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1732 ATLANTIC BEACH DR - PERMIT RES18-0070 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD a 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: RES18-0070 Description: new single-family home Estimated Value: 418157.75 Issue Date: 3/2/2018 Expiration Date: 8/29/2018 PROPERTY ADDRESS: Address: 1732 ATLANTIC BEACH DR RE Number: 169505 1675 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 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. S rj t�yflr, Permit Number: RES18-0070 Description: new single-family home Applied:2/15/2018 Approved:2/27/2018 Site Address: 1732 ATLANTIC BEACH DR Issued:3/2/2018 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 2/20/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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). 2 2/20/2018 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 construction. 3 2/20/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS :::± Scott Williams Notes: . All runoff must remain on-site during construction. 4 2/20/2018 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;i Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 2/20/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required.'" /d Printed: Friday,02 March,2018 1 of 2 PermitCo' nditions City � of • th 6 2/20/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain'on-site. Cannot raise lot elevation. 7 2/20/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes:„ Maximum driveway width'within the City_right-of-way is 20'. 8 2/22/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes. Avoid damage to underground water and sewer utilities.°~'Verify vertical an'd horizontal location of utilities. Hand dig if necessary. If field , coordination is needed,-call 247-5834. 9 2/22/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes`: Ensure all meter boxes,sewer cleanoutsand valve covers,are set to grade:and visible. 10 2/22/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes:, A sewer cleanout must be installed at the property line. Cleanout must be covered with,an-RT1 concrete box with metal lid. Cleanout to,beset to grade and visible. ; 04 Printed: Friday,02 March,2018 2 of 2 City of Atlantic Beach APPLICATIQN NUMBER Building Department (To be,,.assigned by tte Building Department j } 800 Seminole Road j Atlantic Beach, Florida 32233-544573 5 -�� [[� 1 r Phone(904)247-5826 Fax(904)247-5845 c� 1 Js1 '= E-mail: building-dept@coab.us Date routed. 1- City web-site: http://www.coab.us 777 APPLICATION REVIEW AND TRACKING FORM Property Address: 1 c-) AiA&/) N( W) De artment review required Ye No ( Builth � Applicant: -TO I US- Planning &Zoning Project: n 5� Pr is ra or Public i i _ Pubic 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: rApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: t ILDING � 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 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road %P 1 6-7Z) _. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 rL1il' E-mail: building-dept@coab.us L Date routed: 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Aman fi(. aexr) De artment review required Yes No Applicant: -(D 4 l VIS_ ,_hc_° _Planning_&-Zoning_:; Project: Pr — is ra or PublicUi i ies Pubic 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 G% G� 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 City of Atlantic Beach APPLICATION NUMBER BuildingDepartment „�. (To be assigned by the Building Department.) p ,�,,w n Vim"! 9 S l g�d� j 800 Seminole Road '�'' � �—a } Atlantic Beach, Florida 32233-54v l� Phone(904)247-5826 • Fax(90 )x2471 516 2o1g %�,�, E-mail: building-dept@coab.us Date routed: City web-site: htp://www.coab.L BY° APPLICATION REVIEW AND TRACKING FORM Property Address: ' I-IS �n � Gt�� De artment review required Yes No Buildi Applicant: To 0 -Planning &Zoning ra Tr is or Project: ��i-,� 7� f1 Public i i iesl Pubic 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 /,/,ate: TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. []Not applicable pUBLIC WORK Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER ,�. Building Department -1 E=., (To be assigned by the Building Department.) 800 Seminole Road .�.` aL��5 ,' E 1t_ —� . l=r Atlantic Beach, Florida 32233-5445 - 4� � (� � f ` Phone(904)247-5826 • Fax(904) -5RM 16 2010 rJ;j, n E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us � . APPLICATION REVIEW AND TRACKING FORM Property Address: -,-S c-) OAGc 11L �� De artment review required Yes No Buildi Applicant: -T'D l�llS� L, Planning &Zoning Tr isra or Project: �4-� �� , P - Public 11 ies Pubic Safety Fire Services -Review fee $ Dept Signature _ --- -- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: /Pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by::6t4""' )4"_Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PU ORKS Comments: C BL-IC-UTILITIIES-, PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [-]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 "FFICE COPY Building Permit Application i 6� F Updated 12/8 City of Atlantic Beach ! FEB 1 5 2018 . f 800 Seminole Road,Atlantic Beach,FL 32233 i f� Phone:(904)247-5826 Fax:(904)247-5845 I UjL 4 1732 Atlantic Beach Drive. 12E.SI _ ©CQ Job Address: Permit Number: Legal Description Lot 76 Atlantic Beach Country Club Unit 2, Parcel#67-52 16-25-29E RE# 169505-1675 Valuation of Work(Replacement Cost)$382481 Heated/Cooled SF 3135 Non-Heated/Cooled 1300 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire 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: New home construction Florida Product Approval#GPP ntta(,,hPd for multiple products use product approval form Property Owner Information Name: Toll FL VI Limited Partnership Address: 160 Cape May Avenue City Ponte Vedra State FL_ Zip 32081 Phone 904-217-0739 E-Mail aregnier@tollbrothers.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Toll FL VI, LP Contractor Information Name of Company: Toll Bros., Inc Qualifying Agent: Steven R. Merten Address 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904-595=5243 Job Site/Contact Number 904-595-5243 State Certification/Registration# CGC1510225 E-Mail aregnier@tollbrothers.com Architect Name&Phone# Toll Architecture(407)248-5800 Engineer's Name&Phone# Lou Pontigo&Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expdes 9/1/2018 Exempt/Insurer/Lease Employees/Expiration Date Application is her made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand.that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, . WELLS, POOLS, FURNACES, BOILERS; HEATERS,TANKS,and AIR CONDITIONERS,et . NOTLC«E: In ad RR to the re:q it mems o hi• erm't,the emay -e additional rest iCtions pplic. le to this property that may be found in the public record of this County,an here may be ad•itional .ermits re ured frem other governmental entitle such as water manage e t districts,state agencies,o ederal agencies OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURqPATWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINACONSULT WITH YOUR LENDER ORAN A RNEY BEFORE RECORDING YO E OF COMMENCEMENT. (Signat of Owner or Agent) Si (ature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 2-(o day of Signed and swrn to(or affirmed)before me this day of 01 S' by S ft?Ve 11 ffr+-P,YL ,�nu�,()DIK by 3+eU2_YVI-ertt4A_ (Signur of Notary) ( na re of Notary) [ . Personally Known OR Personally Known ORRIKjgF]te of Florida �p8r Notary Public State of FloridabermanProduced Identification jp Melissa Sue Lieberman [ ]Produced Identification G 126088Type of Identification: mmissior GG 126088 Type of Identification: 21 '+2 E�pires 09/1812 or� Pe- r/nt � -1t 1215/ �-^ 0°r)v NOTICE OF COMMENCEMENT OFFICE COPY State of: FLORIDA Tax Folio No. 169505-1675 County of: DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 76 Atlantic Beach Country Club Unit 2,67=132 08-2S-29E.152 Address of property being improved: 1732 ATLANTIC BEACH DRIVE,ATLANTIC BEACH,FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 160 CAPE MAY AVE.,PONTE VEDRA,FL 32081 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: (J Contractor: TOLL BROS.,INC. Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person maldng a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN,Division President Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year om the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: IJ24118, Before me this day of ( U[V 0/ in the County of Stf Johns, State Of Florid has personally appeared S t2l/z 1T7e&Pn Doc#2018027786,OR BK 18273 Page 1360, Notary Public at Large,State of F orida,County of ST.JOHNS. Number Pages:1 Recorded 02/05/201811:58 AM, My commission expire CIRCUIT COURT DUVAL !Personally Known: or RONNIE FUSSELL CLERK CIRC COUNTY RECORDING $10.00 [f4IQ nY°� Notary Publi=erTa Melissa Sua My CommisAdr Expires 09/18 9/1 PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:61' Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') 22 Non-Habitable Space (ft2) 1207. 5 LAND INFORMATION: Zoning District /a13GL Flood Zone Minimum FFE A 10 �OSe BUILDING INFORMATION: Construction Type V Occupancy Group $ r-- Number =Number of Stories-2- Max toriesZMax Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev.2.7.2018 City of Atlantic Beach sga. PUBLIC UTILITIES DEPARTMENT ;r a 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 2- Z/ Project Address 17JZ i4rt,%-m C Eck) LD/-- Number of Units f Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) /c,. New Irrigation Meter. Upgrade Existing Meter from to (size) New'Reclaim Water Meter Size 3�� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# 0070 A-1C C Water System Development Charge $-1 , 1 L1 0 00 Sewer System Development Charge $ y, 05 06 Water Meter Only $ 1 8 s-, (3 0 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ o Other $ TOTAL $ (Notes) APPROVED Kayle Moore, P.E. �yV� Date Z124 ff e Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ONF ICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2)_322 117. 5' Non-Habitable Space (ft2) LAND INFORMATION: Zoning District ��GC Flood Zone X Minimum FFE (11-10) ro QSe d 12' 70 BUILDING INFORMATION: Construction Type U Occupancy Group Sin -P -ru wi, Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 i„ REVOCABLE ENCROACHMENT PERMIT !:Jd rt;r� REVOCABLE ENCROACHMENT PERMIT 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 Toll FL Vl,LP 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 pavers in the right-of-way for the driveway Any facility 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 shall be given by certified mail, return receipt requested,to the following address 1732 Atlantic Beach Dr,Parcel#67-132 08-2S-29E • 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 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 19-7(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 public right-of-ways and other public land.. SER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by t U ER. Date Property Owner/ ge . Steven R.Merten,Division President,Toll FL VI LP (signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL 1001 The foregoing instrument was acknowledged this ug day of at) ,20IV' , by sl Py2 M01-it- 0— ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Y/ Signature otary Public, State of Florida / Approved/Public Works Department: Personally Known V Produced Identification(Type) w io�,av atr� Notary Public State of Fbrida Scott Wil lams,Public or s Director o melissa Sue Lieberman Ic w , a My Commission GG 126068 p'�or fl ' EXpires 09/18/2021 n RIGHT-OF-WAY/EASEMENT PERMIT J Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1732 Atlantic Beach Drive Phone 904-595-5243 Permittee Steven Merten Email aregnier(abtollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location(Reference to Cross-Street) Coastal Oak Lane&Atlantic Beach Dr. -06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to.inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to',the City. • A sketch of plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious.area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the holder will,at all times, assume all risk of and in mnify, defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and st f expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights nd rivileges. • The Director of P bli Works shall be notified twenty-four(24)hours prior to starting work and again immediately up letion. Date LZ61, F Permittee: Steven R.*ertqVDivision President,TOLLFL VI,LP(signed in presence.of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this day of J6Lf1(,LanX ,201 , by Stf-vt 1,+ri {l who personally appeared before me and (printed name of Permittee) acknowled the/s a signed the instrument voluntarily for the purpose expressed in it.. / Personally Known V Signature ofof Public,Sta e oF o i a Produced Identification(Type) 'P.pAyPIk& 4 Notary Public State of Florida f�o Melissa Sue Lieberman wMy Commission GG 128068 Expires 09/1812021 OF IV C� FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE OR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance Method Project Name: The Anna Maria Builder Name: McGowan's Heating&Air Con Street: Lot 76 Atlantic Beach Country Club Permit Office: Duval County City,State,Zip: Atlantic Beach,FL 32233 Permit Number. Owner. TollBrothers,'inc. Jurisdiction: 261000 Design Location: FL,Jacksonville NAS County: (Florida Climate Zone 2) 1.New construction or existing New(From Plans) 9. Wall types(3426 ft� Insulation Area(ftp a. Wood 2x6 Wall R19- R=19,0 3198.50 2.Single family or multiple family Single-Family i b. Wall 2x4Adjacent ToGarage R=11.0 227.50 3.Number of units,if multiple family 1 c. N/A R= 4.Numberof bedrooms 4 d. NIA R= 10. Ceiling types(1996 ft� Insulation Area(ftp 5.!s this a worst case? No a. Shingles Vented Attic R3 R=21.0 1995.50 6.Conditioned floor area above grade(ftp 3227.50 b. N/A R= Conditioned floor area below grade(ftp 0 c. N/A R= i 7. Windows 491 ft Description Area ft : 11.Ducts R Area(ftp ( � P ( � a.Sup:Entire House Atiic/Ret:Entire House AttidAFI;S 6.0 0.000 a.U-Factor. Dbl,U=0.340 394.97 b• SHGC: SHGC=0.27 b.LI-Factor Dbl,U=0.540 96.00 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,33 a.Split air source heat pump 43.3 SEER:14.0 c.U-Factor. SHGC: = 13.Heating systems kBtu/hr Efficiency ff d.LI-Factor a.Split air source heat pump 45.5 HSPF:8.2 I` SHGC: Area Weighted Average Overhang Depth: 3.367 ft '14.Hot water systems Area Weighted Average SHGC: 0.282 a.Propane Instantaneous(0 gal) Cap:0 gal EF:0.92 8. Floor types(2935.50 ft� Insulation Area(ftp b.Conservatlon features a. Slab On Grade R=0.0 2935.50 (None) b. N/A R= c. NIA R= 15.Credits None Glass/Floor area: 0.152 Total Proposed Modified Loads: 77.67 Total Baseline Loads: 80.14 PASS I hereby certify that the plans and specifications covered by this Review of the plans and specifications trdb calculation are in compliance with the Florida Ener ode. covered by this calculation Indicates compliance with the Florida Energyr? , = ' ..'• I' Code.Before construction is completed, rd;y�''.i,• PREPARED BY' this building will be inspected for.• :tiY� � ';''` f} `a compliance with Section 553.906 DATE: 1/17/18 � Florida Statutes. 2Fq I herebycerti that this building,as designed,is in compliance with fY 9 9 P the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:aI( � I 1 DATE: Z -'7'c?O/� Compliance requires certification bythe air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1.2). 2018-Jarr1721:55:36 Right-Srite@Uriversal201818.0.08RSU00DD0 Right-Energy@ Florida 2017 Sedon405A.1CompllartSoftware Paget McGowadsH&AWooaMada3339-Lot76ABCC•ap Calc=MJB FrontDoorfaces:E FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE AOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation-Residential Performance Method Project Name: The Anna Maria Builder Name: McGowan's Heating&Air Con Street: Lot 76 Atlantic Beach Country Club Permit Office: Duval County City,State,Zip: Atlantic Beach,FL 32233 Permit Number. . Owner. Toll Brothers,Inc. Jurisdiction: 261000 Design Location: FL,Jacksonville NAS County: (Florida Climate Zone 2) 1.New construction or ebsting New(From Plans) 9. Wall types(3426 ft� Insulation Area(ftp 2,Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3198.50 i b. Wall 2x4 Adjacent To Garage R=11.0 227.50 3.Number of units,if multiple family 1 c. N/A R= 4.Number of bedrooms 4 d. N/A R= 10. Ceiling types(1996 ft� Insulation Area(ftp 5.is this a worst case? No a. Shingles Vented Attic R3 R=21.0 1995.50 6.Conditioned floor area above grade(ftp 3227.50 b. N/A R= Conditioned floor area below grade(ftp 0 c. N/A R= 11.Duds R Area(ftp 7. Windows(491 ft� Description Area(ftp a.Sup:Entire House AtticlRet:Entire House Attic/AH:S 6.0 0. 0 a.LI-Factor Dbl,U=0.340 394.97 b, SHGC: SHGC=0.27 b.U-Factor. Dbl,U=0.540 96.00 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.33 a.Split air source heat pump 43.3 SEER:14.0 , c.LI-Factor SHGC: 13.Heating systems kBtu/hr Efficiency d.LI-Factor a.Split airsource heat pump 45.5 HSPF:8.2 SHGC: Area Weighted Average Overhang Depth: 3.367 ft 14.Hot water systems Area Weighted Average SHGC: 0.282 a.Propane instantaneous(0 gal) Cap:0 gal EF:0.92 8. Floor types(2935.50 ft5 Insulation Area(ftp b.Conservation features I. a. Slab On Grade R=0.0 2935.50 (None) b. N/A R= c. NIA R= 15.Credits None Glass/Floor area: 0.152 Total Proposed Modified Loads: 77.67 Total Baseline Loads: 80.14 �� I hereby certify that the plans and specifications covered by this Review of the plans and specifications calculation are in compliance with the Florida Ener ode, covered by this calculation indicates compliance with the Florida Energy = ... Code.Before construction is completed, i PREPARED BY this building will be inspected for compliance with Section 553.908 k DATE: 1!17/18 Florida Statutes. r2i u I hereby certify that this building,as designed,is in compliance with ., the Florida Energy Code. OWNER/AGENT. BUILDING OFFICIAL: DATE: o.��l 1 DATE: -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection ChQcklist in accordance with R402.4.1.1 and starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1,2). 2018-Jan-17 21:55:36 �� -°••- Right-SdteOUriversal 201818.0.08RSU00000 Right-EnergygFlorida 2017 Sedon405.4.1 CompllantSofware Page MCGowad9H&AIAmaMada3339-Lot76ABCC.np Calc=MJ8 FrontDoorfaces:E FORM R405-2017 Building, Input Summary Report PROJECT Title: The Anna Maria Bedrooms: 4 Address type: Street address Building Type: FLAsBuilt Bathrooms: 4 Lot#: Owner. Toll Brothers,Inc. Conditioned Area: 3228 Block/Subdivision: #of Units: 1 Total Stories: 1 Platbook: Builder Name: McGowan's Heating&Air Con Worst Case: No Street: Lot 76 Atlantic Beac Permit Office: Duval County RotateAncile: 0 County. Jurisdiction: 261000 Cross Ventilation: -No City,State,Zip: Atlantic Beach,FL 32233 Family Type: Single-Family Whole House Fan: No New/E�dsfing: New(From Rlans) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp ✓ Design Location TMY Site Zone 97.5.% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville NAS FL Jacksorwille-Cr 2 34 96 70 75 995 46 Medium BLOCKS I Name Area Volume 1 System 1 3227.50 ft2 33678.13 fi' SPACES :# Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Study 156.00 ft2 1794.00 ft' No 1 0 1 Yes Yes Yes 2 Foyer 134.75 ft2 1549.63 ft' No 0 0 1 Yes Yes Yes 3 Kitchen Great 850.00 ft2 9775.00 ft' Yes 0 0 1 Yes Yes Yes -4 Maste-rBed 288.00 ft2 2880.00 ft' No 2 1 1 Yes Yes Yes 5 M Toilet 22.75 ft2 227.50 ft' No 0 0 1 Yes Yes Yes 6 MWgt�i 205.75 ft2 2057.50 ft' No 0 0 1 Yes Yes Yes k 148.50 ft2 1485.00 ft' No 0 0 1 Yes Yes Yes 8 Pwdr 30.25 112 302.50 ft' No 0 0 1 Yes Yes Yes 9 Laundry 71.50 ft2 715.00 ft' No 0 0 1 Yes Yes Yes 10 Bed 4 191.25 ft2 1721.25 ft' No 1 1 1 Yes Yes Yes 11 B3C 33.00 ft2 297.00 It, No 0 0 Yes Yes Yes 12 AH 35.75 ft' 321.75 ft' No 0 0 13 Bath 3 54.00 ft' 486.00 ft' No 0 0 1 Yes Yes Yes 14 B4C 35.75 ft2 321.75 ft' No 0 0 1 Yes Yes Yes 15 Foyer Up 110,00 ft2 990.00 ft' No 0 0 1 Yes Yes Yes 16 Bed 2 178.25ft2 1604.25 ft' NN0 1 1 11 Yes Yes Yes 17 Bath 2 69.00 ft2 621.00 ft' N0 0 0 1 Yes Yes Yes 18 Loft 419.25 ft' 4785.25 ft' No 0 0 1 Yes Yes Yes 19 Bed 3 193.75 ft2 1743.75 ft' No 1 1 1 Yes Yes Yes FLOORS _,✓ # FloorType 11 Space Perimeter R Value Area Tile Wood Carpet 1V Slab On Grade Study 26 ft 0 156.00 ft2 0 1.0 0 2 Slab On Grade Foyer 10 1 0 134.75 ft2 0 1.0 0 3 Slab On Grade Kitchen Great 59 ft 0 850.00 ft2 0 1.0 0 4 Slab On Grade Maste_r Bed 37 ft 0 288.00 112 0-- 1-.0 0 5 Slab On Grade M Toilet O ft 0 22.75 ft2 0 1.0 0 6 Slab On Grade M Bath 19 ft 0 205.75 ft2 0 1.0 0 7 Slab On Grade MWIC 17 ft 0 148.50 ft2 0 1.0 0 8 Slab On Grade Pwdr O ft 0 30.25 ft2 0 1.0 0 9 Slab On Grade Laundry 0 ft 0 71.50 ft2 0 1.0 0 10 Slab On Grade Loft 0 ft 0 88.00 112 0 1.0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch ✓ # Type Materials . Area Area Color Absor. Tested Tested Insul. (deg) f1 Hip RoofAsph 2231 ft2 Dark 0.75 No 0.90 No 17 27 2 Hip RoofAsph 1051 ft2 Dark 0.75 . No 0.90 No 17 27 ATTIC ✓ # Type Ventilation Vent Ratio 1 in Area RBS IRCC Full attic Vented 300 1995.50 ft2 N N ✓ 2 Full attic Vented 300 940.00 ft2 N N rm ;�gy ;5a 2018-Jan•1721:55:36 °u Right-Srita®Universal201818.0.08RS00000D Rigit-Energy®Florida 2017 Sedion405A.1CompliertSoftware Page McGowan'sH&AVTnaMaria 3339-Lot76ABCC.rnp Calc=MJB FrontDoorfaces:E a6e a:saoelioopluad em=olect dU'009V9L1o1-6EEEGIM ew"V'RHSPEMOSoN••• 4 d GRARIDevelldwopC4'906uo9pas UOZepp0wvf!j-@-Il6Rl 00000(1suRu0'919L n-jewsalfls-WBRI `,._+. •< _ ^ 913:95:LZL1wef-eLOZ u 126+:�S(u!Ll.PSIH.Y:is4 ... all £'LZ 0 8 8 Z. 06E'O auoN Jafod adRlos pm�ooa N Z/ X4 0'qZ 0 8 0 E 066'0 auoN JgAc-- adfa os pm�ooa 3 L easy ul 1d ul 1j amen f1 suuolS eoedS ad(11oo4 1W0 # }y6laH 141PIM SNOOD 0 09.0 9Z'0 0 Zl; 9'ZLL 0 6 9 Z6 64 E Pae RM 9xZ pooM Joualx3 M OE 0 09'0 9TO 0 zU 9'664 0 6 9 9L 6L E Pee eM9xZ POOM Joua1X3 S 6Z 0 09'0 9Z'0 0 zl; 0'66 9 LL 8 9 6 L 401 eM 9xZ pooM Jopalx3 3 8Z 0 09'0 9Z'0 0 Z4 0 V9L 0 6L 0 94 64 Z4lee IRM 99xz POOH .JOIJBIX3 M 9Z 0 09'0 9Z'0 0 ZU 9'6£L 0 6 9 9L 6L Z Pas eM 9xZ pooM lolla}x3 M 9Z 0 09'0 9Z'0 0 zU TSO L 0 6 9 LL 6L Z PaeM 9xZ PooM 1oua1x3 N VZ 0 09'0 9Z'0 0 zU 0'06 0 6 0 OL 64 do o3 eM 9xZ pooM Joualx3 3 £Z 0 09'0 9Z'0 0 zU 0'66 0 6 0 LL 6 L df1 Jafio3 eM 9xZ pooM JO49IX3 N ZZ 0 09'0 9Z'0 0 zU 0'L8 0 6 0 6 6L E 14189 8M 9x,Z pooM Jol1a1x3 S LZ 0 09'0 9Z'0 0 zU 9'64• 0 6 9 9 6L OE8 EM 9xZ pooM JOiJ@Wj S 0Z 0 09'0 9Z'0 0 zU O'LLL 0 6 0 EL 6L 17Pee eM9xZ pooM Jolla}x3 S 6L 0 09'0 9Z'0 0 zU DILL 0 6 0 £L 864 IrPaseM9xZpooM JOUGX3 3 BL 0 OZ'O ZZ'0 0 Z4. O'99 0 OL 9 9 4L Llpune- epygxzHUM 110illled N 9� 0 OZ'O ZZ'O 0 ZU 0'90L 0 OL 9 OL LL 01MN PVgxZHem uO9RJed - 9L 0 09'0 9Z'0 0 ZU O'0£ 0 OL 0 E 6L OIMN LMWPOOM J059lx3 M qL 0 09'0 9Z'0 0 ZU 0'0£ 0 OL 0 E 6L OIMN eM 9xZ pooM JOi G)x3 3 EL 0 09'0 9Z'0 0 zU O'OLL 0 OL 0 LL— 6L OIMW BM 9xZ pooM JOpalx3 N ZL 0 09'0 9Z'0 0 ZU 0'994 0 OL 9 9L 6L 14188 N LM9xZ PooM Joualx3 N LL 0 09'0 9Z'0 0 zU O'OLL 0 04 0 LL 6L peffielseN eM 9xZ pooM Joualx3 M 0L 0 09'0 9Z'0 0 all 0'90 0 OL 9 13 6L" paelalSeN eM9xZpooM JOnapg S 6 0 09'0 9Z'O 0 ZU 0'09L 0 OL 0 9L 6L PaUelseN eM 9xZ pooM 10001x3 N 8 0 09'0 9Z'0 0 z4 O'ZZB 9 LL 0 9Z 6L 18aUS uay0li�l eM9xZpooM Joua;x3 M L 0 09'0 9Z'0 0 ZU 9'99£ 9 LL 0 LE 6L 18a'S uayolp1 LM 9xZ PooM J048;X3 S 9 0 OTO ZZ'0 0 ZU 9'L9 9 LL 0. 9 LL J940A PVVXZlleM 1101l!1led - 9 0 09'0 9Z'0 0 ZU 0'94L 9 LL 0 O L 6 L 18403 8M 9xZ pooM JoualX3 3 q 0 09'0 9Z'0 0 zU OWL 9 LL 0 ZL 64 APn1S em 9xZ PooM Joualx3 S E 0 09'0 9Z'0 0 zU 9'644 9 LL 0 EL 6L LPn1S eM9xZ POOM Jobele 3 Z 0 09'0 9Z'0 0 ZU 9'LL 9 LL 0 G 6L LPeIS eM9xZPOOM JOUW3 N L /1 %epe10 uo11oei3 anlek�J easy ul }d ui 1.1 amen 3 eoedS ..adlll IIeM IWO # (/ molag uosgVieloS 6uiLueJ3 6uigpegS 1019H 141PIM Mn83 011ua0e(py STIdM pooM OL'0 zU 9L'86L 813 C.Pas - E2i011lV 9uGAsa16u'gS LL pooM 0L'0 zll9Z'6Lq 813 401 E1i011)V 8118AsGIOUNS 9L pooM. 0 L'0 zU 00'69 90 Z yle8 Eli 0111V Pa1uaA Sa16ulgS 9 L POom O L'0 all 9ZW8 Be Z Pa? C8-11114 Palu@A sa16u!14S K DOOM 04'0 zU 00'044 813 dnJa PS? Sd0111VPaluaAsal6ulyS EL pooM OL'0 ZU 9L'9E BE oils Eao8lypalu9Asal6u!14S ZL pooM• OL'0 ZU 00'49 SE 94128 B210g1y paluaA sal6u114S LL . pooM OL'0 zU 9L'9E BE Hy E Dilly paluaA sal6u yS poOM O L'0 ZU OWES BE 0138 £�011114 PaluaA sal6u� OL yS 6 pooM 0 L'0 ZU 9Z'L6 L Be q Pas Eli Dilly paluan sal6ulyS 9 pooM 0 V zU 091L 99 fipune-1 C�i0g1ypaluRAsal6ulyS L poOM 0 L'0 zU 09'LZ Be JPMd Eii 0A1y paluaA 5916ulyS 9 pooM 0 L'0 ZU 09'84 L Be WAN Eli 0111V Pa1uGA sal6ulyS 9 pooM 0 L'0 ZU 00'gB L 92 41128 N Eli 0111V P91118A s9l6ulyS q pooM 0 L'0 zU 09'6 L 913 lallO.L N Eli 011114 PaluaA s@16ulgS E DOOM 0 L'0 zU 00'L6 L 9£ Pae JalseN Ea 011114 paluaA sal6ulyS Z DOOM 0 L'0 zU 09'LZ 913 JOAO3 £2i ORIy PaluaA sal6ul14S L addl sstul uo10rm #1 � t p JN1-1130 L W-90VH Wd0-� FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESheNllowerFthUelE regy`-iSerYrrrPCeRtlORMmoreefficien�t�ie`FiDme.97 .Lot 76 Atlantic Beach Country Club,Atlantic Beach, FL 32233 1.New construction or eAsting New(From Plans) 9.Wall Types Insulation Area(ftp 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3198.50 3.Number of units,if multiple family 1 b.c. all 2x4 Adjacent To.Garag.6 RR=11.0 227.50 4.Number of bedrooms 4 d. N/A R= 5.Is this a worst case? No 10.Ceiling Types Insulation Area(ft5 6.Conditioned floor area(ftp 3227.50 a. Shingles Vented Attic R3 R=21.0 1995.550 b. N/A R= 7.Windows" Description Area(ftl c. N/A R= a.U-Factor. Dbl,U=0.340 394.97 SHGC: SHGC=0.27 11.Ducts R Area(ftl b.U-Factor. Dbl,U=0.540 96.00 a.Sup:Entire HouseAttirJRet:Enfire House AtticIAH:S 6.0 0.00 SHGC: SHGC=0.33 c.U-Factor. SHGC: 12.Cooling systems kBtu/hr Efficiency d.1.1-Factor a.Split airsource heat pump 43.3 SEER:14.0 SHGC: b. Area Weighted Average Overhang Depth: 3.367 ft Area-Weighted Average SHGC: 0.282 13.Heating systems kBtu/hr Efficiency a.Split airsource heat pump 45,5 HSPF:8.2 b. 8.FloorTypes Insulation Area(ftp 14,Hot water systems a. Slab On Grade R=0.0 2935.50 a.Propane instantaneous(0 gal)• Cap:0 gal b, N/A R= EF:0.92 c. N/A R= b.Conservation features (None) 15.Credits None I certify that this home complied with the Florida Energy Efficiency Code for Building Construction throughthe above energy saving features which will be installed(or exceeded)in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on Installed Code ' ~ " +� compliant features. Jim fir . Builder Signature: Date: Address of New Home: (� : 4C,(7 City/FLZip: GPWAC' Beac L, 3aa33 **Label required by Section 303.1.3 of the Florida Building Code,Energy Conservation,if not DEFAULT. ►.ne�F•T 'F'F'K"-aa•'mhl'^ 2018-Jan-1721:5536 Right-Shce®Urrversal201818.0A8RS000000 RghtEr�rgy®Florlda2017 Sedlon405.4.1CompllardSoftware McGowartsH&AWmaMada3339-Lol76ABCC.nQ Calc=MJB FrontDoorfaces:E PageB (O N S?m C 0 88 88 0 0 0 0 Q)0 0 0 0 0 0 0 0 0 0 0 N m p U U U 'c OOO OOOOOCc oOOC CO LOCO"-p-Do ❑❑❑ N ED LD K70 NN NN n• a) p oaaa ogg o o o o ao o'o oa o-o-o T 7 T U r hn nh nn nh 1 L »�7oo�oZZ»>ZZoZoZ» o ❑ `n ❑ o o Q XXX U 00000000 000 o o oo _ _ >_� I m o Tm i0�0 �O�O iO i0 �O is x N O >>> r La La LOLO NN NN p 00 NN01NG)U7-q-rNN--T-rCNNd•NNU)Vd' C Cr Cr C z Ly ZzZ r nn nn hn nn 'C-o C c cc c Sc C y y cc C y y N C C y C cc C y y mo 00000aa000a000a000-o m M U c� ZZZZZZccZZcccZZczzzcco XXX COLO ROM M EM y = � = N � - O �l0 uJ LO NN NN u) 1 U co to nh nh hh nn O GCC C C C c C G C C C C c C C C C G c c p. 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Q- N ¢ cr x+7(+7 u')u� NN NN u W LJ m hh nn nh hh ci 333333333333333333 � `o a)m Q) 6 a) o XXX -- jU 0000000000000aoc000co (D Q) El JJJJJJJJJ JJJJJJJJ JJJJ }- (ty7 F. $SyJ p- C j - O] ®Q TTT T�7TT�.T JT7�TTT TTTTTTT N N 3 d = d) Q) N >,� co N N C r N cccc accccccFccccoscc o y a w o ;� Q1Y Li Liu.. oo 2� 2� n� an � LL >'>'>5F55555555>»''>5555 ¢o m 0 � �c N s N Qa Qa. an. ana �m ` L o (O XXX m t0❑ Nmvconncoor No7O NNNNNNNNc07 u- rn a p- N I c N r rr o cA CO o_ 0 0 m I CD r t Ll o 2 ` a o wwW�n��z�zzwwv�ww��zwcn� ; I-' a xxx cn T g w o w s I CO W E `°a~i I orclmv(n(onaornor 2 rNmvLncohcorn rrrrrrre-rNN r € o ccs CL) c c c c { t - `oia'� m 0 o m m FORM R405-2017 i Florida Departmentof Business and Professional Regulatio s Residential 1/Vhole Building Performance and Prescriptive MetRods ADDRESS: Lot76P�anbcBeach Country Club PERMIT Atlanfic each,FL 32233 MANDATORY REQUIREMENTS -See individual code sections for full details. SECTION R401 GENERAL R401.2 Projects shall comply with one of the following: 2.Section 8405 and the provissions of Section R401 through R404 labeled"Mandatory'. 8401.3 Energy Pertomlance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to a accurate and correct before final approval of the building for occupancy. Florida law I, (Section 553.9085,Florida Statues)requires the EPL display cans to be included as an addendum to each sales contract for both presold and noripresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed Ina dwelling unit.completed and signed by the builder The building official shall verify that the EPL display card accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display cans can be found In Appendix RD. 1 R402.4 Air leakage(Mandatory. • The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R40 .4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402,5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4A.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 8402.4.1.1 Installation.. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESET/ICC 380 and reported at a pressure of 0.2 inch mg.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(7 or an approved third party. Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 65 percent of the building thermal envelope. During testing: li 1._Exterior_windows and.doors,fireplace-and stove doors shall be closed,b_ut.not_sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond I: intended infiltration control measures. 3.interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. e R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air. Where using tight-fitting doors on factory-built fireplaces listed and labeledin accordance with UL 127,the doors shall be tested and listed forthe r fireplace. Where using tight-figging doors on masonry fireplaces,the doors shall be listed and labeled In accordance with UL 907. • I R402.4.3 Fenestration air leakage. Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3.cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 arm per square foot(2.6 Uslm2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 2018-Jarr1721:55:36 Right-SriteOUniversal201818.0.08RS000000 RlghtEnergy®Florida 2017 Sed1 ion405A. CompliantSoftware Page7 _.McGowaris H&A%A=Maria 3339-Lot76 ABCC.np Calc=MJ8 Frord Door faces:E FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) R402.4.4 Rooms containing fuel-buming appliances In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope..Such rooms shall be.sealed and insulated in accordance wlth.the envelope requirements. of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room Insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1.Direct vent apliances with both Intake and exhaust pipes installed continuous to the outside. 2.Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air-leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf p5 Pa)pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 controls SECTION R403 SYSTEMS R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance,heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory). All ducts,air handlers,filterboxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9:2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g),or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent ofthe design airflow rate when tested in accordance with ASHRAE 193- R403.3.3 Duct testing. Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch wg.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. . 2. Post construction test:Total leakage shall be measured with a pressure differential of 0.1 inch wg.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All registers shag be taped or otherwise sealed during the test. Exceptions: 1.A duct leakage test shall.not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing Is not mandatory for buildings complying by Section 405 of this code. Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation(Mandatory Mechanical system piping capable of carrying fluids above 105°F(41'C) or below 55°F(13°C)shall be insulated to a minimum of R- . R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section 8403.5.1.1. Heat trace termpemture maintenance systems shall be In accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be dedicated return pipe or a cold water supply pipe. Glavity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for how water within the occupancy. The controls shall automatically tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the enemy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water Is used in the occupancy. 2018-Jarr17 21:5536 °�°•�'-r°•..,.."L,� W M-StileBUruversa1201818,0.08RS000OOD RigMEr>ergy®Florida2o17 Sed1on405.4.1 CompllarRSoftware g Page e ..McGowansH&AWmaMada3339-Lot76ABCC.rLp Calc=MJ8 FrordDoorfams:E FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) R403.5.5'Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least.31/2 inches.(89.mm),In.the hot water distribution line.and'cold.waterline located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory), R403.5.6.1 Storage water heater temperature controls. R403.5.6.1.1 Automatic controls, Service water heating systems shall be equipped with automatic temperature.controls capable of adjustment from the lowest to the highest acceptable temperature settings forthe intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned-off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of.combustion.types of service water heating systems to be turned off. R403.5.6.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum,efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions forthe type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements forthe appropriate water heating category. Solar water heaters shall met the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water heating system. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for.Solar.Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol. Collectorsin installed solar water-heating systems should meet the following criteria: 1. Be installed cath atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south.- R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida. Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation,including: Natural,infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic orgravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: When,mechanical ventilation fans are Integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure of for mechanical ventilation shall meet the following criteria: 1.The design air changeper hour minimums for residential buildings in ASH RAE 62.2,Ventilation forAcceptable IndoorAlr Quality,shall be the maximum rates allowed for residential applications. 2.No ventllatlon or air-conditloning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3.If ventilation air Is drawn from enclosed spaces(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or RA 9,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). - R403.7.1 Equipment sizing. Heating and coaling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved methodologies,heating and cooling calculation based on building loads forthe directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(If split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors that affect 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 cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal lawforthe geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY(a) AiRFLOW RATE MAXIMUM CFM CFMAVATT CFM Range hoods Any 2.8 cfmA fatt Any In-line fan Any 2.8 cfmhnratt Any Bathroom,utility room 10 1.4 dm/watt <90 Bathroom,utility room 90 2.8 cfinAvatt Any For SI:1 cfm-28.3 Umin. (a)When tested in accordance HVI Standard 916 n' fPs�A�eP a? 1- 20118-Jan-1721:55:313 Rigid-Siite®Udversal201818.0.OB RS000000 Riglt EnergyWlorida 2017 Sedlon405.4.1 Compliant Software Page 9 _.McGowan'sH&A\AmaMarla 3339-Lot 76ABCC.np Calc=MJ8 FrordDoorfaces:E MANDATORY REQUIREMENTS -(Continued) , R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more.than 1.15.times greater than the.total load.calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value forAHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature forthe load calculation(or entering water temperature i-water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry.-bulb temperature Design values for entering wet-bulb and dry-bulb temperatures shall be forthe Indoor dry bulb and relative humidity used forthe load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1.Attached single-and multiple family.residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2.When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7:1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if.. the design heating load Is 1.15 times greaterthan the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extracapacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1.A separate cooling or heating system is utilized to provide coaling or heating to the major entertainment areas. 2.Avariable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections . C403 and C404 of the[ECC—Commercial Provisions in lieu of Section 8403. R403.9 Snow melt and ice system controls(Mandatory). Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(1 VC),and no '-precipitation is falling and an automatic or manual control that will allow"shutoff when the outdoor temperature is above"40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. 8403.10.1 Heaters. The electric power to heatersshall be controlled by.a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or extemal to and within 3 feet(914 mm)of the heater.Operation f of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker forthe. power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1.Where public health standards require 24-hour pump operations. 2.Pumps that operate solar-and waste-heat-recovery pool heating systems. 3.Where pumps.are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on orat the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,1s from site-recovered energy,such as from a heat pump or solar energy source,covers or other vap or-retard ant means shall not be required. R408.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oilfired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or afterApril 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. .R+:e'agAA7it��:=in�C^ 2018-Jarr17215536 flight-Stile®Universal 201818.0.08RS000000 Rigtf-EnergySFlorida 2017 Secfion405A.1Compliant Software Pa e10 McGowan'sH&AWmaMade 3339-Lot 76ABCCrup Calc=MJ8 FrorrtDoor faces:E 0 MANDATORY REQUIREMENTS-(Continued) R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance withAHRI 1160,Table 2,Standard Rating Conditions-Low AirTemperature:Atest report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatory). The energy consumption of electdo-powered portable spas shall be controlled by the requirements ofAPSP-1 'SECTION R404 ELECTRICAL POWERAND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall.be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. ' . l - t Fad 4ai0^ 2018-Jan•1721:5536 ' Right-Siite®Universa1201818.0.08 RS000000 Po ht Ener g gy®Florida2017 Sedlon405.4.1Comp1lantSoftware page 11 McGowan'sHWAnnaMaria 3339-W76ABCC." Calc=MJ6 FrontDoorfaces:E ' I FORM R405-2017 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Anna Maria Builder Name McGowan's Heating&Air Con Street: Lot 76 Atlantic Beach Country Club Permit Office: Duval County I City,State,Zip: Atlantic Beach,FL 32233 Permit Number. I• Owner. Toll Brothers,Inc. Jurisdiction: 261000 Design Location: FL,Jacksonville NAS I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA.- General RITERIA.'General Acontinuous air barriershall be installed in the requirements ' building envelope.The exterior thermal envelope sealing material. I contains a continuous barrier.Breaks orjoints in the Air-permeable insulation shall not be used as a air barrier shall be sealed. p Ceiling/attic The air barrier in any dropped ceiling/soffit The insulation in any dropped ceilinglsoffit shall he aligned with the Insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attics paces shall be sealed. Wails The junction of the foundation and sill plate Cavities with corners and headers of frame walls i shall be sealed.The junction of the top plate shall be insulated by completely filling the cavity. and the top of exterior walls shall lie sealed. with a material having a thermal resistance of R3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows,skylights The space between window/door jambs and framing, and doors . and skylights and framing shall be sealed. Rim joists are insulated and include an air Rim joists shall be insulated. Rim joists barrier. Floors(including The air barrier shall be installed at any exposed Floor framing cavity Insulation shall be installed above-garage and edge of insulation. to maintain permanent contactwith the underside cantilevered floors) of subfloor decking,or floor framing cavity insulation shall be permitted to be In contact with the top sideof sheathing,or continuous Insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space Exposed earth in unvented crawl spaces shall be Where provided In lieu of floor insulation, walls covered with a Class I vapor retarder with Insulation shall be permanently attached overlapping joints taped. to the crawlspace walls. Shafts,penetrations Ductshafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by Insulation that on installation readily conforms to the available cavity spaces. Garage Air sealing shall be provided between the garage separation and conditioned spaces. Recessed Recessed lightfixtures installed in the building Recessed lightfixtures Installed in the lighting thermal envelope shall be sealed to the drywall. building thermal envelope shall be airtight and IC rated. . Plumbing and Batt insulation shall be cut neatly to fit around wiring wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on The air barrier shall be installed behind Exterior walls adjacent to showers and tubs exterior wall electrical or communication boxes or air-sealed shall be insulated. boxes shall be installed. Electrical/phone The air barrier shall be installed behind box on exterior electrical or communication boxes or air-sealed walls boxes shall be installed. HVAC register HVAC register boots that penetrate building boots thermal envelope shall he sealed to the subfloor or drywall. Concealed When required to be sealed,concealed fire sprinklers sprinklers shall only be sealed in a manner that Is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions o ICC-400. 2018-Jan-1721:55:36 nght-SLite®Uraversa1201818.0.08RS000000 Right-EnergyOFlorlda2017 Sedron405A.1CompilardSoftware Page 12 McGowan'sH&A14maMaria 3339-Lot 76ABCC.nQ CeIc=MJ8 FrontDoorfaces:E FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Methods Poe t Name: TheAn Ma uilder N me: McG an's Heating&Air Con �e: Lot 76,��antsea h Country Club ermlt Otic Duva�GouMy I � to Z At�a ttc Beac F 33 JN 1 t Number: eidgro'caion: FC �ac�ksonvlle I Junslc�lgn: 26000 Con . oor,. .ea: 32 8 tt Con olume: 33 78 ft? i Envelope Leakage Test Results I• sticsc Ch arateri Regression Data: Leakage • C: n: R: . I Sin Ie or10ultiPointTestData: RequiredACH(50)from QUSE_ffiES—SUR E FLOW Pa cfm FORM R405-2017: 2 Pa cfrm TestedACH(50)*:Pa cim II I 4 a *Tested leakage must be less than or equal to the required 5 PaACH(50)shown on Form R405-2017 for this building. If the cfm tested ACH(50)is less than 3,the building must have a 6 pa I cln mechanical ventilation system. 402.4.1.2 Testin option. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceedingg 7 air changes per hour in Climate Zones 1 and 2.Testingshall be conducted with a blower door at a pressure of 0.2 Inches wg.(50 Pascals). Tesfing shall be conducted by either individuals as definedinSection 553.993(5))or Q) Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f) ( ) or @ or an approved third party. A WAen report of the results of the test shall be signed by the party conducting the test and provided to the co�e official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.E�d,,t,,t indows and doors,fireplace and stove doors shall be dosed,but not sealed,beyond the intended weatherstripping or other nfiltration control measures; 2.Dampers including exhaust,ihtake,makeup air,back ft and flue dampers shall be dosed,but not sealed beyond intended infiltration control measures: 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems andheat recovery ventilators shall be closed and sealed; 5.Heating and-cooling systems if installed at the time of the test, shall be turned off;and 6.Supply and return registers,Winstalled at the time of the test,shall be fully open. I herby certify that the above envelope leakage Testing shall be conducted by either k . performance results demonstrate compliance with individuals as defined in Section ,�, �S,µms,,,� Florida Energy Code requirements in accordance 553.993(5)or(7),Florida Statutes r e ' with Section R402.4.1.2. or individuals licensed as setforth in Section 3 489.105 ( )(fly(g).or(i)or an approved third party.A written report of the results of the test shall ' Signature: be signed by the party conductingrt� � the test and provided to the code Printed Name: official. DATE: BUILDING OFFICIAL: DATE: 2018-Jen•172155:36 Riga-Stile®Uriversa1201818.0,08RS000000 Right-Energy0Florlda2017 Sed1on405A.1CompllaM8oftware Page 13 MCGowan'sH&A'AmaMaria 3339-Lot 76ABCC.rtp Calc=MJ6 Front Door faces:E rightsoft Project Summary p ; System 9 By. Stephen Barber McGowan's Heating &Air Conditioning, Inc 11320 Phillips Pkwy Dr E,Jacksoi Mile,FL 32256 Phone:904-278-0339 Fax:904-278-0366 Email:korey@mcgowansac.com Web:wwxnx:gowansac.com ® • - • • For: Toll Brothers,Inc. Lot 76 Atlantic Beach Country Club,Atlantic Beach,FL 32233 Phone:(904)217-0739 Fax:�904)814-8173 Web:wwwtollbrothers.com main:smerten@tollbrothersinc.com Notes: The Anna Maria ® - • enati• Weather: Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 96 °F Inside db 70 °F Inside db 75 °F Design TD 37 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 46 grAb Heating Summary -- Sensible Cooling Equipment Load Sizing Structure 35079 Btuh Structure 27754 Btuh Ducts 2708 Btuh Ducts 5682 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37788 Btuh Use manufacturers data y Rate/swin multiplier 1.00 Infiltration Equipment sensible load 33437 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa4154 cfm Structure 7309 Btuh Ducts 958 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp) 3339 3339 Equipment latent load 8267 Btuh Volume(fF) 33678 33678 Airchanges/hour 0.57 0.35 Equipment Total Load(Sen+Lat) 41704 Btuh Equiv AVF(cfm) 322 195 Req.total capacity at 0.80 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO480000AD Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating Input ..Sensible cooling 34609 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 8652 Btuh Temperature rise 0 °F Total cooling 43261 Btuh Actual airflow 0 cfm Actual airflow 1531 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0.046 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=30°F Backup:Carrier Input=12 kW, Output=42613 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f� tiuc7r�f�tso:f[" 2018-Jarr1721:54:39 *"f µ^•-+s Right-Siite@uriversa1201818.0.08 RS000000 Page l McGowadsH&AWmaMaria3339-Lot 76ABCC.rLp Calc=MJ8 Frort Door faces:E riht Manual S Compliance Report o : System 1 By: Stephen Barber McGowan's Heating&Air Conditioning, Inc 11320 Phillips Pkwy Dr E,Jacksorwille,FL32256Phone:904-278-0339 Fax:904-278-0366 Email:korey@mcgowansac.comWeb:wwwnrgowarsac.00m Project • • For: Toll Brothers,Inc. Lot 76 Atlantic Beach Country Club,Atlantic Beach,FL 32233 Phone:(904)217-0739 Fax:(904)814-8173 Web:wwwtollbrothers.com Email:smerten@tollbrothersinc.com Cooling RqujpMent, Design Conditions Outdoor design DB: 95.7°F Sensible gain: . 33437 Btuh Entering coil DB: 76.1'F Outdoor design WB: 77.1°F Latent gain: 8267 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 41704 Btuh Indoor RH: 50% Estimated airflow: 1531 curl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP o- Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1531 cfm Sensible capacity: 34255 Btuh 102%of load Latent capacity: 9006 Btuh 109%of load Total capacity: 43261 Btuh 104%of load SHR: 79% Design Conditions Outdoor design DB: 33.5°F Heat loss: 39348 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 0 cfm Output capacity: 36643 Btuh 93%of load Capacity balance: 30 °F Supplemental heat required: 2705 Btuh Economic balance: -99 of Backup equipment type: Elec strip " Manufacturer: Carrier Model: Actual airflow: 0 cfm Output capacity: 12.5 kW 108%of load Temp.rise: 25 of Meets all requirements ofACCA Manual S. - 1f{ rightsof'i- 2018-Jar-17215439 Right Srite®Uriversal 2018 18.0.08 RSUD0000 Page 1 ...McGowartsH&NAnnaMade 3339-Lot 76ABCC.np Calc=MJB FrortDOOrfaces:E v rrr -rMr+ yt}.+ .M..�� MMLnLn �A00 N � ` F- fn fn w to rn N N N w N N U N !n(n N N N y U N cn N m A C r-'LqV!CONONcONNMONLQo0"It M1� NItV; cO t o 0 W" MNI,- V MWLOOAMMMrrrNLO00 LO N aIJ rrrrMNNLO mNNmrl- MMLOC'ML0 V LO a LL. oM � �OOOOo a in C=_ __—19 fa v d r 0 0 d; -V M M g M P') a0 M M cq O M M O OJ (I q E p,E E S;C Z (� C O N N C)M 't N LO M n CD N I- LO LO r C)M N M r OI�t r Q J N r N N M N N ,�t N M N N N CO N M LO LO (O V' LO I'- M OCDIt0 V LONNMMM O O O r O LO O O O r p M =2 CU X X X X X X X X X X X X X X X X X X X X X X X N p � LL LLLL. 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LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LL co c o 55555555555555555555555 L M a) ' J A LL (0 • X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 X X X X X X X X X X X X X X X X X X X X X X X O O O O O O O O O O O O O O O O O O O O O O O C • O a) �l LT] M vD p E C U ti C N N N N p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 00 ': C= _ T-=r C 'd''d''V Nt 00 I` (0 Ln(O (D(O (O CO d'(O (O LO 't LO I` r- `ct CO fa N . ^ . 0-0 ® Q4 q Q =O CO N r CO O w .p ,a^,.— LO r CO(.0 LO LO I� CO (O I-- CO LO O 't r CO r 't CO M N(0 (O O I� ClLO = E � p C:56ci C CO CN O w (� M E 00 OMLOMMrNNrNNNNNONN () LU ID m �� 00000000000000000000000 00 aN • O U O 0. o ca4 UM ` tLO 'V"c}•'crMItrOMMMM00000MLOMMMCo o LL o g �� N • r MN(000rI� MO000LO000000 COMM M o m 'w = k O p U r r r r r r r r r m 2 (f, rn co C O� r t � 1m E o U N N U CL) 4 N C O C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 _ 4 O� M 2 = m p y a ~Jd� I-LOMr "tC) W MM MM CO LO LO ON I-""ItL000 00r 00CO 000MCO000000rLOLOrLOI` COMLOM a+ J N CO MMOM (OMMMMa) "t `crN rLOLO I, a m Na1L NNNrr r r rr rrr r'NN r � N t� t m ti L: N a) M V�� 'c m v OC1 LL J a) w U U U U U U U U U U U U U U U U U U U U U U U U)) aa))'m a) _G _ Ld y o cn t m N N N N •f0 4= z a OI gU`t� C71 C7� m m a U O a) (a m� N r� N c� v d Ys Q m a U `m a! pp >p �' ' N N N :3 O .� M C' m W W d N O O N O O m 2 � N t0 5 u3 r� 2 � 7 O C� O 00 ¢] R] G7 R1 Q) ¢] li w Y Y Y Y ...i ...1 J 2 � � 2 � a fA ,4 0- Q U)J Q H • • r etaill • Trunk Htg Cig Design Velbc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 0 327 0.094 416 12.0 0 x 0 VinlFlx st4 st4 PeakAVF 0 537 0.094 503 14.0 0 x 0 VinlFlx st2 st3 PeakAVF 0 414 0.186 527 12.0 0 x 0 VinlFlx st1 st1 PeakAVF 0 767 0.186 718 14.0 0 x 0 UnlFlx st2 PeakAVF 0 1070 0.094 605 18.0 0 x 0 vnIFIX Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 0 164 116.1 0.113 470 8.0 Ox 0 VIFx rt3 rb5 Ox 0 0 1292 139.0 0.094 656 19.0 Ox 0 VIFx rt3 rb4 Ox 0 0 219 78.0 0.168 495 9.0 Ox 0 VIFx rt1 rb3 Ox 0 0 163 60.4 0.217 609 7.0 Ox 0 VIFx rt1 ,ok ROU rTable, Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 PeakAVF 0 1456 0.094 667 20.0 0 x 0 VinlFlx rt1 rt1 PeakAVF 0 1837 0.094 842 20.0 0 x 0 VinIFIX AL - -LYrightsof - 2018-Jarr1721:54:40 Right-Srite®Uriversal 2018 18.0.08 RS000000 Page 2 ...McGowarts H&AWma Maria 3339-Lot 76 ABCCnp Calc=MJ8 Frort Door faces:E r righfsoft, Static Pressure and Friction Rate p : System 9 By: Stephen Barber McGowan's Heating&Air Conditioning, Inc 11320 Phillips Pkwy Dr E,Jacksonrille,FL 32256 Phone:904278-0339 Fax 904-278-0366 Email:korey@mcgowansac mm Web:w &mcgowansac.com 'Pr• - • • For: Toll Brothers,Inc. Lot 76AtIantic Beach Country Club,Atlantic Beach,FL32233 Phone:(904)217-0739 Fax:(904)814-8173 Web:wwwtollbrothers.com Email:smerten@tollbrothersinc.com AVoMaNe Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0.06 Heatexchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device - 0 0 Available static pressure 0.32 0.26 Total Eff OptiVe Length Supply Return Measured length of run-out 23 4 Measured length of trunk 43 15 Equivalent length of fittings 71 120 Total length 137 139 Total effective length 276 Frictim, Heating -Cooling (i n/100ft) (i n/100ft) Supply Ducts 0.116 OK 0.094 OK Return Ducts 0.116 OK 0.094 OK • • • ® - Supply 4AD=60,11C=40,11 G=5,11 C=40,11C=40,111=10,1A=35,11 G=5,VelAdj=164:TotalEL=71 Return 6L=20,11 C=40,11C=40,11 G=5,5E2=35,VelAdj=26:Total EL=120 M tfVt'ightsoft` 2018-Jan•1721:54AO � Riga-Siite®Uriversal 2018 18.0.08 RS000000 Page 1 s' rUK ...McGowads H&AWrna Maria 3339-Lot 76 ABCC.nQ Calc=MJ8 FrortDoor faces:E 1 N First Floor 18x10 14x14 IN. M., 6x 10 MasierBed 06" 10x6 06" 12x6 12x6 07" W.. Sup Riser 018" KitJleiS,�Gteat 10x6 ® '. 05 T 6 x 10 05" Oo Batfi 00 3"Fan 10x6 3"FE n 06" S?airsl1' . 12 x12 8x4 04" 10x6 n 10x6 05" 10x6 06.. 12x12 010^ 8x4 I.1 H6Y—u17'1 8 x 4 12x12 04„ 12x 12 010" Gala_a Job#: McGowan's Heating&Air Conditioning... Scale:1 :127 Performed by Stephen Barber for: Page 1 Toll Brothers,Inc. 11320 Phillips Pkwy Dr E Right Suite®Universal 2018 Lot 76Atlantic Beach Country Club Jacksonville,FL 32256 18.0.08 RS000000 Atlantic Beach,FL 32233 Phone:904-278-0339 Fax:904-278-0366 2018-Jan-1721:54:44 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com korey@mcgowansac.com nna Maria 3339-Lot76ABCC.rup wwwtollbrothers.com smerten@tollbrothersinc.com Y, N Second Floor W Fan _ 12x6 ®afflj 62t� $@3� 8x4 14x6 12x12 08" 020" 12x12 T 09" 020" 18x24 - L019" 12x6 :93 8x4 't Sup Riser T .2-way n 2-way 04" 018" - � 10x6 yM., Kam o1a" afi° 3"Fan MA" 012" ® 6x4 04" 8x4 12x12 - 04" y 10x6 10x6 M.. J13e� MOM-, ,lob#: McGowan's Heating&Air Conditioning... Scale:1 :127 Performed by Stephen Barber for: Page Toll Brothers,Inc. 11320 Phillips Pkwy Dr E Right-Suite®Universal 2018 Lot 76 Atlantic Beach Country Club Jacksonville,FL 32256 18.0.08 RS000000 Atlantic Beach,FL 32233 Phone:904-278-0339 Fax:904-278-0366 2018-Jan-1721:54:44 Phone:(904)217-0739 Fax,(904)814-8173 www.mcgowansac.com korey@mcgowansac.com nna Maria 3339-Lot 76ABCC.rup www.tolibrothers.com smerten@tollbrothersinc.com PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA FF I E COPY Project Name: Toll Brothers,Inc. Permit# Role — ()C>7® Project Address: 1732 Atlantic Beach Drive,Atlantic Beach,FL 32233 Lot 76 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin;.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Wood Edge,Steel N/A Double-FL8228.6 Single-FL6506.4 Simpson Door Company Wood Door FL 14487.1 Therma-Tru Fiberglass/Wood Door N/A FL 5262.3 2. Sliding PGT 2500 Aluminum Slide Glass +25/-25 FL 251 3. Sectional Clopay Building Products Section Ext.Door +20/-20 PSF FL15279.1/FL15279.3 4.Roll up 5.Automatic 6. Other B. WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2.Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3. Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7.Pass-through 8.Projected 9.Mullion PGT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11. Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 FL 10008.1 12. Glass Block IUS Block/Hy-Lite Glass Block Window 70 PSF IFL 185.12 ;P Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles . N/A 12875.1 2. Soffits/Ceilings James Hardie Building Products,Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4. Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic Stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. Timberline 30 year Arch Shingles N/A FL 10124.1 2.Underlayments Woodland Industries Inc. Felt N/A FL 1814.12 r Boral Roofing Roof Underlayment N/A FL 14317.1 3.Roofing fastners 4.Nonstructural metal roof Millennium Metals,Inc. Metal Roofing-M seam N/A FL 5211.3 R6 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/stakes Watkins Sawmill LTD. Wood Shingles and Shake N/A FL 13714.1 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Pli-Deck Walking deck membrane N/A FL 12407.1 r Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3. Storm panels Town and Country Industries Storm shutters N/A FL 11963 4. Colonial 5.Roll-up 6.Equipment 7.Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Strong Tie Per engineering 2.Truss plates Alpine Engineered Truss plate conn. Per engineering 3.Engineered lumber Georgia Pacific Eng.Lumber FL 2023.1 4.Railing 5.Coolers-freezers 6. Concrete admixtures 7.Material S.Insulation forms 9.Plastics ' 10.Deck-roof 11.Wall 12. Sheds 13.Other G. SKYLIGHTS 1. Skylight Sun Tek FGC Skylite FL 2442 2.Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural 1 OSB(roof and wall);manufacturered by Huber Engineered Woods 2. In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation 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. Audrey Regnier A,,� �V (Contractor Name) (Print Name) (Signature) Company Name: Toll Brothers,Inc. Mailing Address: 160 Cape May Avenue City: Ponte Vedra State: FL Zip Code: 32081 Telephone Number: 904 217-0739 Fax Number: Cell Phone Number: 904-405-8969 Email Address: aregnier@tollbrothers.com r y Dela COPY Speclanj Sfirucfiurcal 1=nc21neL=rinc;) CBUCK,Inc.Certificate of Authorization#8064 Evaluati®n Report "M-Seam" Metal Roof Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 5211.3 R7 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "M-Seam" Material: Steel Panel Thickness: 26 gauge, (Minimum) Panel Width: 16" Facsimile of digital copy signed by Support: Wood Deck James L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61615-23. .......... Prepared by: ; �Q •• �10ENSF '•,F,p James L. Buckner, P.E., SECB * No 31242 Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 ;°,� STATE OF _4U� s'•.FLORIDP- Report No. 17-196-M-S6W-ER (Revises 15-104-M-S5W-ER) ,�'�s��N Date: 10/ 16/ 17 Contents: Evaluation Report Pages 1—7 2017.10.19 20:13:36-04'00' CBUCK, Inc.—Palm Beach County, Florida Phone:(561)491-9927• Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Main Office: 1374 Community-Drive,Jupiter, Florida 33458 S FL#: FL 5211.3-117. Date: 10/16/17 Report No.:17-196-M-56W-ER '`:b �... Page 2 of 7 Speclal j Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Millennium Metals, Inc. Product Name: "M-Seam" Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005(1) (d) Product/System "M-Seam" Description: 26 gauge Minimum, Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials&standards: Evaluated: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32(min.) or 19/32"or greater plywood, • or Wood plank(min.specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: Refer to Table"A" (Refer to"Table A" attachment details herein) FL M FL 5211.3-117 Date: 10/16/17 Re ort No.:17-196-M-S6W-ER Page 3 of 7 Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: a U L580-06—Test for Uplift Resistance of Roof Assemblies • U L 1897-12—Uplift test for roof covering systems Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is equivalent to UL580-06 standard version adopted by the Florida Building Code 6th Edition (2017). • The UL 1897-98 standard version used to test the evaluated product assembly is equivalent to UL1897-12 standard version adopted by the Florida Building Code 6th Edition (2017). Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017),Section 1504.3.2. Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and •_Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation,specifications and installation method(s)which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20- 3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". •Option for application outside"Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. •This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure,site specific or permit design. •All metal components and fasteners shall be corrosion resistant in accordance with applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and 1507.4.4. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61620-3, and is therefore not included in this evaluation. •This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications,Inc. (FBC Organization M QUA 1824). r FL#: FL 5211.3-R7 Date: 10/16/17 Report No.:17-196-M-56W-ER Page 4 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#/8064 Components/Materials Roof Panel: (by Manufacturer): Product Identification: M-Seam Material: Steel Thickness: 26 gauge Minimum Panel Width: 16" (max.) Coverage Rib Height: .-1" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Pancake-Head Wood Screw Size: #10(x length to meet min. penetration through deck) Penetration Through: 3/16" min.through wood deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.4 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". 5 FL#: FL 5211.3-117 Date: 10/16/17 IUMRe ort No.:17-196-M-S6W-ER Page 5 of 7 Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) • Fastener spacing: Refer to Table"A"Below (along the length of the panel) ■ Rib Interlock: Snap Lock (Panel ribs shall be fully engaged to form an integral interlock.) ■ Minimum fastener penetration thru bottom of support,3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: * Design Pressure: -84.25 PSF -91.75 PSF Deck Thickness: 15/32"or 19/32" 15/32"or 19/32" Fastener Spacing: 8" 4" *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the "M-Seam" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-94& UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC(FBC Organization#TST ID: 1527) Report#: 0232-0508-05, Report Date:6/29/05,Specimens#1-3 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee#423 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 5211.3-117 Date: 10/16/17 Q j r1l'< IT Report No.:17-196-M-S6W-ER Page 6 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Profile Drawings 15'Coverage Option Striations 3141 Type:Pend Rb or Striated Typical Panel Profile View (Not ToScale) 113'O.C. n � 77 Integral Snap Lock #10 Pancake-Head Screw 3/16"min.penetration thru deck Typical Assembly Profile View (Not ToScale) FL#: FL 5211.3-R7 Date: 10/16/17 PageReport NO..7 of 7 nn-s5w ER Speclaffty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Fastener: h #10 Pancake-Head Scr '1W Pard l.. 4.. o.cTypical Support: Insulation: -15/32"or 19/32"CDX Plywood Deck,of (Optional)3'rrex or 25 psi min. -Mod plank Typical Assembly Profile View (Not To Scale) TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: * Design Pressure: -84.25 PSF -91.75 PSF Deck Thickness: 15/32"or 19/32" 15/32"or 19/32" Fastener Spacing: 8" 4" . *Allowable design pressure for allowable stress design(ASD) with a margin of safety of 2 to 1. ® Lumber design`valuec- are in accordance with ANSI/TPI 1 section 6.3 These truss designs.rely on lumber values established by others. MiTek® RE: 15125TO - MiTek USA, Inc. Site Information' 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: Anna Maria- Shingle Tampa, FL 33610-4115 Lot/Block: 076 Subdivision: Atlantic Beach Address: ., . City: . State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 77 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rul.es. No. Seal# Truss Name Date No. I Seal# I Truss Name I Date 1 T13131566 1 F01 2/2/18 118 IT13131583IJ04 2/2/18 12 I T13131567 I F02 12/2/18 119 I T13131584 I J05 12/2/18 J 13 I T13131568 I F03 12/2/18 120 I T13131585 1 J07 12/2/18 - 14 1 T13131569 1 F04 12/2/18 121 I T13131586 I J 11 1 2/2/18 15 I T13131570 I F05 12/2/18 122 I T13131587 I J12 1.2/2/18 16 I T13131571 I F06 12/2/18 123 I T13131588 I J 13 12/2/18 1 17 1 T1 3131572 1 F07 12/2/18 124 I T13131589 I J 14 12/2/18 1 18 1 T1 3131573 1 FG01 12/2/18 125 I T13131590 I J 15 .12/2/18 19 I T1 3131574 1 FG02 12/2/18 126 1 T1 3131591 1 J21 12/2/18 1 10 1 T1 31 31 575 1 HJ02 12/2/18 127 I T1 31 31 592 1 J23 12/2/18 111 1 T13131576 1 HJ03 12/2/18 128 I T13131593 I J25 2/2/18 112 1 T13131577 1 HJ05 12/2/18 129 I T13131594 I J27 - -.12/2/18 113 1 T131315781 HJ07 12/2/18 130 I T13131595 I T01 2/2/18 1 114 1 T1 3131579 1 HJ27 12/2/18 I31 I T13131596 I T02 -1'2/2/18 1 115 I T13131580 I J01 12/2/18 132 I T13131597 I T06 ':12/2/18 116 1 T13131581 1 J02 12/2/18 I33 1 T1 3131598 1 T07 2/2/18 I 117 I T13131582 I J03 12/2/18 134 I T1 31 31 599 1 T08., 1 2/2/18 1 The truss drawing(s)referenced above have been prepared by MiTek ,``��'r�i�r��,� USA, Inc. under my direct supervision based on the parameters �•��p. .....NS '•;q<'B��i,� j provided by Building Component Supply. E;Ns'•�'�ti�e Truss Design Engineer's Name: Albani, Thomas o 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 :• •�/ that the engineer named is licensed in the jurisdiction(s)identified and that the; I STATE O F designs comply with ANSI/TPI 1.. These designs are based upon parameters ; �i0,�'• .�` 40 shown(e.g.,loads,.supports,dimensions,shapes and design codes),which were OR 1D. 'N 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 - i�� 0N'Ai 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.Mani PE No.39380 should verify applicability of design parameters and properly incorporate these—designs Mrrek USA,Inc.FL Gert.6634'-? into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL"33610 Date: February 2,2018 - _- _ Albani,Thomas 1 of 2. onto g� Assoc Lou iciteS, Inc• Pig Consulting Structural Engineers N TAKEN 0 MAKSE&RESUBTMIT S NC�� No EXCEQTIOEE REMARKS O REVI ECTED - ose of checking for contorm°nce limited PurP ex ressed in the Review fs for thet and the informolrred tothe accuracy or with the design concept royal is imp weights or enis.No GP dimensions, or methods. confita� nesus of details,quantities, _ comp rocesses.construction mens safety gauges,fabrfcatfon P er trades or constr of the of the work with o e sole 5esponsfbifitY �oordinallon all of which are ih dimensions to be precautions. nsible for dim cific item Contrail t.site.Review of°specific Contract•a d colrela entire assembN of which the confirm a tev 'N of the will cover only �. Review of re-submission changes clearly shaft not include eo.Rev ittal and other item is a co' es On the sUbm & —,9 design geed Bhang by the Contractor. identif'yed,� � — ate: RE: 15125TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Anna Maria - Shingle Lot/Block: 076 Subdivision: Atlantic Beach Address: ., . City: State: FL No. Seal# Truss Name I Date 35 IT13131600IT09 2/2/18 136 I T13131601 I T13 12/2/18 137 I T13131602 I T14 12/2/18 138 I T13131603 I T15 12/2/18 139 1 T13131604 1 T16 12/2/18 1 140 I T13131605 I T17 12/2/18 1 141 I T13131606 I T18 12/2/18 142 I T13131607 I T19 12/2/18 143 1 T13131608 1 T20 2/2/18 144 I T13131609 I T21 12/2/18 1 145 I T13131610 I T22 12/2/18 146 I T13131611 I T23 12/2/18 147 I T13131612 I T24 12/2/18 1 148 I T13131613 I T25 12/2/18 1 149 I T13131614 I T26 12/2/18 1 150 I T13131615 I T27 12/2/18 1 151 I T13131616 I T28 12/2/18 1 152 I T13131617 I T31 12/2/18 1 153 I T13131618 I T32 12/2/18 1 154 1 T13131619 1 T33 12/2/18 155 I T13131620 I T34 12/2/18 1 156 1 T13131621 I T35 12/2/18 157 I T13131622 I T37 12/2/18 158 I T13131623 I T38 12/2/18 159 I T13131624 I T39 12/2/18 160 I T13131625 I T40 12/2/18 1 161 I T13131626 I T41 12/2/18 162 I T13131627 I T42 12/2/18 163 I T13131628 I T43 12/2/18 1 164 I T13131629 I T44 12/2/18 165 I T13131630 T45 12/2/18 1 166 1 T13131631 I V01 12/2/18 167 1 T13131632 1 V02 12/2/18 168 1 T13131633 1 V03 12/2/18 169 1 T13131634 1 VO4 12/2/18 1 170 1 T13131635 1 V05 12/2/18 171 1 T13131636 1 V06 12/2/18 172 1 T13131637 1 V07 12/2/18 73 1 T13131638 1 V08 12/2/18 174 1 T13131639 1 V09 12/2/18 1 175 1 T13131640 1 V10 12/2/18 176 I T13131641 I V11 12/2/18 1 177 1 T13131642 1 V12 12-/2/18 1 2of2 Job Truss Truss Type ; qty Ply 713131566 15125TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:49 2018 Page 1 1 D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-dvrGJVZ?J 1 encELnyk2aMhknYU2z5snnnOW uu2zpAb4 0-H8 0-H8 Scale=1:46.5 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 �7 48 Io 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 3x4= 3x6 FP= 3x4= 3x4= 26-3-12 1 1-6-12 12110-121 1-6-12 ,211-40--01 2 1 41--0-102 1 51-64--102 i 6-11-00--012, 1--24.102 1 1-4-102 i121--140--01 21 12-2-1 13-6-12,11140 2 -2-1 2 6-012 18-4-1 2,20-2-1 2 1211--46--01 2,221-410.1 21 2-2-12 256-12 27-10-8 1-4-0 14-0 - -01-4-01-0- 101-4-0 -01-4-0 14-o o-9-0 i 1-6-12 Plate Offsets(X,Y)-- [23:0-1-8,Edge],[25:0-1-8,Edge],[45:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress[nor YES WB 0.04 Horz(CT) -0.00 25 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:45-46,24-25. REACTIONS. All bearings 27-10-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)46,24,45,25,44,43,42,41,40,39,38,36,35,34,33, 32,31,30,29,28,27,26 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 cc. 5) 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. %-,%%0111111 A111111, � . r No 39380 :CC �v44': 11111 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: February 2,2018 ®WARNING-Verlfy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 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 fabxicaTlon,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 Tnm Plate Institute,21814.Lee Street,Suite 312,Mexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type ; Otty Ply 713131567 15125TO F02 Floor 17 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:50 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-66PeW rZd4LmeDNw_VSapuuHtyu9hg9Lw?gFSQUzpAb3 0-1-8 1 H 1 I r 1-8-8 >r� 0-1 B 1 3x6 II 3x6 11 3x6 FP= 3x6 FP= 1.5x3= 5x6= 3x6 13x6 11 3x6 11 5x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x4= 1.5x3 11 3x4= 3x4= 1.5x3 11 3x12 M18SHS FP= 3x4= 1.5x3 11 3x4= 3x4= 1.5x3 SP= 3x4= 3x4= 13-6-8 1A 1 0 28-4-0 13-6-8 0-6-8 14-3-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[4:0-3-0,Edge],[8:0-3-0,0-0-01,[12:0-3-0,Edge],[15:0-1-8,0-0-81,[15:0-3-0,Edge],[24:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.59 24 >571 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.81 24-25 >415 240 M18SHS 244/190 BCLL 0.0 Rep Stress incr YES WB 0.66 Horz(CT) 0.15 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:191 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.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (Ib/size) 32=1030/0-5-8,16=1030/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-32=-1025/0,15-16=-102510,1-2=-1003/0,2-3=-2596/0,3-4=-3830/0,4-5=-4757/0, 5-7=-5283/0,7-8=-5462/0,8-9=-5462/0,9-1 1=-5280/0,11-12=4758/0,12-13=-3829/0, 13-14=-2596/0,14-15=-1003/0 BOT CHORD 30-31=0/1887,29-30=0/3290,28-29=0/4377,27-28=0/4377,26-27=0/5100,25-26=0/5462, 24-25=0/5462,22-24=0/5443,21-22=0/5102,20-21=0/4377,19-20=0/4377, 18-19=0/3290,17-18=0/1887 WEBS 1-31=0/1376,2-31=-1282/0,2-30=0/1028,3-30=-1 005/0,3-29=0/783,4-29=-774/0, 4-27=0/537,5-27=-498/0,5-26=-37/458,7-26=-495/101,15-17=0/1376,14-17=-1282/0, 14-18=0/1028,13-18=-100510,13-19=0/783,12-19=-774/0,12-21=0/539,11-21=-499/0, 11-22=0/348,9-22=-354/0,9-24=-397/518,8-24=-399/311 NOTES- 1)Unbalanced floor live loads have been considered for this design. Q 2)All plates are MT20 plates unless otherwise indicated. ...... . A4e 3)All plates are 4x6 MT20 unless otherwise indicated. ,��•' EN S+•• '92�i� 4)The Fabrication Tolerance at joint 23=11% �. F�••• / 5) Required 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 = No 39380 be attached to walls at their outer ends or restrained by other means. c� r o r O�s• • O R 1 NA` Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 property Incorporate this design Into the overall buliding 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 y City i Ply 713131568 15125TO F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:51 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-alylj BaFrfuVrXUA3952R6pwnHV DZb44EK??ywzpAb2 0-1-8 H1 1-3-0r 1 � Scale=1:37.9 5x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 27 0 N/I 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT20HS FP= 1.5x3 11 1.5x3 11 1.5x3 11 3x8 MT20HS FP= 4x6= 5x6= 1.5x3 SP= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[5:0-1-8,Edge],[6:0-1-8,Edge],[26:Ed a 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.60 18-19 >447 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:122 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 cc puffins, BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 cc bracing:22-24,14-16. REACTIONS. (Ib/size) 26=1224/0-5-8,12=1231/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1224/0,1-2=-1 119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4776/0, 5-6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=-2849/0,10-11=-1118/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17-18=0/4988,16-17=0/4525,14-16=0/3557,13-14=0/2116 WEBS 1-25=0/1541,2-25=-1 480/0,2-24=0/1091,3-24=-1054/0,3-22=01732,4-22=-723/0, 4-20=0/460,5-20=-650/153,5-19=-244/266,11-13=0/1581,10-13=-1484/0, 10-14=0/1089,9-14=-1054/0,9-16=0!737,7-16=-702/0,7-17=0/498,6-17=-659/126, 6-18=-225/267 NOTES- 1)Unbalanced floor live loads have been considered for this design. ItI111111111lI1IO 2)All plates are MT20 plates unless otherwise indicated. %�% S A. 3)All plates are 3x4 MT20 unless otherwise indicated. eke MP 4)The Fabrication Tolerance at joint 23=11%,joint 15=11% �� O•' G•E•N 5)Refer to girder(s)for truss to truss connections. : '� •• V� `SF•••,L/ �i10 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. = No 39380 Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. * s �-D ccz 141'tit I Thomas A.Albans PE No.39380 Mf7ek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-VMfy desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE MI1-7473 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 Is alilwiaayys rreguired fn. orstability anddIs to prevent buckling to prevent co lapse with oIndividual truss f personal injury andrchord property damage. F r genera guidancce regarding the tional temporary and Hent bracing MiTek• 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,Atexarldfla.VA 22314. Tampa,Ft.33610 rA Job Truss Truss Type ; Qly Ply 713131569 15125TO F04 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:52 2018 Page 1 ID:?9jtoWXOGI OEk3C[?dBMoszBOOu-2U W PxXbtcy0MTh3MdscHzJM5XhrS12cDT_kYUNzpAb7 0-1-8 H 1 -] 1-9-0 0-1uu8 Scdle=1:38.3 5x6= 5x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 B 9 10 11 27 3, 28 0 m 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT20HS FP= 1.5x3 11 1.5x3 11 1.5x3 11 3x8 MT20HS FP= 4x6= 5x6= 46= 1.5x3 SP= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-8],15:0-1-8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],112:Edge,0-1-8],126:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.60 18-19 >447 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.10 12 n1a n/a BCDL 5.0 Code FBC2017[TPI2014 Matrix-S Weight:121 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 purlins, BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24,14-16. REACTIONS. (Ib/size) 26=1224/0-5-8,12=1224/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1219/0,1-2=-1119/0,2-3-2849/0,3-4=4050/0,4-5=-4776/0, 5-6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=2848/0,10-11=-1120/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17-18=0/4988,16-17=0/4525,14-16=0/3558,13-14=0/2115 WEBS 1-25=0/1541,2-25=-1480/0,2-24=0/1091,3-24=-1054/0,3-22=0[732,4-22=-723/0, 4-20=0/459,5-20=-650/153,5-19=-244/266,11-13=0/1541,10-13=-1479/0, 10-14=0/1090,9-14=-1055/0,9-16=0/736,7-16=-701/0,7-17=0/498,6-17=-659/126, 6-18=-2251267 NOTES- 1) Unbalanced floor live loads have been considered for this design. ,'111111111111 2)All plates are MT20 plates unless otherwise indicated. ,�� S A. 3)All plates are 3x4 MT20 unless otherwise indicated. e�� vP A4e 4)The Fabrication Tolerance at joint 23=11%,joint 15=11% ��,��0•' G•E N S•• '92•�i� 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. V F•�•• 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. = No 39380 + M- 11111100 Thomas A.Albans PE N09380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is baud 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 orgy. Additional temporary and permanent bracing iVliTeW 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 713131570 15125TO F05 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:52 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-2UW PxXbtcyOMTh3MdscHzJMCthw018ADT_kYUNzpAb1 0-1-8 1-3-0 1-11-8 0718 H r Scale'=1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 15 77 16 0 T o 13 12 11 10 9 8 1.5x3 11 1.5x3 11 12-8-8 - 12-8-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-12,Edge],[113:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:69 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=679/0-5-8,7=679/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=675/0,6-7=-675/011-2=-577/0,2-3=-1311/0,3-4=-1 53510,4-5=-1311/0,5-6=-577/0 BOT CHORD 12-13=0/1078,11-12=0/1535,10-11=0/1535,9-10=0/1535,8-9=0/1078 WEBS 1-13=0/792,2-13=-745/0,2-12=0/363,3-12=-428/0,6-8=0/792,5-8=-745/0,5-9=0/363,4-9=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 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. ..%%%01 .♦ M. <e E N,3• ,9 s�i No 39380lo o s �,O��s•� oR ,oP�=�v Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 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 n,AA building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V l 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 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,r Ply 713131571 15125TO F06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:53 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-W h4nBtcVN G8D5reYBa7W W XvpSS5gQv t glNheU61 pzpAbO Scale=1:11.6 1 3x6= 21.5x3 11 31.5x3 11 41.5x3 II 5 3x4 11 0 10 9 8 7 6 3x4 11 3x4= 1.5x3 11 1.5x3 11 3x4= 1-6-12 2-10-12 4-2-12 5-4-8 1-6-12 1-4-0 1-4-0 1-1-12 Plate Offsets(X Y)-- [9:0-1-8 Edqel [10:Edge 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) rl/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 6 n1a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-P Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-4-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. eeee1,'PSe A. A fill It ONS 4 e'92 pis 0. No 39380 r'0 IZ 411 Z . e 00 C� Al— fill , Thomas A.Albanl PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 r�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 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 Cv Ply 713131572 15125TO F07 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:54 2018 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-_te9MDc88aG4i?D[kHel2kRduVl8m6rW wi DfZFzpAb? 0-1-8 I- 1-3-0 1-0-0 Scale=1:14.4 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 3x6= 1 3x6= 2 3 43x6= 5 6 7 0 m 3x4= 3x4= 13 12 10 9 S 3x4= 3x4= 3x4= 3x4 11 3x4 11 4-1-8 2-9-12 4-0-0 4 1 7.9-8 2-9-12 1-2-4 0-1- 3-8-0 0-0-0 _Plate Offsets_(X,Y)-- 19:0-1-8,Edge],[10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 8 rda n/a BCDL 5.0 Code FBC2017lTP12014 Matrix-S Weight:52 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 puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=220/0-5-8,8=195/Mechanical,11=414/0-3-8 Max Grav 14=227(LC 10),8=213(LC 7),11=428(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-11=-410/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 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. 4)CAUTION,Do not erect truss backwards. ,�,elll{1111f0///�I NS A. o No 38380 :O• •'�� °os`S�O N Ao 0%% Thomas A.Albanl"PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USF- Design SEDesign 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 aalwlng design.ays required for abliltyl anddIs to to prevente otllapse with oIndividual truss web f personal injury andrchord members property damage. For r general guidance regarding the Additional temporary and Hent bracing MiTek' 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 T13131573 15125TO FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:55 2018 Page 1 1 D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-S3CXZZdmvtOxK9oxl?9_by_mdvz4Vazf9yzD5hzpAb_ 4-1-4 7-9-8 4-1-4 3-8-4 Scale=1:14.7 3x4= 1 4x5= 22x4 11 3 THD46 5 7 4 2x4 II 4x10= 2x4 II 4-1-4 7-9-8 4-1-4 3-8-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-MP Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 6=111/0-5-8,4=616/Mechanical,5=1319/0-3-8 Max Uplift 6=-33(LC 4) Max Grav 6=121(LC 3),4=651(LC 4),5=1319(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-488/0 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 0-9-0 cc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 6. ,off S A. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X3")nails. �� ONS Ade fir strongbacks to be attached to walls at their outer ends or restrained by other means. �`��.r�•' • • 3 N •• '920 7)Use USP THD46(With 16d nails into Girder&1 Od nails into Truss)or equivalent at 6-0-4 from the left end to connect truss(es)to •• V F•••• / back face of bottom chord. IVO 39380 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard — 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 'D: it Uniform Loads(plf) -�3 411 Vert:1-3=-100,4-6=-10 O • Concentrated Loads(lb) Vert:7=-1 221(B) ii FS,••. R �ONA''1 �� Thomas A.Albans PE No.39380, MiTek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verily desl5n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 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 Indhafed 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 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 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 O;y Ply 713131574 16125TO FG02 FLOOR 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:56 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-wFmwnveOf BXnyl N7sig D89XsBl FI Eq BpOci mc8zpAaz 3-3-2 6-4-8 9-5-15 12-7-5 15-5-11 18-10-1 21-11-8 25-0-14 28-4-0 3-3-2 3-1-6 3-1-6 3-1-6 3-1 3-1-6 3-3-2 Scale:1/4"=1' 6x8= 2x4 11 2x4 11 6x8= 4x10= 1 2 3 4 5 6 7 8 9 10 LU INI� 20 19 18 17 16 15 14 13 21 22 12 11 2x4 18x10= Sx10= THD26-2 4x10= 2x4 I THD46 3-3 9-5-15 12-7-5 15-8-11 18-10-1 21-11-8 25-0-14 28-4-0 3-3-2 3-1-6 3-1.6 3-1-6 3-1-6 3-1-6 3-1-6 3 1-6 3-3-2 Plate Offsets(X,Y)-- [4:0-3-8,0-3-0),[7:0-3-8,0-3-01,[12:0-3-8,0-2-0),[14:0-5-0,0-4-81,[17:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.60 15-16 >559 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.82 15-16 >410 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.05 11 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-MS Weight:462 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1699/0-5-8,11=2228/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1565/0,1-2=-4048/0,2-3=-7205/0,3-4=-9304/0,4-5—10896/0,5-6.10896/0, 6-7=-10896/0,7-8=-10635/0,8-9=-9334/0,9-10=-5519/0,10-11=-2094/0 BOT CHORD 18-19=0/4048,17-18=0/7205,16-17=0/9499,15-16=0/10896,14-15=0/10742, 13-14=0/9334,12-13=0/5519,11-12=0/252 WEBS 1-19=0/4088,2-19=-1440/0,2-18=0/3357,3-18=-1103/0,3-17=0/2242I 4-17=-854/0, 4-16=0/2166,5-16=-338/0,7-15=-762/836,7-14=428/01 8-14=0/1391,8-13=-785/0, 9-13=0/4056,9-12=-1668/0,10-12=0/5599 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. ,,111111111 if 111 Webs connected as follows:2x4-1 row at 0-9-0 oc. `i IONS......A II 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 env . ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�� G E N,9 •• '92 0� 3)Unbalanced floor live loads have been considered for this design. V F•••. i� 4)All plates are 4x5 MT20 unless otherwise indicated. ® i 5) Required 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 NO 39380 be attached to walls at their outer ends or restrained by other means. 6)Use USP THD26-2(With 16d nails into Girder&1 Od nails into Truss)or equivalent at 22-9-0 from the left end to connect truss(es)to front face of bottom chord. CC 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 23-7-12 from the left end to connect truss(es)to Il/ front face of bottom chord. i 0 '��/ 8) Fill all nail holes where hanger is in contact with lumber. J. R R,••`G�`��,` LOAD CASES Standard ��StS \ ,% 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �,soee�N Ai e��s,� Uniform Loads(pit) Vert:1-10=-100,11-20=-10 Thomas A.Albani PE No.39380 Concentrated Loads(lb) MITek USA,Inc.FL Cert 6634 Vert:21=-641(F)22=-203(F) 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 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 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 5 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,seeANSWI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate inslilute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type c?y Ply 713131575 15125TO HJ02 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:57 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-OSKI_EfOQVfeZSyKQQCSg N32Ni mOzUJycGSJ9azpAay -1-10-10 2-9-3 1-10-10 2-9-3 Scale=1:10.5 8 3 4.24 F12 2 1 4 3x4 2-9-3 293 Plate Offsets(X,Y)-- [2:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 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[rPI2014 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=53/Mechanical,2=266/0-7-6,4=14/Mechanical Max Horz 2=81(LC 12) Max Uplift 3=-23(LC 12),2=-1 55(LC 12) Max Grav 3=53(LC 1),2=266(LC 1),4=44(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-1-11-3 to 2-3-11,Exterior(2)2-3-11 to 2-8-7 zone;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 4)Refertween the bottom chord n d any other members. girder(s)ds er(s)for truss totru sconnections. r oCJ111Ai d ASB 111111,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 3 and 155 Ib uplift at % OMP joint 2. e� � •E• ,`�Z`,• c) NSF •'�/� �; No 39380 441 Al- �C%`%` 111111111 Thomas Thomas A.Albani PE No.39380 MfTek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa R-33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE Mll-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 T Is always rregbuilding uired for an. bility antddIs to to prevent collapse vent with lIndividual truss web possible personal Injury andrproperty damage.nF r general guidance regarding the tional temporary and permanent bracing MiTek* fabrication,storage,delivery,erection and bracing of trusses and miss systems,se-eANSI/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 i QV Ply T13131576 15125TO HJ03 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:57 2018 Page 1 I D:?9jtoW xOG l OEk3C1?dBMoszBOOu-OSKI_EfOQVfeZSyKQQCSgN35oikazUJycGSJ9azpAay -1-10-10 4-2-3 1-10-10 4-2-3 Scale=1:12.9 3 d 0 4.244�2ED NAILED 8 0 N N a) 2 1 9 4 NAILED NAILED 3x4= 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress incr NO WB 0.00 Horz(CT) 0.01 2 r1/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=79/Mechanical,2=228/0-7-6,4=19/Mechanical Max Horz 2=102(LC 24) Max Uplift 3=-62(LC 8),2=-196(LC 8),4=-3(LC 17) Max GraV 3=81(LC 28),2=236(LC 28),4=52(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi 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 3,196 Ib uplift at joint 2 and 3 ib uplift at joint 4. 6)"NAILED"indicates 3-1 Did(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. �1111111/�� 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "O% APS A. A4 LOAD CASE(S) Standard XNO. ••G•E•N S+• e,9 ��♦o 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 00 •• V� F�••,L/ Uniform Loads(plf) No 39380 Vert:1-3=-60,4-5=-20 4 Concentrated Loads(lb) Vert:8=61(F=31,B=31)9=59(F=29,B=29) — r1 ♦♦♦' •O R 10 P.• 000 1ONM-e%%%` 011lrl Thomas A.Albani PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 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,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 regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 713131577 15125TO HJ05 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:58 2018 Page 1 I D:?9jto WxOG 1 OEk3Cl?dBMoszBOOu-teug BageBonVBcXW z7jhDacAt6OcixY6rwBthOzpAax 1-10-10 3-5-2 7-0-2 1-10-10 3-5-2 3-7.0 Scale=1:18.9 3 I NAILED 4.24 FIT NAILED 9 T NAILED ry m NAILED N 8 2 nn 1 10 11 4 NAILED NAILED NAILED NAILED 3x4= 7-0-2 7-0.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.10 4-7 >815 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 4-7 >476 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 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 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=170/Mechanical,2=315/0-7-6,4=69/Mechanical Max Horz 2=143(LC 8) Max Uplift 3=-106(LC 8),2=-218(LC 8) Max Grav 3=170(LC 1),2=336(LC 28),4=116(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 106 Ib uplift at joint 3 and 218 Ib uplift at joint 2. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. `{{{{19 d1/i 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``,SOPS A q��', LOADCASE(S) Standard ,�� .� .•'�G•E•NS'• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 L F•'•• �� Uniform Loads(plf) 4 NO 39380 Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=61(F=31,B=31)10=59(F=29,B=29)11=-2(F=-1,B=-1) _ rv-► e 111{{ Thomas A.Albans PE No.39380 MfTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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'ek• 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 truss systems,seeANSI/TPil Quality Criteria,DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from TRM Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply 713131578 15125TO HJ07 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:38:59 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-LgR2PwgGy6vMpm6iXrEwlo9KKW HjRHSF4axQDTzpAaw -1-10-105-0-0 9-10-1 1-10-10 5-0-0 4-10-1 Scale=1:21.5 4 NAILED 2.83 F12 NAILED 13 NAILED 21x4 zz NAILED 3 12 p 0 1 NAILED 14 15 6 NAILED NAILED 3x6 NAILED 3xq-NAILED NAILED 5 U0-4-4, 9-10-1 1 9-5.13 Plate Offsets(X,Y)-- J2:0-4-14,0-1-8],[6:0-4-5,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.35 6-11 >334 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.44 6-11 >267 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 6 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=151/Mechanical,6=311/Mechanical,2=526/0-8-6 Max Horz 2=138(LC 20) Max Uplift 4=94(LC 4),6=-227(LC 4),2=-455(LC 4) Max Grav 4=151(LC 1),6=315(LC 3),2=526(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-919/546 BOT CHORD 2-6=-618/892 WEBS 3-6=-914/633 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch 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 ,off S A. Will fit between the bottom chord and any other members. e`% \v,P_ '44e 5)Refer to girder(s)for truss to truss connections. 'ONS GENS. '9 eee 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 ib uplift at joint 4,227 Ib uplift at joint ��_ '� •• �� F �•2/ e 6 and 465 lb uplift at joint 2. NO 393$0 '= 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 ='0 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 [(/ Uniform Loads(pif) �Q •�C(/ Vert:1-4=-60,5-7=-20 i�eT Concentrated Loads(lb) eeFSi' .,0 R Vert:11=62(F=31,B=31)13=-72(F=-36,B=-36)14=-12(F=-6,B=-6)15=-66(F=-33,B=-33) Al- ,ThomThomas as A.Albani PE No.39380 Mrrek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIlEKREFERANCE PAGE M11-7473 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 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 trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i, Qty Ply T13131579 15125TO HJ27 Diagonal Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:00 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-pl?QcGhujQ1 DQwgv5Y191?hUWwcRAmcO1Eg_mvzpAav -1-10-10 5-0-0 9-10-1 1-10-10 5-0-0 4-10-1 4 Scale=1:23.3 NAILED NAILED 12 4.24 F12 NAILED 2x4 NAILED 3 11 NAILED NAILED 10 2 11 1 13 14 15 6 NAILED NAILED NAILED 5 3x6 NAILED NAILED NAILED 3x4= 9-10-1 9-10-1 Plate Offsets(X,Y)-- [2:0-3-1,0-1-81 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) -0.28 6-9 >421 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.52 6-9 >223 180 BCLL 0.0 Rep Stress incr NO WB 0.35 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:41 Ib 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.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=142/Mechanical,2=457/0-7-6,6=326/Mechanical Max Horz 2=184(LC 8) Max Uplift 4=-100(LC 8),2=-233(LC 8),6=-51(LC 8) Max Grav 4=142(LC 1),2=489(LC 28),6=332(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-672/209 BOT CHORD 2-6=-290/608 WEBS 3-6=-644/308 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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. eei111111111111 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 N% ..1� S A. �� will fit between the bottom chord and any other members. �v%0\ .••••••Ade �000 5)Refer to girder(s)for truss to truss connections. ,e�� G E N,3••.'Q� io 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint 4,233 Ib uplift at •• L F ••• joint 2 and 51 Ib uplift at joint s. No 39380 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 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 "0 %fr Z 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25F t1/ o -Z Uniform Loads(pIf) 0 O Vert:1-4=-60,5-7=-20 041�'• Q P;• �� Concentrated Loads(lb) oo�s••..0 R X Vert:10=58(F=29,B=29)12=-75(F=-37,13-37)13=62(F=31,B=31)14=-8(F=-4,B=-4)15=-63(F=-31,B=-31) Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 ®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 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 OJy Ply 713131580 15125TO J01 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:01 2018 Page 1 I D:?9jtoWxOGi OEk3Cl?dBMoszBOOu-HDZpgciXUj9424F5fFGOrDEpzJ8jvllYXuOXILzpAau -1-4-0 0-10-15 J 1-4-0 0-10-15 Scale=1:5.9 3 4.00 F122 a 1 1 4 2x4= 0-3-0 0-10-15 0-3-0 0-7-15 Plate Offsets(X,Y)-- I2:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=-3 1/Mechanical,2=182/0-3-8 Max Harz 2=41(LC 12) Max Uplift 4=-31(LC 1),2=-140(LC 12) Max Grav 4=50(LC 12),2=182(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;porch 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 31 Ib uplift at joint 4 and 140 Ib uplift at joint 2. %%%% NSA '1 •' %G•E10 •NS• No 39380 * a :sO��s• • 0 R 10 '"110 0 111 N A;`t" e o� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 A WARNING-Verity 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 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/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 aty Ply 713131581 15125TO J02 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:01 2018 Page 1 I D:?9jtoW xOG1 OEk3C1?d BMoszBOOu-HDZpgciXUj9424F5fFGOrDEpaJ7mvl IYXuQXI LzpAau -1-4-03-0-0 1-4-0 3-0-0 Scale=1:13.2 3 I 6.00 12 B 0 6 N r 2 1 4 3x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=70/Mechanical,2=221/0-5-8,4=28/Mechanical Max Horz 2=103(LC 12) Max Uplift 3=-43(LC 12),2=102(LC 12) Max Grav 3=70(LC 17),2=221(LC 1),4=52(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-11-4 zone;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 tali 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 43 Ib uplift at joint 3 and 102 Ib uplift at joint 2. `% 0 . A. e� .r. • C,•E No 39380 A%- Thomas A.Alban[PE No:39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 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 property incorporate this design Into the overall building lays rrequired or an. bilitylcaniddIs to top event collapsvent eng withfposssibl Individual Injury andrchord members property damage.nF r general gltemporary and uidancce regarding the Hent bracing iviiTek' 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 O1•y Ply 713131582 15125TO J03 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:02 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-IP7B1yj9F1 HxgDgHCzndNOn—jjTmelYhmY94gnzpAat -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:9.3 3 4.00 12 8 rn cn so 2 0 j 1 4 3x4= 3-0 2-10-15 0- 0O 23 0 2-7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=62/Mechanical,4=32/Mechanical,2=217/0-3-8 Max Horz 2=67(LC 12) Max Uplift 3=-36(LC 12),4=-25(LC 9),2=-154(LC 12) Max Grav 3=62(LC 1),4=48(LC 3),2=217(LC 1) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 2-10-3 zone;porch 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 3,25 Ib uplift at joint 4 and 154 Ib uplift at joint 2. ````111111 AI1111 %%*. , �i No 39380 slO N Ai`�, n11n Thomas A.Albanf PE No.39380 Mrrek USA,Inc.IL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 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,Alexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type Obj Ply 713131563 15125TO J04 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:03 2018 Page 1 ID:?9jtoWxOG10Ek3Cl?dBMoszBOOu-DchZFljnOLPoHNPTmglsweJ6S7mW NBor?CveMEzpAas 4-5-7 4-5-7 Scale=1:12.6 2 4.00 Ft2 7 rn n 1 3 2x4= 4-5-7 4-5-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 3-6 >837 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=176/0-5-8,2=118/Mechanical,3=58/Mechanical Max Horz 1=60(LC 12) Max Uplift 1=-96(LC 12),2=-73(LC 12),3=-48(LC 12) Max Grav 1=176(LC 1),2=118(LC 1),3=82(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-4-11 zone;porch 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 96 Ib uplift at joint 1,73 Ib uplift at joint 2 and 48 Ib uplift at joint 3. ,,,,�,iPS All q��--,, `' i No 39380 T -13 .-iO��s.< O R1OP�\=Cv 11#111111000%%O N A Thomas A.Albani PE No.39380 Mffek USA,Inc,R Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: February 2,2018 0 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 n i� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeka 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.Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply 713131584 15125TO J05 Corner Jack 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:03 2018 Page 1 I D:?9jtoW xOG 10Ek3Cl?d BMoszB0Ou-DchZFIjnOLPoHN PTmglsweJ6s71g N Bor?CveM EzpAas -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:12.6 3 4.00 F12 8 2 1 4 3x4= 0-3-0 4-10-15 0-3-0 4-7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.08 4-7 >686 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.07 4-7 >834 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=121/Mechanical,4=61/Mechanical,2=289/0-3-8 Max Horz 2=95(LC 12) Max Uplift 3=73(LC 12),4=-47(LC 12),2=-191(LC 12) Max Grav 3=121(LC 1),4=87(LC 3),2=289(LC 1) 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=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 4-10-3 zone;porch left and Fight 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 73 Ib uplift at joint 3,47 Ib uplift at joint 4 and 191 Ib uplift at joint 2. `�{1111►f,�� .��MNS A. `� O No 39380o 10 ®O 441.: r►Inl Thomas A.Albani PE No.39380 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-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 sysiern.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 fabricatiom 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 Trrrss Plate Insfilute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type qty Ply T13131585 15125TO J07 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:04 2018 Page 1 1 D:?9jto WxOG 1 OEk3Cl?dBMoszBOOu-hoFxSekPneXfvX_gKOg5SrsBTX?K6e2_DseBvgzpAar -1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:16.2 3 4.00 12 9 N r N 8 `� 2 1 4 3x4= q-3-q 7-0-0 b-3- 6-9-0 Plate Offsets(X,Y)-- [2:0-1-2,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 0.76 Vert(LL) 0.34 4-7 >248 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.27 4-7 >309 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=180/Mechanical,4=89/Mechanical,2=368/0-3-8 Max Horz 2=123(LC 12) Max Uplift 3=-109(LC 12),4=-70(LC 12),2=-234(LC 12) Max Grav 3=180(LC 1),4=127(LC 3),2=368(LC 1) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 6-11-4 zone;porch 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 109 Ib uplift at joint 3,70 Ib uplift at joint `,e{I{{{ ►f rTe�� 4 and 234 Ib uplift at joint 2. A. , �^^PS q �I�� % No 39380 � � r �-L ry. r o r I ` do % tO N A t�� % cif{{{ Thomas A.Albanf PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-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 info 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 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 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,Alexanci to,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q'ty Ply T13131586 15125TO J11 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:04 2018 Page 1 I D:?9jto W xOG1 OEk3C I?d BMoszBOOu-hoFxSekPneXfvX_g KOg5SrsKgXA?6e2_DseBvgzpAar -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:7.9 3 6.00 12 2 0 n r- 0 1 4 3x4= 0-10-15 0-10-15 Plate Offsets(X,Y)-- [2:0-0-0,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:6lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=-9/Mechanical,2=185/0-5-8,4=-20/Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-9(LC 1),2=-134(LC 12),4=20(LC 1) Max Grav 3=14(LC 12),2=185(LC 1),4=28(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;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. CJ A A�e I�I�,, 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 Ib uplift at joint 3,134 Ib uplift at joint 2 % 0 and 20 Ib uplift at joint 4. e`,�•Z` G•E•N 8 .'9 i� No 39380 >k - -t7: C A%- Thomas -Thomas A.Albanl PE ND.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.1 ttfowors 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 property 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 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 T13131587 15125TO J12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:05 2018 Page 1 I D:?9jto W xOG 1 OEk3C1?dBMoszBOOu-9_pJf_I1 YyfW XhZsu5LK?30 W 3xV_f5H8SW OkR6zpAaq 3-0.0 3-0-0 Scale=1:13.2 2 I 6.00 F12 to 0 N n 1 3 3x4= 3-0-0 3-0-0 —� 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 0.13 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 3-6 >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/TPI2014 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=117/0-5-8,2=79/Mechanical,3=38/Mechanical Max Horz 1=60(LC 12) Max Uplift 1=-11(LC 12),2=52(LC 12) Max Grav 1=117(LC 1),2=79(LC 1),3=55(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;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. Refer to truss to truss 5)Provide medchanicalrconnection b others)oftruss to bearing late capable of withstanding 11 Ib uplift at joint 1 and 52Ib uplift at ��',�""�,'�� joint 2. ( Y ) 9 P P 9 P 1 P %. 0 , MPS A. ASB No 39380 * s =-t3 • sus, O R`O. \ ,,e. ""fill fill, 1yinlnll, Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 MITek0 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 Bracing tdof Individual truss web and/or chord sNgeneral Hent bracing M iTe k• alys rrequred for s bilityndto pre nt collapsevvAh possible personal Injury andproperly damage. Fr guidacce 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 Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Otv Ply T13131588 15125TO J13 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:06 2018 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBOOu-eBMitJmfJGnN8r82RpsZYGxtKKr1 aYXHhA71zzzpAap -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:12.9 3 6.00 12 8 2 1 4 3x4= 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (tor) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hbrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=67/Mechanical,2=218/0-5-8,4=26/Mechanical Max Horz 2=102(LC 12) Max Uplift 3=-41(LC 12),2=102(LC 12) Max Grav 3=68(LC 17),2=218(LC 1),4=50(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25ft B=45fh L=24fh eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-10-3 zone;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 41 Ib uplift at joint 3 and 102 Ib uplift at joint 2. `0111 1 1 1 1 11111�✓ A O •• •E• S •� °moi No 39380 10 010 . Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verily 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 verity the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing Indicated Is to prevent buckling of individud 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 Qy Ply 713131589 15125TO J14 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:07 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-6Nw44fnH4ZvEm?jF?W No4TUg4kCsJ?nQvgtrV?zpAao -1-4-0 2-0-0 1-4-0 2-0-0 Scale=1:10.6 3 8 6.00 12 2 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=39/Mechanical,2=193/0-5-8,4=11/Mechanical Max Horz 2=84(LC 12) Max Uplift 3=-22(LC 12),2=-106(LC 12) Max Grav 3=41(LC 17),2=193(LC 1),4=32(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 1-11-14 zone;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. er to 5) Provide mechanicalrcornnection b connections. truss to bearing late capable of withstanding 22 Ib uplift at joint 3 and 106 Ib uplift at A PS,/�"q� ( Y ) 9 P P 9 P 1 P \v, joint 2. w� e o No 39380 . C)'. .X40 0 N A1-�` ►onn+ Thomas A.Albans PE No.39380 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev.10/032015 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 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 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 in=systems.seeANSI/TPIl 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 ON Ply T13131590 15125TO J15 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:07 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-6Nw44fnH4ZvEm?j F?W No4TUmNk76J?nQvgtrV?zpAao 5-0-0 5-0-0 Scale 1:18.1 2 6.00 F,2 8 _o ur o n c) N 7 1 3 4x5= 5-0-0 5-0-0 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) 0.05 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 3-6 >955 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=198/0-5-8,2=134/Mechanical,3=64/Mechanical Max Horz 1=101(LC 12) Max Uplift 1=-22(LC 12),2—87(LC 12) Max Grav 1=198(LC 1),2=134(LC 1),3=93(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;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. fer to truss to truss 5)Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 22 Ib uplift at joint 1 and 87 Ib uplift at ,,�� joint 2. ( Y ) 9 P P 9 P 1 P `,,%OMPS• /�, 44 .``,�'r •' \GENS• •'9,L i� No 39380 • Ai� *6C?�. Thomas A.Albanl PE N09380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® 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 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 l�/� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing 6VdiTek' 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. Tempa,FL 33610 Job Truss Truss Type , ov Ply T13131591 15125TO J21 Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:08 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-aZUSI?nwrtl4O81 RZEu 1 dhO?p8X92S1 a8UcP2RzpAan -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:7.6 3 6.00 F12 2 4 1 2x4= 0-10-15 0-10-15 Plate Offsets(X,Y)-- 12:0-4-0,0-0-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >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:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 3=-7/Mechanical,2=185/0-5-8,4=-22/Mechanical Max Harz 2=62(LC 12) Max Uplift 3=-7(LC 1),2=148(LC 12),4=-22(LC 1) Max Grav 3=19(LC 12),2=185(LC 1),4=38(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCD L=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 7 Ib uplift at joint 3,148 Ib uplift at joint 2 11111 1111111 and 22 Ib uplift at joint 4. ,,MPS A, A4 11J�' No 39380 -o c . OR XV S C?% 11 N Al- 1111111 � Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 balding design. Bracing Indicated is to prevent buckling of Individual truss web aril/or chord members only.Addillonal 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 Qty Ply 713131592 15125TO J23 Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:08 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-aZUSI?nwrtl4O81RZEu 1 dhO?p8 W V2S 1 a8UcP2RzpAan -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:12.6 3 6.00 12 8 m 0 u> 2 4 i 2x4= 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=64/Mechanical,2=218/0-5-8,4=29/Mechanical Max Horz 2=102(LC 12) Max Uplift 3=-34(LC 12),2=-11O(LC 12) Max Grav 3=64(LC 17),2=218(LC 1),4=49(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-10-3 zone;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 34 lb uplift at joint 3 and 110 Ib uplift at joint 2. No 39380 � * r zr do � r �rrinl Thomas A.Albanl PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 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 fabricailon,storage,delivery,erection and bracing of trusses and buss 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 c1ty Ply T13131593 15125TO J25 Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:09 2018 Page 1 I D:?9jto WxOG 1 OEk3C I?dBMoszBOOu-2m2gVLoYcB9x?lsd7xPG9uZ87YpVnvHjNBMyauzpAam 1-4-0 4-10-15 4 1- .0 4-10-15 Scale=1:17.6 3 6.00 F12 o B N N 2 4 1 3x4= 4-10-15 4-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-7 >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/TTP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=122/Mechanical,2=290/0-5-8,4=60/Mechanical Max Harz 2=143(LC 12) Max Uplift 3=73(LC 12),2=-1 1 l(LC 12) Max Grav 3=122(LC 1),2=290(LC 1),4=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-10-3 zone;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.Ops1 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 73 Ib uplift at joint 3 and 111 Ib uplift at joint 2. {{{1111►�� No 39380 ♦ Thomas A.Alhani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MI1-7473 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 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. Tempa,FL 33610 Job Truss Truss Type Ojy Ply T13131594 15125TO J27 Jack-Open 22 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:09 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-2m2gVLoYcB9x?lsd7xPG9uZ2GYITnvHj N8MyauzpAam 1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:23.3 3 6.00 FIT m m 0 9 $ m m B 2 1 3x4= 4 7-0-0 r 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.14 4-7 >607 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.23 4-7 >363 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix-MP Weight:24 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 3=181/Mechanical,2=370/0-5-8,4=88/Mechanical Max Harz 2=185(LC 12) Max Uplift 3=-111(LC 12),2=-118(LC 12) Max Grav 3=181(LC 1),2=370(LC 1),4=129(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25ft;6=45ft;L=24fh eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 6-11-4 zone;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 111 Ib uplift at joint 3 and 118 Ib uplift at joint 2. ,0P1CJ1 t A.1111ee,11 % GN,�E ..,•2, 0. No 39380 � r ®� • cc z r ?� F • (1✓ doR.O' °ice• .< Q P'�� Sittig 00% Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND tArMUDED MITEK REFERANCE PAGE Am-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 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 Suife 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 713131595 15125TO T01 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:11 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-_BAbwl go7oPfFcOOEMSkFJeLaLNjFdCOgSr3emzpAak -1-4-0 4-7-7 7-0-0 10-7-8 14-4-12 18-0-4 21-9-8 24-2-1 28-1-4 1-4-0 4-7-7 2-4-9 3-7-8 3-9-4 3-7-8 3-9-4 2-4-9 3-11-3 Scale=1:49.3 NAILED 7x14 MT20HS= NAILED NAILED NAILED Special 4x5= 2x4 11 4x5= 7x14 MT20HS NAILED 12 Special NAILED NAILED NAILED 2x4 \ 4 22 5 23 24 6 25 26 277 28 8 2x4 i 3 9 t2 1N 2 0 I� 1 6 o 15 29 1430 31 13 32 33 3412 35 11 410= 45= NAILED 4x5= 7x14 MT20HS= 45 NAILED 4x5= 7x10= Special NAILED NAILED NAILED NAILED Special NAILED 00123120 3-0 7-0-0 10-7-8 14-4-12 18-0-4 21-9-8 28-1-4 0-3-0 6-9-0 3-7-8 3-9-4 3-7-5 3-9-4 6-3-12 Plate Offsets(X Y)-- [2:0-0-3 Edge] [10:0-8-8,0-0-81,[10.0-0-9 Edge] [10:0-0-12,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.87 13-14 >390 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.95 13-14 >356 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins. 1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-2 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 10=2356/0-2-12,2=2375/0-3-8 Max Horz 2=46(LC 7) Max Uplift 10=-1551(LC 8),2=-1580(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6453/4236,3-4=-6282/4190,4-5=-7423/4954,5-6=-7960/5312,6-7=-7960/5312, 7-8=-7307/4882,8-9=-5864/3916,9-10=-5691/3757 BOT CHORD 2-15=3981/6079,14-15=-3882/5915,13-14=-4868/7423,12-13=-4795/7307, 11-12=-3659/5571,10-11=-3467/5280 WEBS 4-15=-412/618,8-11=-160/308,8-12=-1358/2111,4-14=-1178/1847,7-12=-889/537, 5-14=-800/478,7-13=-514/803,5-13=-444/674,6-13=-523/310,3-15=-255/205, 9-11=-403/502 ��p,se A"g11'0 . NOTES- �� `"' 1)2x4 SP SS bearing block 12"long at jt.10 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total e,��O• GENS' . fasteners.Bearing is assumed to be SP No.2. 2)Unbalanced roof live loads have been considered for this design. No 39380 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=28ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. s 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. <C/ 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. ✓s,T 0 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1551 Ib uplift at joint 10 and 1580 Ib �PS►S•.0 R .• `(zN 9)NIAILED"ift at !indicates3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ®B��O N M_ 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 Ib down and 252 Ib up at 'If 11 1 1 1®1'® 7-0-0,and 233 Ib down and 252 Ib up at 21-9-8 on top chord,and 352 Ib down and 277 Ib up at 7-0-0,and 352 Ib down and 277 Ib Thomas A.Albani PE No.39380 up at 21-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. MITek.USA,Inc.FL Cert 6634 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904.Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERAMCE PAGE Mit-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 bracing inn 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 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 Oly Ply T13131595 15125TO T01 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:11 2018 Page 2 ID:?9jtoWx0G10Ek3Cl?dBMoszB0Ou-_BAbwl go7oPfFc00EMSkFJeLaLNjFdCOgSr3emzpAak LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-8=-60,8-10=-60,16-19=-20 Concentrated Loads(lb) Vert:8=-1 86(B)15=-352(B)11=-352(B)4=-186(B)22=-120(B)23=-1 20(B)24=-120(B)25=-120(B)26=-120(B)27=-1 20(B)28=-120(B)29=-69(B)30=-69(B) 31=-69(B)32=-69(B)33=-69(B)34=-69(B)35=-69(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--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 property 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 M!Tek° Is always required for stabfiity 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 Truss Truss Type Oly Ply T13131596 15125TO T02 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:12 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?d BMoszBOOu-SKkz7NgQu6YW smbCo3zznXBZelki_5GA35acBCzpAaj -1-4-0 3-0-0 9-10-14 16-9-12 1-4-0 3-0-0 6-10-14 6-10-14 Scale=1:30.6 Special 6x6 11 NAILED NAILED NAILED 4x5= NAILED NAILED NAILED 4x6= 6.00 12 3 12 13 14 15 4 16 17 18 5 2 �1 B 19 20 21 7 22 23 24 6 4x5= 4x5= NAILED NAILED NAILED 7x10 NAILED NAILED NAILED 3x4 II Special 3-0-0 9-10-14 16-9-12 3-0.0 6-10-14 6-10-14 Plate Offsets(X,Y)-- [5:0-2-12.0-2-0],[7:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.22 7-8 >889 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=749/0-2-12,2=818/0-5-8 Max Horz 2=105(LC 8) Max Uplift 6=-278(LC 5),2=-286(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1263/416,3-4=-1112/389,4-5=-18631683,5-6=-666/306 BOT CHORD 2-8=-389/1088,7-8=-705/1887 WEBS 3-8=0/371,4-8=-808/327,4-7=-298/265,5-7=-667/1819 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. `elllll 1111 j1�' 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 ��•P O e ., will fit between the bottom chord and any other members. ♦ E N 'Q 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. .��,•'�\C' S�:°.•�j/ 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 Ib uplift at joint 6 and 286 lb uplift at N O 39380 s joint 2. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(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)156 Ib down and 138 lb up at _ 3-0-0 on top chord,and 59 Ib down and 13 Ib up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the "O responsibility of others. 4u Z. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 % LOAD CASE(S) Standard ro✓,�s'<,� R,�••`�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �Ir lS� ••• '�\ �% Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-9=-20 A ►11 Concentrated Loads(lb) Thomas A.Albanl PE No.39380 Vert:3=-15(F)8=-10(F)13=-1 O(F)14=-1 O(F)15=-1 O(F)16=-1 O(F)17=-1 O(F)18=-19(F)19=-8(F)20=-8(F)21=-8(F)22=-8(F) MiTek USA,Inc.FL Cert 6634 23=-8(F)24=-18(F) 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 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/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 , Otty Ply T13131597 15125TO T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:13 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-wXILLjr2fPgNUwAOMnUCKkidS91 ujVnJIIKAjfzpAai 1-4-0 4-0-0 7-7-8 10-10-0 1011-8 13-9-4 16-0-12 16-10-8 1-4-0 4-0-0 3-7-8 3-2-8 0- -8 2-9-12 2--5:8 0-9-12 Scale=1:31.3 7x10 4x5= 2x4 11 3 PO 4 5 6.00 12 2x4 11 2x4 11 7x10= 7 5x6= 9 19 0 18 4 O N 0 2 D di °J 14 13 12 11 10 45— 2x4 11 8x12= 3x4 II 4x10= 45— 4-0-07-7-8 10-11-8 13-9-4 16-10-8 4-0-0 3-7-8 3-4-0 2.9-12 3-1-4 Plate Offsets(X,Y)-- [2:0-0-0,0-1-6],[3:0-4-8,0-2-0],16:0-3-8,0-3-0],[8:0-2-0,0-2-81,[10:0-2-0,0-2-01,[11:0-2-8,0-2-0],[13:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.15 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.24 12-13 >823 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 10-13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 10=4481/0-3-8,2=1594/0-5-8 Max Harz 2=125(LC 12) Max Uplift 10=149(LC 9),2=-64(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2488/191,3-4=-3515/207,4-5=-412/16,6-7=5893/7,7-8=-5893/7 BOTCHORD 2-14=-243/2112,13-14=-241/2106,12-13=-235/7095,11-12.235/7553,10-11=-155/2447 WEBS 3-13=-19/1744,4-13=0/709,4-6=-3281/202,6-13=-3848/0,6-11=-I 783/245, 7-11=-1184/0,8-11=0/3896,8-10=-4834/316 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `111111111111111 Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 00 Webs connected as follows:2x4-1 row at 0-9-0 oc. �� .r G•E•N S'• '9 1 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to •••V� F�••,L� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. : N O 39380 3) Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft eave=4ft Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-0-0,Exterior(2)4-0-0 to — 7-0-0,Interlor(1)10-8-4 to 16-8-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip '0 DOL=1.60 F W 5)Provide adequate drainage to prevent water ponding. 0 0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61 '�� 0R 1 Q•Q;•'�_,�� 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 �j • . •, `� will fit between the bottom chord and any other members. ooSSS• •�` �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 10 and 641b uplift at .011 0NA�11111, joint 2. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such Thomas A.Alban!PE No.39380 connection device(s)is the responsibility of others. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I1--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 Mek' 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 Crilerla,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 Qly Ply T13131597 15125TO T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:14 2018 Page 2 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-PjrjY2sgQjoE631bvU?RsyGgBZM7Sy1 SW P3jF5zpAah LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-370,10-15=-1 0 Concentrated Loads(lb) Vert:8=-2012 21=-450 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-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 properly Incorporate this design Into the overall buiIs alwiaayys required for stability ntddIs to prevent to prevent collapse buckling of (Individual truss possible personal Injuryndrchord propperty damage.nF r general guidaAdditional n ce orary and ce regarding the permanent brining MBTek' fabrication,storage,delivery,erection and bracing of 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,Suite 312,Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type , Qty Ply T13131598 15125TO T07 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:14 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-PjrjY2sgQjoE631bvU?RsyGsDZPJS_wSW P3jF5zpAah 1-4-0 5-8-4 10-10-0 10-11-B 13-10-4 16-10-8 1-4-0 5-6-4 5-1-12 0- -8 2-10-12 3-0-4 Scale=1:31.0 7x10 4x5 II 3 17 18 4 6.00 12 2x4 11 5x6= 16 8x12= 6 7 v 15 m R 2 �1 11 10 9 5x6— 7x14 MT20HS= 4x5= 5x12= 2x4 11 5-8-4 10-11-8 13-10-4 16-10-8 5-8-4 5-3-4 2-10-12 3-0-4 Plate Offsets(X,Y)-- [2:0-0-0,0-1-101,F3:0-4-4,0-2-01,[4:Edge,0-3-81,[5:0-6-8,Edge],[7:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.33 10-11 >600 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.06 8 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-MS Weight:89 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, 1-3:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-11:2x4 SP SS WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3`Except` 4-10:2x4 SP No.1,5-9,7-9:2X4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=1305/0-3-8,2=1278/0-5-8 Max Horz 2=178(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1856/0,3-4=-309/0,4-5=-292/62,5-6=-2723/0,6-7=-2723/0,7-8=-1 255/0 BOT CHORD 2-11=0/1530,10-11=0/4322,9-10=0/4692 WEBS 3-11=0/768,3-5=-1 378/0,5-11=2804/0,5-9=-2122/0,6-9=-315/91,7-9=0/2857 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=5.Opsf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4ft Cat. p,S A. A��si II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 5-8-4,Exterior(2)5-8-4 to 0� `v`• �e 8-8-4,Interior(1)10-10-0 to 16-8-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip G E•N s+'•.'9 moi' DOL=1.60 `ee V� F ••,L/ 3) Provide adequate drainage to prevent water ponding. a No 39380 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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building o-53 ((/ designer must review loads to verify that they are correct for the intended use of this truss. 0 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOA DeDad A+Ro(of)Live( `0�,` (balanced):Lumber Increase=1.00,Plate Increase=1.00 SI� ,�� ,s Uniform Loads(plf) 11/111111{{ Vert:1-3=-100,3-4=-100,5-7=-100,8-12=-10 Thomas A.Alban!PE No.39380 Concentrated Loads(lb) MITek USA,Inc.FL Cert 6634 Vert:5=-618 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MR-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.Additlonal 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 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 T13131598 15125TO T07 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:14 2018 Page 2 ID:?9jtoWxOG10Ek3Cl?dBMoszB00u-PjrjY2sgQjoE631bvU?RsyGsDZPJS_wSW P3jF5zpAah LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-4=-80,5-7=-80,8-12=-10 Concentrated Loads(lb) Vert:5=-618 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-4=-20,5-7=-20,8-12=-30 Concentrated Loads(lb) Vert:5=-618 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=58,2-15=33,3-15=20,3-18=30,4-18=23,4-5=40,5-7=23,8-12=-6 Horz:1-2=-68,2-15=-43,3-15=-30,4-5=-40 Concentrated Loads(lb) Vert:5=-618 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=15,2-16=20,3-16=33,3-17=23,4-17=30,4-5=40,5-6=23,6-7=30,8-12=-6 Horz:1-2=-25,2-16=-30,3-16=-43,4-5=-40 Concentrated Loads(lb) Vert:5=-618 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-35,3-4=-32,4-5=-37,5-7=-32,8-12=-10 Horz:1-2=-9,2-3=15,4-5=37 Concentrated Loads(lb) Vert:5=-61 B 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-29,2-3=-35,3-4=-32,4-5=-37,5-7=-32,8-12=-10 Horz:1-2=9,2-3=15,4-5=37 Concentrated Loads(lb) Vert:5=-618 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=21,2-3=6,3-4=28,4-5=11,5-7=13,8-12=-6 Horz:1-2=-31,2-3=-16,4-5=-11 Concentrated Loads(lb) Vert:5=-618 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=28,4-5=26,5-7=28,8-12=-6 Horz:1-2=-15,2-3=-20,4-5=-26 Concentrated Loads(Ib) Vert:5=-618 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-3=-27,3-4=-21,4-5=-31,5-7=-21,8-12=-10 Horz:1-2=2,2-3=7,4-5=31 Concentrated Loads(lb) Vert:5=-618 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-3=-10,3-4=-21,4-5=4,5-7=-21,8-12=-10 Horz:1-2=-15,2-3=-1 0,4-5=-4 Concentrated Loads(lb) Vert:5=-618 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=34,2-3=19,3-4=19,4-5=34,5-7=19,8-12=-6 Horz:1-2=-44,2-3=-29,4-5=-34 Concentrated Loads(lb) Vert:5=-618 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=8,3-4=8,4-5=24,5-7=8,8-12=-6 Horz:1-2=-33,2-3=-18,4-5=-24 Concentrated Loads(lb) Vert:5=-618 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-3=-21,3-4=-21,4-5=-6,5-7=-21,8-12=-10 Horz:1-2=-4,2-3=1,4-5=6 Concentrated Loads(lb) Vert:5=-618 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE M11-7473rev.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 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 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/TPI1 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 , gty, Ply T13131598 15125TO T07 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:14 2018 Page 3 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-PjrjY2sgQjoE631 bvU?RsyGsDZPJS_wSW P3jF5zpAah LOAD CASE(S) Standard 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-3=-21,3-4=-21,4-5=-6,5-7=-21,8-12=-10 Horz:1-2=-4,2-3=1,4-5=6 Concentrated Loads(lb) Vert:5=-618 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,3-4=-20,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 17)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:1-2=-81,2-3=-85,3-4=-81,4-5=-23,5-7=-81,8-12=-10 Horz:1-2=1,2-3=5,4-5=23 Concentrated Loads(lb) Vert:5=-618 18)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:1-2=-69,2-3=-73,3-4=-81,4-5=3,5-7=-81,8-12=-10 Horz:1-2=-11,2-3=-7,4-5=-3 Concentrated Loads(lb) Vert:5=-618 19)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:1-2=-77,2-3=-81,3-4=-81,4-5=-5,5-7=-81,8-12=-10 Horz:1-2=-3,2-3=1,4-5=5 Concentrated Loads(lb) Vert:5=-618 20)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:1-2=-77,2-3=-81,3-4=-81,4-5=-5,5-7=-81,8-12=-1 0 Horz:1-2=-3,2-3=1,4-5=5 Concentrated Loads(lb) Vert:5=-618 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-4=-100,5-7=-100,8-12=-10 Concentrated Loads(lb) Vert:5=-618 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-4=-80,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-4=-80,5-7=-80,8-12=-10 Concentrated Loads(lb) Vert:5=-618 ®WARNING-Verify des19n parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO-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 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 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 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 T13131599 15125TO T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:15 2018 Page 1 I D:?gjto W xO G I O Ek3C I?d B M oszBOOu-tvP5 mOtJ B l w5j D KnTC W g P9p 7_zIYBQ?cl3 pGnxzpAag 1-4-0 5-10-0 7-8-4 10-10-0 10-11.8 13-10-4 16-10-8 1-4-0 5-10-0 1-10-4 3-1-12 0- -8 2-10-12 3-0-4 Scale=1:30.8 3x6= 3x4 II 4 5 4x5 i 3 6.00 12 17 N 2x4 11 5x6= 4 8x12= 4 7 8 16 0 2 1, El Li � 12 11 10 5x6— 7x14 MT20HS= 4x5= 5x12= 2x4 I I 5-10-0 13-10-4 16-10-8 5-10-0 8-0-4 3-0-4 Plate Offsets(X,Y)-- [2:0-0-0,0-1-10],[4:0-3-0,0-2-0],16:0-5-12,Edge],[8:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.34 11-12 >585 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:91 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-12:2x4 SP SS WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3*Except* 5-11,6-10,8-10:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=1305/0-3-8,2=1278/0-5-8 Max Horz 2=241(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1873/0,3-4=-257/0,6-7=-2723/0,7-8=-2723/0,8-9=-1256/0 BOT CHORD 2-12=0/1551,11-12=0/4430,10-11=0/4692 WEBS 3-12=0/790,6-12=-2929/0,3-6=-1553/0,6-10=-2121/0,7-10=-313/93,8-10=0/2857 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=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. q q ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 7-8-4,Exterior(2)7-8-4 to `� \�+• �e 10-8-4,Interior(1)10-10-0 to 16-8-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate �� .�� '•G•E•N&. grip DOL=1.60 V` 3) Provide adequate drainage to prevent water ponding. No 39380 lo 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. s 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. b 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building 14/ designer must review loads to verify that they are correct for the intended use of this truss. •. <(/e 8)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'ex� O R X'0 Q•Q;•'��,�� DeLOADad A+Ro(of) Sndard Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 eIS'rO N A Uniform Loads(plf) //Il1111 Vert:1-4=-100,4-5=-100,6-8=-100,9-13=-1 0 Thomas A.Albani PE No.39380 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:6=-618 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-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 buliding 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 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 City Ply 713131599 15125TO TOB Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:15 2018 Page 2 ID:?9jtoWxOG1 OEk3CI?dBMoszBOOu-tvP5mOtJB1 w5jDKnTCW gP9p1_zIYBQ?cl3pGnXzpAag LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-80,4-5=-80,6-8=-80,9-13=-10 Concentrated Loads(lb) Vert:6=-618 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-20,4-5=-20,6-8=-20,9-13=-30 Concentrated Loads(lb) Vert:6=-618 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=58,2-16=33,4-16=20,4-5=30,5-6=40,6-8=23,9-13=-6 Horz:1-2=-68,2-16=-43,4-16=-30,5-6=-40 Concentrated Loads(lb) Vert:6=-618 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=15,2-17=20,4-17=33,4-5=30,5-6=40,6-7=23,7-8=30,9-13=-6 Horz:1-2=-25,2-17=-30,4-17=-43,5-6=-40 Concentrated Loads(lb) Vert:6=-618 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-4=-35,4-5=-32,5-6=-37,6-8=-32,9-13=-10 Horz:1-2=-9,2-4=15,5-6=37 Concentrated Loads(lb) Vert:6=-618 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-29,2-4=-35,4-5=-32,5-6=-37,6-8=-32,9-13=-10 Horz:1-2=9,2-4=15,5-6=37 Concentrated Loads(lb) Vert:6=-618 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:12=21,2-4=6,4-5=28,5-6=11,6-8=13,9-13=-6 Horz:1-2=-31,2-4=-16,5-6=-11 Concentrated Loads(lb) Vert:6=-618 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-4=10,4-5=28,5-6=26,6-8=28,9-13=-6 Horz:1-2=-1 5,2-4=-20,5-6=-26 Concentrated Loads(lb) Vert:6=-618 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-4=-27,4-5=-21,5-6=-31,6-8=-21,9-13=-10 Horz:1-2=2,2-4=7,5-6=31 Concentrated Loads(lb) Vert:6=-618 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-4=-10,4-5=-21,5-6=4,6-8=-21,9-13=-10 Horz:1-2=-1 5,2-4=-10,5-6=-4 Concentrated Loads(lb) Vert:6=618 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumberincrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-4=19,4-5=19,5-6=34,6-8=19,9-13=-6 Horz:1-2=-44,2-4=-29,5-6=-34 Concentrated Loads(lb) Vert:6=-618 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Unifonn Loads(plf) Vert:1-2=23,2-4=8,4-5=8,5-6=24,6-8=8,9-13=-6 Horz:1-2=-33,2-4=-18,5-6=-24 Concentrated Loads(lb) Vert:6=-618 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-21,4-5=-21,5-6=-6,6-8=-21,9-13=-10 Horz:1-2=-4,2-4=1,5-6=6 Concentrated Loads(lb) Vert:6=-618 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek8 connectors.lhls design Is based only upon parameters shown,and Is for an Individual building component,riot 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 713131599 15125TO T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:15 2018 Page 3 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-tvP5mOtJBt w5jDKnTC WgP9p1_zIYBO?c13pGnxzpAag LOAD CASE(S) Standard 15)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Unifoan Loads(pit) Vert:1-2=-16,2-4=-21,4-5=-21,5-6=-6,6-8=-21,9-13=-10 Horz:1-2=-4,2-4=1,5-6=6 Concentrated Loads(lb) Vert:6=-618 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-4=-20,4-5=20,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-81,2-4=-85,4-5=-81,5-6=-23,6-8=-81,9-13=10 Harz:1-2=1,2-4=5,5-6=23 Concentrated Loads(Ib) Vert:6=-618 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-69,2-4=-73,4-5=-81,5-6=3,6-8=-81,9-13=-10 Horz:1-2=-11,2-4=-7,5-6=-3 Concentrated Loads(lb) Vert:6=-618 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase--1.60 Uniform Loads(pit) Vert:1-2=-77,2-4=-81,4-5=-81,5-6=-5,6-8=-81,9-13=-10 Horz:1-2=-3,2-4=1,5-6=5 Concentrated Loads(lb) Vert:6=-618 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-77,2-4=-81,4-5=-81,5-6=-5,6-8=-81,9-13=-10 Horz:1-2=-3,2-4=1,5-6=5 Concentrated Loads(lb) Vert:6=-618 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-100,4-5=-100,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-20,4-5=-100,6-8=-100,9-13=-10 Concentrated Loads(lb) Vert:6=-618 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-80,4-5=-80,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-20,4-5=-80,6-8=-80,9-13=-10 Concentrated Loads(lb) Vert:6=-618 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mffek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a iruss 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,seepNSl/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka 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 T13131600 15125TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:16 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-L6zTzkuxyK2yLNvzl vl vyNMAjM5kwsll-jYgK_zpAaf 10-11-8 -1-4-0 5-10-0 9.8-4 10-10-0 13-10-4 16-10-8 1-4-0 5-10-0 3-10-4 1-1-12 0--8 2-10-12 3-0-4 Scale=1:33.6 3x6= 3x4 4 5 6.00 F12 4x5 17 3 N a 2x4 I I 5x6= 8x12= 7 8 16 0 �1 2 � 12 11 10 9 5x6— 7x14 MT20HS= 4x5= 5x12= 2x4 11 5-10-0 13-10-4 16-10-8 J 5-10-0 8-0-4 3-0-4 Plate Offsets(X,Y)-- [2:0-0-0,0-1-10],[4:0-3-0,0-2-0],[6:0-5-12,Edge],[8:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.35 11-12 >577 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO W13 0.91 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:93 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 9-12:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at nlidpt 6-12 5-11,6-10,8-10:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=1305/0-3-8,2=1278/0-5-8 Max Horz 2=304(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1875/0,6-7=-2723/0,7-8=-272310,8-9=-1256/0 BOT CHORD 2-12=0/1555,11-12=0/4477,10-11=0/4693 WEBS 3-12=0/798,6-12=2974/0,3-6=-1610/0,6-10=-2122/0,7-10=-311/93,8-10=0/2857 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=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,111111111111 ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-8-4,Exterior(2)9-8-4 to �e'00PS A. q��♦ 10-8-4,Interior(1)10-10-0 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `� 0 • • e ♦♦ grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. :o` •'��C' S'�.•.•!jj/ ♦; 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. e No 39380 + 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 e will fit between the bottom chord and any other members. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building "O designer must review loads to verify that they are correct for the intended use of this truss. L(/ 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e,0 . LOAD CASE(S) Standard ♦♦j�s'�.�R �''•`��o� 1)DDead+Roof L(e(balanced):Lumber Increase=1.00,Plate Increase=1.00 ♦i♦ ON A`�`oho% UniformVert:1-4=-100,4-5=-100,6-8=-100,9-13=-10 Concentrated Loads(lb) Thomas A.Albans PE No.39380 Vert:6=-618 MITek USA,Inc.FL Cert 6634 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 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 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 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 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 City Ply 713131600 15125TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:16 2018 Page 2 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-L6zTzkuxyK2yLNvzl v 1 vyNMAj M5kwsll_jYgK_zpAaf LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-4=-80,4-5=-80,6-8=80,9-13=-10 Concentrated Loads(lb) Vert:6=-618 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-20,4-5=-20,6-8=-20,9-13=-30 Concentrated Loads(lb) Vert:6=-618 4)Dead+0.6 C-C Wind(Pos.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=58,2-16=33,4-16=20,4-5=30,5-6=40,6-8=23,9-13=-6 Horz:1-2=-68,2-16=-43,4-16=-30,5-6=-40 Concentrated Loads(lb) Vert:6=-618 5)Dead+0.6 C-C Wind(Pos.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=15,2-17=20,4-17=33,4-5=30,5-6=40,6-7=23,7-8=30,9-13=-6 Horz:1-2=-25,2-17=-30,4-17=-43,5-6=-40 Concentrated Loads(lb) Vert:6=-618 6)Dead+0.6 C-C Wind(Neg.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-11,2-4=-35,4-5.32,5-6=-37,6-8=-32,9-13=-10 Horz:1-2=-9,2-4=15,5-6=37 Concentrated Loads(lb) Vert:6=-618 7) Dead+0.6 C-C Wind(Neg.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-29,2-4=-35,4-5=-32,5-6=-37,6-8=-32,9-13=-10 Harz:1-2=9,2-4=15,5-6=37 Concentrated Loads(lb) Vert:6=-618 8)Dead+0.6 MWFRS Wind(Pos.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=21,2-4=6,4-5=28,5-6=11,6-8=13,9-13=-6 Horz:1-2=-31,2-4=-16,5-6=-11 Concentrated Loads(lb) Vert:6=-618 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-4=10,4-5=28,5-6=26,6-8=28,9-13=-6 Horz:1-2=-15,2-4=-20,5-6=-26 Concentrated Loads(lb) Vert:6=-618 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-4=-27,4-5=-21,5-6=-31,6-8=-21,9-13=-10 Horz:1-2=2,2-4=7,5-6=31 Concentrated Loads(lb) Vert:6=-618 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-5,2-4=-10,4-5=-21,5-6=4,6-8=-21,9-13=-10 Horz:1-2=-15,2-4=-10,5-6=-4 Concentrated Loads(lb) Vert:6=-618 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-4=19,4-5=19,5-6=34,6-8=19,9-13=-6 Horz:1-2=-44,2-4=-29,5-6=-34 Concentrated Loads(lb) Vert:6=-618 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=23,2-4=8,4-5=8,5-6=24,6-8=8,9-13=-6 Horz:1-2=-33,2-4=-18,5-6=-24 Concentrated Loads(lb) Vert:6=-618 14)Dead+0.6 MWFRS Wind(Neg.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-21,4-5=-21,5-6=-6,6-8=-21,9-13=-10 Horz:1-2=-4,2-4=1,5-6=6 Concentrated Loads(lb) Vert:6=-618 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 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 trusses and truss systems,seeANSMI 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 713131600 15125TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:16 2018 Page 3 ID?9jtoWxOG1 OEk3Cl?dBMoszB00u-L6zTzkuxyK2yLNvzlvlvyNMAjM5kwsll_jYgK_zpAaf LOAD CASE(S) Standard 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-21,4-5=-21,5-6=-6,6-8=-21,9-13=-10 Horz:1-2=-4,2-4=1,5-6=6 Concentrated Loads(lb) Vert:6=-618 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=-20,4-5=-20,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 17)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:1-2=-81,2-4=-85,4-5=-81,5-6=-23,6-8=-81,9-13=-10 Horz:1-2=1,2-4=5,5-6=23 Concentrated Loads(lb) Vert:6=-618 18)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:1-2=-69,2-4=-73,4-5=-81,5-6=3,6-8=-81,9-13=-10 Horz:1-2=-11,2-4=-7,5-6=-3 Concentrated Loads(lb) Vert:6=-618 19)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:1-2=-77,2-4=-81,4-5=-81,5-6=-5,6-8=-81,9-13=-10 Horz:1-2=-3,2-4=1,5-6=5 Concentrated Loads(lb) Vert:6=-618 20)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:1-2=-77,2-4=-81,4-5=-81,5-6=-5,6-8=-81,9-13=-10 Horz:1-2=-3,2-4=1,5-6=5 Concentrated Loads(lb) Vert:6=-618 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,4-5=-100,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-20,4-5=-100,6-8=-100,9-13=-10 Concentrated Loads(lb) Vert:6=-618 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-80,4-5=-80,6-8=-20,9-13=-10 Concentrated Loads(lb) Vert:6=-618 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-20,4-5=-80,6-8=-80,9-13=-10 Concentrated Loads(Ib) Vert:6=-61 8 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-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 bolding 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 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 Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131601 15125TO T13 Half Hip 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:17 2018 Page 1 I D:?9jtoW xOG l OEk3C I?d BMoszB0Ou-plXsB4uZjeApzXUAbcZBUauLemRvfJfvDNI NsQzpAae -1-4-0 5.10-0 10-10-0 10-11-8 13-10-4 16-10-8 1-4-0 5-10-0 5-0-0 0- -8 2-10-12 3-0-4 Scale=1:35.1 3x4 11 4 6.00 F12 4x5 16 3 2x4 11 5x6= 8x12= 6 7 15 0 2 1 11 10 9 8 5x6— 7x14 MT20HS= 4x5= 5x12= 2x4 11 5-10-0 10-11-8 13-10-4 16-10-8 5-10-0 5-1-8 2-10-12 3-0-4 Plate Offsets(X,Y)-- [2:0-0-0,0-1-10],[5:0-5-8,Edge],17:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.35 10-11 >573 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.06 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 8-11:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-11 5-9,7-9:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=1305/0-3-8,2=1278/0-5-8 Max Horz 2=334(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1879/0,5-6=-2723/0,6-7=-2723/0,7-8=-1256/0 BOT CHORD 2-11=-19/1559,10-11=0/4521,9-10=014693 WEBS 3-11=0/806,3-5=1647/0,5-11=-3014/0,5-9=-2122/0,6-9=-310/94,7-9=0/2857 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=S.Opsf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4fh Cat. ��11111II/� ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 16-8-12 zone;C-C for N'- S A. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `e� ��•........Ade '°j 3)Provide adequate drainage to prevent water ponding. �` 0, •' EN,3•• 'Q2 4)All plates are MT20 plates unless otherwise indicated. \. F�'•, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 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) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building — W designer must review loads to verify that they are correct for the intended use of this truss. o'O 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �eO R I�•'•(j�� Uniform LoadsVert:1(4If) 11111111111110 � 100,5-7=-100,8-12=-10 ° � �NAa Concentrated Loads(lb) Vert:5=-618 Thomas A.Albani PE No.39380 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-80,5-7=-80,8-12=-10 Date: February 2,2018 ®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 Mew 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,Sulte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131601 15125TO T13 Half Hip 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:17 2018 Page 2 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-plXsB4uZjeApzXUAbcZ8UauLemRvfJfvDNI NsQzpAae LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5-618 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-20,5-7=-20,8-12=-30 Concentrated Loads(lb) Vert:5=-618 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=58,2-15=33,4-15=20,4-5=40,5-7=23,8-12=-6 Horz:1-2=-68,2-15=-43,4-15-30,4-5=-40 Concentrated Loads(lb) Vert:5=-618 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=15,2-16=20,4-16=33,4-5=40,5-6=23,6-7=30,8-12=-6 Horz:1-2=-25,2-16=-30,4-16=-43,4-5=-40 Concentrated Loads(lb) Vert:5=-618 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-11,2-4=-35,4-5=-37,5-7=-32,8-12=-10 Horz:1-2=-9,2-4=15,4-5=37 Concentrated Loads(lb) Vert:5=-618 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-29,2-4=-35,4-5=-37,5-7-32,8-12-10 Horz:1-2=9,2-4=15,4-5=37 Concentrated Loads(lb) Vert:5=-618 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=21,2-4=6,4-5=11,5-7=13,8-12-6 Horz:1-2=-31,2-4=-16,4-5=-ll Concentrated Loads(lb) Vert:5=-618 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-4=10,4-5=26,5-7=28,8-12=-6 Horz:1-2=-15,2-4=-20,4-5=-26 Concentrated Loads(lb) Vert:5=-618 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-4=-27,4-5=-31,5-7=-21,8-12=-10 Horz:1-2=2,2-4=7,4-5=31 Concentrated Loads(lb) Vert:5=-618 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-4=-10,4-5=4,5-7=-21,8-12=-10 Horz:1-2=-1 5,2-4=-10,4-5=-4 Concentrated Loads(lb) Vert:5=-618 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-4=19,4-5=34,5-7=19,8-12=-6 Horz:1-2=-44,2-4=-29,4-5=-34 Concentrated Loads(lb) Vert:5=-618 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-4=8,4-5=24,5-7=8,8-12-6 Horz:1-2-33,2-4-18,4-5=-24 Concentrated Loads(lb) Vert:5=-618 14)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-21,4-5=-6,5-7=-21,8-12=-10 Horz:1-2=-4,2-4=1,4-5=6 Concentrated Loads(lb) Vert:5=-618 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with IvllTek®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.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131601 15125TO T13 Half Hip 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:17 2018 Page 3 ID:?91toWxOG1 OEk3CI?dBMoszBOOu-plXsB4uZjeApzXUAbcZ8UauLemRvfJfvDNI NsQzpAae LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-16,2-4=-21,4-5=6,5-7=-21,8-12=-1 0 Harz:1-2=-4,2-4=1,4-5=6 Concentrated Loads(lb) Vert:5=-618 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=-20,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 17)Dead+0.75 Roof Live(bai.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-4=-85,4-5=-23,5-7=-81,8-12=-10 Horz:1-2=1,2-4=5,4-5=23 Concentrated Loads(Ib) Vert:5=-618 18)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:1-2=-69,2-4=-73,4-5=3,5-7=-81,8-12=-10 Harz:1-2=-1 1,2-4=-7,4-5=-3 Concentrated Loads(lb) Vert:5=-618 19)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(pit) Vert:1-2=-77,2-4=-81,4-5=-5,5-7=-81,8-12=-10 Horz:1-2=-3,2-4=1,4-5=5 Concentrated Loads(lb) Vert:5=-618 20) 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:1-2=-77,2-4=-81,4-5=-5,5-7=-81,8-12=-10 Harz:1-2=-3,2-4=1,4-5=5 Concentrated Loads(lb) Vert:5=-618 21)1 st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-100,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-20,5-7=-100,8-12=-10 Concentrated Loads(lb) Vert:5=-618 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-80,5-7=-20,8-12=-10 Concentrated Loads(lb) Vert:5=-618 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-20,5-7=-80,8-12=-10 Concentrated Loads(lb) Vert:5=-618 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/0312015 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 Ip building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrcallom 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,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type OJy Ply 713131602 15125TO T14 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:18 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?d BMoszBOOu-H U5EOQvBUylgah3M8K4N 1 oRcSAp50vo2R 11 xOszpAad -1-4-05-4-13 10-11-8 11-6-Q 1-4-0 5-4-13 5-6-11 6- 2x4 11 Scale=1:34.2 4 5 6.00 12 4x5 i 13 3 12 2 1to 8 7 6 4x5= 2x4 11 4x5= 5-4-13 10-11-8 11-6-0 5-4-13 5-6-11 -6- Plate Offsets(X,Y)-- [4:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.15 7.8 >894 180 BCLL 0.0 Rep Stress incr YES WB 0.37 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:59 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=542/0-5-8,6=407/0-3-8 Max Horz 2=185(LC 12) Max Uplift 2=-60(LC 12),6=-76(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-637/32 BOT CHORD 2-8=185/508'7-8=-185/508 WEBS 3-8=0/282,3-7=-544/194 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 10-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �►rrrtoi 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��,.A S A, �/ # 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 ��"'P.......... 4e will tit between the bottom chord and any other members. ♦e♦�� G E N S•• q2 i� 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 Ib uplift at joint 2 and 76 Ib uplift at > F•••, �� joint 6. No 39380 • r � e O�� • O R 1 O•P.•\��4� 1O N q000 � Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 p/� 1, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tRisses and truss systems,seeANSI/TPI1 Quality Crllerla,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 713131603 15125TO T15 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:20 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-DtD_p6xROZYNq_CIG16r6DW2A_W gstALvLW l TlzpAab 2-0-0 5-7-4 9-2-8 11-2-8 2-0-0 3-7-4 3-7-4 2-0-0 Scale=1:18.6 Special NAILED Special 6.00 F12 6x6 NAILED 4x5= NAILED 6x6 /! 2 14 3 15 4 0 t 5 �o 111 _ 16 17 18 Special x5 NAILED NAILED NAILED 4x5— Special 4x5= 4x5= 2-0-0 5-7-4 9-2-8 11-2-8 2-0-0 3-7-4 3-7-4 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.13 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:49 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 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=436/0-5-8,5=436/0-5-8 Max Horz 1=-24(LC 6) Max Uplift 1=-139(LC 5),5.139(LC 4) Max Grav 1=442(LC 29),5=442(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-747/224,2-3=-660/211,3-4=-660/211,4-5=-747/224 BOT CHORD 1-7=-187/644,6-7=-429/975,5-6=-181/629 WEBS 2-7=-13/269,4-6=-13/269,3-7=-381/265,3-6=-381/265 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `%J11111111►l111sbio 3) Provide adequate drainage to prevent water ponding. ,�! S A. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� %�•P • • . 'oo 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 0% •' GEIV S+•• 'y2oio will fit between the bottom chord and any other members. V F•••• 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 Ib uplift at joint 1 and 139 Ib uplift at = No 39380 joint 5. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(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)84 Ib down and 76 Ib up at — 2-0-0,and 84 Ib down and 76 Ib up at 9-2-8 on top chord,and 37 Ib down and 8 l up at 2-0-0,and 37 Ib down and 8 l up at 'O err 9-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. =p 14/ 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �ot��• P '�<C/` LOAD CASE(S) Standard �> ••• R ,�•••• �� 1)Dead formRoof L(e(balanced):Lumber Increase=1.25,Plate Increase=1.25Uni Vert:1-2=-60,2-4=-60,4-5=-60,8-11=-20 Concentrated Loads(Ib) Thomas A.Albanf PE No.39380 Vert:7=8(B)6=8(B)16=3(B)17=3(B)18=3(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,111-7473 rev.1010312015 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 building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall sot 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 . ¢ty Ply T13131604 15125TO T16 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:21 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-h3nMOSx3ntg ESBnxgSd4fQ32RNntb8JU7?Gb?BzpAaa 2-10-8 8-4-0 11-2-8 2-10-8 5-5.8 2-10-8 Scale=1:18.4 8x14 M18SHS 6x6 Il 3 6.00 FIT 2 a 4 1 I 13 14 6 15 16 5 17 THD26 THD26 3x8 THD26 THD26 7x6= THD26 THD26 6x8= 6x8= 2-10-8 8-4-0 11-2-8 2-10-8 5-5-8 2-10-8 Plate Offsets(X,Y)-- [1:0-0-0,0-2-1],[2:0-6-3,Edge],[4:0-0-0,0-2-1) [5:0-3-0,0-4-121,[6:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.23 5-6 >594 180 M18SHS 244/190 BCLL 0.0 Rep Stress incr NO WB 0.83 Horz(CT) 0.03 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:55 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied. 2-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=3032/0-5-8,4=3112/0-5-8 Max Horz 1=34(LC 24) Max Uplift 1=-841(LC 8),4=-861(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5104/1445,2-3=-4348/1250,3-4=-4721/1335 BOT CHORD 1-6=-1275/4525,5-6=-1323/4721,4-5=-1167/4177 WEBS 2-6=-547/2175,2-5=-442/149,3-5=-471/1905 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=5.Opsf;BCDL=5.Opsf;h=2511;B=45fh L=24fh eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. e`I{{111/1 11 4)All plates are MT20 plates unless otherwise indicated. A. � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� vP 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 %%,��0•' G•E•N S'•.9�i�is will fit between the bottom chord and any other members. : •° �. F / 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 841 Ib uplift at joint 1 and 861 ib uplift at NO 39380 joint 4. ► • 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-4-8 from the left end to 10-6-0 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). ((/ i� ' LOAD CASE(S) Standard T• Q� _�� 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 4s��s' R �•'•`G�� Uniform Loads(plf) eo S • °' ••• \ % = % Vert:1-2=-60,2-3 60,3-4=-60,7-10=-20 � pN %% Concentrated Loads(lb) Vert:12=-877(F)13=-874(F)14=874(17)15=-874(F)16=874(F)17=-874(F) Thomas A.Alberti PE No.39380 Mfrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MX7473 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 lemporary 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 musses 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 22374. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131605 15125TO T17 Common 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:22 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-AGKI EoyiYAo531 M7NA8JBecKyn5cKjueMfO8XdzpAaZ 5-10-8 10-11-8 16-0.8 22-6-0 5-10-8 5-1-0 5.1-0 6-5-8 Scale=1:37.7 7x6= 3 6.00 F12 16 17 2x4 II 2x4 II 2 4 15 18 1 IN M O 7 19 20 6 4x5= 7x6= 7x6= 3x4 5-10-8 16-0-8 22-6-0 5-10-8 10-2-0 6-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.29 6-7 >920 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.57 6-7 >471 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:102 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=894/Mechanical,5=896/0-3-8 Max Horz 1=-132(LC 10) Max Uplift 1=-235(LC 12),5=-234(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1535/47312-3=-1511/597,3-4=-16131625,4-5=-1618/497 BOT CHORD 1-7=-325/1346,6-7=-169/866,5-6=-352/1390 WEBS 3-6=-256/839,4-6=-368/271,3-7=-217/714,2-7=-326/257 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=5.bpsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Extedor(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,e�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %'%'%% \�s•�PS A. s0� 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 ;•.•• Ade �e� will fit between the bottom chord and any other members,with BCDL=10.Opsf. G E/V 5)Refer to girder(s)for truss to truss connections. V F�'•• / 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 Ib uplift at joint 1 and 234 Ib uplift at = No 39380 joint 5. '0 � ,wo • 0 O N A;e�0% Thomas A.Alban!PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 © WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE 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 appllcablllty 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 A/r iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criterla,DSB-89 and BCSI Building Component 6904 Parke East Bbd. 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 713131606 15125TO T18 Common 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:23 2018 Page 1 I D:?9jtoW xOG1 O Ek3Cl?d BMoszBOOu-eSu7R7zKJ UwyhSxKxtfYkr8U2BR23BunbJlh44zpAaY -1-4-05-10-8 10-11-8 16-0-8 21-11-0 23-3-0 1-4-0 5-10-8 5-1-0 5-1-0 5-10-8 1-4-0 Scale=1:40.9 7x6= 4 6.00 F12 17 18 2x4 11 2x4 11 3 5 16 19 2 6 0 7 o 1 f 9 20 21 8 I 4x5 7x6= 7x6= 4x5 5-10-8 16-0-8 21-11-0 5-10-8 10-2-0 5-10-8 Plate Offsets(X,Y)-- [2:0-1-2,0-2-01,[6:0-1-2,0-2-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.30 8-9 >882 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.60 8-9 >438 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.04 6 rVa n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=961/0-5-8,6=961/0-5-8 Max Horz 2=-1 45(LC 10) Max Uplift 2=303(LC 12),6=-303(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1481/420,3-4=-1453/545,4-5=-1453/545,5-6=-1481/420 BOT CHORD 2-9=-254/1312,8-9=-129/829,6-8=-283/1249 WEBS 4-8=-2151707,5-8=-317/252,4-9=-215/706,3-9=-317/252 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interlor(1)1-7-3 to 10-11-8,Exterior(2) g19I IIII11111 10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� S A , �0* 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` OMP.• • Ade >j� 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 ,e��.r GEIV 3•• '92.i� will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• V F•••, �' �� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 303 Ib uplift at -ft No 39380 10 0 joint 6. 4 �o0��s• • O R , O N A- Thomas A.Alban!PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-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 verity 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 oNy.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 . pry Ply T13131607 15125TO T19 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:23 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-eSu7R7zKJ UwyhSxKxtfYkr8UOBUw3CJnbJ Ih44zpAaY -1-4-07-0-0 9-0-0 12-11-0 14-11-0 21-11-0 23-3-0 1-4-0 7-0-0 2-0-0 3-11-0 2-0-0 7-0-0 1-4-0 Scale=1:40.5 6x6 II 6x6 /( 4 19 5 2x4\\ n 6.00 12 3 18 20 _o 6 N 17 21 d 2 7 0 1 B Io 10 9 4x5= 6x6= 4x5= 4x5= 9-0-0 12-11-0 21-11-0 9-0-0 3-11-0 9-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-1-61,[7:0-0-0,0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.16 9-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.33 9-16 >786 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 7 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=961/0-5-8,7=961/0-5-8 Max Horz 2=-123(LC 10) Max Uplift 2=-303(LC 12),7=-303(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1368/512,3-4=-1172/509,4-5=-993/449,5-6=-1161/502,6-7=1366/513 BOT CHORD 2-10.326/1189,9-10=205/1026,7-9=-345/1140 WEBS 3-10=-362/285,4-10=-172/455,5-9=-166/456,6-9=-368/283 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-0-0,Exterior(2)9-0-0 to 111111 11111 12-11-0,Interior(1)17-1-15 to 23-3-13 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ``,o�`n NS A. q4 e4,49 , grip DOL=1.60 `v, 3) Provide adequate drainage to prevent water ponding. `,� ��•• G•E•N S'•• '9 s�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F�'•2/ 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 No 39380 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 303 Ib uplift at joint 7. = �t do ft. 111111111 lN AL E `°�� 111111111 Thomas A.Albanl PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verify design 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 MiTek(3)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 ailwiaayysdrequired or n. stability)anddIs to prevent to prevent collapse wgith ipoIndividual ssible personal Injury and property damage.rd nF r geneAdditional uidancce regarding the permanent brining iviiTek" 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 t Qty Ply 713131608 15125TO T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:24 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-6eSVfT_y3o2pJcW W VbBnG3heobtfofjxgzVFcWzpAaX 1-4-0 8-0-0 9-0-0 10-11-15 14-11-0 21-11-0 23-3-0 1-4-0 8-0-0 1-0-0 1-11-15 3-11-1 7-0-0 1-4-0 Scale=1:41.1 6x8 i 4 4x5= 6x6 !l 3 19 20 5 21 6 6.00 F12 18 22 0 1: 0 17 23 v 2 7 0 1 8 Io 10 9 5x6= 6x6= 4x5= 5x6= 9-0-0 14-11-0 21-11-0 9-0-0 5-11-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.06 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.14 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=973/0-5-8,7=967/0-5-8 Max Horz 2=11O(LC 11) Max Uplift 2=-329(LC 12),7=-325(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1411/649,3-5=-1184/719,5-6=-1165/624,6-7=-1395/618 BOT CHORD 2-10=-526/1172,9-10=-551/1279,7-9=-429/1154 WEBS 3-10=0!336,5-10=-260/85,6-9=-57/339,5-9=-257/168 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterjor(2)-1-4-13 to 1-7-3,Intedor(1)1-7-3 to 8-1-15,Exterior(2)7-2-9 to 17-11-0,Interior(1)17-11-0 to 23-3-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 11111�11 f 1/01 grip DOL=1.60 �1 S A. 3) Provide adequate drainage to prevent water ponding. %% 0�P; 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. E Ns 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 �, F��•,L� �s will fit between the bottom chord and any other members. No 39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 329 Ib uplift at joint 2 and 325 Ib uplift at joint 7. 44/ . ,®�N Ai 1E`m�`� Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 y building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW IOW 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 Criterla,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 t' Oty Ply 713131609 15125TO T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:25 2018 Page 1 I D:?9jtoW xOG1 O Ek3CI?d BMoszBOOu-arotsp_ag5Agwm5i3liOpGDjE?AfX?3424 Eo8yzpAaW 1-4-0 6-0-0 8-0-0 11-0-0 16-1 1-0 21.11-0 23-3-0 1-4-0 6-0-0 2-0-0 3-0-0 5-11-0 5-0-0 1-4-0 Scale=1:41.1 5x6= 4 2x4\\ 6.00 F12 3 6x6= 7x10 zz 5 Special 0 0 ri 2 7 Io 1 8 6 11 10 18 9 5x6= 7x10= 4x5= 2x4 11 5x6= JUS24 Special 8-0-011-0-0 16-11-0 21-11-0 8-0-0 3-0-0 5-11-0 5-0-0 Plate Offsets(X,Y)-- [6:0-4-4,0-2-0],[7:0-0-0,0-1-10],[11:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.18 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.34 9-10 >775 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MS Weight:107 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. BOT CHORD 2x4 SP No.2`Except' 7-11:2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No,3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=1203/0-5-8,7=1660/0-5-8 Max Horz 2=11 O(LC 24) Max Uplift 2=-386(LC 8),7=-547(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1898/553,3-4=-1719/545,4-5=1735/533,5-6=-2764/850,6-7=-2930/881 BOT CHORD 2-11=-370/1616.10-11=-704/2758,9-10=-676/2573,7-9=-671/2533 WEBS 3-11.256/185,4-11=424/1388,5-10=238/310,6-10.448/636,6-9.119/779, 5-11=-1699/564 NOTES- it91111111111 1)Unbalanced roof live loads have been considered for this design. O%.%%APS A. q�4*10 i 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45fh L=24fh eave=4ft;Cat. ee e ll;Exp C;Encl.,GCpl=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ee� O•'�G•E•N s•• '92si� 3) Provide adequate drainage to prevent water ponding. •• V �•••. ,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : No 3938 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 386 Ib uplift at joint 2 and 547 Ib uplift at _ joint 7. 7)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent at 16-0-12 from the left end to connect truss(es)to o back face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. •. •��(/w 8) Fill all nail holes where hanger is in contact with lumber. %;,e\ Q Q;• �� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 Ib down and 253 Ib up at ®j;�s R eee 16-11-0 on top chord,and 114 Ib down at 16-10-4 on bottom chord. The design/selection of such connection device(s)is the ij s/ •�� ee responsibility of others. /I� N Atae 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "fill i it° Thomas A.Alban!PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa F133610 Date: February 2,2018 A 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 pi�9 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. Tempe,FL 33610 Job Truss Truss Type . Ory Ply 713131609 15125TO T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:25 2018 Page 2 1 D:?9jtoWxOG 1 OEk3C I?dBMoszBOOu-arOtsp_ag5Agwm5i3liOpGDjE?AfX?342dEo8yzpAaW LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-6=-60,6-8=-60,12-15=20 Concentrated Loads(lb) Vert:6=1 59(B)9=-85(B)18=-698(B) ® 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 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 buss 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 713131610 15125TO T22 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:26 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszB00u-21 aF49?CbPIXYvguc?D FLUmv4OXgGZKDH H_MgOzpAaV 1-4-0 8-0-0 16-0-0 1-4-0 8-0-0 8-0-0 5x6= Scale=1:31.1 3 6.00 12 13 14 15 �12 4 2 0 �1 0 5 5x6= 7x6— 4x5= 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets(X,Y)-- 14:0-0-0,0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.11 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 5-8 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:61 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 4=636/Mechanical,2=728/0-5-8 Max Horz 2=109(LC 11) Max Uplift 4=-165(LC 12),2=244(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-879/296,3-4=-878/314 BOT CHORD 2-5=-157/689,4-5=-157/689 WEBS 3-5=0/362 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 8-0-0,Exterior(2)8-0-0 to `,off 111111�1/11111 1 11-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , S A, I� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `��OMP 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 �� .•'•GE. .N S'•.'9 i� will tit between the bottom chord and any other members. �� F ••2/ �� 5) Refer to girder(s)for truss to truss connections. No 39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 Ib uplift at joint 4 and 244 Ib uplift at joint 2. gib • � �� .00 . Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 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/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 7 Qty Ply T13131611 15125TO T23 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:27 2018 Page 1 I D.?9jtoWxOG1 OEk3Cl?dBMoszBOOu-W D8eHVOgMjQOA3F5AjkUuhJFuoOT?24NWxjvDrzpAaU -11 08-0-0 16-0-0 17-4-0 1-4-0 8-0-0 8-0-0 1-4-0 Scale=1:30.6 5x6= 9 8 10 27 7 it 28 6 12 3x4\\ 5 13 6.00 12 3x4 4 14 16 15 2 3 i0 17 Io 4x10 II 26 25 24 23 22 21 20 19 18 4x10 II 45= 4x5= 6x6= 16-0-0 16-0-0 Plate Offsets(X,Y)-- [3:0-3-8,Edge),[15:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 17 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 17 n/r 120 BCLL 0.0 Rep Stress[nor YES WB 0.04 Horz(CT) 0.00 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:88 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb)- Max Horz 2=103(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)3,15,23,24,25,26,21,20,19,18 except 2=-236(LC 12), 16=-236(LC 12) Max Grav All reactions 250 Ib or less at joint(s)3,15,2,22,23,24,25,26,21,20,19,18,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft B=45ft L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)-1-4-13 to 1-7-3,Exterior(2)1-7-3 to 8-0-0,Comer(3)8-0-0 to 11-0-0 zone;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. e,li1t1 i l ieee�� 4)All plates are 2x4 MT20 unless otherwise indicated. 'oO S A. 5) Gable requires continuous bottom chord bearing. `o®O� . A�e 6)Gable studs spaced at 1-4-0 oc. e� G•E•N, ••.'9 i� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••�` F ••,L� 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)3,15,23,24,25, 26,21,20,19,18 except Qt=1b)2=236,16=236. p0:• F :�441� ss,e0NA1-E� eeeln+ Thomas A.Albani PE No.39380 Mfrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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.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 i Qty Ply T13131612 15125TO T24 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:28 2018 Page 1 ID:?9jtoWxOGt OEk3Cl?dBMoszBOOu-_Pi0Ur1 T70ZFnDpHkQFjRvrKBCAfkV_W kbTSIHzpAaT 5-0-0 ' 5-0-0 Scale=1:18.1 2 2x4 11 6.00 F12 1 7 8 3 JUS24 JUS24 2x4 11 5x6= 5-0-0 5-0-0 Plate Offsets(X,Y)-- j1:0-0-0,01-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.07 3-6 >885 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.12 3-6 >480 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:241b 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 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-11 oc bracing. REACTIONS. (Ib/size) 1=903/0-5-8,3=718/Mechanical Max Harz 1=99(LC 8) Max Uplift 1=-224(LC 8),3=-227(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 100 Ib uplift at joint(s)except Qt=lb) 1=224,3=227. ttt t i 11 If/� 6)Use USP JUS24(With 1 O nails into Girder&1od nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the S A. left end to 3-0-12 to connect truss(es)to front face of bottom chord. `�� N A4 7)Fill all nail holes where hanger is in contact with lumber. ��,��0••�G�E•N S•• '92�i� 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `e •• V F�••, / LOADCASE(S) Standard No 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 'O Concentrated Loads(lb) 4(/Z Vert:7=-616(F)8=-616(F) i � s oFS• .,0R�, G.��• O N At Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MII--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 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.AJexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Qty Ply T13131613 15125TO T25 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:29 2018 Page 1 I D:?9jtoWxOG10Ek3CI?dBMoszB00u-ScFOiB25uKh6PNOT18myz600TcW7TyggzFCOHjzpAaS -1-4-0 7-10-0 8-3-8 1-4-0 7-10-0 0-5-8 Scale=1:18.0 5x6 I I 7 8 2x4 II 2x4 11 6 14 2x4 11 5 13 4.00 F12 46-5; 334 4 3 2 Li Ll Ll IT C? 1 0 2x4= 15 12 i6 11 10 9 2x4 11 2x4 11 2x4 I I 3x6= 3x12 M18SHS= Q-3-q 7-10-0 8-3-8 3- 7-7-07-7-0 0-5-8 Plate Offsets(X,Y)-- [2:0-6-6,0-0-81,[3:0-2-7,0-1-91,[8:0-3-3,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.34 12 >275 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.28 12 >333 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight:39 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.3*Except` BOT CHORD Rigid ceiling directly applied orb-4-14 oc bracing. 9-13:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=290/0-3-8,2=390/0-3-0 Max Horz 2=120(LC 12) Max Uplift 9=-190(LC 12),2—247(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-198/254,6-7=-175/255,7-8=-167/285 BOT CHORD 3-12=-363/185,11-12=-363/185,10-11=-363/185,9-10=363/185 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)-1-4-9 to 1-7-7,Exterior(2)1-7-7 to 7-8-4 zone;porch 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)Truss Gable End Dr ed for lnd loads in the oqualiane of fied building ng des gner as per ANS RPI truss only. For studs exposed to wind normal to the face),see Standard Industry Details sapplicable,or nsult ,ISO S A`P/ 4 1, 3)All plates are MT20 plates unless otherwise indicated. `�% , . Ade �i� 4)Gable studs spaced at 1-4-0 oc. �` �`O••;G•E N S•• �2��® 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .... V F •• / 0 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 e No 39380 � will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 9=190,2=247. s 10 .'�(/�e a s1ONAL0 x111111 Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 vedfy 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 NliTek` Is always required for stability and to prevent collapse with possUe,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 a Qty Ply 713131614 15125TO T26 Roof Special 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:29 2018 Page 1 I D:?9jtoWxOG I OEk3Cl?d BMoszB00u-ScFOi B25uKh6PNOT18myz6OV2cYRTwwgzFCOHjzpAaS -1-4-0 6-0-0 7-10-0 8-3-8 1-4-0 6-0-0 1-10-0 0-5-8 Scale=1:18.9 2x4 II 4 2x4\\ 3 4.00 12 11 3 4 6 10 2 1co ro 1 6 5 4x10— M= -3- 7-10-0 8-3-8 3- 7-7-0 0-5-8 Plate Offsets(X,Y)-- [2:0-0-2,Edge1,[5:0-3-12,0-2-01 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) 0.31 5-9 >298 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.24 5-9 >377 180 BCLL 0.0 Rep Stress[nor YES WB 0.15 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:36 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.3`Except' BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. 5-6:2x6 SP No.2 REACTIONS. (Ib/size) 5=300/0-3-8,2=398/0-3-8 Max Horz 2=133(LC 12) Max Uplift 5=-200(LC 12),2=-251(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-289/221 BOT CHORD 2-5=-333/253 WEBS 3-5=-379/498 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 7-8-4 zone;porch 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. `,{{{{ 111111 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 ��% S A. P /� will fit between the bottom chord and any other members. `�� M ...... 4e " o� 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except Qt=1b) w�`��O C,•E 5=200,2=251. No 39380 %% Thomas 111111{ Thomas A.Alban!PE No.39380 MfTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q 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 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 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIM I Quality Criteria,DSB-69 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 i qty Ply T13131615 15125TO T27 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:30 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-xopmvX2jfepzl XzgrrHBW KxkfOvACL?pCvyZpAzpAaR -1-4-04-8-14 8-11-8 9-5-8 1-4-0 4-8-14 4-2-10 0-6-0 Scale=1:21.0 2x4 11 4 5 4.00 F12 3x4 3 12 d 2 Li — w ci 1 0 8 7 2x4 11 6 3x4= -3- 4-8-14 8-11-8 -3- 4-5-14 4-2-10 Plate Offsets(X,Y)-- 17:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.12 7-8 >960 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix-MP Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-3 cc bracing. REACTIONS. (Ib/size) 6=331/0-5-8,2=457/0-3-8 Max Horz 2=149(LC 12) Max Uplift 6=-211(LC 12),2=-285(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-687/803 BOT CHORD 2-8=-888/623,7-8=-888/623 WEBS 3-7=-675/962,3-8=-407/259 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 8-10-0 zone;porch 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 between the n designed herd r a live other omembers. the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S A. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) e��SMP,.••• . '44 6=211,2=285. e�`�`•. G E N No 39380 s • cc 4 ��alen Thomas A.Alberti PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Idl�lOW 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 v qty Ply T13131616 15125TO T28 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:31 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-P_N87s3LQxxgehYsPZpQ2XTIEPEW xmCyRZh7MczpAaQ 1-4-0 3-7-8 4-11-8 6-3-8 7-7-8 8-11-8 9-5-8 1-4-0 3-7-8 1-4-0 1-4-0 1-4-0 1-4-0 0-6-0 Scale=1:20.0 3x5 11 8 9 10 2x4 II 7 3x4 2x4 11 17 6 2x4 11 5 4.00 F12 5x6 4 3 2 Io 3x4= 18 16 15 19 14 13 12 2x4 11 2x4 11 2x4 11 3x4= 4x5 II 3X8= 11 Q-3-0 3-7-8 4-11-8 6-3-8 7-7-8 8-11-8 9-5-8 0-3-6 3-4-8 1-4-0 1-4-0 1-4-0 0-6.0 Plate Offsets(X,Y)-- [2:0-8-6,0-0-121,[3:0-1-6,0-1-81,[3:0-2-15,0-1-131,[9:0-2-13,0-0-41,[12:0-2-12,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 'Vert(LL) 0.19 16 >573 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.16 16 >711 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code FBC20171fP12014 Matrix-S Weight:45 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.3 BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. REACTIONS. (Ib/size) 11=323/0-3-8,2=446/0-3-0 Max Horz 2=135(LC 12) Max Uplift 11=-199(LC 12),2=-278(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-5=-603/834,5-6=-584/869,6-7=-556/859,9-12=-256/502 BOT CHORD 3-16=-987/556,15-16=-987/556,14-15=-987/556,13-14=-987/556 WEBS 8-13=-766/414,7-14=-652/358,7-13=804/1404 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)-1-4-9 to 1-7-7,Exterior(2)1-7-7 to 8-10-0 zone;porch 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)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. `,it{I1 III II II1d/11� 3)Gable studs spaced at 1-4-0 oc. � S A. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `%�0\`+`p........Ade 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 GENS' •.'9 i� Will fit between the bottom chord and any other members. L/ 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) : No 39380 11=199,2=278. ?� F �: '111 n1111 Thomas A.Albani PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE mu-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 overallOF building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mo IT ek' 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 ply Ply T13131617 15125TO T31 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:32 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-tBxXKC4zBF3hGr72zGKfb1055pjnglt6fDRgu2zpAaP -1-4-0 6-4-4 12-8-8 14-0-8 1-4-0 6-4-4 6-4-4 1 1-4-0 Scale=1:25.1 5x6= 6 7 5 4 8 18 17 6.00 Fi2 g 3 10 c� 2 da 11 Iyo 4x6=4x10 II 16 15 14 13 12 4x10 II 5x6= 12-8-8 12-8-8 Plate Offsets(X Y)-- 12:0-3-8 Edge] [2:0-0-3 Edge] [10:0-3-8 Edge] [10:0-1-3,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 0.20 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:61 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-8. (lb)- Max Harz 2=83(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)15,16,13,12 except 2=-121(LC 12),10=-121(LC 12) Max Grav All reactions 250 Ib or less at joint(s)2,10,14,15,13 except 16=261(LC 21),12=261(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.16;MW FRS(directional)and C-C Corner(3)-1-4-13 to 1-7-3,Exterior(2)1-7-3 to 6-4-4,Corner(3)6-4-4 to 9-4-4 zone;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 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 cc. ♦♦e 0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `e��` GEN s+'•.92 io 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F �� will fit between the bottom chord and any other members. i 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,16,13,12 No 39380 except Qt=1b)2=121,10=121. • 53 •��o OR ®O N A11 `Eeee♦ Thomas A.Alban!PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.10/03/2015 BEFORE USE �' Design valld 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 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 tn15Se.S and truss systems,se.eANSi/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 T13131618 15125TO T32 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:33 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-LNVvYY5byZBXu_iFX_ruByZD6D_W PjfFutADQUzpAaO 1-4-0 6-6-3 6 8 4 11-5-8 16-2-12 22-11-0 24-3-0 1-4-0 6-6-3 0- -1 4-9-4 4-9-4 6-8-4 1-4-0 Scale=1:42.0 5x6= 8 9 7 10 5x12= 386 39 5 11 3 4 12 6.00 12 13 2-1 14 37 15 2 16 m 01 7 I4 6 25 6x6= 4x10 I t6---�- " 3x4= 2423 22 21 20 19 18 6x6= 6-6-3 11-5-8 12-6-822-11-0 6-6-3 4-11-5 1-1-0 10-4-8 Plate Offsets(X,Y)-- [3:0-4-4,Edge],[4:0-1-15,0-1-01,[16:0-1-3 Edge],[16:0-3-8 Edge] [23:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 25-36 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 25-36 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 30 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:134 lb FT=20% LUMBER- B RACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):27 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length)2=0-5-8,24=0-3-8. (lb)- Max Horz 2=143(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)16,22,21,20,19,18 except 2=214(LC 12),23=-218(LC 12) Max Grav All reactions 250 Ib or less at joint(s)16,22,21,20,19,16 except 2=601(LC 1),23=376(LC 1), 18=252(LC 1),24=425(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=724/239,3-4=-582/269 BOT CHORD 2-25=-89/629,24-25=-89/629,23-24=-89/629 WEBS 4-29=-654/255,28-29=-588/223,27-28=-617/246,26-27=-635/266,23-26=-651/244, 3-25=0/269 NOTES- 1)Unbalanced roof live loads have been considered for this design. °°°1 i I I I Ill.,. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. °°°w°n PS q A ��s�i ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-5-8,Exterior(2)11-5-8 % OM• �e ♦o♦ to 14-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 > •E•111 ."9 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 o �?••V,G `SF 2�' ♦�' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. N O 39380 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 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 "0 will fit between the bottom chord and any other members. ((/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16,22,21,20,19, 18,16 except(jt=1b)2=214,23=218. ♦j♦T O Q' ��000 % Thomas A.Alban!PE No.39380. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for on 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 T Is aallwlng design.ayys required for ability anddIs to to prevent collapse vent with f!ndividual truss possible personal Infbury andrchord properly damage.nly.Addiflonal for general guidance regardinand g the the Hent bracing MOW fabrication,storage,delivery,erection and bracing of trusses and miss 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 1 ,ty Ply T13131619 15125TO T33 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:34 2018 Page 1 I D:?9jto W xOG1 OEk3Cl?d BMoszBOOu-pZ3Hlu5DjsJOV8HR4hM7gA5OZdG?8AFP7XwnyxzpAaN -1-4-0 6-0-0 11-5-8 16-11-0 22-11-0 24-3-0 1-4-0 6-0-0 5-5-8 5-5-8 6-0-0 1-4-0 Scale=1:41.7 6x6= 4 6.00 12 17 18 2x4\\ 2x4 3 5 16 19 2 6 �{ m 01 7 FT 0 9 20 21 8 3x4= 6x6= 4x5= 3x4= 7-9-13 15-1-3 22-11-0 7-9-13 7-3-6 7-9-13 Plate Offsets(X,Y)-- [2:0-0-8,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 0.39 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 8-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1001/0-5-8,6=1001/0-5-8 Max Horz 2=151(LC 11) Max Uplift 2=-313(LC 12),6=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1581/492,3-4=-1416/492,4-5=-1416/492,5-6=-1581/492 BOT CHORD 2-9=-316/1386,8-9=-134/908,6-8=-345/1375 WEBS 4-8=-156/579,5-8=-351/239,4-9=-156/578,3-9=-351/239 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone;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. ,,®1!11 111 111 j1,� 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 N%% •S A. will tit between the bottom chord and any other members,with BCDL=I O.Opsf. epi P ;4 e o 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b) ,•'\G E N S••.q2 2=313,6=313. i •• F •, 1 No 39380 � � r r � O�� ••� o R ,o A••;=�vtu 10 s. 0 N At Thomas A.Albani PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 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 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 Gty Ply T13131620 15125TO T34 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:35 2018 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBOOu-HmdfyE6sUARF71sdeOtMDNeSU1 ZCtW 9YMBfKVNzpAaM -1-4-05-8-12 11-5-8 14-7-0 17-2-4 20-6-0 22-11-0 1-4-0 5-8-12 5-8-12 3-1-8 2-7-4 3-3-12 2-5 0 Scale=1:43.0 5x6= 4 6.00 F12 21 22 4x5 i 6x8 3 5 23 20 27 4)E400 t 11 1 3x4 II 9 7x10` ]o Io 14 13 12 2x4 II 8 3x4= 4x5= 2x4 11 2x4= 3x5= 4x10= 5-8-12 11-5-814-7-0 17-2-4 20-6-0 22-11-0 5-8-12 5-8-12 3-1-8 2-7-4 3-3-12 2-5-0 Plate Offsets MY)-- [5:0-2-0,0-3-0],[6:0-5-0,0-3-21,[8:0-2-4,0-1-81,[10:0-2-0,0-0-81,[11:0-4-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.15 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.29 6-9 >927 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:127 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-7:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. BOT CHORD 2x4 SP No.2'Except' 10-12:2x4 SP No.3,6-11:2x4 SP No.1,6-8:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=994/0-5-8,7=910/0-5-8 Max Horz 2=149(LC 11) Max Uplift 2=-313(LC 12),7=-233(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1629/496,3-4=-1 174/410,4-5=-1208/431,5-6=-1989/629,6-7=-501/193 BOT CHORD 2-14=-376/1405,13-14=-89/344,12-13=-91/284,10-11=-417/1591,9-10=-503/1875, 6-9=-505/1865 WEBS 4-11=-165/681,11-14=-289/1067,3-1 1=-492/228,5-11=-936/364 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-5-8,Exterior(2)11-5-8 % p,S A. q to 14-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 v�.ro 0� ........ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' G E °• '92 �� 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 F• / �0. will fit between the bottom chord and any other members. o No 39 380 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 100 Ib uplift at joint(s)except Qt=lb) _ 2=313,7=233. 'b 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 141 14, e i3Os O R 1 .Q `_,�� O N A ;E:%%% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 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 p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addiftonal temporary and permanent bracing MiTew 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 T13131621 15125TO T35 Common Girder 1 n G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:36 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-IyBi Aa7UFUZ61SRpC60bibBeMQxlcwgiagPtt pzpAaL -1-4-0 3-9-13 7-7-11 11-5-8 15-2-13 19-0-3 22-9-8 1-4-0 3-9-13 3-9-15 3-9-13 3-9-5 3-9-7 3-9-5 6x6 11 Scale=1:42.0 5 4x5 i 4x5 6.00 12 4 6 4x5 45 7 3 8 w 2 � 0 0i Id `1 0 14 19 13 20 21 i2 22 11 23 10 24 9 4x10= THD26 THD26 THD26 THD26 3x6 II 8x10= 10x12= 6x10= 3x8 I 4x10= THD28 THD26 THD26 THD26 3-9-13 7-7-11 11-5-815-2-13 19-0-3 - 22-9-8 3-9-13 3-9-15 3-9-13 3-9-5 3-9-7 I Plate Offsets(X,Y)-- [2:0-5-0,0-1-7],[4:0-2-4,0-2-0],[6:0-2-0,0-2-0],[8:0-1-9,Edge],[10:0-5-12,0-1-8],[11:0-3-8,0-5-4],[12:0-6-0,0-6-0],[13:0-3-8,0-5-12] 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) 0.20 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.37 11-12 >723 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.08 8 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:329 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 5-10-8 oc bracing:8-10. 5-12:2X4 SP No.2 REACTIONS. (Ib/size) 8=7182/(0-4-0+bearing block) (req.0-4-4),2=5700/0-5-8 Max Horz 2=150(LC 7) Max Uplift 8=-1 971(LC 8),2=-1 654(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 1582/3218,3-4=11491/3245,4-5=-8769/2506,5-6=-8769/2506,6-7=-1 1627/3246, 7-8=-14163/3906 BOT CHORD 2-14=-2820/10305,13-14=-2820/10305,12-13=-2784/10250,11-12=-2783/10373, 10-11=-3444/12648,8-10=-12648/12648 WEBS 5-12=-2117/7545,6-12=-3615/1044,6-11=-939/3586,4-12=-3416/1036,4-13=-926/3366, 3-13=-256/152,7-11=-2537/734,7-10=-516/2059 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: `1111111 d 1111 Top chords connected as follows:2x4-1 row at 0-7-0 oc. %%% CJ A. s� Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. `e� OMP q�e Webs connected as follows:2x4-1 row at 0-9-0 oc. G•E•N S'• '9 i� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to •••V\ F•••,L� �� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 3)2x8 SP SS bearing block 12"long at it.8 attached to each face with 4 rows of 1 Od(0.131"x3")nails spaced 3"o.c.16 Total v fasteners per block.Bearing Is assumed to be SP No.2. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. "O rz II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 � 4U. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q••. •:_<(/e 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 �i4P'� ' Q Q;• `vw will fit between the bottom chord and any other members. is••'•••...•• ` � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) % 8=1971,2=1654. o1'f��(VA�L111�ae 9)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to back face of bottom chord. Thomas A.Albanf PE No.39380 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from MITek USA,Inc.FL Cert 6634 the left end to 20-10-4 to connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11)Fill all nail holes where hanger is in contact with lumber. Date: February 2,2018 ndard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGEM11-7473 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,notNot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall g�`//�� Wilding 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. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 41ty Ply T13131621 15125TO T35 Common Girder 1 2 Job Reference (optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:36 2018 Page 2 ID:?gjtoWxOGt OEk3Cl?dBMoszBOOu-lyB1 Aa7UFUZ61SRpC60blbBeMQxlcwgiagPtl pzpAaL LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-8=-60,2-9=-20,9-16=20,8-16=-20 Concentrated Loads(lb) Vert:11=-1193(B)10=-1193(B)19=-2626(B)20=-1193(8)21=-1193(B)22=-1193(8)23=-1193(8)24=-1193(8) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITektM 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 ��gg building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord 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/TPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Dty Ply T13131622 15125TO T37 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:38 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-i LlobG9km5pq_maCJXR3rOGwNEdY4s8_28u_5izpAaJ 1-4-0 4-5-1 7-0-0 11-3-4 15-4-12 19-6-4 23-9-8 26-4-7 30-9-8 32-1-8, 1-4-0 4-5-1 2-6-15 4-3-4 4-1-8 4-1-8 4-3-4 2-6-15 4-5-1 1-4-0 Scale=1:54.9 NAILED NAILED NAILED NAILED NAILED 6x10% Special NAILED 45=NAILED 2x4 II NAILED 7x6= NAILED 8x10 ZZ 6.00 F12 4 23 5 24 625 26 27 728 29 6 Fin 2x4 O 2x4 3 9 m 0 C6 2 10 � Y[1 11 jq 32 33 16 30 15 31 14 34 13 35 12 410= 4x5= NAILED 45- NAILED 7x14 MT20HS= 45= NAILED 45= 410= Special NAILED NAILED NAILED NAILED Special NAILED 7-0-0 11-3-4 15-4-12 19-6-4 23-9-8 30-9-8 7-0-0 4-1-8 4-1-8 4-3-4 7.0-0 Plate Offsets(X,Y)-- 12:0-0-0,0-0-41,[4:0-4-3,Edge],[8:0-4-3,Edge],[10:0-0-0,0-0-4[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.35 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.67 14 >554 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.18 10 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 4-7,7-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2571/0-5-8,10=2604/0-5-8 Max Horz 2=107(LC 7) Max Uplift 2=-752(LC 8),10=-784(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5071/1396,3-4=-4892/1363,4-5=-5802/1675,5-6=-6293/1815,6-7=-6293/1815, 7-8=-5822/1699,8-9=-4964/1433,9-10=-5141/1464 BOT CHORD 2-16—1141/4479,15-16=-1057/4375,14-15=1488/5802,13-14=-1528/5860, 12-13=1121/4442,10-12=-1202/4542 WEBS 4-16=-30/676,8-12=-27/675,8-13=-509/1832,4-15=-562/1902,7-13=-944/409, 5-15=-989/443,7-14=-134/609,5-14=-185/687,6-14=-545/327 NOTES- 1)Unbalanced roof live loads have been considered for this design. �111111I►p�� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45th L=31ft;eave=4ft;Cat. A A '��o� s� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 % `�`• �e 3) Provide adequate drainage to prevent water ponding. w�,��O V •' (',•E•IV S'• '9 -, 4)All plates are MT20 plates unless otherwise indicated. V F�'•• / �, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 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. v 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) — 2=752,10=784. '0 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. <(/ 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)225 Ib down and 270 ib up at 00 . <(/ 23-9-8 on top chord,and 366 ib down and 65 Ib up at 7-0-0,and 366 Ib down and 65 Ib up at 23-8-12 on bottom chord. The 1 Q Q;•'\_,`� design/selection of such connection device(s)is the responsibility of others. �j�Sl'•.,•O••f3• •. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��O�S�O N A;'��e�, LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-4=-60,4-8=-60,8-11=-60,17-20=-20 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411--7473 rev.70/03/2015 BEFORE USE. �� Design valid for use oNy 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 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. Tempa,FL 33610 Job Truss Truss Type oty Ply T13131622 15125TO T37 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:38 2018 Page 2 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-i LlobG9km5pq_maCJXR3roGwNEdY4s8_28u_5izpAaJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-121(B)8=-1 78(B)16=366(B)12=-366(B)13=68(13)15=-68(B)5=1 21(B)23=-121(B)24=-1 21(B)25=-121(B)26=-121(B)27=-121(B)28=-1 21(B) 29=-121(B)30=-68(B)31=68(B)32=-68(B)33=-68(B)34=-68(B)35=-68(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 budding 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 musses 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,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131623 15125TO T38 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:39 2018 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBODu-AXsAoc9MXPxhcv90tEylNDpBkewMpGT8GodYeBzpAal 1-4-0 6-0-0 8-10-15 15-4-12 21-10-9 24-9-8 _ ,_ 30-9-8 32-1-8 �t-4-0 6-0-0 2-10-15 6-5-13 6-5-13 2-10-15 6-0-0 1-4-0 Scale=1:55.8 6x8 i 4x10= 6xB 4 21 22 541 5 2 24 6 6.00 12 2x4\\ 2x4 3 7 20 25 a m v 19 26 Cl) 2 8 m a 1 9 14 0 d 12 11 10 3x5— 4x10= 6x6= 4x10= 3x5= 8-10-1515-4-12 21-10-9 30-9-8 8-10-15 6-5-13 6-5-13 8-10-15 Plate Offsets(X,Y)-- [4:0-3-5,0-3-0),(6:0-3-5,0-3-0) 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) -0.14 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.30 10-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:152lb. FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(3-6-14 max.):4-6. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS. (Ib/size) 2=1316/0-5-8,8=1316/0-5-8 Max Horz 2=126(LC 11) Max Uplift 2=-396(LC 12),8=-396(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2246/817,3-4=-2052/773,4-5=-1801/717,5-6=-1801/717,6-7=-2052/773, 7-8=-2246/817 BOT CHORD 2-12=-610/1965,11-12=-662/2315,10-11=-662/2315,8-10=-628/1965 WEBS 3-12=-268/218,4-12=-20?/685,5-12=-693/256,5-10=-693/256,6-10=-202/685, 7-10=-269/218 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=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=31ft eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-8-3,Interior(1)1-8-3 to 8-6-6,Exterior(2)8-6-6 to X1111111111111 26-7-6,Interior(1)26-7-6 to 32-2-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,�� S A 14' DOL=1.60 `%%0 Ade 3) Provide adequate drainage to prevent water ponding. ,��•r G•E•N s • '92 i' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F•••• 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 No 39380 will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) e 2=396,8=396. 7)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. "D ez r % r s E� % Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev.laV3/2015 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 ody. 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 bracing of frusses and Iruss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type 0.ty Ply 713131624 15125TO T39 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:40 2018 Page 1 I D:?9jto W xOG 7 OEk3Cl?dBMoszBOOu-ej QYOxA_I i3YD3kb RyTXwRLQW 2E4YrPHVSN5AbzpAaH 1-4-0 5-9-4 10-10-15 15-4-12 19-10-9 25-0-4 30-9-8 1-4-0 5-9-4 5-1-11 4-5-13 4-5-13 5-1-11 5.9-4 Scale=1:55.0 6x8 i 4x5= 6x8 4 21 Nn 225 2 6 25 6.00 F12- 45 4x5 3 20 7 26 19 m 2 8 m zi ]a 0 0 12 11 27 28 10 9 3x4— 2x4 11 7x10= 7x10= 2x4 11 3x4= 5-9-4 10-10-15 19-10-9 25-0-4 _, 30-9-8 5-9-4 5-1-11 8-11-10 5-1-11 5-9-4 Plate Offsets(X Y)-- [4:0-3-5,0-3-01,[6:0-3-4,0-3-01,[10:0-4-12 Edge] [11:0-4-12,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 0.37 Vert(LL) -0.24 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.54 10-11 >678 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(4-4-8 max.):4-6. BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. REACTIONS. (Ib/size) 8=1230/0-5-8,2=1317/0-5-8 Max Horz 2=148(LC 11) Max Uplift 8=-321(LC 12),2=398(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2311/812,3-4=-1904/715,4-5=-1638/690,5-6=-1641/683,6-7=-1908/707, 7-8=-2314/811 BOT CHORD 2-12=-667/2011,11-12=-667/2011,10-11=-545/1816,9-10=656/2029,8-9=-656/2029 WEBS 3-11=-441/253,4-11=-151/593,5-11=-362/184,5-10=-359/178,6-10=-167/597, 7-10=-459/262 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=31 it;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-8-3,Interior(1)1-8-3 to 10-6-6,Exterior(2)10-6-6 to 24-7-6,Interior(1)24-7-6 to 30-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate tt� S /� grip DOL=1.60 vet \�'P q�e eej 3)Provide adequate drainage to prevent water ponding. ®♦tO• GE. .N S+'• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F•••. 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 e N O 3 9380 will fit between the bottom chord and any other members,with BCDL=IO.Opsf. : 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8=321,2=398. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "o% Imo, i �S t Thomas A.Albani PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 truckling 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 t 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 my Ply T13131625 15125TO T40 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:41 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-6w_wDHBc30BPrDJn?f_mSeuYORcUHFPRk66ei 1 zpAaG 1-4-0 6-9-4 12-10-15 17-10-9 24-0-4 30-4-8 1-4-0 6-9.4 6-1-11 4-11-10 6-1-11 6-4-4 Scale=1:54.2 6x8 i 6.00 Fi2 6x8 4 205Q 5Q 21 22 6x8 i 19 23 4x5 3 ' 6 N W � 24 18 7 1 2 17 T 0 0 11 10 9 8 3x4— 2x4 11 7x6= 7x6= 2x4 11 4x5= 6-9-4 12-10-15 17-10-9 24-0-4 30-4-8 6-9-4 6-1-11 4-11-10 6-1-11 6-4-4 Plate Offsets(X,Y)-- [4:0-3-5,0-3-0],[5:0-3-4,0-3-01,[7:0-0-0,0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.40 10-11 >904 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.51 10-11 >710 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, BOT CHORD 2x4 SP No.1 `Except` except 2-10:2x4 SP No.2 2-0-0 oc purlins(4-1-7 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 7=1213/Mechanical,2=1301/0-5-8 Max Harz 2=170(LC 11) Max Uplift 7=-317(LC 12),2=-393(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-22381765,3-4=-1707/658,4-5=-1453/642,5-6=-1701/670,6-7=-2131/725 BOT CHORD 2-11=621/2033,10-11=-622/2029,9-10=-369/1491,8-9=-571/1824,7-8=-571/1824 WEBS 3-11=01264,3-10=-661/296,4-10=-79/466,5-9=-821440,6-9=-550/261 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft eave=oft;Cat. 16 6x6 22 c6-1 GCpie orb 22-6-111 to 130-4-8 zoo e;C-C for mermbers and forces&MWFRSIfor react ns shown;Lumber)DOL=1.60 ��,o,`,P S A. O 0os plate grip DOL=1.60 e�` `Z` •••�G•E•NS'•• 3) Provide adequate drainage to prevent water ponding. •• V F•••, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. e s 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) "0 7=317,2=393. o a ((/Z 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 0 .. 40 1 �Illn Thomas A.Alban!PE N0.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 All WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 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 oty, Ply 713131626 15125TO T41 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:43 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-216hezCtbdR74XTA640EY37rUFIKIDI kBQbinvzpAaE 15-10-9 -1-4-07-11-10 14-10-15 15-4-12 22-9-14 30-4-02 1-4-0 7-11-10 6.11-5 015-13 r111-5 7-6-10 0-5-13 Scale=1:56.5 6x6 i 3x5 11 6x6 J 6.00 fi2 4 5 g &B ig 20 6x8 3 7 N t` 21 18 8 2 I7 i1 11 0 11 10 9 3x4= 2x4 I I 7x10= 2x4 II 5x6= 15-10-9 i 7.11-10 14-10-151$-4-d2 22-9-14 30.4-6 i 7-11-10 6.11-5 5-3 1 6-11.5 7-6-10 0-5-13 Plate Offsets(X Y)-- [2:0-0-12 Edge] [4:0-0-12,0-3-01 [5:0-3-0,0-1-8],16:0-0-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.14 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.30 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.08 8 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:146 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-1-11 max.):4-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEDGE WEBS 1 Row atmidpt 7-10,3-10 Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=1301/0-5-8,8=1213/Mechanical Max Horz 2=193(LC 11) Max Uplift 2=-393(LC 12),8=-317(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2175/698,3-4=1484/578,4-5=-1241/572,5-6=-1241/572,6-7=1480/588, 7-8=-2098/682 BOT CHORD 2-11=-548/1865,10-11=-549/186119-10=-507/1780,8-9=-505/1783 WEBS 7-10=-650/301,7-9=0/294,3-10=732/328,5-1 0=-2 0 817 84,3-11=0/331 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft Cat. 1JJ1111lIrI/ 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-11,Interior(1)1-7-11 to 14-4-4,Exterior(2) ONS A. 44- 14-4-4 to 16-5-4,Interior(1)20-8-13 to 30-4-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 ®� O\� �e plate grip DOL=1.60 G•E•N • s'• 3) Provide adequate drainage to prevent water ponding. Vl F '•?/ o� 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 39380 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) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) m"O 2=39318=317. 411� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •• �(! `r0 N AL0� r/11111 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2015 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 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 !�q VliTek` 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 T13131627 15125TO T42 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:44 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-W Uf3rJ DVMxa_ih2MgnYT4H W OmfexUg i tQ4LJJMzpAaD 1-4-0 7-11-10 15-4-12 22-9-14 30-4-8 1-4-0 7-11-10 7-5-2 7-5-2 7-6-10 Scale=1:54.3 5x6= 6.00 F12 4 17 18 6x8 i 6x8 3 5 19 16 6 Cl)1 2 I� o a 9 8 7 3x4= 2x4 11 7x10= 2x4 11 5x6= 7-11-10 15-4-12 22-9-14 30-4-8 7-11-10 7-5-2 7-5-2 7-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.13 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.28 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-8,3-8 WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=1301/0-5-8,6=1213/Mechanical Max Horz 2=207(LC 11) Max Uplift 2=-393(LC 12),6=317(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2183/640,3-4=-1472/530,4-5=-1469/540,5-6=-2106/646 BOT CHORD 2-9=-48611876,8-9=-487/1872,7-8=-466/1791,6-7=-465/1794 WEBS 4-8=-220/824,5-8=-681/298,5-7=0/291,3-8=-765/321,3-9=0/328 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-11,Intedor(1)1-7-11 to 15-4-12,Exterlor(2) 15-4-12 to 18-5-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `t111 t 111111►rr11� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�4"p S A, �Io 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 ��OMP • • ;q�e �'j� will fit between the bottom chord and any other members. e®� `r •''\GEN 5) Refer to girder(s)for truss to truss connections. `w V F�••, �� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 4 No 39380 2=39316=317. 0 •�� • .s,�, • O R 1 `�% Thomas A.Alban!PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 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 pyo 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 QualityCriteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trl1S5 Plate Institute,21814.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y Qty Ply T13131628 15125TO T43 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:45 2018 Page 1 1D:?9jtoWxOG10Ek3Cl?dBMoszB00u-_hDR3fE77FigKgdYEV3idU3FB3zlD6W Ofk4srozpAaC 1-4-0 5 9-4 10-10-15 15-4-12 19-10-9 25-0-4 30-4-8 1-4-0 5-9-4 5-1-11 4-5-13 4-5-13 5-1-11 5-4-4 Scale=1:54.4 6x8 4x5= 6x8 4 21 22 5 2 2 6 6.00 12 45 i 4x5 3 20 257 rb 26 rn 19 8 10 2 71 0 0 12 11 27 28 10 9 3x4— 2x4 II 7x10= 7x10= 2x4 II 4x5= 5-9-4 10-10-15 19-10-9 25-0-4 30-4-8 5-9-4 5-1-11 8-11-10 5-1-11 5-4-4 Plate Offsets(X,Y)-- [4:0-3-5,0-3-0],[6:0-3-4,0-3-0],[8:0-0-0,0-1-6],[10:0-4-12,Edge],[11:0-4-12,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 0.50 Vert(LL) -0.24 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 10-11 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(4-5-2 max.):4-6. WEDGE BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. Right:2x4 SP No.3 REACTIONS. (Ib/size) 8=1213/Mechanical,2=1301/0-5-8 Max Horz 2=145(LC 11) Max Uplift 8=-317(LC 12),2—393(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2275/799,3-4=1866/702,4-5=-1604/678,5-6=-1581/662,6-7=-1834/683, 7-8=-2140!747 BOT CHORD 2-12=-664/1979,11-12=-664/1979,10-11=-537/1767,9-10=-600/1840,8-9=-600/1840 WEBS 3-11=-443/252,4-11=-144/575,5-11=-342/176,5-10=370/182,6-10=-151/548, 7-10=-315/211 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30fh eave=4ft;Cat. %s�% NS q A .*,�e ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-11,Interior(1)1-7-11 to 10-6-6,Exterior(2) O Q\� �e 10-6-6 to 24-6-11,Interior(1)24-6-11 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ♦��.r .•'�G•E•IV s+•• '92 i� plate grip DOL=1.60 ♦ V F�••• / i 3) Provide adequate drainage to prevent water ponding. No 39380 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,with BCDL=10.Opsf. — 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) • [(/ 8=317,2=393. Q •�/ 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� O R 1 Q Q; �C�,♦` �Ilnis Thomas A.Alban!PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® 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 property Incorporate this design Into the overall 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 with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss 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 oty Ply T13131629 15125TO T44 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:46 2018 Page 1 ID?9jtoWxOG1 OEk3Cl?dBMoszB00u-TtnpG?FluYghx_CknCax9ib01 SJCyRZAtOgPOEzpAaB 1-4-0 6-0-0 8-10-15 15-4-12 21-10-9 24-4-8 30-4-8 1-4-0 6-0-0 2-10-15 6-5-13 6-5-13 2-5-15 6-0-0 Scale=1:54.4 6x8 i 4x10= 6x8 4 20 1 5 2 6 2x4 6.00 12 2x4\\ 7 3 23 19 24 r6 v 18 8 m2 I� 0 11 10 9 3x5— 4x10= 6x6= 4x10= 45= 8-10-15 15-4-12 21-10-9 30-4-8 8-10-15 6-5-13 6-5-13 8-5-15 Plate Offsets(X,Y)-- 14:0-3-5,0-3-0),[6:0-3-4,0-3-01,[8:0-0-0,0-1-61 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 0.62 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.30 11-17 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.89 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MS Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-7-5 max.):4-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 8=1213/Mechanical,2=1301/0-5-8 Max Horz 2=120(LC 11) Max Uplift 8=-317(LC 12),2=-393(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2213/815,3-4=-2019/772,4-5=-1 7711716,5-6=-1715/688,6-7=-1937/747, 7-8=-2116/764 BOT CHORD 2-11=-670/1936,10-11=-705/2263,9-10=-705/2263,8-9=-601/1809 WEBS 3-11=-269/216,4-11=201/670,5-11=-669/248,5-10=0/252,5-9=-726/256, 6-9=-200/622 NOTES- 1) Unbalanced roof live loads have been considered for this design. 00111111777 2) IIVIEd CSEncI.,CE iGCpi I0.18oMWFRS(dmph irectional)onal and C,C Exterior 2D-1-4-13 0toB 7D 1,5n0terior 1 2117-B1 to f8-6-6,Exterioe2 8-6-6 .., PS A. Exp ) OO O %% 0, to 26-6-11,Interior(1)26-6-11 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • G•E•N S+Ce'9jL�i40 grip DOL=1.60 ♦ •• V F•••• / 3) Provide adequate drainage to prevent water ponding. N O 39380 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. a 6) Refer to girder(s)for truss to truss connections. '0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) O �1i 8=317,2=393. 8)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. f3 1 0 Q;C'?�=moo s10 N q;�� %',, Thomas A.Albani PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verity deslgn parameters end READ NOTES ON THIS AND INCLUDED MfiEK REFERANCE PAGE MII--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 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 fatxfcation,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 Street Sulte.312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type @ty Ply T13131630 15125TO T45 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:48 2018 Page 1 I D:?9jtoW xOG 1 O Ek3Cl?d BMoszBOOu-PGvahhG?QA4PBI L7vdcPF7gejGySQKtTLiJ W S7zpAa9 1-4-0 3-11-2 7-0-0 11-9-2 16-4-9 20-11-15 25-7-6 30-4-8 1-4-0 3-it-2 3-0-14 4-9-2 4-7-6 4-7-6 4-7-6 4-9-2 Scale=1:53.4 Special NAILED NAILED NAILED NAILED NAILED NAILED 7x10= NAILED 4x5= NAILED 2x4 II NAILED 6x6= NAILED 4x5= NAILED 5x6= 4 19 20 5 21 22 6 23 24 25 7 2627 288 29 30 9 6.00 12 nn 41 1111111"2x4 3 n 2 o 1 15 31 32 14 33 34 13 35 36 12 37 3811 39 40 10 4x10= 4x5= NAILED 7x14 MT20HS= 7x14 MT20HS= NAILED 4x5= NAILED 5x6= NAILED 3x5 II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 11-9-2 16-4-9 20-11-15 25-7-6 30-4-8 7-0-0 4-9-2 4-7-6 4-7-6 4-9-2 Plate Offsets(XY)-- [2:0-0-0,0-0-4],[4:0-4-8,0-2-0],[8:0-2-0,0-2-01,[9:0-2-12,0-2-0],[10:0-3-0,0-1-8],[11:0-2-4,0-2-81,[12:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.33 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.63 13-14 >578 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:171 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3;Except` 9-10:2x6 SP No.2,9-11:2x4 SP No.2 REACTIONS. (Ib/size) 10=2646/Mechanical,2=2473/0-5-8 Max Horz 2=187(LC 25) Max Uplift 10=-770(LC 5),2=745(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4868/1382,3-4=-4686/1342,4-5=-5485/1595,5-6=-5701/1638,6-7=-5701/1638, 7-8=4841/1384,8-9=-2968/859,9-10=-2529/808 BOT CHORD 2-15=-1320/4302,14-15=-1232/4190,13-14=-1 61015515,12-13=-1405/4890, 11-12=-859/2968 WEBS 4-15=-12/679,3-15=-260/188,9-11=-1071/3702,4-14=-463/1672,8-11=2032/775, 5-14=-766/382,8-12=-677/2364,5-13=-68/266,7-12=-1 1991513,6-13=-534/316, 7-13=-300/1036 NOTES- ,, Ap�PS t A.11I��,, 1)Unbalanced roof live loads have been considered for this design. ��i ox 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30fh eave=4tt;Cat. e� �` G•E•N S'•.'9 i� II;Exp C;Encl.,GCpl=0.18;MW FRS(directional);Lumber DOL 1.60 plate grip DOL=1.60 '�� \ F L� 3) Provide adequate drainage to prevent water ponding. e 4)All plates are MT20 plates unless otherwise indicated. = No 39380 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. d 7) Refer to girder(s)for truss to truss connections. e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) o 10=770,2=745. �Tt�° �••.° �� 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. <j�Sl'••,�R C'?`�� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)225 Ib down and 270 Ib up at ,SAO %%%% 7-0-0 on top chord,and 366Ib down and 65Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is 141111 ll!i1I0% the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10/0312015 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 Bet 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,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type (1ty Ply T13131630 15125TO T45 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:48 2018 Page 2 ID:?9jtoWXOGI OEk3Cl?dBMoszBOOu-PGvahhG?QA4PBIL7vdcPF7gejGySQKtTLiJW S7zpAa9 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-60,4-9=-60,10-16=-20 Concentrated Loads(lb) Vert:4=-1 78(F)7=-121(F)15—366(F)12=-68(F)19=-121(F)20=-121(F)21=-121(F)22=-121(F)23=-121(F)25=-121(F)26=-1 21(F)28=1 21(F)29=-121(F) 30=-121(F)31=-68(F)32=-68(F)33=-68(F)34=-68(F)35=-68(17)36=-68(F)37=-68(F)38=-68(F)39=-68(F)40=-68(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEKREFERANCE 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 p building design. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stabtllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabilcation,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 . Oty Ply T13131631 15125TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:49 2018 Page 1 I D:?9jtoW xOG 7 OEk3Cl?d BMoszBOOu-tSTyuOHeBTCGoSwJTL7enKD2DgXm9?AcaM24_ZzpAa8 2-4-14 2-4-14 Scale=1:8.8 2 2x4 11 6.00 12 1 q a 0 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-14 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 1=65/2-4-6,3=65/2-4-6 Max Horz 1=34(LC 12) Max Uplift 1=-9(LC 12),3=-26(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24fh eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3. ,, MPS i A.% rA� G•E NSF .•2� No 39380 Tk b: Ir 441 i 4: 1,ss,r0 N A;�% �. fills Thomas A.Albans PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 deslgn 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 iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom 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 Street Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131632 15125TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:50 2018 Page 1 ID:?9JtoWxOG10Ek3Cl?dBMoszBOOu-Le1 K6MIGynK7QcVW02etKYmB34ssuSQloOodX?zpAa7 3-8-14 3-8-14 Scale=1:12.2 2 2x4 11 6.00 FIT 1 a 0 6 3 2x4 i 2x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:13 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=119/3-8-6,3=119/3-8-6 Max Horz 1=61(LC 12) Max Uplift 1=-16(LC 12),3=-46(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=5.Opsf;BCDL=5.0psf;h=25ft B=45ft L=24ft;eave=4fF Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exte(or(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psi 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 100 Ib uplift at Joint(s)1,3. ♦�,,, PS A. E Ns 10 00 Z No 39380 1 r w 7t r I e'T� • . O R 1'D••,•'��,v C? Ss10NAi� �♦♦♦ Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify 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 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 available from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type oty Ply T13131633 15125TO V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:512018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-prbiJiJui5S_214ialA6sllNBTCEdv4v1 gXA3SzpAa6 2-10-8 4-4-0 7-2-8 2-10-8 1-5•B 2-10-8 Scale=1:13.5 3x6= 3x6= 2x4 11 2 3 4 6.00 12 a u 5 1 a �9 0 0 6 2x4 i 2x4 II 2x4 0-p 8 7-2-8 0-tf-8 7-2-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0],[4:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:22 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=130/7-1-8,5=130/7-1-8,6=21717-1-8 Max Horz 1=-27(LC 10) Max Uplift 1.46(LC 12),5=-46(LC 12),6=-33(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Will flit between the bos truss has beenttom ohord and live loanyoad om 0.Opsf .n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�%�V1p1%11 1111111��'j 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6. `�i O`A`P;..••..;9�e ��j, No 39380 F �i,SS�� Thomas A.Albani PE No.39380 MfTek.USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll--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 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 Inrss 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,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type oty Ply T13131634 15125TO VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:512018 Page 1 I D:?9jtoW xOG i OEk3Cl?d BMoszBOOu-prbiJiJui5S_214ialA6sl IOOTDzdvgvl gXA3SzpAa6 1-7-4 3-2-8 1-7-4 1-7-4 3x6= Scale=1:6.7 6.00 12 2 3 1 c v QIO O llmiii i i zi! nix: O 2X4 2X4 0.018 3-2-8 0-0-8 3-2-0 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structuraf wood sheathing directly applied or 3-2-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=78/3-1-8,3=78/3-1-8 Max Horz 1—12(LC 10) Max Uplift 1=-20(LC 12),3=-20(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3. `1111 rf A►IIq��,,s's NS No 39380 e * s R 1 O. % NA E�oe0 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1010312015 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 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Inks Plate Institute,218 N.Lee Street Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T13131635 15125TO V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:52 2018 Page 1 I D:?9jtoW xOG l O Ek3Cl?d BMoszBOOu-H 185X2J W TOargvfuBThLPzrYrtY?MMw2GKHkbuzpAa5 3-3-5 3-3-5 Scale=1:8.9 2 4.50 F12 2x4 II 1 �l a 0 3 2x4 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:10 lb FT=20! LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=92/3-2-11,3=92/3-2-11 Max Horz 1=36(LC 12) Max Uplift 1=-17(LC 12),3=-31(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s)1,3. A 4e 000i , o>i No 39380 zk ' c se FS. �•0RI 000000S�O N A`E %% Thomas A.Albanf PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 appllcablllty 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 fabitcatiom storage,delivery,erection and bracing of trusses and tnlss systems,seeANSI/TPI1 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 Pty Ply T13131636 15125TO V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:53 2018 Page 1 1 D:?9jtoW xOG1 O Ek3C I?d BMoszBOOu-I DiTkOK8 Eii i H3E5iACayAOe?HgL5pACU_OH7KzpAa4 5-11-5 5-11-5 Scale=1:14.6 2x4 I 2 4.60 12 5- 4 4 1 q a 0 3 2x4% 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:19 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=198/5-10-11,3=198/5-10-11 Max Horz 1=77(LC 12) Max Uplift 1=38(LC 12),3=-67(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-10-1,Interior(1)3-10-1 to 5-9-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3. ♦�'% NS,11AerA' M♦♦ ♦♦ �, • �G•E N,3• ��i No 39380 O At Thomas A.Albant PE No.39360 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE 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/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 lDty Ply T13131637 15125TO V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:55 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-icgD94MOmJyQXNOTpbE21 bTO15YLZiPVyIVOCDzpAa2 8-7-5 8-7-5 2x4 I I Scale=1:20.6 3 4.50 F12 2x4 2 7 6 1 y 0 0 5 4 2x4 ' 2x4 11 2x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:31 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=113/8-6-11.4=117/8-6-11,5=381/8-6-11 Max Horz 1=118(LC 12) Max Uplift 4=-39(LC 12),5=-1 28(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-286/275 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-10-1,Interior(1)3-10-1 to 8-5-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 l fit tween the 5 Prlovideemechanical cotom nnectiond brothers other of truss to bearing late capable of withstanding 100 Ib uplift at'oint s 4 except t—Ib ,,,,��11 5=128. ( Y ) 9 P P 9 P 1 ( ) P G- ) %`% NS A' 'q(e,,i�i No 39380 r I i��T�s�••••O R Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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 MITekS 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 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 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 713131638 15125TO V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:56 2018 Page 1 ID:?9jtoWXOGI OEk3Cl?dBMoszBOOu-AoObMQM 1 Xd4H8XyfNJIHZpODmUw?IAveByFxkfzpAal 3-0-0 3-0-0 Scale=1:10.3 2 2x4 11 6.00 12 1 a a 6 3 2x4 i 2x4 II l LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a rda 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=89/2-11-8,3=89/2-11-8 Max Horz 1=46(LC 12) Max Uplift 1=-12(LC 12),3=-35(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. e,,° 111111111 %%J111111,A ��oi G N& oo�i No 39380 r e = -o: ;CCZ d441-Z ,, ,wo o 0 N A``��% Thomas A.Alban!PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®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�9 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.Addiftonal 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 buss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCS1 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 Qty Ply 713131639 15125TO V09 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:57 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-a?yzalNfixC7mgXsxOGW 60YM_uEX1 bznPc_VG5zpAaO 9-2-0 13-6-0 9-2-0 4-4-0 5x6= Scale=1:29.0 3 10 6.00 FIT 2x4 11 9 11 2x4 11 4 2 8 0 N Lj LJ N 1 a 0 6 3x4 7 6 5 2x4 11 2x4 11 2x4 11 13-6-0 13-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 Na n/a BCDL 10.0 Code FBC20171FPI2014 Matrix-S Weight:53 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-5-8. (lb)- Max Horz 1=89(LC 12) Max Uplift All uplift 100 Ib or less at Joint(s)1,5,6 except 7=-161(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=282(LC 1),7=408(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-304/235 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 9-2-0,Exterior(2)9-2-0 to 12-2-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111111111111s11 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 .0 p S A. �� will fit between the bottom chord and any other members. a,% `�•P Ade �i� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6 except ,��.��•' (,E•N 5+' '9jL�i� (jt=1b)7=161. •• V F ••, No 39380 A��0%% Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.101=015 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 building designer must verify the appllcablllty of design parameters and property Incorporate this design Into the overall 1' building design. Bracing Indicated is to prevent buckling of Individual truss wpAeb and/or chord members only.Additional temporary and permanent bracing I V1i IT eR' Is always required for stability and to prevent coilopse 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-a9 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 ty Ply T13131640 15125TO V10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:58 2018 Page 1 I D:?9jtoWxOG 1 OEk3C I?d BMoszBOOu-6BW Mn5OH3EK_Og62UkoleE5XSla4m3RxeGk2pYzpAa? 7-2-0 11-6-0 7-2-0 4-4-0 5x6= Scale=1:23.4 3 10 6.00 F12 11 9 2x4 11 2x4 I B 4 2 0 Ll Li 1 q 0 6 7 6 5 3x4 i 2x4 11 2x4 114 I I 11-6-0 11-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress]nor YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:43 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-5-8. (lb)- Max Horz 1=65(LC 11) Max Uplift All uplift 100 Ib or less at jojnt(s)1,5,6 except 7=-124(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=281(LC 1),7=311(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 7-2-0,Exterior(2)7-2-0 to 10-2-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 bottom ed for a and live other om 0.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,``!!111111111I't Will fit between the bo ', 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6 except %%%O, N '44 Qt=1b)7=124. ,,��•.��r,•E No 39380 tO NA1-B1111IItllt�� Thomas A.Milani PE No.39380 Mrrek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MlI-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 IV n�I 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 Y2ty Ply T13131641 15125TO V11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:58 2018 Page 1 1 D:?9jtoWxOG1 OEk3C I?d BMoszBOOu-6BW Mn5OH3E K_Og62UkoleE5W V IZFm3YxeGk2pYzpAa? 5-2-0 9-6-0 5-2-0 4-4-0 Scale=1:18.4 4x5 11 2 6.00 F12 7 6 8 5 3 1 0 tT 4 2x4 i 2x4 11 2x4= 0- -8 9-6-0 0- -8 9-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:32 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=167/9-7-3,3=158/9-7-3,4=385/9-7-3 Max Horz 1=-53(LC 10) Max Uplift 1=-56(LC 12),3=-54(LC 12),4=-77(LC 12) Max Grav 1=168(LC 21),3=160(LC 22),4=385(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-254/188 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-2-0,Exterior(2)5-2-0 to 8-2-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 between the n designed herd and live other om 0.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. , 0e ��`•..••• ,•�e °j, '�•r••�'�G E NSF`'9'Li°�� No 39380 .0 "111111110" Thomas A.Albanl PE No.39380 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 w ry Ply T13131642 15125TO V12 Valley i 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:39:59 2018 Page 1 I D:?9JtoW xOGi OEk3CI?dBMoszBOOu-aN3k?RPvgYSr?_hE2RJ_BRekW iwW V W24tvTbL_zpAa_ 3-2-0 6-4-0 3-2-0 3-2-0 Scale=1:12.5 4x5 11 2 6.00 F12 3 1 � v a =o 0 6 4 2x4 2x4 12x4 0-Q 8 6-4-0 0-d-8 6-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:19 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 REACTIONS. (Ib/size) 1=103/6-3-0,3=103/6-3-0,4=200/6-3-0 Max Harz 1=30(LC 10) Max Uplift 1=-39(LC 12),3=-39(LC 12),4=29(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at Joint(s)1,3,4. ,`,��11 f I f f ff�' %%% %N NS 00 S• ,q ,� No 39380 P F R �i,�SS,••.. .• RC2�� NALE�s�` fllf11111 0% Thomas A.Alban[PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK 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 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3j" 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 ft-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 IN wide truss spacing,individual lateral braces themselves WEBNcmay require bracing,or alternative Tor I bracing should be considered. 19 3. Never exceed the design loading shown and never aUstack materials on inadequately braced trusses. a0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate Cz$ �z cs 6 r- designer,erection supervisor,property owner and plates 0-1/id' 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 atjoint 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. "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%at 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 heated,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, ESR 1988 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. oto 18.Use of green or heated 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, MiTeka ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, I MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 d' ••>a CITY OF ATLANTIC BEACH 800 Seminole Road U Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10/15/2018 Revision to Issued Permit X Corrections to Comments Permit#RES18-0070 Project Address 1732 Atlantic Beach Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee Dug:$ IG Changes to duct layout and sizing --- Additional Increase in Building Value$ Additional S.F. By signing below,I Audrey Regnier attirm the Revision is inclusive of the proposed changes. (punted name) Y(�//A-' (t 10/15/2018 (gnat I 'racrtor/Agent�ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building m)/ Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities /Q—a Y--1)O[ Public Safety Date Fire Services FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation-Residential Performance Method Project Name: The Anne More Builder Name: McGowan's Heating&Air Can Street: Lot 76 Mange Basch County Club Perna Chad: Dual County City,state,Zip: AtWi Ili FL 32233 Permit Number. Owner Tor Bretheo,Inc Junsdidlon: 201000 Design Loratlon: Fl.,Jackwm9k WAS County. (Rordo Climate Zone 2) 1.New construction or eds0ng N.(From Plans) 9. Wall type.(34260') Insulation Ass.g*i 2.Single"or mufiiple family Siigla i) a. Wood 2x6 Wall R19 R=19.0 3190.50 3.Number of unfis,if muftse family 1 c.WA 2x4Atl}ant TO George 3. 227.50 4.Numberofbetlmoms 4 d. N/A R= 5.Is Mba wast rase] No 10. Was types(1996 fl') Ineulamon Area in a. Shinglas Vented Attic R3 R=21.0 1995.50 6.Conditioned Worama above grade 109 3227.50 b. NIA R= Condlbrsdfbarama belowgretle(8') 0 a NIA R= aa��ry0�� ]. Wntlows(491 Desvipllon Area(By 11.0 eSup:a1m,House AliaRetEnllre House Atln/AH:S 60 �U.00 a.U-Factor Dbl.U=0.340 394.97 b, SHGC: SHGC*0.27 b.UFsdd. Dbl,U=0.540 96.00 12.Cooling systema kBtWhr Effideno/ Si SHGC=0.33 a.Split alreoura beat pump 43.3 - SEER:14.0 c uFachic SHOO: - 13.Heating systems aJkahr Effidenq d.UFador a.Splt air sound,heat pump 45.5 HSPF:8.2 SHOO: Area Weighted Peerage Ownhang Depth: 3.307 ft 14.1-lotwalersystems Nos Weghlad Aanage SHGC: 0.282 -a.Prepare madnteneous(0 gal) Cap:0 gel EF:0.02 S. Floortypes(2035.50fl*I Insulation Me(09 eConssmatbn features a. Slab On Gets R=OA 2935.50 (None) b. NIA R= Q N/A R= 15.Credits None Glass/Floor area: 0.152 Total Proposed Modified Loads: 77.67 PASS Total Baseline Loads: 80.14 I herebyca that the plans and specifications cowered by Nis Readea,of tda plans and spacmcations ntiy7E5r 8 tabulation are in compliance with the Florida Enargypaide. cowered by this calculation indicates 4 nr canpiance with the Floritla Energy �' 3. Q< Code Before anshuclion la carpleted 1rh� PREPARED BY: this blinding will Section 553 for' compliance with Section 553.908 DATE: 1/17/18 Flor do Statutes. v. I hereby costly that ink building,as designed,S in compfiance with the Florida Emi Coda. - CpA F1'SR4v OWNER/AGENT. BUILDING OFFICIAL: DATE: 10DATE: -Compliance requires certification by the air handler unit manufacturerthat the air handier enclosure qualifies as certified fact aycsalad In accordance with R403.321. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R4024.1.1 and starting July 7, 2017,this project requires an envelope leakage test report With envelope leakage no greater than 7.0 ACH60(R4024. .2). REVISION BP# 12Aii/ Oo U DATE / U ani i a« SIGNED +>'la• (iNAxpO a� PoyIh6uM8lMwtu12111afaAP8 F61Droaa raaWE,eryl9Flatla2o11 salsa a5.4.1Wmpprl6ofow,eROtg�mt72ppOPy _Md3wna H$AAn Mma3339-Lot76ABCCrW Calk-els Fm,rWwYne:E FORM R405-2017 Building Input Summary Report PROJECT Till : T�heeAnna Made Bedrooms: 4 Address type: Sheet address BO.winp Type: Toll Brotliters,lnc. CondltionedArea: 3228 BIOBIWSubdivision: #ofUnilts4:� 1 Total Stoles: 1 Plalbook: PuGo ilderNme* OwalCo's eating&Air Con nty Rorst Caw Oo ShenttY� Lot76Atlentic Beec Junsdlchan: 251000 Cmss VenLlahon: No City,State,Zip: Atlantic Beach,FL 32233 FamilvyTVyppe Sin99le-FamilY Whole House Fan: No NeW/E1tls'tlng: NeW(From Plans) Terrain: guyurban Year Con 2018 Shielding: Suburban Comment CLIMATE aFlgn Temp Int De n amp eatlng esign qtly amp ✓ Design Location TMY 56e Zane 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jmjo m�le NAS 2 34 96 70 75 995 46 Medium BLOCKS I Name Area VoWma 1 System 1 3227.50 W 33670.13 W SPACES • Aree Valuate KBnhen Omtpanm Badmoms MID rmshed Cooled Heated 1 Study Be00 W 1784.00 fl No 1 0 1 Yes Yes Yea 2 Foyer 134.75 W 1649.63 M N0 0 0 1 Yes Yee Yea 3 KBrhen Great 850.00 R' 8715.00 M Yes 0 0 1 VaYea Ye a 4 Masla7Betl 280.00 fl' 2880.00 M Na 2 1 1 Ye.' Yes Yea 5 M TToil�ett 22..7�5� qRp'' pp2pp2657.560 1ftptNo 0 0 '1I Yes Yes Yes 7 MW IC 148.50 M ,481:88 R' No 8 5 i Yea Vas Yes 8 Pedr 30.25 W 302.50 ft' No 0 0 '1 Yes Yes Yes 9 Laundry 71.50 fl 715.00 R N0 0 0 1 Yes Yes Yes 10 Bad 4W 191.25 If 1' 2721.25 Wft� N0 1 1 1 Yes Yee Yes 72 AH 35.75 W 321.75 ft Na 5 5 Yee Ves Ves 13 Beth 3 54.00 W 485.00 W No 0 0 1 Yes Yea Yes 14 BSC 35.75 fl' 321.75 fflV+ No 0 0 1 Yea Yes Yes 15 FODp 110.00 T 990.00 to No 0 198005 ft 121.O6 T. No 0 0 1 Vee Yes Vee i7 a 4 d Vea Vas Yaa 18 Loft 41926 fl' 4785.25 1t' No 0 0 1 Yes Yea Vea 19 gems 193.75 W 1743.75 ft' No 1 1 1 Yes Yea Yea FLOORS ✓ al Ro.rTyge Spam Perimeter R-Value Area 7% Woad Carl ✓1 Slab On GBGrade Study 216 ft 0 '11356.0050 ftry' 0 1.0 0 3 Slab O�ii GreEe gltlFerf ecircat 59 ft I 05s.00 tt' 5 1.5 8 4 Slab On Dade Master-Bed 37 ft 0 280.0 W0 1-.o 0 ' 5 Slab On Gmde M Toilet O ft 0 22.75 W 0 1,0 0 6 Slab On G lde M Bath 19 ft 0 205.75 W 0 1.0 0 7 Slab On Dade MWIC 17 ft 0 148.50 �' 0 to 0 8 Slab On Gatle Wdr O ft 0 3025 0 .0 0 9 Slab On Gale Laundry O ft 0 71.50 W 0 1.0 0 10 Slab On Slade Loft D ft 0 88.00W 0 1.0 0 ROOF Roof cable R..f SolarEmig limit Dead Push ✓ # Type Matedals Ana Ama Color Al sOc Tested Tested Inwl. (deg) l Hb RoafMph 2231 W Dadr 0.75 No 0.90 No 17 27 J p H¢ RoofAsph 1051 W DaM 0.75 . No 0.90 No 17 27 ATTIC ✓ # Type Ventlla8on WM Ra80 0 inAne RBS IRCC �I Full and, Vented 300 1995.50 ft* N N / 2 Wllana Vented 300 940.00 W N N - M.1,i erw,yae.dp• pages, maWSJle®l#heMRmB18A.a8 RallanBBB PoBhEnmr'aFlmlaa2m] aettlon4n5A.16mpllertSNrwee2al&.Wtl 359 ..MCGowanBHbA`MaNeM1 9asB-Wl>9ABCC.nO CNc•MJ9 FroNNorhcea:E FORM R405-2017 CEILING J M Going Type Space R4aNe Area Framing Frepbn eeType 1 ShNgke Vardid Alilc R3 Foyer 38 27.MW 0.10 - Wood 2 Shingles Vanled Algc R3 Mader Bed. 30 197.00 ft 0.10 Wootl 3 Both @ Vantec AtibpR3 MTOIIet 30 19.p500 ft 0A0 Wood 5 Slhi'&a.Manley All 3 MWIC 38 148:58 ftw' 0.10 Woo - 6 Shhg saw Mac R3 Pudr 38 27.50W No Wood 9 6h'e��9 as Waned Mc AfticR3 �B�B" 39 130126 ftqq' 0.10 ootl 9 Shmgls'Vented Al R3 Si 38 - 33'98 ft' 0.10 Wood 10 Shingles�oteCM cR]3 AH - 38 5. od 11 Shingles Venletl Mec R3 Beih3 39 54.00 ft- 0.10 Wood - 12 Shingles VOMetl M&R3 B4C 38 35.75 ft' 0.10 Wpod 13 Shingg9les Wrad Mdc R3 Foyyeer Up 38 110.p005 T' 0.10 Wood '5 Slhiingee w29 A18aR3 Bath�2 08 '69.00fl 0.10 Wooa f6 Shingles Vented Aide R3 Loft 30 41925 T' 0]0 Wood 17 Shingles Varied Aitic R3 Bed 3 30 193.75 T' 0.10 Wood WALLS Adj.l To Cam ltllh gM Sheaihing Framing lar sat. Be ✓ ! Qnl Wag Typa - Spare R-Valve ' R In R Ia Arse R-VaWe Fradbn (Made% 1 N Exterior Wood2dt Wa Study 19 1 0 It 8 11.5 ft- 0 0.25 0.60 0 2 E Edenor Wood 2x8 We Study 19 13 0 it 8 149.5 ft' 0 025 0.60 0 3 B Edenor Woodww. Slutly 19 12 0 11 6 130.0 M 0 026 0.60 0 4 E PEar1tl�oor Wood 2x8 We Foyer 19 105 0 11 6 115.0 R 0 025 0.60 0 6 B ExteAor Wpoaa22'IA1�7a Kdc h"Lat 1; 31 8 11 8 399 � 0 025 0:80 8 7 W Ededor Wood 2x8 We Kftcren Oreal 19 20 0 it 6 322.0 ft' 0 025 0.60 0 8 N Ededor Wood2a8Wa MasteFBed 18 18 0 10 0 160A ft 0 025 0.6D 0 9 S Bxleuor Wood 2x6 We Master Bed 19 3 6 10 0 35.0 ft' 0 025 0.80 0 10 W Exy moi Wood p24 We Mager�Bed 19 1B 8 10 0 197500 1ft 0 025 0.60 0 12 N Fxtenor WOod 2x8 Wa MWIC 18 it 0 10 0 110.0 fl 0 025 0.60 0 13 E Exknor Wood 2x6 We MWIC 19 3 0 10 0 30.0 1N 0 025 0.60 0 14 W E ror Wand 2%B We MWIC 19 3 0 10 0 30.0 ft' 0 025 0.60 0 15 - Pad'Non Wall 11 10 6 1D 0 105.0 M0 022 020 0 19 N Wgn waea wa &ad<" 1d 4 $ '8 8 69:8 8 825 8:50 8 18 E Exterior Wood 2dl We Bad 19 13 0 9 0 11].0 M 0 025 0.60 0 19 8 Exterior Wood 2di Wa Betl4 19 13 0 9 0 11].0 M 0 025 0.60 0 20 8 Edenor Wood 2di we B3C 19 g5 6 9 0 49.5 ft' 0 0255 0.80 0 22 N Estero, WOWM We Foyer'tip 19 11 8 0 0 9B0 ft- 0 029 0.80 0 23 E Edeior Wood b6 We FDVVeeNp 19 10 0 8 0 90.0 ft 0 025 0.60 0 24 N Edenor Wootl 2a6 We Bad 2 19 11 6 9 0 103.5 e' 0 025 0.60 0 Z2g5 WW �Dd nor wood 2Nee We Bud 2 19 16 6 9 0 139.5 ft' 0 025 0:60 0 31 N Edeaoi WaO� We BLoft 18 15 5 8 115.5 fl 0 028 8.88 0 28 E Ededor Wood 2x8 We Loft 19 8 8 11 5 99.0 ft0 D25 0.60 0 29 S Ededor WoodW We Bed 3 19 15 6 9 0 139.5 ft 0 0.25 0.60 0 30 W Ededor Wood 2x8 Wa Set 3 19 12 6 9 0 112.5 ft- 0 0.25 0.60 0 DOORS ✓ 5 Out DoorTypa Spam Storrs U-Value WIdth ht Ft In R n Area .5 E Door,Mtl sc"per Foyer Nona 0.390 3 0. 8 0. 24.0 ft' J2 N, Door,ntl ectype Foyer an 11.390 2 8 8 0 21.3 M °t{a=W1` 16CIC^ 2018Jen1731e5:f9 Re1L5JIeOlyY.afea13e1916A118 R5UppppD RBWFmrpyaFblEa]01T Se[tlon405.4.i CorNlim[eolbmn Pail .blGnwRIW1WmM1Wba996-1u170PBCCnp Cal-MN Fod Worhms E FORM R405-2017 WINDOWS pp g ��to ✓ # Carl VID Frame P.. NMC U� auor SHGC Stands Me Deplhre Smaeparation Shatler Saddening 1�11 SSE 323 Vin LLLou�E Double Yes 0.33440 0.27 No p21 p0p.O1Vft' 8 n 0 in t n g le None ouutdtoor 3 E 4 n�y{l LowE BO. M Yes 0.340 0 22 No 12.Oft' 1 d a In 119 81n None oldd-Z 5 W ] T�151 WwE Double Yes OSW 0.39 No 9601t 81tOln Oft6h Oln Nom outdoor 8/ W 7 YWYaa1pN�111 �L�000�wwFEEDouphHissd Yes 0340 0.27 No 322p8pOWq 81qt 4o In Otftt 8g In Blinds outdoor 8 W 10 VWjI LdwEBolulble Yes 0140 0.22 No 54.0M 1ft4�n 1R>i V; BYda45' outdooi 9 N it w Los EDouble Yes 0.340 0.27- No 12.Oft 1ft4m 11 ft01n None None 10 N 12 Vki Low Double Yes' 0.340 0.27 No 4.Oft 1141n 1 ft 81n None No 11 E 78 VWyI LovAE Daubla Ves 0.340 027 No 15.Oft 1ft4in 4ft0in Blasi outdoor 12' S. 19 Vie Lo*E Double Yes 0.340 027 No 12.ift ift41n 1ft81n Blnds45' outdoor 14 23 s Ea Double Yes 0.180 8.22 NS �:8 188 3d&V" BIfPo�S °N °e7 15 E 23 W Low Double Yds 0340 0.27 ' . No 8.Oft ifi41n 5ft OH None None 18 W 25 VWN Low Double Yes 0.340 0.27' No 30.Oft ifl41n ift81n Blbtls 45' outdoor . 17 NWN 28 VWyNy77 LawE Double Yes 0340 0.2277 No 4.BR 1ftryry q4q in IIt gB lhn None None 10 E 2B n La�Ooube Yes 0.340 0.27 No 12.Ofi' 1fi4�n 1R8W Noe oNoner 20 W - 30 W Los�Double Yes 0.30 027 No W.OW 1R6 in ifl51n BFds45' au0000r GARAGE ✓ # FO0rAra9 Calling Me Exposed Well Narreter A%%Wall Height E7osed Wall Insulation 1 940 ft' 940 ft 108 It 12 ft 19 INFILTRATION # S. a Method CFM 50 ELA lA ACH ACH 50 1 Wholehouse Blowm Door 0:000399 3368 1853 347.9 0.57 6.00 HEATING SYSTEM ✓ # System TSubtype Effidlency CapacityBbd Outla 1 Spilt alrsourre heat pump HSPF:82 45.6 kBhuhr COOLING SYSTEM ✓ 9 SlotardT a Sub . E111dency Capacity Aid Fbw SHR Blod Duds / 1 Split air souls heat prep SEER:14.0 43.3 Itl3fibMlr 1531 o1m 0.80 1 assist HOT WATER SYSTEM Y System TVpe Subtype Lusatian EF Cap Use Elellont Consendation / 1 Propene Instantaneous 0.92 0gal 70 gal 1207 None 3uppl Realm AV CFM 25 Pelrent HVAC# ✓ # Location RYVaIs Area Location Wee Leakage Type Hantller OM Leakage ON RLF Heel Cool Z1 EnBm House Attic 6.0 665fl' Endm HousAtlic 151ft' cawlaawae+ s„sn1 (Default) 6.00 1 1 TEMPERATURES Pmglarl Thehmostat: Ce5nit Fare: tL-w91 X 1Jee f x F I XI Ma; € Xl l Xl a € l l 1 1 =1 1 #] f l s� [ Xl � l #baa Themwatet Schatluls: Florida BulLhlp Cotle,8th Ed11on Hour: Schedule Type 017 1 2 3 4 5 0 7 0 9 10 11 12 CooliN(VND) AM 75 75 75 75 75 75 75 75 . 76 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Coo"ONEH) AM 75 i5 75 75 75 75 75 75 - 75 75 75 75 PM 76 75 75 ]5 75 75 75 75 75 75 75 75 Heating NVD) AM 72 72 72 72 72 72 72 '72 72 ]2 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heading NBA) AM 72 72 ]2 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 ]2 72 72 72 72 72 72 mH rnr'Igal�Lwutl11' WpIFSJbAUIiwhW 26191aP.0a R81A[Co0 AphLEehgOFlooW2017 SsPMCa on5A.1 Iauaoou2011172155'3B Jh3owM1 1—Mane3330-In170ABCCoa car." FMOwrYue:E 'a.. FORM R405r20V ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTtN L�D N PERd Rth aN1.:�FDent�laW..97 Lot 76 Atlantic Beach Country Club,Atlantic Beach, FL 32233 I.Newo3nsundbnoreAsing New(Fram Mr.) 9.WaIll" Insulation Anse(W) 2.SNgk hm6y or multiple family SvlgleFemsy a. eed2x6Wa8R19 R=19.0 3198.60 3.Number of un%s,%muNpk famly 1 . b. W911WAdjacent TOGerege Ra11.0 229.50 a N/A R- 4.Number fbedrooms 4 d. NIA R- S.Ismisawralaase't No 10.Cellhgg Types Insulation Area 9th 6.Conditloned tloararea ft) ' 322].60 a. Shil9, Wrobed Attic R3 R2la 1995.51 b. N/A R= 9.Windom" Desolation Area0� a N/A R. a.UFador Dbl,U4.340 384.9] (fi SHGC: SHGC4.29 - 11.Dude R Area 0Dg b.t adoc Dbl,U4.540 96.0 e.SuptEnft House AtlltlRet:Erdlre House AftWAH:S 8.0 0. SHGC: 131143C4.33 e.IaFactur. SHGC: 12.coo l"ng systems - MotoEffidenc/ d.UFadao a.11%, ou¢e heat pump 43.3 SEER:14.0 SHGC: b. Area WeghtedAvamge Cannon Depth: 3.36] It Area WeghtedAverege SHGC: 0.282 13.Hearing syslems returnr Effal a.Spla alt Bounce heat pump 45.6 HSPF.82 b. B.RooriYnes Insulation Asag 14.Hot watersyxtems a. Slab On Good. R4.0 2935.50 e.Prepare Wrtammneous(0 gal Cap:0 gal b. N/A R= EF:0.92 e. NIA R= b.Consewationfeatures (None) 15.Cretl%s None Icer"that this home compiled with the Florida Energy Efficiency Code for Building Construction qHe Sgy2 throughtheabove energysaving feaWreswhich will be installed(orexceeded)in thistwme before @ final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliantfeaWres. - Builder Signature: Date: I I,5j//(i - Address �7 �� ° Address of New Home: City/FLZIp Q'NQnr_ RIGCI� `may Or i "Label required by Sedan 303.1.3 ofthe Florida Building Code,Energy Conservation,if not DEFAULT a,aaoenyem�mr - mBam.n39ssss PoaM3i110flll�versslal-W5oareWortu PootIEARYa Fb ae cot] sadMla5A.l Cwnpllaa BOlWa�e vase _M<bwaMHMWra ANaa 9330-WIre PBCCrip Calc=Mla Frod WorYncE FORM R405-2017 FID 1nta,7h e96ldiIl Birt ss and Professional 10 ul io s f Res' nal le wldi a ormance and Prescrl I�e et�iods ADDRESS: L%gA.gengT a ungy Club PERMIT#: MANDATORY REQUIREMENTS -See individual code sections for full details. SECTION R401 GENERAL 84101.2 Pm)ecla shall complywiM one of the figlowing: 2. section R405 am the proNssbns of Sedbn 8401 though R404 labeled Mendatcyl - R401.3 Emrgy PertarmahaLevel(EPL)tlisplay card lMantlaWryl. The bulling ofidal shat reqube tat an energy pe�an�ceda L) tlaploy and be completetl and dem" bythe buNNtlerlo be accurele antl correct before final appmwl of the lou (Section 553.9005,Fto Stalues)re arms Ne EPyLdisplay mrd io ba rxludetl es an eddanryrytlum to eedt sales confmctforboN premkl end firen.Id. n ho ad snntlsfiedin et%aleub ll'etl to dump andtie cope Pynflembo9 halo lldingtlAcopy uflihhe EPLdtlLagp�yt N o fYntln AppentllliR4 tlsthe Plans R402.4 Air leakage(Mandate The building thermal envelope slid be cormobbed to limit airloolage in accordance with Ne requbemenis of Sections 8402.4.1 through R402.4.5. Excelpt n: Dwe9ingg under of R-20toosomaa and multiple attached single family dwebhgs Shall be permitted to I mmprywrth Section C402.5. 114024.1 Building thermal emrelope. The hulding9 Nemlal envelope aheY compyvMh Sectbm R4024.1.1 and R402.4.1.2. The sealing methods behwen desmYarmaterials sinalI slow fa di oodial moment and contraction. 84024.1.1 Imbllation. The components of the binding themed mwbpe as listed In Table R402.4.1.1 shall be insisted In aowrdi i with Ibe W m rnifrctundes insdiom and the criteria fisted N Table 402.4.1.1,as appplimbk to the method dmnstR don.W om required by the code official,an approved third party shall inspect ad components and wdry compounds. R402.4.1.2 Ti building ordweling and sheg be tested and veiled as hating an etlealm% nate not exceeding sawn eh changes per hourio Climate Zones land 2,and fives alyd manges perhourin Chowe Zones 3 through B.Testing sha0 W conducted in acrsNenbe vnhANSVR EUICC 380antl reponed ate=of0.21nchw.g.(50 Pascadd IcAsinalbemnduckHbyeltuar indMduals as dabbed in Section 553.993(5)ar(f),nodda Statutes or irs ivbluals Ilcensed as sei forth In Section 489.10 5(3)(1.g),or 0)or an ad Aw enrepoddthemwksoflhetadshallbesgnedbyy MepartymmfudirglinetestandpmWde Wfinemde oihieL Testing shag be perfamred at anytime demarcation of ad conclusions of,he buiding thermal envelope. I Exception: Testing a not requlmd for additions,ablations,renowthe s,oro pens,of the buikling thermal envelops of etlding 41 bubdings in which the new mnsimctlon a less than 85 percent of the bullding thermal envelope. - Y) During testing: _1_Exleriecwintlows and tloors.firempplam and etow doers shalbecbse4 but not sealed,beyeM the Intended _ . - wnagersiriPpphgg orotlur hpllnagon mord measures 2.Dampers Irrdudalg exhaust,Intake,makeup ab,backdmfi and We dampers shill be closed,but not sealed beyond Intended fold tion moral measures. 3.lintendo doom,If hgabed at the time of the teal,shall be open. 4.Exterior doors for continuous onidatloh eyatema and heal mcci ventllatom steal be cloned and sealed. 5.S.Supply end return and regaheremlf instated at Ne gree of the lest,9 In oat a time of the sshall bt shalle fully open. e tumed g R402.4.2 Fireplaces. Newwootlbuming foeFcIsms shall have tghl-figing flue dampers ortleols,and outdoor examinationalall. When using dight-fitting doors on factorybuid fireplaces llisted and Isbeledh accordance with UL 127,the doom shall be meted all listed forthe fireplace. Where using tight-flgging doom on masonry fveplaod the di shall be bated and labeled N aonNanwwOh UL 907. i I R402.4.3 Fomented.,air leakage. Wallowa.skylights and aiding glass doom shall haw an alrimantlon rale of no more than 0.3 dm per square foot(1.5 Ushri and swimgIng doom no more than 0.5 dm per square foot(2.6 UsM12),when testetl something to NERC 400 or AA I)MA SA101A.S.21A440 byaneoaedted.lndependent laboratory and listed and labeled by the manufacturer. Exception: SXabuillwindoweskyfghtsmo doors. �CIa- aw.1Y4aNtivc Ys^ tot6 /72155976 FrouNC �.w.... . �21e5JIe0Umem120fe18.eAo00m WpKEmrBYaFbMe2at] SemonAa5A.1 fnnT4HsoMen PeOa] _a:Aloweib HagWm Wne999B-Lol]e ABCCnp Gk'Ma Ya Y¢cE FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) R402AA Ran=coral fuel4mMng appliances In Climate Zones 3 Mmugh B,wham open combuswn air duds protide combustbn air to open combustion fuel bumhg appliances,the appliances and combustion air opening shag be bated outside the building thermal enw.bpe or andaSanta e man,iselakd from inwde the thermal enielope.Such moms shall be sealed and Insunted in scmdammwtlh the emwbpe requirements. of Table 8402.1 2,where Me wags,loom and railings shall meet not less than the basement wall R-value requirement. Tire Eom Wo the mom shall be fully gasested and arrtyry water lines and duds In the room Insulated N aamdance*in Sedan R403. The mmbalnn airdud sha0be nsuleted where it passes through rand toned space to a minimum of Rd. Exceptions: I .Oired vat apliancesvoth bath stake and eMausl pgNs nstaled contimmus to the culture.2.Rmplaces and doves mmplyng w Sedbn R402.4.2 and Section 81006 of the Floods Bul Code,Residential. R02AS Recessed lighting. Rammed luminame instated in the buddnggihernalemelope shag be sealed to lbnil an leakage petwxen condilloned and ummndigo ed spaces.All recessed luminaires shall be-IGrated and labeled as hating an air leakage rate not more tion 2.0 dm(0.944 LIs)when tested in accodancesSMASTM E283 at a 1.57 psf(]5 Pel pressum tlHfemntial. Al receseed Wminalas shal be sealed wgh a gasket ormuR beMeen the housing and the Intenorwa I or coling covadng. 8403.1 Controls SECTION R403 SYSTEMS R403.1.1 Thermabl provision(Mandatory). Al least one the rrosiat shag be tort forearh separate hearing and moing system. - R403.1.3 Heat pumppsupplamenpry heat(MaMabry7. Heat pumps having supplementary eledmdewstance heal shat hams cannot that,except dumg defrost,prevent supplemental hoof opemibn men the heat pump compmssormn meet the M1eagng load. R403.3.2Sealing(Mandatary). All duds,air hantllere,near bases and InAdirg WISS,Nat form the primary air mnlanmerdpF(SSagewaye for air distribution Systems shah be mnsdered duds end plenum chambers,shat be co rstmded and sealed In.=don.with 5edon G03.2.92oflhe commercial Pmvlwons of INS mtle and shag be Koen to meet dud flintiness cMedo below Dud tghtness shall be verified by among In ecmdancewith ANSIORESNETIICC 380 by eftherMMduan as defined n Section 553.993(5)m(T), Fiotl Stites,orhdivdualeicensedescotfodhin Sedlon409.105(3)M,(g),or(p,Florida Statutes,to So Isubstanlnlyleakfree'in - aonbance with Section R403.3.3. R403.3.2:1 Sealed air handler. Air handlers shall have a manufadmei'S dewgnatbn for an air leakage of no mom than 2 percent of the design alrtow rata when heated It accodance beth ASHRAE 193. R403.3.31Dwttestng. Duds shell be pressure tested to determine air leakage by one of time totaMng methods: 1. Rough4n test Total leakage shag be measured Win a pressure differential of 0.1 Inch wg.(25 Pe)across the system,Including the manundurefs air hanfterenciosure g Installed at the Oll re ne ofthe test. Agisters shal ataped or oiMrwe,Sealed during the test. 2. Post constmdmn test:Total laakege shag be measured Win a premise di ferential of 0.1 inch wg.(25 Pa)across the emAe system,inducting the manu Soul air handler endroure.Pl registers Shag be taped or otherwise sealed during the test. Exceptions: 1.A dud leakage test shag not be required where the dulls and air handlers am located!entirely within the bull thermal envelope. 2. Dudtest,la not mandatory for buildings mmptyng by Section 405 of this code. Awdtien report of the msuts of Ire test shall be Signed bythe pally conductir the teal and proNtled m the code olfidaL R403.3.5 Building Canyndadles(Mandoul Building burning al shall not be used as duds or plenums. oabelow Mechanical ch(13 Cl)er bpiping ipingted ulebo nMum of R�3. Mechanical system ptp4g mpabk of carrying fulls @bow 105-F(41-C) R403.4.11pr0mctionofpipirgirsulation. Piping lnaftalion exposed to weather shag Me pmleded from damage,including that ®need by wnight,masture,equipment maintenance,and wind,and shag protide shieldng from solar radiation that can rause degradation of the material.Atlheanre tape shag not be permitted. 8409.5.1 Heated wamrcircdatian and temperature nrenea System(MemMmry Heated water Gculagon systems shag ben accordance with Section R403.6.1.1. Heal trace lure termpersture malate stance systems sh be In accordance beth Section 8403.5.1.2. Automatic annual temper sensom end pumps shall be accessible. Manual controls shall be readily accessible. 8403.5.1.1 Cimtation syletarm. Heated water drabtbn systems suet be provided with a circulation pump. The system retum pipe shall be detlaated moan pipe or a cob water supply pippe. Gral and th uramphon aroulehon systems shall Seoul roll. Controls fordralafng hot warersyatem pumps shell sired the pump based on iha nantifla00n of a demand for how water wtlhh the occupancy. The mnaoh shall autdmatialy tum off the pump when the water In the dr elation bop is at the desired lempereturs and when them is no demarn forhol water - R403.5.12 Haat trace systurc. Eacddcheal Sol systems shag comply with IEEE 515.1 or UL 516. Controleforsuchsystems shat automatically adjust the enerrg9y Input to the heat tracing te to maintain the desired w0lermperslure In the piping n acoordlence with the times when Mated water is used in the owipany. ^I#+<`WWgyitimukC• PoyHSJa®U'iwrsel2%ete,0➢B PSlMe000 RAnEm Flo lm H117 Sedon4a.4.1 Co�mnea hpSW".van2016,pn1T2155a9 es .f Gwo"H&A re Mulaaea9-LWMABCGnp Call F MMorhme E FORM R405-2017 MANDATORY REQUIREMENTS -(continued) R4016.5Heat beppss(MandabrylI. Storage water nesters not equipped with integral heat traps and having vertical pipe users shall haw,heat craps inaalkd on both the intact and outlets.EMemal heat traps that whoa of either a mmmeraal0Fyycotd awtlable heat imp or a dowawad and upward bend of at least 3112 inches(89 mm)in the hot water dianbullon One and water line located as apse as possible to the storage tank. R4016.6 Wafer healer efficiencies(Mandaaryl. 8403.6.6.1 Met water Mater tompae0se controls. R4016.6.1.1 Automatic controls. Seance water heating systems shall be equipped with automatic temperature controk capable M of adpraent from the lowest to the honest acceptable temperature settings for the Intended use.The minimum temperature seting Rage shell he man 100-F to 140°F(38-C to BPC). 144015.6.1.2shutdoxn. Asetamte switch or a cieady hedged hwit breaker shall be pmNded to permit the pave,supplied - to electric seancesystof ms to be med bf.A separate valve shall be pprovided to pemA the enegy aoppled lip the main Dimem.) ofwmbustun types fseems walerlumang systems to be turned!off. _ R403.6.6.2 Watar h•aflngg equipment Water ending equipment Installed n resNentlel units shall meet Me minimum effdenoks of - Tabk C4U2 N Chapter of the Flodda Building Code,Energy Conservation,Commercial Provisions forme type of equipment installed. Equipment used to provide heating functions as pad of a wmbivake system shag safestyry all haled requirements for the appropriate water heating caagory. Solarwater heaters shal met the oilers of Section R603.5.fi.E.1. 114015.6.2.1 SolarwearheetingaysarrL Solarsystemsfardomesgchotwalerpmduclon are rated bythe annual wlarentgy fadorotthesystem.ThewlarenegyadorofssystemshallbedoterminMfmmintF Ma Solar Enegy Center Dlmdaayyof Dabbed Solar Systems.Soar orlectprs shall be tested h awadance Win IW Standad 080,Test Methods for Solar Colkdom, and SRCC Standad TMA Soar Damask Hot Water System and ComponentTest Prolat ColleMrsto installed solar water-heating systems should meet the following orders: 1. Be Installed with a 1111 anglebetween 10 degrees end 40 degrees of the hodzordall and 2. Be hstalkd at an orientation wlthn 45 degrees of tme south. . - 8403.6 Mechanical wntia6on(Mandatory). The building shell be formatted with ventilation that meets the requirements of the Florida . Wllg Cade,Package]orlImpla Building Code,McHmnleal,as applicable,or with otherapproed means of ventilation,nauding - Nearel,Ingbatian or Mechanical means. Outdoor air intakes and exhausts shat haw automatic or gravity dampers that dose when me ventilation system k not operegng. R403.6.1 Whoa8ouea mechanical singleton system fan efficacy When instated In function as a whole-house mechanical wntgation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where mechanical ventiatbn fans are Integral to tested and Wad HVAC equipment,they shall be powned by an elactonirally commutated motor. 19403.6.2Ven61ationith. Residential buildings dedgned to be operated at a posi0w,indoor Presque of for mechanical eentlafwn shot meal the following o ti 1.The dear air change per hour minimums far residential buildings in ASHRoiE 82.2,Ventilation forAccem ble lnd00rAF Duaity,shalt be me madmum mtes allowed for menential apDplcedorrs. 2.No wntlegon oriirmndlbning system makeup an shall be nodded b wndbored apace Mn elgcs, ffawtgtyetm,anMedendatedggaRjgetorallld00,ep msaditmnttoswimmingpeek present. 3.Ifwrill tionatrlsdrewnfromenclased spacesigg,then the walls oftherpice(s)em owhich abs draw shag be mum insulated to a miniof 8-11 and Mewing shall be insulated to a n4nimum or R-19,space pemtl ,orR-00 othemke. R403.7 Heating and cooling equipment(Mandatory). - -'- _ - -- R403.T.1 EgutnmerRsizirre Hissing and coung equipment shall be sized b accordance with ACCA Manual S based on the equipment bells calculated In accordance with ACCA Manual J or other approved methodologies,heating and worngg calculation based on bulkingg].ad.forth,directorientation of the building.The manofecturer and made)number of the outdwrand Indoor unisOf spit syskm)shall be submitted alopugis th the nsbk and total cooling capacties at the design conditions desmbed in Sedlon R3o2.1.The code apes not allawdesignersafetyfactore proMdont forfulure expansion orotheractors that aRep equipment sizing.System siril99 calculations shall nod include loads Heated by lout Intemraent mechanical widlation such es sunded kitchen end bathroom eMllaust systems. Newor replacement heating and cooing equi mens shell hew en sfldency rating equal to or greater than the minimum requnred by federal law forthe geo,midn bcatbn where the equipment a implanted. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FANLOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY(a) AIRFLOW RATE MAXIMUM CFM CFWA1ATT CFM Range floods - Any 2.8 dribaatt Any IrNinelan Any 2.8 dhnhgaft Arty Bathroom,utility room 10 1.4 cimM1vat <90 Batuoom,utility room 90 2.8 cimAvat Any For SL 1 cin-28.3 Umin. (a)When healed in accudarlce FM Standard 916 -,}r-'.?i'-r4glAtroWaR� 2o1a 17215524 Fi9t45uM®Utiw�ul zam l8.o.adnswll0,'V Po9riae�A�FW14•W17 Sawnaos.4.l eorrPllvlso(erw Peo•9 -McGorada WAWniWft333B-LoImASCCM Cee-MUS Fronnowfewa E MANDATORY REQUIREMENTS -(Continued) R403.0.1.1 Coding equlprmscapacly Cooing only equipment shall be selected so that its total capacity,b not lass than the calculated total bad but not male than 1.15 times greater than the total bad calculated midedi ing to Ne promdum selected in Section 403.7,or the doses evadable sire prowled by the mmermc ureys pmtlud lines.Ther corresponding brant capacity of the equipment shall not be less than Me ahnlafed latent bad. The published value forAHRI total rapadis a nominal,mangiest wide and shall not be used for equipment sting.Meredecm la 's expanded performance data shad be u e to select coolingonly wi pment This xlachon shag be based on gw outdoor desbn dq-bi temperature for the bad calculation(or entering water temperature forwate,sourm equipment),the blower CFM prodded by mounded performance data,the design value for entering wet-buld temperature and tide Image yalue for entering d"db temperature Des w4n velms for entering wet-0ulb and drybub temperatures shah be for the indoordry bub and relates humidly used mathe load abu atbn antl shag be adjusted for retum side gains If the velum nudge)Is installed in an unconditioned spam. 1... 1entered a le-and mdfiple4arMy nesidentis equlpmeN sing may be selected so that Its me"ciploty is less ban the almleled total sennble load but not bse Man 00 percent of that load. - - 2.When signed and sealed by a Floride-regislered engineer,n affached single-and mukiple-family units,the cuddly of equipment maybe stred in a®Nance with good design practice. R403.].1.2 Heating egdpmemcapacil3: R403.].1.2:1 Heat pumps I Heat pump all shag be based on the adding rereqquirements es calculated awordig to Emitted R403.].1.1,and the heat pump total dealing capacity shall not be mom then 1.1 as greaterthan the design me M bald even H the design healing load Is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric molasses furnces. FJedric resistance Menaces shah be sired within 4 kW of the design requirements calculated according to the procedure selected In Section R403.7.1 R403.].1.2.3 Fossil fuel heating equipment The®petity offoal fuel heating equipment Win natural dmfl annospheric hundreds shall not be less than Me design load calculated h accordance with Section R403. .1. R403.].1.3 Extra capacity required for ppeecial comislons. Residences requiring excess moll or heating equipment capacity on an InlenMent base,such as anticipated add kenal bads cause !by major entertainment events,shaltg aw equipment need or dentmded to prevent continuous space dealing or healing within Mat spare by one or mom of the folbw rig options: 1.A separate cooling or heating system b utilized to mi dealing or Mating to the major entertainment areas. y2..A wdable rcapacityWsystem seed for optimum performance dyul base bad periods is all¢ed. C403 a Stl C404 orbs im=is ommelias?unites guar aidofSection R4038 seMrg multiple dvrel'vrg aria shag complywiM Sedbns - R403.9 Some melt and lee sysiam controls(Mandatory). Sno and lee siting eystams,mppW thmugh energy s.Mce to the buhding, shall bead.autimatic mntroW capable managing oRMe system when the pavement temperature is above 50.7(10°C),and no precipitation Isfating and an automeicormanual control that At allow shualfv4mn the outdoortemperalure Is abo1e 40'F(4.0'C). ' NOV 0 Paola and permanent ape anergy consumption(Mandestarl). The energy consumption of poole add permanent Was shell bah accordance Win Sedans R43.1 0A though R403.10.6. at Is an R"3.10.1 integral art ofM eeatermounted on aaiedorarto tf the estates aeconxtemab�o anddilyre 3met ii�9914r mm)oftMtch e heater.0yyeadon of such sa tel shal not adi the seghg milia heater-madmostaL Such swdrhesvshahbe InaddNan to a dmAlt hreayerkrthe pownto the heater.Gas-fired heaters shag not be equipped wind mnOnuously burning ignition plate 11403.10.2 Tina switches. Time switches or other antml methods Mat an adammusly tum off and on according to a preeet schedule shall be installed for heaters and pump motdm.Heaters and pump molars that haw bukin time swedes shall be to compliance with this section. Excaptlons: 1.Whom yubltc health standards requFe 2"our pump operations. 2.Pumps that operate sobr-and wase4matredewry pool heating matems 3.Where pumps are powered mduawly Gam ones renewable geneatlon. R403.10.3Cowrs. Wooer heated swimming Pools and omboor permanent spas shag be equipped wlh a wpda-element order an or at the witersufface are rpurd mwrorober means premed to sedum heat)asst. Exception: Whet mom than 70 percent of the energy for mining,computed mer an operator season,is from sle4emwded energy,amid as from a heat pump or soler mangy adders,avers or other wpor4mardant means shall not be amounted. 111403.10.4 Gaa-and all-Hod pool and sppae hastera. AB pas-antl aifired pool and spa heaters stall haw a minimum thenal efgaenccyy of 02 Percent far Magma man eased on or afterAaN 16,2013,when tested m accordance ddb ANSI Z21.56.Pool heatersfired by nature[or LP gas shalt not haw canWuousy buming pilot lig Ida ��M.—` Npt1'Sule®Wwrsa1201B 1eLrIm RBVY/Jm gOtr-Em Mi8Jan11]1hom ryy&F1rWa2017 Mobn405A.i CwmllrteoMw Peps10 ..ViG—.HSAWr®Marh33*9-Lot76ABi Glc=MA Fm40corhmcE MANDATORY REQUIREMENTS-)Continued) R403.10.5Heatpumppoolhommus. Heat pump pool heaters shalhaw a minimum COPot4.Owhentesled in a6mMance v AHR11160,TT able 225tandaMRatingg Conditbns mhrTempeotum.AteampodfmmanY epmdent WbomWryN requirere ce d to wily procedumplance.Geothermal swimming pod heat pumps are not required to meet this stanAaN. R4D3.11 PorhMee e11Mentletary� The anergy wnwmptbn of eledrWpowared portable spas a hal be conusted by the mqulrements ofW P-14. SECTION R404 ELECTRICAL POWERAND LIGHTING SYSTEMS R404.1 Lighting equipment lMandatorA Not hum than 75paroent at the lamps N permanently dntalled 9ghting homes Met he hlghellcacy lamps or not less than 75 percent of the peonanenty installed fighting fixtures shall contain only h gheglcsq lamps. Exception: Lowvolll lghing. 11404.1.1 LlghtingequlplreMlMaMetorA Fuel gas llghtog systems shell not haw continuously burning past lights. wrai��x4!.aoCo^ a01a4o1121,55n0 -- WpIL6JIe6t Utlwrza1301019.0A9n6W0Yb mhEmhb&nwke3017 fie .QSA.iUWllarSaMnn Pa0e11 .MGwMeF45ANm Metle 933B�W116A6CC.�µ Cac-W8 Frw1IXa M1®s:E I FORM R405-2017 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA PhoNeme: Themna Mane Witter Name MCGmvan's Healing&Air Con reW: Logta76Atermccasach CopmYCWb Permit Office: Duval County OWne o TIIrdksea.Inc 32233 P^11n�1A.7umben 261000 Design Location: FL,JarhsonWk NAS I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA.' - - General Acontinucus air bamrsholl W installed in the requirements building envelope.The eantdor Named envelops sealing malerml. contains a coMlnuous bat Break.orloinb in the Air meable Insulation shall act be used ass air harder shall be sealed for Cellinglaftie The air Marler in any mepted eellinglsofflt The Insulation In arrtyry dropped ceiling/soffit - - ahel1DBalignedwithto mumthat and any ehellbefifgriedwlth theabbarrlar. gaps In IN air border shall be sealed Access 7eNngs,drop down stairs or knee wall doors to mwoMlOowd attcs paces shall be sealed Walls reluncb.n ofthe foundation and sill plant Cavities with comers and headers of frame wails ehtl bssaledTm junction of IN top plate shall he troubled by completely filling the cavity aMtwtop of exntrior.11.shall li.sealetl. with a mebial NAM a Martha resistance of R4 Knoll walls shall be sealed. pe Inch Mnbmm Exb,for ihemwl em km insulation for horned ' wags shag as Installed In substantial contact and continuous allgnnentwiti be air barrier winskylights The sppaace Mewaan wlndmv/doorjambe,and fraMng, and= andsaytlghlsandhaMngshallbesealed Rimjolsh en Imubled and Include an air Rim Joists shall les Insulated Rimjoisb harder. Floors including The air barer.hall be installed at any exported Fluor imming cavity Insulation shall be harbilled abowgarage aM edge W ato.letion. W maintain pormani conlectwilh the uM.nide can no flocs) Osumi docking,orticorframing cavity Insulation shall be permit al to be Pa contact with the top motor sheathing,or continuous insulation installed on Me uMersltle uffioor framingg aad esmalm the Mason to top of all perlils ft. Door fuming members. Crawl apace Exposed eadh In umeMed crawl sppaarse shall W Where provided In lieu offloor Insulation, walla covered witha Class l wpormlm orwilh Insulation shall be pemune fly atached owdappingjohMs taped. b to cnoompace walls. shaft,an"Makom Dhctshafls,utllitypsnetrotlom,and flue shaft openln s toextaidorcrumandiflomtlspece shall be sealed Narrow mvitlns Balk In narrow cavities shall be cuts,fit,or mrrove cavities shall be filled by Insulation tint on Installation readily confome oche available avityspaces. Garage Air seali shall W provided between the garage separation antl condIt W. s. Recessed Recessed light thrums Installed In ft buildingg Recessed light Mums Install.I.the fighting bma srl envelope shall be seated W IN dryaall. building thermal..tope shall M air tight and IC mad. Plumbing and Daft insulation shall M cul neatly to It around w16, wiring and plumbing in exterior walls,or fnsulatlon that on installation modify conform to available space shall exond NWM piping and w ring. Showeds,b on The air Writer shell tad installed behind Exntrlor walls adjacent W showers and!WIN exodorwall electrical or commmisabon Moxas or airsealed $hell ba insulated. boxes shall be Im milled Electricallphom The air harder shall be lmtalled behind box on exterior electrical or commebation boxes or alraealed - .If. boxes shall W installed. NVAC register HVAC register boon Met pemhant buildinrgg boon Nermais envelope shall be sealed otha subftcor or drywall. Contended When required W Wsealed,concealed fire sprinklers sprinklers dull only he sealed in a manner bat Is recommended byte mamdaelurer. Caulking or other adhesive seats=shall not be - mad W All wide between fire sprinkler coeur plates and Ovalle or callings. a. InaMlgon,Imp Coonoflogwallssmilwinaecardance wimmepre ions 1ccAcc. ' MpYa'mex�R�'^ 2119 1T31's M PopllSebalMwha1201919.eLe nSWWm Righen e,DF e201T SeCkn4.a.4.l Cwryl�al SOAme Peea12 _Mv[iaxvYsHapNne Mede9]3B-LotT.ABCCnp C&-MM FmdDwr®cen:E FORM R405-20171 r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Methods o Name: Th )LAH oraW1� quiid r�I me: 1K en's Heatlng&Nr Con lWarltr a 33 ' Club �eRnN �ie ounly to Z' : a tlea�� berm um r: pggQpp Iq dceL: aonvllle Cons�1W� 338788. ono. d a: ume: -. Envelope Leakage Test Results Regression DataLeakage Characteristics : C: n: R AregeorMult Point_Test Data: Req uiredACH(50)from Pat cfm- FORM R405-2017: Pa cfin TestedACH(50)a: pas Pa dn 'Tested leelage must hat less than or shoal to the requ'vede ACH(50 shown on Form R40S2011 too this bulltlirg. If th 5 Pa chn tested A�H(50)as sumn en 3,the taking must haw a 6 Pa Lfin merhanimlwnlffetbn system. 402A1.2TastinnnaWen The hooding ortlweang hot shaft be tested and wilted as having an hIlod,age,note of hot exBed'npl air Mangos perhourin Cffmate Zones i and 2.Testing a hell be mnducmd wllh a bbwnrdoorat a pressure of 02 Inches sit.(60 Pascals). TeaOngshagbe - oonduded byedherindivHuels as define din Secdon 553.993(51 or M.Modda Statutes crindiWuals ilmnwd as wt bdh in Se n489.105g)(Qj),orNoranappmwdgidpally Aw enreportofthemsutsofgrecealshatbesined by the party ronducgng the test antl pmv6ledbe eofrwel. Testing Mal be performed at any time efteraeation of at penebationa oft Re bui hg thermal envelope. DuringFtestng: 1. hFiltwmtwn co sadrol doom'sfrepWas and stow doom Mail he dosed,but not seated,beyond the Intended weatherstripping or other 2.Dampers induding etlaud,Intake,makeup a"r,baotrdnofl and flue dampers shell be dosed,but not sealed beyond Intended migration ronlml measures; 3.Interiordoors,ffin at al be time of the mat,shat be open; 4.F�dedardoors formntmuous ventilado systems andlleatre nNators shag ba dowtl and sealod; 5.HasWg and cooling systems 1'Installetl 21 the time of the test sf�a0 be turned oft antl 6.Supply and realm reglders,If hstaled al the time of the test,staff be Wry open. I herby certifythat lhe above envelope leakage Testing shall be conducted by either as performance results demonstrate compliance with individuals as defined In Section ov1 , �4TF Florida Energy Code requirements in accordance 553.993(5)or(7),Florida Statutes 1;3 with Section R402.4.1.2- or individuals licensed as setforth in Section 489.105(3)(0 (g),orOor an approved third parlyAwdtten ,;c;:, a' report of the results of the test shall Signature: be signed by the party conducting the test and provided to the code o40 .1g*+ Printed Name: official. DATE: BUILDING OFFICIAL: DATE: +'p eT4W1�L9{slfE- 2010Jan1]a155:]8 .MCGo 1-&4Mnalkaftsasalea_-LOIT®lW oa lal,".nBRSIIMIXU NarLEreryyWFlrcIEe801] SarLm405A.1 rumpllart SaRaxre Papa 18 LIX]BFaCCnp Glc•M.e FrortNorhmt E Project Summary Job: 1 J Datil: 10115118 +t ,,,� (Rest of House) By: Renee Brown /• McGowan's Heating &Air Conditioning 11320 E.Phillipa Pi Ur..Jackal FL 32056 Pil XW278O038 Fee 901-2781 El Wet:xwx.mcyovemse mm Lkerse CMG.. Promect Information For: Steve Menen,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedm, FL 32081 Phone: (904)217-0739 Fax ((904 814-8173 Web:wwe.tollbrothers.com Emai:smenen@tollbrothersinc.com Notes: Anna Maria Design Information Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 34 "F Outside db 99 eF Inside db 70 °F Inside db 75 eF Design TO 37 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29439 Bluth Structure 28178 Stun Ducts 4513 Btuh Ducts 5807 Stun Central vent(0 cfm) 0 Blum Central vent(0 cfm) 0 Bluth (none) (none) Humidification 0 Stud Blower 0 Stun Piping 0 Btuh Equipment load 33952 Stun Use manufacturers data IF Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33985 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5356 Btuh Duds 985 Stun Central vent(0 dm) 0 Blum Heating Cooling (none) Area(ft') 3135 3135 .Equipment latent load 6341 Stun volume(fly 32456 32456 Air changes/hour 0.37 0.19 Equipment Total Load(Sen•Lat) 40326 Bluth Equiv.AVF(cfm) 200 103 Rel total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14N80480000AD Cord CH14NB0480000A0 AHRI ref 9162789 Coil F84CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Healing input Sensible cooling 32200 Btuh Healing output 45500 Bluh@47°F Latent cooling 13800 Stud Temperature rise 30 "F Total cooling 46000 Btuh Actual air flow 1400 dm Actual air flow 1400 dm Air flow factor 0.041 cfm/Btuh Air flow factor 0.041 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=27`F Backup: Input= 10 kW, 01 35260 35260 Btuh,100 AFUE .J' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. •r wamhcsoiC^ 2018-0e,160614m —. ..._ Conladewlderbp Rfi9MesA18.031R$U12270 Page gyp` ..11 Bris1elsW na Mara 3135 eight Lat 78 PB.mp Cale=MJ8 Front Uew lams E 1 e First Floor tax to tax 14 t2- sxto s• 14 xs 6' 10x6 6' Sup weer m x s ta' 1P �.., 9' 6" 6.10 T 8" �3-Fan 00 �l 10x6 8' ppryry 511,15 3'Fe F.q 12x 12 04WVTCa 4' 6 10.6 10 0x6 6, 12x12 8' 5" 9' 8x10 a' s' toyer ia.ney Ir m 12x 6- gar � Job#: McGowan's Heating & Air Conditionin Scale: 1 : 114 Performed by Renee Brown for: Page 1 Stave Marren 11320 E.Phillips Parkway or. Comfort Builder by Wtlghtsoft 160 Cape May Ave. Jacksanviile,FL 32256 18.0.31 RSU12270 Pam.vedra,FL 32081 Pryor:904-278-0339 Fax:904-278-0366 2018-Od-1508:14:35 Phan.:(90a)217-0739 Fax:(90a)014-3173 IyµypmCggyansacWm ibrow.@hnogowarlSaC.COM _.e Maria 3135 Right Wt 76 AB.rup www.idlbmihera.mm smerlenCidlbmMerainc.mm a up Sw flim 14. 3`Fan 6N3_ %W j 8x4 IOx6 12x12 6` B" I6" 12x12 g 6x21 IB' 6 I4" Rz6 kF�o Ion12-4Silc4 4xe 12.7"4, 2 wey rzx 12 g• 4 16x8 B" bed 4" 6x12 Job#: McGowan's Heating &Air Conditionin Scale: 1 : 114 Performed by Renee Brown for: Page 2 Steve Meilen 113M E.Phillips Parkway Dc CombR Builder by Wrightsoft f 0 Cape May Ave. Jack9anvills,FL 322M 180.31 RSU12P0 Ponta vada,FL 32681 Phone:904-278-0339 Fax'. Kul 278-0366 2018-0C-15081435 Priono:(964)217-6739 Fax:(964)8148173 WM4.m'xJ rsue... Mown@mcgovansacmm ..a Maria 3135 RightLo176M,rup www.lollbroMen.can amedenllftollbrodemino.com Manual S Compliance Report Jeb: Ar o I _...,.. — p Date: tONfil18 (Rest of House) By: aerials McGowan's Heating & Air Conditioning 113IDE.PMIIPSPBh WDr..Ja'kwWlle.FL32256P e:N 27"Xm Fax 930.2780366 Emall:Nrtwn®mcpcwenaecrvm Wab:xw/.mycwansx.wmLicenae:CMC.. Project Information For: Steve Meden,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra, FL 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email: smeden@lollbrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.37 Sensible gain: 33985 Bluh Entering coil DB: 75.8'F Outdoor design WB: 80A°F Latent gain: 6341 Btuh Entering coil W& 62.9'F Indoor design DB: 75.0°F Total gain: 40326 Btuh Indoor RH: 50% Estimated airlim: 1400 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Sensible capacity: 34173 Btuh 101%of load Latent capacity: 7462 Btuh 118%of load Total capacity: 41635 Btuh 103%of load SHR: 82 . Heating Equipment Design Conditions Outdoor design DB: 33.5°F Heat loss: 33952 Btuh Entering wil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CHI4NBO480000AO+FB4CNP048L Actual airflow: 1400 ctm Output capacity: 35642 Btuh 10594.of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual aid1m: 1400 cfm Output capacity: 10.3 kW 104%of load Temp.rise: 51 °F Meets all requirements of ACCA Manual S. -I�M wriyhffiotC 201bnd4506:1403 .._. _.-„�.. CafmWldarSM9hadr18.0.31RBV12270 Papel ..Y&clhiaraWma Mane 3135 MMM Lot 76 AB,rvP Cak=MJ8 Fmm Mw races E System Summa Job: Duct S Y Summary Date: 10/16/18 J (Rest of House) By: Renee Brown Mme"- McGowan's Heating &Air Conditioning 113N E.Phillips P.1i Dr.,Jehwmllle,FL Mile Pine:910.27lli Fax 90127"W Emailo.n$000soeni wsh:rwx.myawansaccom/kaon:cMc... For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Pointe Vei FL 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply I return available pressure 0,256 10.134 in H2O 0.25610.134 in H2O Lowest friction rale 0.083 ini 0.083 ird100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 468 It SupplyDetail Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Bluh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk hmh2 c 549 20 23 0.149 4.0 0x0 VIFx 22.0 150.0 an ham3 h 609 25 18 0.155 4.0 Oxo VIFx 20.0 145.0 'st1 cede c 2943 82 117 0.117 6.0 0x0 VIFx 33.4 185.0 st3 had a c 2972 89 122 0.151 7.0 Ox 0 VIFx 24.4 145.0 sl1 hada c 1906 72 78 0.153 7.0 Oxo VIFx 22.9 145.0 stl dining h 3381 139 98 0.144 6.0 Oxo VIFx 22.8 155.0 st2 mycr h 2058 85 67 0.104 6.0 Oxo VIFx 45.3 200.0 sl4 riyar2 h 1491 61 61 0.119 6.0 Oxo VIFx 29.9 185.0 st3 9ma m� c 2686 56 111 0.135 6.0 Oxo VIFx 30.3 160.0 st2 great-1 c 2686 56 111 0.142 6.0 0x0 VIFx 20.3 160.0 st2 xnman c 1935 70 80 0.140 6.0 0x0 VIFx 27.3 155.0 st2 laandre c 861 13 35 0.085 5.0 0x0 VIFx 65.9 235.0 sty lin h 1200 49 47 0.123 7.0 Oxo VIFx 22.6 185.0 st3 Innes h 1200 49 47 0.121 7.0 Oxo VIFx 26.5 185.0 st3 .ham h 2565 106 53 0.090 6.0 Oxo VIFx 50.3 235.0 sly in. In 2024 83 43 0.083 5.0 Oxo VIFx 62.0 245.0 sly maamr c 4944 202 204 0.105 8.0 Oxo VIFx 48.3 195.0 s14 mean. c 50 1 2 0.084 4.0 0x0 VIFx 70.4 235.0 815 sway In 2985 123 67 0.132 6.0 Oxo VIFx 34.3 160.0 st2 c 55 1 2 0.084 4.0 Oxo 111 59.3 245.0 st5 »m3 In 339 14 10 0.150 4.0 Oxo VIFx 20.4 150.0 SO .en4 c 76 2 3 0.163 4.0 Oxo VIFx 12.1 145.0 sti Midi 15 08:14:00 wrlyhrsott .... _._ . cmmon eu,ldarhy we9msin to Dst asmzz7D Paid I� IIBMhemvvna Mada3135Rigidt 76AD.rdP Cid,. 9 F.MDar Nodi E Supply Detail TableT492407 ':IgDesign Veloc Diam H x W Duct Name Type (CFM) FR (fpm) (in) (in) Material Trunk s15 Peak AVF 0.083 464 9.0 0 x 0 VinlFlx st4 st4 Peak AVF 0.083 626 12.0 0 x 0 VInIFIx st2 st3 Peak AVF 0.117 347 12.0 0 x 0 VkIFlx sti SO Peak AVF 0.117 493 14.0 0 x 0 VinlFb( st2 Peak AVF 0.083 876 14.0 0 x 0 VInIFI% Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (H) FR (fpm) (in) (in) opening(in) Mab Tmnk rb2 0x0 99 95 160.5 0.083 283 8.0 Ox 0 VIFx r13 rb5 Oxo 109 139 158.5 0.084 99 16.0 Ox 0 VIFx rti rb4 Oxo 133 139 119.9 0.112 315 9.0 Ox 0 VIFx rti rb3 Oxo 123 155 102.0 0.131 351 9.0 Ox 0 VF rti rb1 Oxo 936 873 0 0 0 0 Ox 0 • • Ert3P..k nk Htg Clg Design Veloc Diam H x W Duct pe (cfm) (dm) FR (fpm) (in) (in) Material Trunk VF 208 233 0.083 167 16.0 0 x 0 VinlFlxrtiVF 464 527 0.083 298 18.0 0 x 0 VinlFlx ^^��yy''.. �F Wry4Gh rpary08ulNU Ey V.fiBMa�10.031 RSV12270 Ppe3 M1+r1 .0&dexeVnna Merle 9155 WBM LIX76 A6.mp Calc=MJB FmntDw le[ea: E Job: Static Pressure and Friction Rate Date: 10/16/18 Agei I (Rest of House) By: Renee Brown McGowan's Heating &Air Conditioning n=E.Phillipe Pahwey Dr.,Ja lumNlle,FL 32258 Plwne:93.2]00399 Fio 90i278-09. EmeilU-n.:CML... Project Information For: Steve Marten,Toll Brothers,Inc. 160 Cape May Ave., Ponte Vedra, FL 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:vveRvAollbrolhers.com Email: smerten@tollbrothersinc.wm Available Static PressUre Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses 006 0.0E Coil 0 0 Heat exchanger 0.02 0.02 Supply diffusers 0.03 0.02 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device Available static pressure 0.39 0.39 Total Effective Length Supply Return (it) (ft) Measured length of run-out 19 6 Measured length of trunk 43 15 245 140 Equivalent length of fittings 307 161 Total length 468 Total effective length Friction Rate Heating Cooling (in/100ft) (in/100fl) Supply Ducts 0.083 OK 0.083OK . Return Ducts 0.083 OK 0.083 OK Fitting Equivalent LengthDetails Supply 4AD=60, 11C=40, 11G=5, 11G=5, 11G=5,11C=40, 11C=40, 111=10,1A=35, 11G=5:TotalEL=245 Return 11C=40,6L=20, 11C=40, 11G=5,5E2=35:TotalEL=140 a1100tl1509:14W !C W1'IQt1CS0}C' Canlwl Moir by NH9Mwfl 180.31 R5D12270 Pe9a1 �• ..It nr1wmvinna Mena 3135 Right LM 76 Fa.W Calc=W8 Frry Dwrtrtea: E