Blvd.Tampa FL 33610 5-10-4 on top chord,and 977 Ib down and 768 Ib up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. March 27,2018 HOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mnrEK REFERANCE PAGE 111I1-7473 rev.101032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent braving MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Boeneke Main&Guest House-Ashley Cas T13608058 J180025 B20 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:39 2018 Page 2 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-HYd2Yf_KzGOjx8 DEI?hXvkMsb126gQ5rUj5V1 xZW mQ6 NOTES- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-4=-70,4-7=-70,7-8=-70,9-27=-70,17-22=-20,15-16=-20,13-14=-20,12-13=-30,11-12=-20 Concentrated Loads(lb) Vert:3=-388(F)19=-953(F) r ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312016 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inslihtte,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type Ty Fly Boeneke Main&Guest House-Ashley Cas 713608059 j180025 B21 Root Special 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Mar 12 2018 MiTek Industries,Inc. Tue Mar 27 14:50:03 2018 Pagel ID:PUyeV3?Y7p?o_sTelMZeglzaewD-6CIdmP1 W c6fSCZE6PJ2zNZXvxcrZl Lt77S_QHzzWjAY 7-10-4 11-10-4 16-0-8 20-4-0 ,22-1-12,23-&8,25-7-13, 32-5-4 40-3-8 7-10-4 4-0-0 4-2--4 4-3-8 1-9-12 1-6-12 1-11-5 6.9-7 7-10-4 Scale=1:68.4 8x8 2x4 II 7 3x4= 6 8 5x5 31 32 5 21 5x5= 5x8= 2x5= 5.00 12 2x4 I 3 9 33 4x4 3x8 30 10 2 n 1 lid 1 �Im 0 113x8— x = jo 20 19 18 17 14 13 12 11 3x5= 3x6 11 6x8= 6x6= 2x4 11 3x5 11 3x6 11 5x14 11 8x8= 4x10= 2-3-47-10-4 11-10-4 16-0-8 20-4-0 22-1-12 32-5-4 38-0-4 40-3-8 2-3-4 5-7-0 4-0-0 4-2-4 4.3.8 1-9-12 10-3-8 5-7-0 Plate Offsets(X,Y)-- [1:0-1-6,0-0-21,[4:0-5-4,0-3-41,[7:0-1-7,Edgel,[11:0-0-10,0-2-01,[11:0-7-4,Edgel,[13:0-3-8,0-6-41,[15:0-3-12,0-3-01,[16:0-5-12,0-5-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.29 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.57 12-13 >790 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Attic -0.13 12-13 928 360 Weight:267 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-7:2x4 SP 225OF 1.9E,7-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2`Except* MiTek recommends that Stabilizers and required cross bracing 11-14:2x8 SP DSS be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. SLIDER Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 20=1851/0-4-0,11=1696/0-4-0� Max Horz 20=200(LC 11) Max Uplift 20=763(LC 12),11=-550(LC 12) Max Grav 20=1851(LC 1),11=1881(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-30=-2538/1034,3-30=-2467/1050,13-4=-2335/1041,4-5=-4058/1631,5-31=-2953/1190, 6-31=-2893/1197,6-7=-2786/1204,7-8=-2268/930,8-32=-2637/1073,9-32=-2762/1065, 9-33=-2690/890,10-33=-2762/876,10-11=-1365/539 BOT CHORD 19-20=-178/277,18-19=-1341/3548,5-16=-402/1091,15-16=-1364/3847,14-15=-1307/311, 12-13=-740/2472,11-12=-740/2472 WEBS 3-19=-1 77/678,4-19=-1501/593,4-18=-914/395,16-18=-1351/3573,4-16=0/281, 5-15=-1496/684,13-15=-719/2658,7-15=-470/1355,13-21=-115/842,7-21=-99/894, 8-21=-408/184,9-12=-468/418,2-20=-1728/939,2-19=-980/2266 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=40ft;eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 7-10-4,Exterior(2)7-10-4 to 26-2-2,Interior(1)26-2-2 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 763 Ib uplift at joint 20 and 550 ib uplift at joint 11. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE- Design SEDesign valid for use only with MITek®connectors.This design Is based only upon parameters shown,andIsfor an individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Addifional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse wfih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qi9 Ply ` Boeneke Main&Guest House-Ashley Cas T13608060 J180025 B22 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:41 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-Dwl ozL?aVtGRBRNdsQj??9R6pZjBIJ NBx1 ac6pzW mQ4 2-5-4 6-2-10 9-10-4 13-10-4 16-0-8 20-4-0 22-1-1223-8-8 25-7-13 32-5-4 40-3-8 2-5-4 3-9-6 3-7-10 4-0-0 2-2-4 4-3-8 1-9-12'1-6-12 1-11-5 6-9-7 7-10-4 Scale=1:70.2 BxB 2x4 7 8 3x4= 9 5x5 36 ® 37 5x8= 5x5= 6 23 5.00 12 4 2x5= 2x4 II 3x4� 34 35 10 33 3 38 4x4 3x8% 3211 � 2 v 1 1 r§ I 0 5x10 MT20HS— 12 jo 22 21 20 19 16 15 14 13 3x5_ 3x6 II 5x5= 3x4= 5x12= 2x4 II 3x5 II 3x6 II 5x14 II 8x8= 4x10= 6x10= 2-3-42- -4 6-2-10 9-10-4 13-10-4 16-0-8 20-4-0 22-1-12 32-5-4 310-4 40-3-8 2-3-40- -0 3-9-6 3-7-10 4-0-0 2-2.4 4-3-8 1.9-12 10-3-8 5-7-0 2-3-4 Plate Offsets(X,Y)-- [1:0-1-6,0-0-2],[4:0-5-12,0-2-8],[8:0-1-7,Edge],[12:0-0-10,0-2-0],[12:0-7-4,Edge],[14:0-3-8,0-6-4],[16:0-3-12,0-3-0],[17:0-7-4,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.29 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.56 13-14 >793 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.13 13-14 928 360 Weight:273 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 5-8:2x4 SP 2250F 1.9E,B-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 12-15:2x8 SP DSS WEBS 2x4 SP No.2 SLIDER Right 2x6 SP No.2 2-0-0 REACTIONS, (Ib/size) 22=1851/0-4-0,12=1696/0-4-0 Max Horz 22=200(LC 11) Max Uplift 22=-763(LC 12),12=550(LC 12) Max Grav 22=1851(LC 1),12=1884(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2281/953,3-4=-2566/1131,4-5=-3094/1355,5-6=-4068/1697,6-7=-2951/1218, 7-8=-2790/1227,8-9=-2268/946,9-10=-2762/1088,10-12=-2762/905 BOT CHORD 20-21=-86412192,19-20=-930/2438I 6-17=-482/1195,16-17=-1415/3877, 15-16=-1306/309,13-14=-754/2472,12-13=-754/2472 WEBS 4-19=-431/1132,5-19=-2519/983,17-19=-1345/3592,5-17=-288/1008,6-16=-1537/723, 14-16=-731/2657,8-16=-497/1361,14-23=-1 14/843,8-23=-97/895,9-23=-407/183, 10-13=-469/418,2-22=-1726/895,3-20=-130/384,3-21=-544/315,2-21=-1004/2186 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=25fh B=45ft;L=40ft;eave=5ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 9-10-4,Exterior(2)9-10-4 to 26-2-2,Interior(1)26-2-2 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 763 Ib uplift at joint 22 and 550 Ib uplift at joint 12. Thomas A.Alban!PE No.39360 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 Q WARNING-Verity design pammeters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design s based orgy upon parameters shown.and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek+ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabr catlon,storage,delivery,erection and bracing of trusses and friss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qin Ply Boeneke Main&Guest House-Ashley Cas T13608061 J180025 B23 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:42 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-h7JBAhOCGBOHobypQ7E EXN_Hfy901 m3HAhJ9eGzW mQ3 i 5-10-10 5-10-10 39--21.-184 43--01--08 9-5-0 423 24--91-13 6 _ 7-6-1122 6-3-8 4-9-3 51-1.4 2-9- Scale=1:71.1 5x5= 5 5x8= 25 3x4 6x6= 24 5.00 F12 6 3 3x6 3x6 a 22 2 7 6x12 Mi8SHS 21 5x8 M18SHS u 1 26 N 8 0 16 15 14 13 12 11 � 6x12 Mi8SHS= 3x4= 7x10 MT20HS= 5x5= 9 71 N 6x12 M18SHS= Ty 0 3x8= 0 10 173x5= 3x5 II 5.00 12 6x6 5-10-10 9-1-8 13-1-8 19-5-0 ,21-0.7 24-2-3 28-11-6 34-9-0 3y3,837-612 5-10-10 3-2-14 4-0-0 6_3Ti 1-7-7 3-i-12 4-9-3 5-9-111 -6- 2-31 Plate Offsets(X Y)-- [1:Edge 0-2-8] [3:0-5-4,0-2-41,[8:0-2-8,0-2-81,[10:0-3-0,0-2-91,[15:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.59 13-14 >708 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -1.15 13-14 >362 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.86 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-4-13 13-16,11-13:2x4 SP 225OF 1.9E Fasten(2X) T and I braces to narrow edge of web with 1O WEBS 2x4 SP No.2*Except* (0.131"x3")nails,61n o.c.,with Sin minimum end distance. 1-16,8-11:2x4 SP 225OF 1.9E Brace must cover 90%of web length. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 17=1547/Mechanical,10=1 1/0-4-0 Max Horz 17=243(LC 10) Max Uplift 17=-592(LC 12),10.696(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=1558/755,1-2=6615/2905,2-3=-4347/1961,3-4=-4859/2192,4-5=-2865/1285, 5-6=-2851/1302,6-7=-3889/1642,7-8=-6475/2465 BOT CHORD 16-17=-125/431,15-16=-2525/5868,14-15=-1626/4035,13-14=-1967/4886, 12-13=1291/3558,11-12=-2102/5730,10-11=-285/372 WEBS 1-16=-2529/5902,2-16=-498/1328,2-15=-2024/989,3-15=-376/858,3-14=-434/990, 4-14=-481/295,7-11=-372/1295,8-11=-2463/6253,8-10=-1637/835,5-13=-708/1744, 4-13=-2499/1210,6-13=-1187/538,6-12=-21 V700,7-12=-2252/880 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=451t;L=38fh eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-13,Interior(1)3-10-13 to 9-1-8,Exterior(2) 9-1-8 to 23-2-1,Interior(1)23-2-1 to 37-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 Ib uplift at joint 17 and 696 Ib uplift at joint 10. Thomas A.Albani PE No.39380 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use ody with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/TPI l Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt3 Ply + Boeneke Main&Guest House-Ashley Cas T13608062 J180025 B24 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:44 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-eV RxbN2Tnoe?2v6CXYH ico3eRmolVfead?oGj8zW mQ 1 5-10-10 11-1-B 15-1-8 19-5-0 24-2-3 26-11-6 34-9-0 37-6-12 5-10-10 5-2-14 4-0.0 4-3-8 4.9-3 4-9-3 5-9-10 2-9-12 Scale=1:71.1 5x5= 5 5x8= 5x5= 5.00 12 3 23 24 6x6 6 3x8 21 22 1.5x4 II 2 7 6x12 M18SHS20 5x8 M18SHS 25 O 1 8 15 14 13 12 11 v� _ 6x12 Mi8SHS= 5x5= 6x6= 3x109= N 10 6x12 M18SHS= Iq o O 10 163x5= 3x5 II 5.00 12 6x6 510-10 11-1.8 15-1-8 19-SO 28-11-6 34-9-0 35-3837-6-12 5-10-10 5-2-14 4-0-0 4-3.8 9-6-6 5-9-10 0'-6- 2-3-4 Plate Offsets(X,Y)-- [1:Edge,0-2-8],[3:0-5-12,0-2-8],18:0-2-8,0-2-81,[10:0-3-0,0-2-9],[13:0-2-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.55 12-13 >752 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -1.22 11-12 >342 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.87 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, 1-3,5-9:2x4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. 13-15,11-13:2x4 SP 2250F 1.9E WEBS T-Brace: 2x4 SP No.2-2-14 WEBS 2x4 SP No.2*Except* Fasten(2X) T and I braces to narrow edge of web with IOd 1-15,8-11:2x4 SP 225OF 1.9E (0.131"x3")nails,6in o.c.,with Sin minimum end distance. OTHERS 2x4 SP No.2 ! Brace must cover 90%of web length. REACTIONS. (Ib/size) 16=1547/Mechanical,10=182 y/0-4-0 Max Horz 16=-243(LC 10) 4/ Max Uplift 16=-592(LC 12),10=696(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-15541749,1-2=-6655/2911,2-3=-3758/1698,3-4=-3820/1791,4-5=-2846/1301, 5-6=-2869/1312,6-7=-6417/2580,7-8=-6472/2460 BOT CHORD 15-16=-128/421,14-15=-2534/5904,13-14=-135913454,12-13=-1517/3837, 11-12=-1330/3537,10-11=-274/365 WEBS 1-15=2548/5952,2-15=-501/1361,2-14=-2554/1220,3-14=-277/759,3-13=-248/497, 4-13=-338/193,4-12=-1604/850,5-12=-768/1836,6-12=-1142/581,6-11=-1046/2850, 7-11=-274/230,8-11=-2449/6239,8-10=-1658/844 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=38ft;eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-13,Interior(1)3-10-13 to 11-1-8,Exterior(2) 11-1-8 to 23-2-1,Interior(1)23-2-1 to 37-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 Ib uplift at joint 16 and 696 Ib uplift at joint 10. Thomas A.Albani PE No.39380 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MI1-7473 rev.10/032015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildIs alwiaayysdrequired for stn. abaltyicanddIs to prevent to prevent collapse with iIndividual truss web posssaNe personal Injury andrpro rd members perty damage.nF r genera guidancctional e egarding the ry and permanent bracing MiTek fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply= Boeneke Main&Guest House-Ashley Cas 713608063 J180025 B25 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:45 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-6i?Jpi35Y6msf3hO5Gox9?bgAA8bE6XjsfYpFazW mQ0 5-10-10 13-1-8 17-1-8 4-0-0 19-5-0 24-2-3 284-.11-6 34-9-0 37-6-12 5-10-10 7-2-14 2-3 -39-3 5-9-10 2-9-12 Scale=1:71.1 5x5= 5x5= 5x5= 5 5.00 F12 3 21 6x6 6 20 4x7 1.5x4 II 2 7 'i 6x12 M18SHS� 19 5x8 Mi BSHS 22 1 8 14 13 12 11 T _ 6x12 MiBSHS— 7x10 MT20HS= 3x8= 9 6x12 MiBSHS= Ia o 10 153x5= 3x5 II 5.00 12 6x6 5.10.10 13-1-8 17-1-8 19-5.0 26-11-6 34-9-0 3$-3x837.8-12 5-10-10 7-2-14 4-0-0 2-3-8 9-6-6 5-9-10 -6 2 Plate Offsets(X,Y)-- [1:Edge,0-2-8],[8:0-2-8,0-2-8],[10:0-3-0,0-2-9],[13:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.55 11-12 >749 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -1.23 11-12 >338 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.90 10 Na n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-3,5-9:2x4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. 13-14,11-13:2x4 SP 225OF 1.9E WEBS T-Brace: 2x4 SP No.2-2-13 WEBS 2x4 SP No.2`Except' Fasten(2X) T and I braces to narrow edge of web with 1Od 1-14,8-11:2x4 SP 2250F 1.9E (0.131"x3")nails,6in o.c.,wIth 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. REACTIONS. (Ib/size) 15=1547/Mechanical,10/= 821/0-4-0 Max Horz 15=-243(LC 10) Max Uplift 15.592(LC 12),10=696(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1548/740,1-2=-6746/2847,2-3=-3356/1467,3-4=-3010/1429,4-5=-2795/1322, 5-6=-2862/1294,6-7=-6419/2597,7-8=-6475/2478 BOT CHORD 14-15=-134/400,13-14=-2471/5991,12-13=-113813148,11-12=1 341/3535, 10-11=-274/364 WEBS 1-14=2509/6068,2-14=-480/1405,2-13=-3028/1398,3-13=-293/823,4-13=-286/117, 4-12=-1210/645,5-12=-803/1878,6-12=-1149/586,6-11=-1045/2855,7-11=-274/229, 8-11=-2466/6242,8-10.1659/835 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=38ft;eave=5ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-10-13,Interior(1)3-10-13 to 13-1-8,Exterior(2) 13-1-8 to 23-2-1,Interior(1)23-2-1 to 37-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 Ib uplift at joint 15 and 696 Ib uplift at joint 10. Thomas A.Aibani PE No.39380 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parametersand READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 rev.10/03/2015 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 not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TFUSS Plate Institute,218 N.Lee Street,Sulte 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q'y Ply• Boeneke Main&Guest House-Ashley Cas T13608064 J180025 B26 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:46 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-auZhO23jJPujHCFafzJAiD8?aaWtZYLt5JHNnlzW mQ? 22-9- 8-7-16 143 -4 225 247-0-71 1-8.2 _ 57--95--1102 - 0-9 590 3 4-77 -7-12 -7-7 Scale=1:69.3 5x8= 5x5= 5 6 5.00 FIT 5x8 6x6 4 7 24 25 1.5x4 I I 1.5x4 11 3 8 n C6 5x8 M18SHS i 5x8 M18SHS r 23 26 9 2 15 14 13 12 0 J> 1 6x6= 3xB= N 6x12 M18SHS= 6x12 M18SHS= 10 iy 0 0 16 11 3x5= 6x6% 5.00 F,2 6x6- 3x5= 2-3-4 2-- 2 8-7.6 17-10-4 22-5-4 31-8-2 37-5-12 -0 440-3-8 2-0-4 0-6 5-9-10 9-2-14 4-7-0 9-2-14 5-9-10 0-6 2-3-4 Plate Offsets(X,Y)-- [2:0-2-8,0-2-8],[5:0-5-12,0-2-8],[9:0-2-8,0-2-8],[11:0-3-0,0-2-9],[14:0-3-0,Edge],[16:0-3-0,0-2-9] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.52 12-13 >794 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -1.18 12-13 >351 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.85 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:206 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. 5-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 14-15,12-14:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2*Except* 2-15,9-12:2x4 SP 2250F 1.9E REACTIONS. (Ib/size) 16=1813/0-4-0,11=18,/0-4-0 Max Horz 16=207(LC 10) Max Uplift 16=-793(LC 12),11=-690(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6435/2605,3-4=-6376/2722,4-5=-2883/1354,5-6=-2595/1295,6-7=-2862/1336, 7-8=-6378/2693,8-9=-6436/2576 BOT CHORD 15-16=-380/373,14-15=-1444/3548,13-14=-907/2591,12-13=-1419/3546, 11-12=-273/359 WEBS 2-16=-1651/844,2-15=-2585/6203,3-15=-260/225,4-15=-1046/2876,4-14=-1 159/642, 5-14=-3151790,6-13=-295f776,7-13=-1155/643,7-12=-1026/2808,8-12=-261/226, 9-12=-2557/6204,9-11=-1652/849 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=3.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 17-10-4,Exterior(2)17-10-4 to 22-5-4,Interior(1)28-1-10 to 40-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 16 and 690 Ib uplift at joint 11. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use orgy with MI106 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members ody.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply oeneke Main&Guest House-Ashley Cas 713608065 J180025 B27 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:47 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-2464EO4L4j 1 avMgnDhgPEQhA6zs7i 1 zOJzt wKTzW mQ_ 20-54 2.9-12 B-7-6 14-2-13 19-10.4 20 1 2 26-0-11 31-8-2 37.5-12 40-3-8 2-9-12 59-10 57-7 57-7 0- 57-7 57-7 5-9-10 2-9-12 0-3-8 Scale=1:73.4 5x5= 5 5.00 12 3xq 3x4 4 6 3x8 G 3x8 3 7 7x10 MT20HS 7x10 MT20HS 23 24 8 2 15 14 13 12 11 1 6x12 MiBSHS— 5x8 M18SHS= 3x10= 5x5= 9 6x12 M18SHS= Iv 0 6 16 10 5 3x5 .00 12 6x6 i 6x6-- 3x5= = 20-5-4 � —42 8-7-6 14.2-13 19-10-4 20A,12 26-0-11 31-6-2 37.812 _3¢-0,4 403-B 2-3-4 6 58-10 57-7 57-7 0 57-7 57-7 59-10 d-6-B 2-34 0-3-8 Plate Offsets(X,Y)-- [10:0-3-0,0-2-91,[14:0-3-12,0-3-01,[16:0-3-0,0-2-91 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.48 13 >861 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.95 13-14 >436 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.83 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except' TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. 1-2,8-9;2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-3-14,4-13,6-13,7-12 14-15,11-14:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 O WEBS 2x4 SP No.2"Except' (0.131"x3")nails,bin o.c.,with 3in minimum end distance. 2-15,8-11:2x4 SP 225OF 1.9E Brace must cover 90%of web length. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 16=1813/0-4-0,10=1/3/0-4-0 Max Horz 16=-232(LC 10) Max Uplift 16=-793(LC 12),10=-690(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6452/2435,3-4=-3702/1550,4-5=-2504/1126,5-6=-2505/1132,6-7=-3674/1531, 7-8=-6451/2404 BOT CHORD 15-16=295/314,14-15=-2086/5715,13-14=1207/3351.12-13=-1182/3354, 11-12=2045/5713,10-11=-114/286 WEBS 2-16=-1669/823,2-15=-2352/6053,3-15=-364/1335,3-14=-2465/896,4-14=-1 79f7l 0, 4-13=-1 319/641,6-13=-1 299/636,6-12=-184/685,7-12=-2422/942,7-11=-368/1298, 8-11=-2323/6052,8-10=-1670/829,5-13=-563/1452 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=45it;L=40ft;eave=5ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 20-1-12,Exterior(2)20-1-12 to 26-0-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 tit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 16 and 690 lb uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verily desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indk-ated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnisses and truss systems,seeANSi/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,Ft.33610 Job Truss Truss Type Q"� Ply Boeneke Main&Guest House-Ashley Cas T13608066 J180025 B28 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:49 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-_TEge46bcKH18g_9K5ttJrmW hnYYAxAJnHW 1 NMzWmpy 2-9-12 8-7-6 14-4-9 20-1-12 25-10-15 31-8-2 37-5-12 40-3-8 2-9-12 5-9-10 5-9-3 5-9-3 5-9-3 5-9-3 5.9.10 2-9-12 Scale=1:70.5 5x5= 5 5.00 12 3x4� 24 25 3x4 4 6 3x8 3xB 3 7 7x10 MT20HS G 7x10 MT20HS 23 26 2 8 15 14 13 12 11 0 N 1 6x12 MIS — Sx8 M18SHS= 3x10= 5x5= g yt — 6x12 M18SHS= Iv 0 6 16 10 3x5= 6x6/ 5.00 12 6x6\ 3x5= i 24-0 29 2 8-7-6 14-4.9 20-1-12 25190 3 -2 37-5-1 0 8!0-3-8 2-3-006 59 5-9-3-9-10 5-9-105 3 , 2-3-4 Plate Offsets(X,Y)— [10:0-3-0,0-2-91,[14:0-3-12,0-3-01,[16:0-3-0,0-2-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.49 13 >857 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.96 13-14 >435 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.84 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:205 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. 1-2,8-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-6-13,7-12,4-13,3-14 14-15,11-14:2x4 SP 225OF 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 O WEBS 2x4 SP No.2*Except* (0.131"x3")nails,6in o.c.,with 3in minimum end distance. 8-11,2-15:2x4 SP 225OF 1.9E Brace must cover 90%of web length. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 16=1813/0-4-0,10=18V44-0 Max Horz 16=-233(LC 10) Max Uplift 16=793(LC 12),10=690(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6458/2303,3-4=-3666/1448,4-5=-2487/1077,5-6=-2487/1077,6-7=-3639/1440, 7-8=-6457/2308 BOT CHORD 15-16=-297/314,14-15=-1955/5721.13-14=-1095/3317,12-13=-1095/3319, 11-12=-1957/5719,10-11=-115/288 WEBS 5-13=-552/1491,6-13=-1302/585,6-12=-182/681,7-12=-2460/959,7-11=368/1301, 8-11=-2231/6060,8-10=-1668/812,4-13=-1319/586,4-14=-173/706,3-14=-2505/895, 3-15=-332-/1338,2-15=-2232/6061,2-16=-1668/812 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=40ft;eave=5ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 20-1-12,Exterior(2)20-1-12 to 24-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 16 and 690 Ib uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITekO connectors,This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply J, Boeneke Main&Guest House-Ashley Cas 713608067 J180025 B29 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:50 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-SfoCsQ6E NeP9mgZMupO6s3JhnBsGvPeTOxFavozW mPx 2-0-12 6-1-1 12-1-0 18-1-0 24-1-0 30-0-15 36-2-0 38-2-12 2-0-12 6-1-1 6-0-0 6-0-0 6-0-0 6-0-0 6-1-1 2-0-12 Scale=1:65.0 5x5= 5.00 12 6 3x4 28 27 3x4 5 7 5x5 i 5x5 3x5 4 8 3 3x5 9 a 2 a 1 10 T7 14 29 30 13 31 32 12 6x8 11 3x4= 5x8= 3x4= 6x8 11 0-2 8 9-1-0 16-1-0 27-1-0 35-11-8 36T?-0 0-`P-8 8-10-8 9.0-0 9-0-0 8-10-8 0- -8 Plate Offsets(X,Y)-- [2:0-3-8,Edge],[4:0-2-8,0-3-0],[8:0-2-8,0-3-0],f 0:0-3-8Edge] [13:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.52 13-14 >829 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:188 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. 1-4,8-11:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 8-0-14 oc bracing. BOT CHORD 2x4 SP 225OF 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right2 SP No.2 2-0-0 REACTIONS. (Ib/size) 2=1776/0-5-4,10= 776/0-5-4 Max Harz 2=225(LC 11) Max Uplift 2=-761(LC 12),10=-761(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-2925/1204,4-5=-2714/1148,5-6=-2049/973,6-7=-2049/973,7-8=-2714/1148, 8-10=-2925/1204 BOT CHORD 2-14=-929/2638,13-14=-780/2332,12-13=-820/2330,10-12=-974/2601 WEBS 6-13=-473/1146,7-13=-737/411,7-12=-45/383,5-13=-737/411,5-14=-46/383 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=25fh B=45th L=36ft;eave=5ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-1-7 to 1-6-0,Interior(1)1-6-0 to 18-1-0,Exterior(2)18-1-0 to 21-8-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 761 Ib uplift at joint 2 and 761 Ib uplift at joint 10. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russTruss Type ty y Boeneke Main&Guest House-Ashley Cas 713608068 J180025 B30 GABLE 1 2 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Mar 12 2018 MiTek Industries,Inc.Tue Mar 27 14:51:30 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-3xW W 19447rd68xOq?56NPvemmhewAmPx8UYWrQzW]9B -2-0-12 7-10-1 14-8-10 21-5-6 28-3-15 36-2-0 138-2-12 2-0-12 7-10-1 6-10-9 6-8-13 6-10-9 Scale=1:68.8 TOP CHORD MUST BE BRACED BY END JACKS, 5x5= ROOF DIAPHRAGM, OR PROPERLY C NNECTED PURLINS AS SPECIFIED. l. Special A 5x8= NAILED NAILED Special NAILED ILE 5x8 NAILED 5x5= 5.00 12 4 AILED 5 AILE AILE 6 AILE 7 44 45 46 47 48 49 1 52 53 54 3x4� 3x4 3 8 0 co v 2 g a 1 10119 14 55 56 57 13 58 59 60 12 61 62 63 64 11 O 2x4 II NAILED NAILED 8x8= NAILED NAILED 8x8- NAILED 4x4- 6x6= 6x6= - - Special NAILED NAILED NAILED NAILED NAILED Special 0-2-8 7-10-1 14-8-1021-5-6 28-3-15 35-11-8 36 -0 0-9-8-7-7-9 6-10.9 6-8-13 6-10-9 7-7-9 ----0-2-8 Plate Offsets(X,Y)- [2:0-1-12,0-3-3],[2:0-2-15,0-1-4],[4:0-5-12,0-2-8],[6:0-4-0,0-3-0],[9:0-2-15,0-1-4],[9:0-1-12,0-3-3],[12:0-4-0,0-4-8],[13:0-4-0,0-4-8],[15:0-2-7,0-0-12], [17:0-2-7,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.27 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0,48 12-13 >899 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:515 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E`Except' TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. 15-16,16-17:2x4 SP No.2 Except: BOT CHORD 2x6 SP DSS 2-11-0 oc bracing:4-5 WEBS 2x4 SP No.2 3-7-0 oc bracing:5-6 OTHERS 2x4 SP No.2 4-0-0 oc bracing:6-7 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. WEBS 1 Row at midpt 6-11 JOINTS 1 Brace at Jt(s):5,6 REACTIONS. (Ib/size) 2=3251/0-5- 9=3252/0-5-4 Max Horz 2=- C 6) Max Uplift 2=41 426 8),9=1426 C 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3600/1317,3-4=-6314/2601,4-43=-8501/3568,43-44=-8501/3568,44-45=-8501/3568, 45-46=-8501/3568,5-46-8501/3568,5-47=-8501/3568,47-48=-8501/3568, 48-49=-8501/3568,49-50=-8501/3568,6-50=-8501/3568,6-51=-5786/2454, 51-52=-5786/2454,52-53=-5786/2454,53-54=-5786/2454,7-54=-5786/2454, 7-8=-6296/2592,8-9=-3604/1318 BOT CHORD 2-14=-2217/5734,14-55=-2213/5744,55-56=-2213/5744,56-57=-2213/5744, 13-57=-2213/5744,13-58=-3364/8541,58-59=-3364/8541,59-60=-3364/8541, 60-61=-3364/8541,12-61=-3364/8541,12-62=-3364/8541,62-63=-3364/8541, 63-64=-3364/8541,11-64=-3364/8541,9-11=-2208/5718 WEBS 4-14=0/508,4-13=-1265/3165,5-13=-1016/637,6-i2=0/646,6-11=-3174/1276, 7-11=489/1625 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 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 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 B=45ft;L=36ft eave=5ft Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber Thomas A.Albani PE No.39380 DOL=1.60 plate grip DOL=1.60 MiTek USA,Inc.FL Cert 6634 5)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 6904 Parke East Blvd.Tampa FL 33610 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Date: 6)Provide adequate drainage to prevent water ponding. March 27,2018 7)All plates are 1.5x4 MT20 unless otherwise indicated. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MITek®conneclors.This design Is based ody upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Addflonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI11PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N:Lee Street,Suite 312.Alexandrla.VA 22314. Tampa,FL 33610 Job fuss Truss Type Q772 Bo make Main&Guesl House-Ashley Cas T13608068 J180025 B30 GABLE 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Mar 12 2018 MiTek Industries,Inc.Tue Mar 27 14:51:30 2018 Page 2 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-3xW W 19447rd68xOq?56NPvemmhewAmPxBUYWrQzWj9B NOTES- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'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. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1426 Ib uplift at joint 2 and 1426 Ib uplift at joint 9. 12)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)'NAILED"indicates 3-1 od(0.148"x3")or 3-12d(0.146"x3.25')toe-nails per NDS guidlines. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)265 Ib down and 266 Ib up at 7-10-1,and 265 Ib down and 266 Ib up at 28-3-15 on top chord,and 311 Ib down and 116 Ib up at 7-10-1,and 311 Ib down and 116 Ib up at 28-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-7=-70,7-10=70,31-37=-20 Concentrated Loads(lb) Vert:4=-237(F)7=-237(F)14=-268(F)11=-268(F)43=-1 39(F)45=-139(F)46=-139(F)47=-139(F)48=-139(F)49=-139(F)50=-139(F)51=-139(F)52=-1 39(F) 54=-1 39(F)55=-55(F)56=-55(F)57=-55(F)58=-55(F)59=-55(F)60=-55(F)61=55(F)62=55(F)63=-55(F)64=-55(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.101032015 BEFORE USE � Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members oNy.Additional temporary and permanent braciW Mffek` Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608069 J180025 C01 Jack-Closed 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:54 2018 Page 1 I D:P UyeV3?Y7p?o_sTel MZeglzaewD-LRi ji nAkRtvaE Rt77fS20vTQjoHLrJz2wYDo2ZzW mPt 2-5-4 8-2-10 14-3-9_ 2-5-4 5-9-6 6-0-14 Scale=1:36.0 4 5 3x4 5.00 FIT 14 3x4 3 3x4 i 13 2 171 L1 8 7 9 6 3x4= 1.5x4 11 4x4= 5x5= 2-3-4 2 4 8-2-10 14-3-9 2-3-4 0- 04 5.9-6 6-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 7 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:77 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=764/0-4-0,7=512/Mecha ical Max Horz 9=350(LC 11) Max Uplift 9=-366(LC 12),7=-207(L 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-308/125,2-3=-593/219 BOT CHORD 1-9=-61/291,8-9=-356/332,7-8=-403/586 WEBS 2-9=-665/538,2-8=-352/550,3-7=-537/337 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 D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 366 Ib uplift at joint 9 and 207 Ib uplift at joint 7. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII4473 rev.10/032015 BEFORE USE. wt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivkival Truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrrss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type =y Ply ' Boeneke Main&Guest House-Ashley Cas T13608070 J180025 C01A JACK-CLOSED GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:54 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-LR1 ji nAkRtvaERt77fS2OvTPzoD?rF52wYDo2ZzW mPt 2-5-4 8-2-10 14-3-9 2-5-4 5-9-6 6-0-15 Scale=1:36.0 4 5 3x4 5.00 FIT 5x5 3 5x5 2 1ri 6 7 3x4= 9 6 2x4 11 8x8= 4x10= 2-3-4 2 5 4 8-2-10 14-3-9 2-3-4 0- -0 5-9-6 6-0-15 Plate Offsets(X,Y)-- [8:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.17 7-8 >822 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017TrPI2014 Matrix-MSH Weight:88 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=3140/0-4-0,7=2139/Mecha�tca Max Harz 9=347(LC 5) [ Max Grav 9=3566(LC 2),7=2481(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2556/0 BOT CHORD 8-9=-353/154,7-8=0/2330 WEBS 2-9=-1667/0,2-8=0/2416,3-8=0/1867,3-7=-2618/0 NOTES- 1)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 D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-5=-30,1-6=-300(1`=-280) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-30,1-6=360(F=-340) Thomas A. Inc.Flbani C rt 663480 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-30,4-5=-30,1-6=195(F=-155) Date: March 27,2018 ©WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 114II-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based orgy upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type O!y Ply' Boeneke Main&Guest House-Ashley Cas T13608070 J180025 COLA JACK-CLOSED GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:54 2018 Page 2 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-LR1 jinAkRtvaERt77fS20vTPzoD?rF52wYDo2ZzW mPt LOAD CASE(S) 4)Dead+0.6 MWFRS Wind(Pos.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=26,4-5=17,1-9=-1 27(F=-1 55),6-9==161(F=-155) Horz:1-4=-34,4-5=-25,4-7=30,1-11=34 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=26,4-5=17,1-6=-161(F=-155) Horz:1-4=-34,4-5=-25,4-7=-25 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-35,4-5=-26,1-9=-141(F=-155),6-9=-175(F=-155) Horz:1-4=5,4-5=-4,4-7=12,1-11=-34 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-14,4-5=-5,1-6=-175(F=-155) Horz:1-4=-16,4-5=-25,4-7=-43 8) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=40,4-5=31,1-9=-127(F=-155),6-9=-161(F=-155) Horz:1-4=-49,4-5=-40,4-7=39,1-11-34 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=23,4-5=14,1-6=-161(F=-155) Horz:1-4=-31,4-5=-22,4-7=39 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-31,4-5=-22,1-9=-141(F=-1 55),6-9=-175(F=-155) Horz:1-4=1,4-5=-8,4-7=21,1-11=-34 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-31,4-5=-22,1-6=-175(F=-155) Horz:1-4=1,4-5=-8,4-7=21 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=-30,4-5=-30,1-6=-175(F=-155) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-64,4-5=-27,1-9=-335(F=-340),6-9=-360(F=-340) Horz:1-4=4,4-5=-3,4-7=9,1-11=-25 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-48,4-5=-11,1-6=-360(F=-340) Horz:1-4=-12,4-5=-19,4-7=-32 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-61,4-5=-24,1-9=-335(F=-340),6-9=-360(F=-340) Horz:1-4=1,4-5=-6,4-7=15,1-11=-25 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-61,4-5=-24,1-6=360(F=-340) Horz:1-4=1,4-5=-6,4-7=15 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 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,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a' Ply` Boeneke Main&Guest House-Ashley Cas T13608071 J180025 CO2 Jack-Closed 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:55 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-pdb5v7AMCA1 RsbSJ hMzHZ6obvCdRamiC9CzLb?zW mPs 2-9-12 3-3-G 6-4-2 14-3-9 2-9-12 d-5-1b 5-0-13 5-11-6 Scale=1:38.1 4 5 3x4 5.00 FIT 14 3x4 3 m vi 3x4 2 13 i T Ia 8 7 9 2x4= 4x4= 3x5= 3x4= 3x4= 3-3-6 23-4 2-9-12 8-4-2 14-3-9 2-3-4 -6.6 5413 i 5-11-6 45-10 Plate Offsets(X,Y)-- (9:0-5-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 7 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:76 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=497/Mechanical,9=779/0-4,0 Max Horz 9=344(LC 9) Max Uplift 7=-199(LC 12),9=-381(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-391/204,2-3=-584/199 BOT CHORD 1-9=-133/377,8-9=-384/375,7-8=-391/579 WEBS 2-9=-697/564,2-8=-411/613,3-7=-526/325 NOTES- 1)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 D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 Ib uplift at joint 7 and 381 Ib uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wlth MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Wale Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,I'L 33610 Job Truss Truss Type Ot7 Ply t Boeneke Main&Guest House-Ashley Cas T13608072 J180025 CO3 Jack-Closed 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:56 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-Hp9T6TB_yU91 UIOV E4VW5KZnYcvgJGMLOsiv7SzW mPr 2-9-12 5-3-6 9-7-11 14-3-9 2-9-12 2-5-10 4-4-6 4-7-14 Scale=1:35.7 5 6 3x4 5.00 12 5x5%15 4 co rn 1.5x4 II 3 3x4 i 2 14 1 9 8 o 5x12= 5x5= I 10 3x4= 5x5= 5.00 12 2-3-49-12 5-3-6 14-3-9 2-3-4 9-8 2.5-10 9-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 8-9 >700 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.39 8-9 >345 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:73 ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=487/Mechanical,1 789/0-4-0 Max Horz 10=324(LC 9) Max Uplift 8=-199(LC 9),10=- 89(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-406/279,2-3=-770/211,3-4=-806/285 BOT CHORD 1-10=-217/402,9-10=-484/445,8-9=-418/518 WEBS 2-10=-623/366,2-9=-430/939,4-9=-247/533,4-8=-479/401 NOTES- 1)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. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 Ib uplift at joint 8 and 389 Ib uplift at joint 10. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design is based ody upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of pusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Cy Ply t Boeneke Main&Guest House-Ashley Cas 713608073 J180025 C04 Jack-Closed 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:57 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-I?jrKpCdjoH95vbion0leX5yq?Ff2jdUdW SSfuzW mPq 2-9-12 5-7-6 9-9-11 14-3-9 2-9-12 2-9-10 4-2-6 4-5-14 Scale=1:35.7 5 6 3x4 5x5 5.00 FIT 4 15 iso 1.5x4 11 3 4x4 2 14 9 8 1 cL ;T 5x12= 5x5= Y� 10 3x4= 5x5= 5.00 12 2-3-4 9-12 5-7-6 14-3-9 2-3-4 -6- 2-9-10 B-8-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.17 8-9 >800 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.34 8-9 >391 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 B n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MSH Weight:73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 8=487/Mechanical 10=789/0-4-0 Max Horz 10=320(LC 9) Max Uplift 8=-199(LC 9),10=-388(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-394/256,2-3=-847/235,3-4=-875/325 BOT CHORD 1-10=-194/386,9-10=-501/452,8-9=-418/520 WEBS 2-10=-615/372,2-9=-491/1035,4-9=-272/603,4-8=-487/405 NOTES- 1)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 D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 Ib uplift at joint 8 and 388 Ib uplift at joint 10. Thomas A.Albani PE No.39360 fdiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute,218 N.Lee Street,suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply` Boeneke Main&Guest House-Ashley Cas T13608074 J180025 C05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:58 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-DCH EX9DFU5POj2AuM UX_Ble8OPY4n8CerAB?BKzW mPp 2-7-14 11011-9-6 1?-2-13 2-7-14 4-6 12 4-6-12 -5- 3x4 Scale=1:36.3 4 5.00 Fi2 9 5x5 3 N C6 N 1.5x4 II 2 8 4x4 cc 1 cJ rn 6 6x8= 5x5= 10 7 5.00 F,2 2x4 11 0 278 2-7-14 12-2-13 012-8 2-5-6 9-6-15 Plate Offsets(X,Y)-- [4:0-2-0,0-0-131,[6:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.27 5-6 >525 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.56 5-6 >258 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc puriins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 6-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 7=537/0-4-0,5=537/ echanical Max Horz 7=331(LC 9) Max Uplift 7=-189(LC 12),5=-222(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-553/280,1-2=-1085/472,2-3=-1126/589 BOT CHORD 6-7=-539/435,5-6=-504/621 WEBS 1-6=-369/939,3-6=-459/762,3-5=-587/483 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. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-1-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 Ib uplift at joint 7 and 222 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design paremeters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. .Tampa,FL 33610 Job Truss Truss Type Qty Ply' Boeneke Main&Guest House-Ashley Cas T13608075 J180025 DOI GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:08:59 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-iOrcIVDtFPXtLC14wC2DjyBB U pt7W d Pn4gxZkmzW mPo 11-4-0 22-8-0 11-4-0 11-4-0 4x4= Scale=1:41.8 4 5.00 F12 3x4 3x4 30 31 5 3 3x8 29 32 3x8 2 6 1 N Hi Poll Io 6x8 II 33 2x4 II 2x4 I 2x4 II 34 6x8 II 2x4 11 2x4 11 2x4 11 2x4 i 2x4 11 12 11 10 9 8 2x4 11 8x8= 2x4 11 7-8-1 11-4-0 15-0-0 22-8-0 7-8-1 3-7-15 3-8-0 7-8-0 Plate Offsets(X,Y)-- 110:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.00 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.00 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight:164 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-9-10,Right 2x6 SP No.2 1-9-10 REACTIONS. All bearings 7-3-15. (lb)- Max Horz 12=-1 15(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)except 1/1=446(!_C 1),9=-444(LC 1),10=-365(LC 12), 12=-1013(LC 12),8=-823(LC 9) Max Grav All reactions 250 Ib or less at joint(s)except 11=446(LC 12),9=363(LC 9),10=661(LC 1),12=1310(LC 21),12=1136(LC 1),8=1307(LC 22),8=1134(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-745/65513-4=-526/54014-5=-526/540,5-7=-744/655 BOT CHORD 1-12=-505/894,11-12=-505/871,10-11=-505/871,9-10—505/893,8-9=-505/893, 7-8=-505/893 WEBS 4-10=-454/45113-12=-688/595,5-8=-687/594 NOTES- 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. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 11-4-0,Corner(3)11-4-0 to 14-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 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 between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 Ib uplift at joint 11,444 Ib uplift at joint 9,365 Ib uplift at joint 10,1013 Ib uplift at joint 12 and 823 Ib uplift at joint B. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an indiNdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall n� ■■i building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty' Ply r Boeneke Main&Guest House-Ashley Cas T13608076 J180025 D02 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:00 2018 Page 1 I D:PUyeV3?Y7p?o_sTel MZeglzaewD-AaP_yrEVOjfkyMKHTvZSGAjQED LZF4AxJ Ug6GDzW mPn 5-9-12 11-4-0 16-10-4 22-8-0 5-9-12 5-6-4 5-6-4 5-9-12 Scale=1:38.5 4x4= 3 5.00 F12 12 13 3x4 3x4 2 4 11 14 5x5 5x5 1 5 1� 10 8 6 3x4 II 4x4 9 5x8= 7 4x4= 3x4 I = 5-10-2 11-4-0 16-9-14 22-8-0 5-10-2 5-5-14 5-5-14 5-10-2 Plate Offsets(X,Y)-- [8:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:125 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=1007/0-5-11,9=1007/0-5-11 Max Harz 9=-1 58(LC 10) Max Uplift 7=-464(LC 9),9=-626(LC 12) Max Grav 7=1010(LC 22),9=1010(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-515/448,4-5=-515/448 BOT CHORD 8-9=-355/591,7-8=-333/505 WEBS 3-8=-323/327,4-8=-264/407,4-7=-806/564,2-8=-264/407,2-9=-806/564,1-9=-4321690, 5-7=-432/690 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 D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-4-0,Extedor(2) 11-4-0 to 14-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 Ib uplift at joint 7 and 626 Ib uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1 010 32 0 1 5 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability,and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Boeneke Main&Guest House-Ashley Cas T13608077 J180025 D03 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:01 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-enzMABF7nOnbaWvT l d4hoNGYnde4_W G4XBQgofzW mPm 3-6-2 11-0-0 18-5.14 22-0-0 3-6-2 7-5-14 7-5-14 3-6-2 5x5= Scale=1:37.6 3 5.00 F12 12 13 3x4 3x4 ii 2 4 14 3x4 3x4 1 5 N N 10 8 6 9 7 3x4= 1.5x4 11 3x4— 5x8= 1.5x4 I I 3-6-2 11-0-0 18-5-14 22-0-0 3-6-2 7-5-14 7-5-14 3-6-2 Plate Offsets(X,Y)-- 18:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=977/0-5-11,9=977/0-5-11 Max Horz 9=-163(LC 10) Max Uplift 7=-361(LC 12),9=-500(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-544/230,3-4=-544/230 BOT CHORD 8-9=-176/280 WEBS 4-8=-237/476,4-7=-838/542,2-8=-236/476,2-9=-838/542 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=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2) 11-0-0 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 361 Ib uplift at joint 7 and 500 Ib uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.10/03/2015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandfla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q y Ply Soeneke Main&Guest House-Ashley Cas T13608078 J180025 D04 Common Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:03 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-a947asHOJe2Jpg3r927guoLuXQH HSE4N?SvmtYzW mPk 4-10-8 9-5-8 14-0-8 18-11-0 4-10-8 4-7-0 4-7-0 4-10-8 5x5 11 Scale=1:38.3 3 5.00 F,2 3x4% 3x4 2 4 5x8 M18SHS 5x8 M18SHS 1 5 ro 6 N 11 12 9 13 14 8 15 16 7 8x8=17 18 104x7 II HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 19 6 8x8= 8x8= HTU26 HTU264x7 II HTU26 HTU26 4-10-89-5-8 14-0-8 18-11-0 i 4.10-8 4-7-0 4-7-0 4-10-8 Plate Offsets(X,Y)-- [7:0-2-0,0-4-12),[8:0-4-0,0-4-12],[9:0-2-0,0-4-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.15 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 8-9 >903 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:254 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 / / BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing. REACTIONS. (Ib/size) 10=822`0/0-9-11,6=8269/0-9-� Max Horz 10-- C 6) Max Uplift 10 -3585 C 8),642LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-9192/4015,2-3=-8063/3590,3-4=-8063/3590,4-5=-9490/4177,1-10=-6659/2912, 5-6=-6881/3033 BOT CHORD 9-10=291/423,8-9=-3583/8418,7-8=-3732/8693,6-7=-166/354 WEBS 3-8=-2571/5813,4-8=-1730/817,4-7=-784/1403,2-8=-1376/625,2-9=-600/1064, 1-9=-3681/8579,5-7=-3850/8887 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 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 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 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;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 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 between the bottom chord and any other members. 8)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3585 Ib uplift at joint 10 and 3517 Ib uplift at joint 6. 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 5-0-0 oc max. Thomas A.Albani PE No,39380 starting at 1-8-4 from the left end to 15-1-12 to connect truss(es)to back face of bottom chord. MiTek USA,Inc.FL Cert 6634 11)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 4-8-12 oc max. 6904 Parke East Blvd.Tampa FL 33610 starting at 2-8-4 from the left end to 18-1-12 to connect truss(es)to back face of bottom chord. P 12) Fill all nail holes where hanger is in contact with lumber. Date: March 27,2018 ndard ® WARNING-Verlfy des19n parameters and READ NOTES ON THIS AND INCL UOEO MITEK REFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n`/n� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing i Vl iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q:y Ply'' Boeneke Main&Guest House-Ashley Cas T13608078 J180025 D04 Common Girder 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:03 2018 Page 2 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-a947asHOJe2Jpg3r9279uoLuXQHHSE4N?SvmtYzW mPk LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,6-10=-20 Concentrated Loads(lb) Vert:8=-774(6)9=-774(B)11=-2062(B)12=-774(8)13=-2026(B)14=-2026(B)15=-774(B)16=-2026(B)17=-2026(B)18=-774(6)19=-778(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. � Design valid for use only with MilekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall I� building design. Bracing Indicated is to prevent buckling of Individual truss web arrd/or chord members only.Additional temporary and permanent bracing M!Tek, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type at; Ply Boeneke Main&Guest House-Ashley Cas T13608079 J180025 J01 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 122018 MiTek Industries,Inc. Tue Mar 27 10:09:23 2018 Pagel I D:PUyeV3?Y7p?o_sTelMZeglzaewD-?Olhni W wcnZTDuahKEUriOARYU7n8W SJ bZlgaNzW mPQ 3-9-8 3-9-8 Scale=1:16.8 2 6 5.00 12 3x4 II 3x4 1 Ll 5 7 4 HTU26 4x7= 2x4 II HTU26 3 0-2- 3-9-8 0-2 3-7-0 Plate Offsets(X Y)-- J2:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.05 4-5 >839 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. REACTIONS. (Ib/size) 5=991/0-4-0,2=121/96chanical,4=2042/Mechanical Max Horz 5=107(LC 8) b/ Max Uplift 5=-350(LC 8),2=1 6(LC 8),4=-777(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 Ib uplift at joint 5,106 Ib uplift at joint 2 and 777 Ib uplift at joint 4. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-10-8 oc max. starting at 1-6-4 from the left end to 3-4-12 to connect truss(es)to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-70,3-5=-20 Concentrated Loads(lb) Vert:4=-1420(B)7=-1414(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall /� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnrss Plate Institute,218 N.Lee Street.Suite 312;Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 0. Ply Boeneke Main&Guest House-Ashley Cas T13608080 J180025 J02 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:23 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-?OlhniW wcnZTDuahKEU riOAQXU BhBVfJbZlgaNzW mPQ 5-0-12 5-0-12 Scale=1:15.6 3 5.00 12 1.5x4 11 9 2 co � N O N 1 4 2x4= 5 1.5x4 11 2-3-4 5- 5-0-12 2-3-4 2- 2-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 / REACTIONS. (Ib/size) 3=33/Mechanical,4=-22/Mechanical,5=439/0-4,0 Max Horz 5=102(LC 12) / Max Uplift 3=-36(LC 9),4=-22(LC 1),5=247(LC 12) Max Grav 3=45(LC 17),4=26(LC 12),5=439(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-282/385 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. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3,22 Ib uplift at joint 4 and 247 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual(wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and tnlss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type Q'ry Ply Boeneke Main&Guest House-Ashley Cas T13608081 J180025 J03 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:24 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-TCr3?2XZM5hKr29uty?4E DjaOuV W tyPTgDUN6gzW mPP 3-0-12 3-0-12 Scale=1:10.9 3 2x5 I 5.00 F12 2 n N 1 4 2x4= 5 3x6 11 2-7-43-0-12 2-7-4 0-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 3=-209/Mechanical,4=-241/Mechanical,5=720/0-4-0• Max Horz 5=61(LC 12) Max Uplift 3=-209(LC 1),4=-241(LC 1),5=-465(LC 12) Max Grav 3=124(LC 12),4=155(LC 12),5=720(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-371/563 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=4ft Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint 3,241 Ib uplift at joint 4 and 465 Ib uplift at joint 5. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.1010312016 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable.from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Boeneke Main&Guest House-Ashley Cas T13608082 J180025 J04 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:25 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-xOPRCOYB7OpBSCk4RiW JnRFem ImtcOZc3tExfGzW mPO 3-5-0 8-2-10 3-5-0 4-9-10 2x5 11 Scale=1:17.8 NAILED 3 4 NAILED 12 3.54 F12 NAILED NAILED 3x4% 11 2 1 2x4= 13 14 6 2x4= Special NAILED 6x6= M1.5x4Special NAILED 11 5 3-2-23 5 Q 8-1-1 B-,103-2-2 -2-1 4-8-1 0-1-8 Plate Offsets(X,Y)-- (1:Edge,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.08 6-7 >671 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.09 6-7 >598 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:36 Ib FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. REACTIONS. (Ib/size) 4=48/Mechanical,6=-17/Mechanical,7=103/0-5- Max Horz 7=141(LC 5) Max Uplift 4=-513(LC 28),6=-551(LC 5),7=-703(LC 8) Max Grav 4=384(LC 8),6=762(LC 24),7=726(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-524f742,3-6=-711/499 BOT CHORD 1-7=-688/528,6-7=-688/502 WEBS 2-7=-452/365,2-6=-468/706 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=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 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 513 Ib uplift at joint 4,551 ib uplift at joint 6 and 703 lb uplift at joint 7. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)155 Ib down and 269 1b up at 4-4-0,and 155 Ib down and 269 Ib up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Thomas A.Alban!PE No.39380 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6604 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 114I1--7473 rev.10/03/2015 BEFORE USE. Design valid f9r use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a inns system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Adc iilonal temporary and permanent braving MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informahon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Soeneke Main&Guest House-Ashley Cas T13608082 J180025 J04 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:25 2018 Page 2 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-xOPRCOYB7OpBSCk4Rf WJnRFemlmtcOZc3tExfGzwmPO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-4=-70,5-8=-20 Concentrated Loads(lb) Vert:11=316(F=158,B=158)13=326(F=163,B=163)14=56(F=28,B=28) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeM connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ► Boeneke Main&Guest House-Ashley Cas T13608083 J180025 J05 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:26 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-PbzpPkYpuix24MJG?N 1 YJeoy9iBDLsHm HXzU BizW mPN 3-9-8 r 3-9-8 Scale=1:16.8 3 12 5.00 12 3x4 II 5x5 i 2 1 I I 13 5 HTU28 4 4x10 11 3x6 11 0.2- 3-9-8 0-2 3-7-0 Plate Offsets(X Y)-- [1:0-4-12,0-0-111,[3:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 5-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.02 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=938/0-4-0,3=440/Mechanical,5=112 Mechanical Max Harz 1=77(LC8) Max Uplift 1=434(LC 8),3=-284(LC 8),5=-572(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-207/332 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 D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib uplift at joint 1,284 Ib uplift at joint 3 and 572 Ib uplift at joint 5. 7)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Use Simpson Strong-Tie HTU28(26-1 Od Girder,14-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent at 2-5-4 from the left end to connect truss(es)to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-70,4-6=-20 Concentrated Loads(lb) Vert:13=-2175(F) Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev.10/OMOfS 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of misses and truss systems,seeANSt/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply► Boeneke Main&Guest House-Ashley Cas T13608084 J180025 J06 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:26 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-PbzpPkYpuix24MJG?N 1 YJeopJi7KLrhmHXZU BizW mPN 3-5-0 4-4-13 8-2-10 3-5-0 0-11-13 3-9-12 Scale=1:18.0 NAILED 3 NAILED 11 Io 3.54 F12 NAILED NAILED 3x4% 10 2 o N N N 1 2x5= 12 13 5 4 Special NAILED3x4= Special NAILED 6 1.5x4 II 3-2-2 5 Q 8-2-10 3-2-2 2-1 4-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.10 5-6 >580 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.11 5-6 >520 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:33 lb FT=20% 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 4-10-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 3=93/Mechanical,4=-157/Mechanical,6=103/0-5-1 Max Horz 6=117(LC 8) Max Uplift 3=-99(LC 8),4=-252(LC 17),6=-702(LC 8) Max Grav 3=153(LC 28),4=181(LC 24),6=765(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5611763 BOT CHORD 1-6=-708/567,5-6=-708/449 WEBS 2-5=-461/727,2-6=-500/371 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=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3,252 Ib uplift at joint 4 and 702 Ib uplift at joint 6. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)155 Ib down and 269 Ib up at 4-4-0,and 155 Ib down and 269 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-70,4-7=-20 Date: March 27,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall sot buildliis alwaayys rrequired or stan. bilityyaniddIs to to prevent collapse vvent Nh iIndividual truss web possible personal Injury andrchord members property damage. or general guidance rrAdditional egardir permanent and the bracing MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply f Boeneke Main&Guest House-Ashley Cas T13608084 J180025 J06 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:27 2018 Page 2 I D:P UyeV3?Y7p?o_sTelMZeglzaewD-tnXBd4ZRf03vi W uTZ4YnssL_35TZ41xvW Bj2j9zW mPM LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=316(F=158,B=158)12=326(F=163,B=163)13=55(F=27,B=27) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev-10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type O Ply > Boeneke Main&Guest House-Ashley Cas 713608085 J180025 J07 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:27 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-tnXBd4ZRfO3viW uTZ4YnssL1 m5XZ4KivW Bj2j9zW mPM -2-0-12 7-0-1 2-0-12 7-0-1 Scale=1:21.1 4 5.00 12 a 12 r u 3x47 C) m 3/ 2 1 5 3x8 11 0-2- 7-0-1 0-2- 6-9-9 Plate Offsets(X,Y)-- [2:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.12 5-10 >710 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 5-10 >478 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 rila n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:28 lb FT=20% 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. SLIDER Left 2x4 SP No.2 1-11-3 REACTIONS. (Ib/size) 4=184/Mechanical,5=74/Mechanical,2=5 5/0-5-4 Max Horz 2=206(LC 12) Max Uplift 4=-119(LC 12),2=-262(LC 12) Max Grav 4=184(LC 1),5=118(LC 3),2=515(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-572/288 NOTES- 1)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 D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-1-7 to 0-10-2,Interior(1)0-10-2 to 6-11-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 4 and 262 Ib uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only wilh IAlTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply S Boeneke Main&Guest House-Ashley Cas J180025 J08 Corner Jack 4 1 Job Reference(optional) 713608086 Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:28 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-Lz5aq Pa3QJBmJfTf603003tGW Vx3pny3lrSbFbzW mPL -2-0-12 5-0-0 2-0-12 5-0-0 Scale=1:16.7 4 5.00 12 3x4 a 3 r r` cb a N 2 1 5 4x4 i 0-4-14 5-0-0 0 4-14 1 4-7-2 Plate Offsets(X,Y)-- [2:0-0-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 5-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3 REACTIONS. (Ib/size) 4=100/Mechanical,2=461/0-5-4,5=32/Meeh ni al Max Horz 2=165(LC 12) Max Uplift 4=-62(LC 12),2=-262(LC 12) Max Grav 4=100(LC 1),2=461(LC 1),5=71(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-696/443 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fh L=24ft;eave=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-1-7 to 0-10-2,Interior(1)0-10-2 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 Ib uplift at joint 4 and 262 Ib uplift at joint 2. Thomas A.Alban!PE No.39380 M!Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qu Ply t Boeneke Main&Guest House-Ashley Cas T13608087 J180025 Jog Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:28 2018 Page 1 I D:PUyeV3?Y7p?o_sTelMZeglzaewD-Lz5agPa3QJBmJM6o3003tESVtapny3lrSbFbzW m PL -2-0-12 3-0-1 2-0.12 3-0-1 Scale=1:12.5 4 3x4 3 5.00 12 v m r N 2 12 1 5 3X5 0-2-8 3-0-1 b 2-8' 2-9-9 Plate Offsets(X,Y)-- (2:0-0-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.01 6 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:16 Ib Fr=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3 REACTIONS. (Ib/size) 4=20/Mechanical,5=3/Mechanical,2=391/ -5-4 Max Horz 2=125(LC 12) Max Uplift 4=-22(LC 9),2=-263(LC 12) Max Grav 4=25(LC 17),5=32(LC 3),2=391(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-377/228 NOTES- 1)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 D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-1-7 to 0-10-2,Interior(1)0-10-2 to 2-11-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 Ib uplift at joint 4 and 263 Ib uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply t Boeneke Main&Guest House-Ashley Cas T13608088 J180025 J10 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 2710:09:29 2018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-p9fy2lbhBdJdxp2rgVaFxHQRGvFoYEBC_VC8olzW mPK -2-0-12 1-0-0 2-0-12 1-0-0 Scale=1:8.3 3 r r 5.00 F12 2 a c � o n � r 0 t 1 3x4= 4 0-10-2 1-0-0 0-10-2 1-1 Plate Offsets(X,Y)-- [2:0-0-0,0-0-91 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-67/Mechanical,2=645/0-5-4,4=-341/Mechanic Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 1),2=-573(LC 12),4=-341(LC 1) Max Grav 3=69(LC 12),2=645(LC 1),4=332(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 3,573 Ib uplift at joint 2 and 341 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabalfy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt¢ Ply oeneke Main&Guest House-Ashley Cas 713608089 J180025 J11 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:30 2018 Page 1 1 D:PUyeV3?Y7p?o_sTelMZeglzaewD-I MDKFSbJyxRUZzd2ED6U UUzW mJW BHZN LC9xiKTzW mPJ -2-10-15 5-4-14 11-0-4 2-10-15 5-4-14 5-7-6 1 17 `r 0 3.54 FIT 16 3x4 4 15 N rn ur m 4x4% CO 3 2 1 18 B 19 20 7 1.5x4 11 6 6x6= 3x4= 0-6-3 5-4-14 11-0-4 0-fi-3 4-10-11 5-7-6 Plate Offsets(X Y)-- [2:0-0-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.07 8-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.16 7-8 >833 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) -0.03 5 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP 226OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 JJ REACTIONS. (Ib/size) 5=336/Mechnice[,6=297/Mechanic ,2=367/0-7-7 Max Horz 2=222(LC 8 Max Uplift 5=-216(LC 8),6=-88(LC 5),2=-6 LC 8) Max Grav 5=336(LC 1),6=420(LG 28),2=1163(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-1528/1515 BOT CHORD 2-8=-350/862,7-8=-350/862 WEBS 4-8=-37/312,4-7=-913/371 NOTES- 1)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=4fh Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girders)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 216 Ib uplift at joint 5,88 Ib uplift at joint 6 and 622 Ib uplift at joint 2. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 Ib down and 166 Ib up at 1-5-1,117 Ib down and 166 Ib up at 1-5-1,100 Ib down and 27 Ib up at 4-3-0,100 Ib down and 27 ib up at 4-3-0,67 Ib down and 77 Ib up at 7-0-15,67 Ib down and 77 Ib up at 7-0-15,and 115 Ib down and 144 lb up at 9-10-14,and 115 Ib down and 144 Ib up at 9-10-14 on top chord,and 323 Ib down and 370 Ib up at 1-5-1,323 Ib down and 370 Ib up at 1-5-1,28 Ib down.and 7 Ib up at 4-3-0, 28 Ib down and 7 Ib up at 4-3-0,41 ib down at 7-0-15,41 Ib down at 7-0-15,and 69 Ib down at 9-10-14,and 69 Ib down at 9-10-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) Vert:1-5=-70,6-9=-20 Date Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall pp� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is biways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Boeneke Main&Guest House-Ashley Cas 713608089 J180025 J11 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:30 2018 Page 2 1D:PUyeV3?Y7p?o_sTelMZeglzaewD-IMDKF5bJyxRUZzd2ED6000zW mJW8HZNLC9xiKTzWmPJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:12=143(F=71,B=71)13=347(F=173,B=173)l6=-8(F=-4,B=-4)17=-195(F=-97,B=-97)18=14(F=7,B=7)19=-9(F=-4,B=-4)20=99(1`=-50,B=-50) 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. Design valid for use only wlih MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply h Boeneke Main&Guest House-Ashley Cas T13608090 J180025 J12 Jack-Open 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 10:09:312018 Page 1 ID:PUyeV3?Y7p?o_sTelMZeglzaewD-mYniTRcyjEZKA7CEowdjOiV12jtCOBhVRphFswzW mPl -2-0-12 7-10-0 2-0-12 7-10-0 Scale=1:23.3 4 5.00 12 12 d. o � C6 3x4 i c� 3 2 1 5 3x6 11 0-4-14 7-10-0 b-4-14 7-5-2 Plate Offsets(X,Y)-- 12:0-2-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.12 5-11 >749 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 5-11 >407 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E 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. SLIDER Left 2x4 SP No.2 1-11-4 REACTIONS. (Ib/size) 4=209/Mechanical,2=564/0-5-4,5=75/ chanical Max Harz 2=223(LC 12) Max Uplift 4=-136(LC 12),2=-276(LC 12) Max Grav 4=209(LC 1),2=564(LC 1),5=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-909/507 NOTES- 1)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 D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-1-7 to 0-10-2,Interior(1)0-10-2 to 7-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 Ib uplift at joint 4 and 276 Ib uplift at joint 2. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 ®WARNING-VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. � Design valid for use only with MITeW connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web'and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Ptate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS Nc4may require bracing,or alternative Tor I 3. Never exceed the design loading shown and never aO stack materials on inadequately braced trusses. 0 a- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate Cz$ cs� cs a 0 designer,erection supervisor,property owner and plates 0-1rid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint �I required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. R "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%of time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, '� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 �Ilder Job Information Grider Construction Job#: J180025 2057 Vela Norte Circle IS) Atlantic Beach, FL 32233 File#: (904)463-4606 Salesman:Joe Lenda 118 Designer: Ashley Casey Manning Building Supplies PAGE 1 n Job Jacksonville, FL 32256 jaxtruss@mbs-corp.com � a Boeneke Main&guest House Phone: (904) 268-8225 * Fax: (904) 260-2981 Reportand:Dllvery Date:,, DATE 03/27/18 1249 Beach Ave. Del. Date: Atlantic Beach, FL F Cover Sheet Truss Level: F- = QTY PITCH BASE O/A LUMBERI OVERHANG I CANTILEVER STUB O/A HEIGHT PLY .TOP BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT 8 5.00 0.00 A01 03-10-08 03-10-08 2 X 4 2 X 4 02-00-00 00-02-08 02-09-03 1 5.00 0.00 A02 14-07-00 14-07-00 2 X 4 2 X 4 02-03-04 02-03-04 03-00-11 2 5.00 0.00 A03 14-07-00 14-07-00 2 X 4 2 X 4 02-03-04 02-03-04 03-04-08 ® 2 5.00 0.00 A04 12-00-12 12-00-12 2 X 4 2 X 4 02-03-04 03-04-08 1 5.00 0.00 A05 12-00-12 12-00-12 2 X 4 2 X 4 02-03-04 03-06-01 1 5.00 0.00 A06 12-00=12 12-00-12 2 X 4 2 X 4 02-03-04 04-04-01 1 5.00 0.00 A07 12-00-12 12-00-12 2 X 4 2 X 4 02-03-04 05-02-01 3 5.00 0.00 A08 12-00-12 12-00-12 2 X 4 2 X 4 02-03-04 05-04-06 1 2 Ply 5.00 5.00 B01 28-06-04 28-06-04 2 X 4 2 X 4 02-03-04 06-03-08 1 5.00 5.00 B02 28-06-04 28-06-04 2 X 412 X 4 02-03-04 06-06-08 1 5.00 5.00 B03 28-06-04 28-06-04 2 X 4 2 X 4 02-03-04 07-04-08 15.00 5.00 B04 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 07-10-12 1 5.00 5.00 B05 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 07-10-12 i� 1 5.00 5.00 B06 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04. 1 5.00 0.00 B07 40-03-08 40-03-08 2 X 4 2 X 6 02-03-04 02-03-04 ? ' 07-10-12 2 5.00 0.00 B08 32-02-00 32-02-00 2 X 4 2 X 4 00-02-08 07-10=12;; 1 5.00 0.00 B09 31-07-08 31-07-08 2 X 4 2 X 4 00-02-08 07-10=12 3 5.00 0.00 B10 10-06-00 10-06-00 2 X 4 2 X 4 00-02-08 05-064'14:1 3 5.00 0.00 1311 12-06-12 12-06-12 2 X 4,2 X 4 02-03-04 05-06714 ® 1 0.00 0.00 B12 04-10-08 04-10-08 2 X 6 2 X 6 04-06=14 ® 3 0.00 0.00 B13 04-10-08 04-10-08 2 X 6 2 X 6. 05-10-08 6 5.00 0.00 B14 17-10-08 17-10-08 2 X 6 2 X 8 {; 07-10-.12 4 5.00 0.001 B15 33-08-04 33-OS-04 2 X 4 2 X 4 1 02-03-04 07-10-12 ® 1 0.00 0.00 B16 04-10-08 04-10-08 2 X 6 2 X 6 04-06-14 i:5 Mo M81 llquM 4 uo palou Alleg.leeds saelun eluewmp wwww way wwPlAOP Jo suolsuewrp'sllweP aW polldwi e}Wwddo AN 7do�uoo uSleeR Calm souelldwoe l ONG 4011*NAWft s�a!rvu�a -aala QWWN sv JaNBMV Weil 1 £► �9 ey! £t, Aduj �� lderm Job Information ` is 11 Grider Construction Job#: J180025 2057 Vela Norte Circle Atlantic Beach, FL 32233 File#: (904)463-4606 irB Salesman:Joe Lenda Designer: Ashley Casey Manning Building Supplies PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boeneke Main&Guest House Phone: (904) 268-8225 * Fax: (904) 260-2981 Repo t�'antl Delivery D "t x DATE 03/27/18 1249 Beach Ave. Del. Date: Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT I LEFT RIGHT LEFT RIGHT. LEFT RIGHT ® 1 0.00 0.00 B18 04-10-08 04-10-08 2 X 6 2 X 6 04-06-14 1 5.00 0.00 1319 32-02-00 32-02-00 2 X 4 2 X 4 07-10-12 1 5.00 0.00 B20 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 07-10-12 1 5.00 0.00 B21 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 07-10-12 1 5.00 0.00 B22 40-03-08 40-03-08 2 X 412 X 4 02-03-04 02-03-04 07-10-12 1 5.00 5.00 B23 37-06-12 37-06-12 2 X 4 2 X 4 02-03-04 07-10-12 0 1 5.00 5.00 B24 37-06-12 37-06-12 2 X 4 2 X 4 02-03-04 07-10-12 1 5.00 5.00 B25 37-06-12 37-06-12 2 X 4 2 X 4 02-03-04 07-10-12 1 5.00 5.00 B26 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 07-09-05 1 5.00 5.00 B27 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 08-07-05 �® 3 5.00 5.00 B28 40-03-08 40-03-08 2 X 4 2 X 4 02-03-04 02-03-04 08-08-12 2 5.00 0.00 B29 36-02-00 36-02-00 2 X 4 2 X 4 02-00-12 02-00-12 00-02-08 00-02-08 08-08-08 1 2 Ply 5.00 0.00 B30 36-02-00 36-02-00 2 X 412 X 6 02-00-12 02-00-12 00-02-08 00-02-08 08-04-12 2 5.00 0.00 C01 14-03-09 14-03-09 2 X 4 2 X 4 02-03-04 06-03-08 1 5.00 0.00 C01A 14-03-09 14-03-09 2 X 4 2 X 6 02-03-04 06-03-09 1 5.00 0.00 CO2 14-03-09 14-03-09 2 X 4 2 X 4 02-03-04 06-03-08 1 5.00 5.00 CO3 14-03-09 14-03-09 2 X 412 X 4 02-03-04 06-03-08 1 5.00 5.00 C04 14-03-09 14-03-09 2 X 4 2 X 4 02-03-04 06-03-08 1 5.00 5.00 C05 12-02-13 12-02-13 2 X 4 2 X 6 00-02-08 06-01-04 1 5.00 0.00 D01 22-08-00 22-08-00 2 X 4 2 X 6 07-08-01 07-08-00 05-08-05 1 5.00 0.00 D02 22-08-00 22-08-00 2 X 4 2 X 4 05-10-02 05-10-02 06-00-02 1 5.00 0.00 D03 22-00-00 22-00-00 2 X 4 2 X 4 03-06-02 03-06-02 06-00-02 1 2 Ply 5.00 0.00 D04 18-11-00 18-11-00 2 X 4 2 X 6 06-00-02 1 5.00 0.00 J01 03-09-08 03-09-08 2 X 4 2 X 6 00-02-08 02-09-05 �ullder Job Information ie Grider Construction Job#: J180025 2057 Vela Norte Circle Atlantic Beach, FL 32233 File#: (904)463-4606 irs Salesman:Joe Lenda Designer: Ashley Casey Manning Building Supplies JOb.` PAGE 3 Jacksonville, FL 32256 jaxtruss@mbs-corp.com , Boeneke Main&Guest House Phone: (904) 268-8225 * Fax: (904) 260-2981 Reportanyd DeliveryDate DATE 03/27/18 1249 Beach Ave. Del. Date: Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 5.00 0.00 J02 05-00-12 05-00-12 2 X 4 2 X 4 02-03-04 02-05-06 4 5.00 0.00 J03 03-00-12 03-00-12 2 X 4 2 X 4 02-03-04 01-07-06 1 3.54 0.00 J04 08-02-10 08-02-10 2 X 4 2 X 4 03-02-02 02-09-01 1 5.00 0.00 J05 03-09-08 03-09-08 2 X 4 2 X 8 00-02-08 02-09-05 1 3.54 0.00 J06 08-02-10 08-02-10 2 X 4 2 X 4 03-02-02 02-09-01 4 5.00 0.00 J07 07-00-01 07-00-01 2 X 412 X 4 02-00-12 00-02-08 04-01-02 4 5.00 0.00 J08 05-00-00 05-00-00 2 X 4 2 X 4 02-00-12 00-04-14 03-03-02 4 5.00 0.00 J09 03-00-01 03-00-01 2 X 4 2 X 4 02-00-12 00-02-08 02-05-02 v 4 5.00 0.00 J10 01-00-00 01-00-00 2 X 4 2 X 6 02-00-12 00-04-14 01-07-02 2 3.54 0.00 J11 11-00-04 11-00-04 2 X 4 2 X 4 02-10-15 00-06-03 04-04-14 �10 5.00 0.00 J12 07-10-00 07-10-00 2 X 4 2 X 4 02-00-12 00-04-14 04-05-04 FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT. 01-08-00 EE Mr 3 F01 09-03-08 09-03-08 01-08-00 EE: 3 7 F02 09-05-00 09-05-00 01-08-00 T 3 3 F03 09-01-08 09-01-08 01-08-00 EE! 3 2 F04 09-06-12 09-06-12 01-08-00 EE 3 4 F05 07-11-08 07-11-08 01-08-00 T 3 2 F06 08-04-00 08-04-00 01-08-00 EE 3 2 F07 17-01-00 17-01-00 01-08-00 EE 3 2 F08 17-02-12 17-02-12 01-08-00 EE 3 3 F09 13-05-00 13-05-00 01-08-00 EE 3 11 F10 20-07-12 20-07-12 01-08-00 15 F11 26-06-00 26-06-00 `�"' �r�ullder �� p��° Job Information Grider Construction Job#: J180025 2057 Vela Norte Circle Atlantic Beach, FL 32233 File#:r8is (904)463-4606 Salesman:Joe Lenda Designer: Ashley Casey Manning Building Supplies Jacksonville, FL 32256 jaxtruss@mbs-corp.com PACE a Report,and DeOu""'Date` Boeneke Main&Guest House Phone: (904) 268-8225 * Fax: (904) 260-2981 .� o�.r .� .. . DATE 03/27/18 1249 Beach Ave. Del. Date: Atlantic Beach, FL F Cover Sheet Truss Level: FLOOR QTYDEPTH BASE O/A END TYPEINT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 01-08-00 El: 3 1 F12 10-06-10 10-06-10 01-08-00 T: 3 1 F13 12-01-13 12-01-13 IVIKA 01-08-00 E 1 F14 13-09-00 13-09-00 P'771 01-08-00 T: 3 1 F15 15-04-03 15-04-03 ® 01-08-00 EE 3 4 F16 15-04-12 15-04-12 01-08-00 T 3 1 F17 14-03-08 14-03-08 ® 01-08-00 T 3 1 F18 12-08-05 12-08-05 01-08-00 T 1 F19 11-06-01 11-06-01 01-02-00 E 3 1 F20 10-10-09 10-10-09 ® 01-02-00 E 3 1 F21 12-04-00 12-04-00 01-02-00 K: 3 1 F22 13-11-03 13-11-03 ® 01-02-00 3 1 F23 15-06-06 15-06-06 EMS2=SZ!= 01-02-00 1 F24 16-01-04 16-01-04 01-02-00 FE 3 25 F25 07-05-04 07-05-04 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 2 SS-LMATL BM1-1 3/4"x 11 1/4"2.0E EverEd e"m LV 06-00-00 1 SS-LMATL Beam By EOR-1 3/4"x 11 1/4" 18-00-00 58 Hanger T 26 55 Hanger THA422 5 Hanger THA426 " 1 Hanger THAC422 " 4 Hanger THAR422 •