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1656 Maritime Oak Dr - Permit RES18-0106 I JIT-PP, "'.Vs CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 �' 13 , INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0106 Description: new single-family home Estimated Value: 365107.35 Issue Date: 4/3/2018 Expiration Date: 9/30/2018 PROPERTY ADDRESS: Address: 1656 MARITIME OAK DR RE Number: 169505 1925 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. n' Permittonditions City of A�Iantjc Beach Permit Number: RES18-0106 Description:new single-family home Applied:3/20/2018 Approved:3/26/2018 Site Address: 1656 MARITIME OAK DR Issued:4/3/2018 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 • • SEQNO ADDED'DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 3/22/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes:. All concrete driveway aprons must be 5 thick,4000 psi;,with,fil berm esh 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 3/22/2018 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 3/22/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 3/22/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved1isoAdVan ced Disposal,Realco Recycling,Shapell's,Inc.,Republic°Service"s,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 3/22/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. Printed:Tuesday,03 April,2018 1 of 2 a Perm it'Coolditibris City g. �r • . 6 3/22/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain oh-site. Cannot raise lot elevation. 7 3/22/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 8 3/26/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: ` Avoid damage to underground water and sewer utilities.,Verify vertical and horizontal:location of utilities. Hand dig if necessary. If field coordination is needed;call 247-5834. 9 3/26/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: , Ensure all meter boxes,sewer cleanouts and valve covers,are set to grade,and visible. 10 1 3/26/2018 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 be set to grade and visible. /�j Printed:Tuesday,03 April,2018 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department -` g p (To be:asst ned b the Buildin De artment: s 9> Y 9 p._ ) 800 Seminole Road Atlantic Beach, Florida 32233-5445 _ 1Ci Phone(904)247-5826 • Fax(904)247-5845 r E-mail: building-dept@coab.us Dat6routed City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �QS� G�l-h fV� �� . _ rtment review required Yes INo Applicant: �� i-til 1L anning &Zoning Tr e anis rator Project: �J S t(��-�CQ M i�� V rvL-k Public UtilitieS2 Public Safety Fire Services ,Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ❑Denied. []Not applicable (Circle one.) Comments: cbm D y PLANNING &ZONING Reviewed by: / '�y� Date:J?�ZG/tpol er TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Deni []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 st+ rt;��s City of Atlantic Beach APPLICATION NUMBER w Building Department (To be assigned'by the Building Department.) s 800 Seminole Road (� [ l L Atlantic Beach, Florida 32233-5445 F G 6Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I�D f( City web-site: http://www.coab.us . .. APPLICATION REVIEW AND TRACKING FORM Property Address: [WS(_P KIM- +,WC DCArtmemt review required Yes No Buil "n Applicant: D fo 1—_�_aL ann" ging�Zon ni l Tre mis rator Project: W Public Utilities Public Safety Fire Services ,Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept..of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: P/Approved.- ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING F'LANN,I,NG &`ZO�NIi Reviewed by:/�� A= Date:�r� TREE ADMIN. Second Review: A roved as revised. Denied. - ❑ pp ❑ ❑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 r APPLICATION NUMBER }1 Building Department (To be assigned by the Building Department.)' 800 Seminole Road Atlantic Beach, Florida 32233-5445 MAR 2 1 201 D V - Phone (904)247-5826 • Fax(904)247-5845 � tE-mail: building-deptcoab.us Date routed!o,p � City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L�o SV l cLn— Dq "r , jaepgrtment review required Yes No 1 --� _ uil 'n Applicant; ` fif lL anning &Zoning Tr e in is rator Project: Pd--,W S O f L- 4 VV L)AX-tz 14 -a .., Public tilities Public Safety Fire Services ;Review fee $. Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing:Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed bDate: a; Z` TREE ADMIN. Second Review: ❑Approvedas revised. ❑Denied. ❑Not applicable tP,U,B'LICUV®RKS: 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 zV Atlantic Beach, Florida 32233-5445 MAR 2z1 2018 Phone(904)247-5826 - Fax(904)247-F, 5 E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us L APPLICATION REVIEW AND TRACKING FORM Property Address: KCtn-AMC Dq "C , -Dem—riment review required Yes No Efu i I '02L_ 2_ Applicant: D PTakning &Zoning__-> I re finis ra or Project: W S t lvl� M'L IVL-k Public SaTe__Iy�u Fire Services Signature Review fee Dep 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. E]Denied. E]Not applicable. (Circle one.) Comments: BUILDING PLANNING &ZONINGReviewed by: 2411--- W, Date: 2 Z3 TREE ADMIN. Second Review: [-]Approved as revised. ElDenied. ONot applicable PU C ORKS _S2Tjnents: I A T PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: F]Approved as revised. E]Denied. F]Not applicable Comments: Reviewed by: Date: Revised 05/1912017 0"FICE COPS - =-- _ Building Perm it.Application ;I 1i Updatedl2/8g7 City of Atlantic Beach _ G MAR 1 800 Seminole Road,Atlantic Beach,FL 32233 ? 9 2018 .1. Phone:(904)247-5826.Fax:(904)247-5845. Job Address: 1656 Maritime Oak Drive Permit Number:L Legal Description Lot 126 Atlantic Beach Country.Club Unit 2, Parcel #67-52 16-25-29E`RE# 169505-1925 Valuation of Work(Replacement Cost)$330571 Heated/Cooled SF.2799 Non-Heated/Cooled 996 • 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#sPP affachPrl for multiple products use product approval form . Property Owner Information Name: Toll FL VI Limited Partnership Address: 160 Cape May Avenue City PonteVedra 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 Pontlgo&Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expries 9/1/2018 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or 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 .NOTICE•In addition to the requir,emen,s of thi ermit there ma be additional restrictions applicable to t 's grope y that may be found in the public records of th's county,an .here may be additional •ermits required from other governmen#al entities such as water manage' n districts,state gencies,o edTr,al Cag—en eies 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC G, CONSULT WITH YOUR LENDER OR AN ATTO BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. Sig re of Owner or Agent) ( gnature of contractor) (including contractor) Signed and swo110(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this 31 day of lby Sfi�'Ve h'lel'I ef') t 20 Igjczj /�I Yt ignat a of Notary) ure of Notary) j6 Personally Known OR ]Personally Known ORNotary Public State of Florida �pPY A Notary Public State of FloridaMelissa Sue Lieberman [ ]Produced Identification , [ ]Produced Identificatio Melissa Sue Lieberman My commission GG 126068Type of Identification: o mission GG 128086 Type of Identification: Expires 09/1612021 14017w Expires 09/1612021 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:61' Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') D7 9 9 Non-Habitable Space (ft') 9 96 LAND INFORMATION: Zoning District Cc_ Flood Zone x Minimum FFE BUILDING INFORMATION: Construction Type V 6 Occupancy Group a -g Ln Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT y� krPf'•s,.� ;y 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEINER TAP REQUEST Date 3 — 03—IProject Address_/� �(oyv/14,* f— /�e L/- Number of Units / Commercial Residential ✓ Multi-Family i, New Water Tap(s)&Meter(s) Meter Size(s) (31q New Irrigation Meter V Upgrade ExistingMeter from to (size) . / 3 `' e / New Reclaim Water Meter V Size �� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application# %2s� V Co d}B cc Water System Development Charge $ ry Sewer System Development Charge $ . U Water Meter Only $ / M- [Z] Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 6 (� Other $ TOTAL $ 0, 0Z0 (Notes) APPROVED Kayle Moore, P.E. ?—`'"L Date A Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED REVOCABLE ENCROACHMENT PERMIT 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 VI,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 1656 Maritime Oak 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. USE further agrees that the CITY and its officers and employees shall be saved harmless by the USER fryanye work herein under the terms of this permit and that all of said liabilities are hereby assumed by t " Date Property.Owner/Ag t: S e n R. Merten,Division President,Toll FL VI LP (signed in presence Notary Public) STATE OF FLO A, COUNTY OF DUVAL zz The foregoing instrument was acknowledged this J day of ,20 1'j< , by ` fite vt wam who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Si ature f Notary Public, State of Florida Approved/Public Works Department: Personally Known Produced Identification(Type) ?Opp Notary Public State of Florida Scott Wi111amS,Public Works erector `�; Melissa Sue Lieberman y ` My Commission GG 126088 yiaM1 Expires 08/18/2021 RIGHT-OF-WAY%EASEMENT PERMIT . J 4 w;33is Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1656 Maritime Oak Drive Phone 904-595-5243 Permittee Steven Merten Email aregniena tollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location (Reference to Cross-Street) Maritime Oak Dr&Timber Bridge Ln -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 arid 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 indemnify, defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid ri and privileges. • The Director o ublic Works shall be notified twenty-four(24)hours prior to starting work and again immediately on completion. Date 13 Date Permittee: S:�O R. en,Division President,TOLLFL VI,LP(signed in presence of Notary Public) STATE OFRIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this 31 day of Jan ,20 ly by � �� Y .lih- ,who personally appeared before me and (printed name of Permittee) . acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known V Signature f of Public State of Florida Produced Identification(Type) PrP ° Notary Public State of Florida Melissa Sue Lieberman h ,pa My Commission GG 126088 Expires 09/18!2021 FORM R405-2017 7 � FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and.Professional Regulation - Residential Performance Method Project.Name: Captiva2799 Right E Builder.Name: Toll Brothers,Inc. Street: Lot 126 Atlantic Beach'CC Permit Office: Duval City,.State,:Zip: Atlantic Beach,FL, Permit Number: t Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2.) .1. New construction or existing New(From Plans) 9. WallTypes(2580.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2236.70 ft2 b.Frame-Wood,Adjacent R=13.0 343.33 ft2 '3. Number of units.If multiple family 1 c.N/A R=' ft2 1 -4. Number of Bedrooms 3 d.NIA R= ft2 -10.Celling Types{2799.0 sqft.) Insulation Area 5. Is this a worst case? No a,Under Attic(Vented) R=38.0 .2576.00 ft2 6. Conditioned floor area above grade(ft2) 2799 b.Under Attic(Vented) R=19.D 223.00 ft2 I_ c.NIA R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(353.0 sgft.) Description Area a.'Sup:Attic,Ret:Attic,AH:Attic 6 442 a. U-Factor: Dbl,U=0.34 353.00 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 '12.Cooling systems kBtu/hr Efficiency 411 a.Central Unit •42.0 SEER:14.00 SHGC: c. U-Factor: N/A -ft2 i. SHGC: '13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 42.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.851 -ft. Area Weighted Average SHGC: 0.270 ; 14.Hot water systems a:Natural Gas 'Tankless Cap:-1 gallons 8. Floor Types (2799.0 sgft.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation 'R=0.0 2799.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 68.26 i' Glass/Floor Area: '0.126""'__ �-AS, Total Baseline Loads: 71.78 I herebycern that the plans and specifications covered b Review of the lans.andiES�A: certify p p Y P 0 T� r c y this calculation are in compliance with the Florida Energy . specifications covered by this Code. calculation indicates compliance uw �irr" o ,.i�_;. with the Florida Energy Code. +`� rn �,''�, _''°��•�u�� 'PREPARED BY: D' Before construction is completed .. DATE: �' °� this building will be inspected for " 1I - compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. ,.. with the Florida Energy ode. 'I'ti' O� A OWNER/AGENT: BUILDING OFFICIAL: m DATE' DATE: U2 'Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope"]eakage test report with envelope leakage no greater than'7.00 ACH50(11402.4.1.2). 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 Envelope Leakage TdF!pet Performance FLORIDA ENERGY EFFICIENCY CODE .FOR BUILDING •CON TRUCTION Envelope Leakage Test Report .Performance Method vProject Name: Captiva 2799 Right E Builder Name: 'toll Brothers,Inc. Street: Lot 126 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach FL, Permit-Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 2799 sq.ft. Cond.Volume:.27990.cu ft. Envelope Leakage Test Results Leakage Characteristics Regression.Data: C: n: R: Single or Multi.Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : .1 Pa cfm .2 Pa cfm Tested ACH(50)"* 3 pa cfm *Tested leakage must be less than or equal to the .4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm I system. 'R402.4:1.2"Testing. The building or dwelling unit shall be tested and verified as having an-air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and.2...Testing shall be conducted with.a blower door at a pressure of 0.2 inches w.g.(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(1)or an approved third party.A written 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. During testing: _ .._... :.._ ._ .."..:. 1.Exterior windows and doors,-fireplace and stove doors shall be closed,but 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 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;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing.shall be conducted by either � .ryEfTA� r• �$ performance results demonstrate compliance individuals as defined in section. . with Florida Energy Code requirements in 553.993(5) or(7), Florida Statutes or.. r,,. ?irr°.,_ ,;;:,;•�� ' individuals licensed.as set forth in accordance with Section R402.4.1.2. ' Section 489•.105 3 O(fl. (g),or(i)or an � � :. � :�,`'�• rte:: : d,' approved third party.A written report of the results of the test shall be signed ` SIGNATURE: by the third party conducting the test and provided to the code official. 00D PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 201 2/15/201 8 11:19 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 F F I CE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and.Professional Regulation - Residential Performance Method Project.Name: Captiva 2799 Right E Builder Name: Toll Brothers,Inc. Street: Lot 126 Atlantic Beach CC Permlt Office: Duval City,-State,:Zip: Atlantic Beach,FL, Permit Number: Owner: -Toll Brothers,Inc. Jurisdiction: 261300 i Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9, Wall?ypes(2580.0 sgft.)• Insulation Area .2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19,0 2236.70 ft b.Frame-Wood,Adjacent R=13.0 . 343.33 ft 3. Number of units,If multiple family 1 c.N/A R=' ft2 -4. Number of Bedrooms 3 d.'N/A R= ft2 { 5. Is this a worst case? No -10.CellingTypes-(2799.0 sgft.) Insulation Area { a.Under Attic(Vented) R=38.0 .2676.00 ft2 ` 6. Conditioned floor area above grade(ft2) .2799 b.Under Attic(Vented) R=19.0 .223.00 ft2 ! Conditioned floor area below grade(ft2) 0 c.NIA R R ft2 '11.buds 7. Windows(353.0 sgft.) Description Area a.'Sup:Attic,Ret:Attic,AH:Attic 6 442 a. U-Factor: Dbl,U=0.34 353.00 f12 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 -12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:14.00 c. U-Factor: NIA -ft2 I SHGC: '13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft2 a.Electric Heat Pump .42.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.851 -ft. Area Weighted Average SHGC: 0.270 14.Hot water systems 8. F1oorT es 2799.0 s ft. Insulation Area a.Natural Gas Tankless Cap:'1 gallons yp ( sqft.) EF:0.800 a.Slab-On-Grade Edge Insulation 'R=0.0 2799.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= .ft2 15.Credits Pstat Total Total Proposed M..odified Loads: 71.78 68.26 . Glass/Floor Aria: 0.126' • --' 'Loads:: PAS I hereby certify that the plans and specifications covered by- Review of the plans.and �'tE �'.}T this calculation are in compliance with the Florida Energy specifications covered by this p s calculation indicates compliance : Code. p .r �' , ,:=i.��• ,,ate' with the Florida Energy Code. f� rrrr "'� y z"' , W ` -PREPARED'BY: 52? NCH �✓lwr0: Before construction is completed -* DATE: e2__ '�O� this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. ,.. with the Florida Energy ode. C''Orj WE' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 'Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4:1.1 and this project requires an envelope1eakage test report with envelope leakage no greater than"7.00 ACH50(R402.4.1.2). 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 Section R405AA Compliant Software Page 1 of 4 FORM RQ 05-2017 _ PROJECT Title: Captiva 2799 Right E Bedrooms: 3 Address Type: Street Address Building Type: User' Conditioned Area: ' .2799 Lot# Owner Name: Toll Brothers,Inc. Total Stories: 1 Block/Subdivision: •#of Units: 1 Worst•Case: No' PlatBook: ' Builder.Name: Toll Brothers,Inc. Rotate Angle: 0 Street: Lot'126 Atlantic Beach Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: .261300 Whole House Fan: No City,State,Zip: Atlantic Beach, FamilyType: Single-family FL. New/Existing: New(From Plans) Comment: CLIMATE / Design Temp IntDeslgn'Temp Heating Design Daily Temp' v Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,.Jacksonville FL—JACKSONVILLE—INT 32' 93 70 75 1281 49 Medium :BLOCKS Number Name Area Volume •1 Biockl .2799. "27990 SPACES• 'Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated '1 Main .2799 .27990 Yes 4 3 1 Yes Yes Yes FLOORS 4 FloorType Space Perimeter R-Value Area Tile Wood Carpet f •1 Slab-On-Grade Edge Insulatio Main 223 ft 0 .2799"ft2 --_- 0 0 1 'ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V � Type Materials •Area Area Color Absor. Tested -Tested Insul. (deg) 1 Hip Composition shingles 3130 ft2 0 ft2 Medium 0.6 N 0.9 No 0 26.6 ATTIC V Type Ventilation Vent Ratio(1 in) Area RBS IRCC f 1 Full attic Vented 300 2799 ft2 N N CEILING . 77 # Ceiling Type Space R-Value Ins Type Area Framing Frac- 'Truss Type 1 Under Attic(Vented) Main 38 Blown 2576 ft' 0.11 ,Wood /2 Under Attic(Vented) Main 19 Blown 223 ft2 0.11 Wood 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below F-Omf To WatlType Space R_�ialup Et ..In-EL-ln. Qrea RAkatue-Fraction -Absnc._Grade.P - 1 E Exterior Frame-Wood Main 19 22 8 10 0 226.7 ft2 0 0.23 0.6 0 .2 S Exterior Frame-Wood Main 19 78 0 10 0 780.0 ftz 0 0.23 0.6 0 3 W Exterior Frame-Wood Main• 19 45 0 10 0 -450:0 ft2 0 0.23 0.6 0 -4 N Exterior Frame-Wood Main '19. 78 0 10 0 780.0 ft2 .0 0.23 0.6 0 .5 E Garage Frame-Wood Main 13 34 4 10 0 343.3 ftz 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height. Area Ft In Ft In i .1 S Wood Main None . A, 3 8 24 ft' .2 E Wood Main None .4 .2 8 8 .21.3 ftz WINDOWS Orientation shown Is the entered,Pro osed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area . Depth.-Separation. Int Shade Screening 1 E 1 Vinyl Low=E Double Yes -0.34 0.27 N -44.0 ft2 5 ft 6 in 1-ft 0 in Drapes/blinds Exterior-5 .2 S .2 Vinyl .Low-E Double Yes 0.34. 0.27 N 15.0 ft' 1*ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 3 S 2 Vinyl Low-E Double Yes 0.34 0:27 N .24.0 ftz '1 ft 4 in '1 ft 0 in None Exterior 5 4 S .2 Vinyl Low-E Double Yes 0.34 0.27 N -4.0 ft2 '1 ft4 In '1 ft 0 in None Exterior 5 . 5 S 2 Vinyl Low-E Double Yes 0.34 0.27 N 12.0 ftz 1-ft 4 In 1 ft 0 in None Exterior 5 6 W 3 Vinyl Low-E Double Yes 0.34 0.27 N 60.0 ftz 1 ft-4 In 1-ft 0 in Drapes/blinds Exterior 5 7 W 3 Vinyl Low-E Double Yes 0.34 0.27 N 18.0 ft' 11 ft 0 in '1 ft 0 in None Exterior 5 8 W 3 Vinyl Low-E Double Yes 0:34 0,27 N '128.0 ft2 '11 ft 0 in 1 ft 0 in None Exterior 5 ` 9 N •4 Vinyl Low-E Double Yes 0.34 0.27- -N 12.0ftz 1 ft 4 in 1 ft 0 in None Exterior 5 10 N -4 Vinyl. Low-E Double Yes 0.34 0.27 N .36.0ft' 1-ft 4 in '1 ft 0 in None Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation '1 580 ft2 580 ft2 51 ft 10-ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgtA ACH• ACH 50 1 Wholehouse Proposed ACH(50) .000445 3265.5 179.27 337.15 .3425. 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity- Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 42 kBtu/hr 1 sys#1 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 42 kBfu/hr._ 1260 cfm 0.78 1 sys#1 HOT WATER SYSTEM # System-Type SubType Location EF Cap Use SetPnt Conservation '1 •Natural Gas •Tankless Exterior 0.8 1 gal 60.9 gal '120 deg None .SOLAR HOT WATER SYSTEM i FSEC Collector Storage Cert-# Company Name System Model# Collector Model# Area Volume . FEF None None. ftz DUCTS / ---Supply---- ---Return--- Air CFM.25 CFM25 HVAC# V .# Location R-Value Area Location Area 'Leakage Type Handler 'TOT OUT QN RLF Heat Cool i 1 -Attic 6 442 ft' Attic • -145 ft2- -Default Leakage Attic (Default) (Default) 1. '1 -TEMPERATURES Programable7hermostat:Y Ceiling Fans: Cooling [[ Jan rr 11 Feb �Xj Mar r 1 A r r JM Ma ri Jun 1.1jul X Jul rj Au Se Oct r 1 Nov r Dec Heatin [X Jan X]Feb Mar [ ]ArEay Jun Jul Au �Xj Sep E Oct [ ]Nov [XDec Ventin [[ Jan 111111 Feb XMar [[[XXXIII Apr May Jun Aug Se [X Oct [[[X]]]Nov [[[ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 .5 6 -7 8 9 -10 11 '12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 -78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 •68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 _.._..._ ....�._ ..- ....._.... _...__.._ .-.-.._..__._.. ... ............... .._ ......:..._...:_.._._....._ .: ._._..._ . Heating(WEH) AM 66 66 66 66 66 68 _ -•68._. ...-..Sa 68_. ._..68'---_-66- b...... fi6-_- 68_.... .._.. _ PM 68 68 68 ' 68 68 68 68 68 68 68 66 66 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) ' ISPLAY CARD . .. '.L�."'S r,..-^LT81=3� CU�SS1aIP'�-'�'-a-' R w*P��w=ys-"--_..:ern�'4i11.�a'v.� ��• x ' .ESTIMATED .ENERGYPERFORMANCE .INDEX`=`95 The lower the EnergyPerformance Index,-the more efficient the home. — — --- ...—•.•-• - - -- `� -'7kieL�,'p•3�.ret&°;�iaa-�*�iEiFazv,'a... _ .. • .Lot'126 Atlaritic'Beach CC, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9.'Wall Types Insulation Area a.Frame-Wood,-Exterior R=19.0 2236.70 ft2 2. Single family or multiple family Single-family b.Frame-Wood;Adjacent R=13.0 343.33-ft2 3.. Number of units,if multiple family 1 c.N/A R= ft2 -4. Number of Bedrooms • 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 .2576.00 ft2 6. Conditioned floor area(ft2) 2799 b.Under Attic(Vented) R=19.0 .223.00 ft2 7. Windows** Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.34 353.00 ft2 . 11.Ducts R -ft2 a.Sup:Attic,Ret:Attic,-AH:•Attic 6 •442 SHGC: SHGC=0.27 b. U-Factor. NIA ft2 SHGC: 12:Cooling systems kBtu/hr 'Efficiency e. U-Factor: N/A ft2 a-Central Unit -42.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC'. a.Electric Heat Pump -42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.851 ft. ' Area Weighted Average SHGC: 0.270 8. FloorTypes Insulation Area 14.-Hot-water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 .2799.00 f[2 EF:Natural Gas EF:0.8 b.N/A R= ft2 c.NIA R= ft2 b. Conservation features None i 15.Credits Pstat I certify that-this home has complied with the Florida Energy Efficiency Code-for BuildingogE s.TA�� Construction through the above energy saving features which will be installed (or exceeded) in this home before-final inspection. Otherwise, a new EPL Display Card will be completed tc�',,;�`%` S* based on installed Code compliant features. w ��,�- •;,��,,•n � : ' Builder Signature: Date: Address of New Home: Q City/FL Zip: ' ►•�, �g`� *Note: This is nbt a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech.support at techsuppbrt@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,'contact the Florida Building Commission's support staff. `Label required by Section R303:1.3 of the Florida Building Code,Energy Conservation, if not DEFAULT. 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 -Section.13405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th EdRion (2017) Mandatory Requirements for Residential Performance, Prescriptive-and ERI Methods ADDRESS: Lot 126 Atlantic Beach CC Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTiON'R40i GENERAL - R401.3 Energy Performance 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 be accurate and correct before-final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales-contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.-The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402A.Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections•R402A.1 through R402.4.5. .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•R402.4:1:2.7he sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building,thermal envelope as listed in-Table R402.4:1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1:1,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 j 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 I accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(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(i)or an approved third party.A written 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 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but 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 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. R402.4.2 Fireplaces. New wood-burning fireplaces shall have-tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance.with UL 907. 8402:4:3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate.of no more than 0..3,cfm per- square ersquare foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),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. 2/15/2018 11:18 AM EnergyGaugeO USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued). R402.4.4 Rooms containing fuel-burning appliances. In-Climate-Zones 3 through 8;where open.combustion air ducts provide combustion air to C 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 seated and insulated in accordance with 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 appliances 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 Lis)when tested in accordance with ASTM E283 at a 1:57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, SECTION'R403 SYSTEMS 8403:1 Controls. 13403:1.17hermostat 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,filter boxes and building cavities that form the primary air containment passageways 4for-air distribution systems shall be considered ducts or 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)(%(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 designaflon-for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. 'R403.3:3.Duct testing(Mandatory). 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 w.g.(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. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions:. ... 1. A duct air 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. A written 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-3. R403.4:1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by suniight,'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 R403.5.1.1.Heat trace temperature 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 a dedicated return pipe or a cold water supply pipe.Gravity 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 hot water within the occupancy.The controls shall automatically turn 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 energy 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. . 2/15/2018 11:18 AM EnergyGauge@ USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS S (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risersshall 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 3 3/2 inches(89 mm)in the hot water distribution line-and cold water line-located-as close as possible to the storage tank. R403.5.5 Water heater efficiencies(Mandatory). R403.5.6A.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 for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). 11403.5.6;1:7 Shut down. 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 burner(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 Chapter4 of the Florida Building Code,Energy"Conservation,Commercial Provisions',for the type of equipment installed. Equipment used to provide heating functions as part of a combination system-shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. "R403.5.6.2.1 Solar water-heating systems. 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 ComponentTest Protocol.Collectors in installed solar -water-heating systems should meet the following criteria: 1. Be installed with a tilt 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,Inflitration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1.Whole7house mechanical ventilation system fan efficacy. When Installed to function as a whole-house mechanical . ventilation system,fans shall meet the efficacy requirements of Table R403.0. Exception: Where whole-house 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. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. .2. No ventilation or air-conditioning 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 space(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 of R-19,space permitting,or R-10 otherwise. R403:7 Heating and coollrig equipment'(Mandatory). R403:7.1 Equipment sizing. ' Heating and cooling 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 heating and cooling calculation methodologies, based on•building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and i 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 ratirig equal to or greater than the minimum required by federal law for the 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 MAXIMU (CFM) (CFMM/ATT) (CFM) Range hoods Any .2.8 cfm/watt Any In-line favi. Any 2.8 cfmlwatt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfmlwatt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS r (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 for AHRI 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 for the load calculation(or entering water temperature for 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 for the indoor dry.bulb and relative humidity used for the 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. R4031.1.2A 14eat•pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R4017.1.1,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 tlmes,greater than 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 Extra capacity 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 cooling or heating to the major entertainment areas. .2. A variable 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 0404 of the IECC—Commercial Provisions in lieu of Section R403. 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(10°C), 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. R403.10A Heaters. The electric power to heaters shall 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 external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the sefting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.27ime 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 operation. 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 or at 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,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal. efficiency of 82 percent for heaters manufactured on or after April 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. 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.6 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low AirTemperature.A test 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(Mandator0he energy consumption of electric-powered.portable spas shall be controlled by the requirements ofAPSP-14. SECTION R404 ELECTRICAL POWER AND:.LIGHTINGSYSTEMS 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. 2/15/2018 11:18 AM EnergyGaugeO USA-FlaRes2017 -FBC 6th Edition(2017) Complla Page 5 of 5 2017-AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4:1:1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Captiva 2799 Right E Builder Name: Toll Brothers,Inc. Street: Lot 126 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, • Permit Number. Owner. Toll Brothers,Inc. - Jurisdiction: •-261300. Design Location: :FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA . I General A continuous air barrier shall-be installed in the building envelope. Air-permeable insulation shall ' The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be seated Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with 'The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers-of frame.walls. The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. • 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 iambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of 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 walls Exposed i d earth in unvented crawl spaces shall be covered with Where providenstead of floor.insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on 'installation readily conforms to the available cavity. spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be out neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind oilling and wiring— Shower/tub The'air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be-insulated. Electricallphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or alr-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers 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 celliM' a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2/15/2018 11:18 AM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Project SJob: Lot 126 ABCC YI`` JecSummary Y Date: t (Rest of House) B Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mcgowansac.com Web:www.mcgowansac.com t X24° a S �ti a 5s _: :a �. $ For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: 904-217-0739 Fax: 904-814-8173 Web: tolbrothers.com Email: smerten@tollbrothersinc.com Notes: CAPTIVA ..,� -.'a �'^"�' „� �� '`�,,�� '",��"� 3��`a, �,Ax's g��la.` ;®^�� J ®�"t ®��aj��` �.s•,�- '� ,��n .'��y fin, c Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 32592 Btuh Structure 23456 Btuh Ducts 3871 Btuh Ducts 4778 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 36463 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28034 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/1 Pressure/AVF 50 Pa/3243 cfm Structure 7133 Btuh .Ducts 849 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2799 2799 Equipment latent load 8181 Btuh Volume(f?) 27990 27990 Air changes/hour 0.55 0.33 Equipment Total Load (Sen+Lat) 36215 Btuh Equiv.AVF (cfm) 256 153 Req.total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling . 12000 Btuh Temperature rise 30 °F Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air flow 1225 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=30°F Backup: Input=8 kW, Output=28802 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J._�tvw'1rt-p99tso 2018-Feb-1511:02:12 Comfort Builder by Wrightsoft 18.0.10 RSUD3444 Page 1 +1 ...11 Brolherslcaptiva 2799 Right E Lot 126 CO.rup Calc=MJ8 Front Door faces: N N ii First Floor 14 x 14 12x612 12x6 ¢7" 7" 1 dlnin j ev; n1`wlc?� 6 x 12 7" M_wlc':4 x8 8x4 12x6 4 4 7" 10x6 greatrip ^.1 5" 3"Fan ® 8x4 8x _ WC: In 11a}h' 12" ® o a 3"Fan 00 6x12 7" Idtchet� =i .�..............., 6 x 10 ,bed2'e 6" 12x6 7„ 24x10 16" 12 x 12 D 8x4 8" 10x6 -- 8x4 4 3 Fan 6" pa4 8 4 .r - slrlk�l df 8x4 10 x 10 Jaun.;� 4 ® 10 x 10 12x12 10x6 7" 8" 6" 8x4 ,". 4" 14" �'i'•I 18 12' 3"Fan stud 8x4 4 ,g wic:`3 18" smk2,? `-8x4 18 4" 10x6 ----------- 12x6 12 x 12 7.. 9.. bed 3•� - G/1RAGE Job M Lot 126 ABCC McGowan°s Heating & Air Conditioning Scale: 1 : 124 Performed by Saldie Guintivano for: Page 1 Steve Merten 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft 160 Cape May Ave. Jacksonville,FI 32256 18.0.10 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2018-Feb-15 11:02:47 Phone:904-217-0739 Fax:904-814-8173 www.mcgowansac.com saldie@mcgowansac.com tiva 2799 Right E Lot 126 CO.rup tolbrothers.com smerten@toll brothers!nc.com ,Y Manual S Compliance Report Job: Lot 126ABCC 4»Yfr. (Fest of I-louseBy: Saldie Guintivano ) Date: j�� p{yt fEttrt ? McGowan's Pleating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mcgowansac.com Web:www.mcgowansac.com vt �� "�� ® a p �, tt � tLR y 0�y^ Fz *,P ��_ l'.( 4 For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:904-217-0739 Fax: 904-814-8173 Web:tolbrothers.com Email: smerten@tollbrothersinc.com IT 11 ,F.A Design Conditions Outdoor design DB: 99.2°F Sensible gain: 28034 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 8181 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 36215 Btuh Indoor RH: 50% Estimated airflow: 1225 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Sensible capacity: 27922 Btuh 100%of load Latent capacity: 8343 Btuh 102%of load Total capacity: 36265 Btuh 100%of load SHR: 77% '. v 1Mom''. Design Conditions Outdoor design DB: 31 XF Heat loss: 36463 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Output capacity: 32361 Btuh 89%of load Capacity balance: 30 °F Supplemental heat required: 4102 Btuh Economic balance: -50 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1225 cfm Output capacity: 8.4 kW 79%of load Temp. rise: 24 °F Meets all requirements of ACCA Manual S. might—soft" 2018-Feb-1511:02:12 k•=,:.. .>. <. ..•, Comfort Builder by Wrightsoft 18.0.10 RSU03444 Page 1 led ...II Brothers\Captiva 2799 Right E Lot 126 CO.rup Calc=MJ8 Front Door faces: N r x* off DUGt System Summary Date: Lot 126ABCC =y r� -Td1dJCtrt: a ',,s (Rest of House) By: Saldie Guintivano McGowan's Heating & Air Conditionings, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mcgowansac.com Web:www.mcgowansac.com 0e; " '�� "'REM,"r �(y'�- v�qi".3' v _ [y uu gg W. t.';y+. i dF"w,�• 1. "� s;d� d \". °.c.. .�,y" .3:? 'x� z'i�* vcCc` �;: .��b'>. U .R� k1v.� �. �.3�L ;. �x^. ct For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: 904-217-0739 Fax: 904-814-8173 Web:tolbrothers.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/return available pressure 0.269/0.121 in H2O 0.269/0.121 in H2O Lowest friction rate 0.074 in/100ft 0.074 in/100ft Actual air flow 1225 cfm 1225 cfm Total effective length (TEL) 524 ft a 4i r^� k, '. t ,- m"- 'c 'NR Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk bath 2 h 1239 42 24 0.089 4.0 Ox 0 VIFx 61.3 240.0 st3 bed 2 h 1977 66 60 0.091 6.0 Ox 0 VIFx 54.0 240.0 st3 bed 3 h 4414 148 128 0.111 7.0 Ox 0 VIFx 47.8 195.0 st2 dining h 4094 138 103 0.103 7.0 Ox 0 VIFx 52.0 210.0 st5 foyer h 2221 75 63 0.113 5.0 Ox 0 VIFx 42.1 195.0 st2 great rm:A c 2659 74 115 0.075 7.0 Ox 0 VIFx 80.9 275.0 st4 great rm:B c 2659 74 115 0.089 7.0 Ox 0 VIFx 61.8 240.0 st3 hall C 475 10 21 0.118 6.0 Ox 0 VIFx 37.7 190.0 st2 kitchen c 3482 125 151 0.111 7.0 Ox 0 VIFx 33.1 210.0 st5 faun. h 1574 53 35 0.115 • 4.0 Ox 0 VIFx 28.1 205.0 st5 m.bath h 1534 52 36 0.076 5.0 Ox 0 VIFx 75.3 280.0 st4 m.wic h 1046 35 19 0.077 4.0 Ox 0 VIFx 74.7 275.0 st4 m.wic 2 c 83 2 4 0.077 4.0 Ox 0 VIFx 72.7 275.0 st4 master bed-B C 3097 119 134 0.075 7.0 Ox 0 VIFx 78.2 280.0 st4 master bed-C c 3097 119 134 0.075 7.0 Ox 0 VIFx 76.6 280.0 st4 pan. c 90 2 4 0.116 4.0 Ox 0 VIFx 27.3 205.0 st5 pwdr c 56 1 2 0.091 4.0 Ox 0 VIFx 55.3 240.0 st3 sink 1 h 901 30 20 0.090 4.0 Ox 0 VIFx 57.5 240.0 st3 sink 2 h 832 28 19 0.111 4.0 Ox 0 VIFx 47.5 195.0 st2 study-A c 725 31 31 0.114 6.0 Ox 0 VIFx 30.8 205.0 st5 we c 61 1 3 0.074 4.0 Ox 0 VIFx 81.2 280.0 st4 wic 3 c 67 1 3 0.114 4.0 Ox 0 VIFx 41.3 195.0 st2 -¢ } 2018-Feb-1511:02:12 x:.:....N_,;,a,:., Comfort Builder by Wrightsoft 18.0.10 RSU03444 Page 1 1Glk ...It Brothers\Captiva 2799 Right E Lot 126 CO.rup Calc=MJ8 Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 401 445 0.074 567 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 614 668 0.074 625 14.0 0 x 0 VinlFlx st2 st1 Peak AVF 1225 1225 0.074 693 18.0 0 x 0 VinlFlx st2 Peak AVF 877 901 0.074 645 16.0 0 x 0 VinlFlx st1 st5 Peak AVF 348 324 0.103 443 12.0 0 x 0 VinlFlx st1 Grille Htg Clg 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 62 57 133.0 0.091 45 16.0 Ox 0 VIFx rt1 rb6 Ox 0 326 327 163.1 0.074 417 12.0 Ox 0 VIFx rt1 rb3 Ox 0 191 150 138.1 0.088 546 8.0 Ox 0 VIFx rt1 rb5 Ox 0 246 314 144.5 0.084 899 8.0 Ox 0 VIFx rt1 rb4 Ox 0 400 376 77.6 0.156 906 9.0 Ox 0 VIFx MORRIS.Em N. Jr-MW 7411 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 825 849 0.074 480 18.0 0 x 0 VinlFlx i i a 2018-Feb-1511:02:12 ! ,l .•'><.a:A-:a::::.:'.a....:;zy+zry..:. Comfort Builder by Wdghtsoft 18.0.10 RSUD3444 Page 2 I ...II Brothers%Captiva 2799 Right E Lot 126 CO.rup Calc=MJ8 Front Door faces: N i StaticPressure and Friction Rate Job: Lot 1zsAooc 7-11—S Date: | (Rest of House) By: aammoumuvnv K8cGom/aO`mHeotiog & Air Conditioning, Inc. 11amE.Phillips Parkway o�Jacksonville,n0000Phone:v04-2r8-0moo Fax:904-278-0366 Email:sam/o@mcgo°uo"ac.c"mWeb:wmw.m" owmnm"com 10 N PETER 11 113 For: Steve K8odon.Toll Brothers, Inc. 160 Cape May Ave, PmteVedm. F|3208i Phone:904-217-0739 Fax 904-814-8173 VVab: to|bmthem.00m Emai|: omerton@ho||bmtheminc.nom BONHOMIE, ""31N.401 Hoodn8 Cooling (in H20) (in H20) External static pressure 0.50 0.50 Pressure losses Coil 0.00 0.06 Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.03 FUtor. O 0 Humidifier O O Balancing damper O 0 Other device O 0 Available static pressure 0.39 0.39 Z 2i WIN11 SIR; Supply Return (ft) (ft) Measured length ofrun-out 10 33 Measured length oftrunk 71 25 Equivalent length offittings 280 105 Total length 3O1 163 Total effective length 524 Heating Cooling (in/iOUfA (in/100ft) Supply Ducts 0.074 OK 0.074 OK Return Ducts 0.074 OK 0.074 OK WE,W011111", 1 NO Supply 4AD=00. 11C=40. 11G=5. 11C=40. 11C=40. 11G=5. 11C=40. 1A=35. 11G=5. 11G=5. 11G=5:Tota|EL=280 Return 6L=20. 11C=40. 11G=5. 5E2=35. 11G=5:Toe/EL=105 -�� ,mo�o�1o11�x x ' Comfort Builder uvvwmhmmm�mnouvmw Page ^�^�` '11ommers\n°m*0000Right sLot 1a,on.rup Calc~mJo Front Door faces: w 0"FICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Toll Brothers,Inc. Permit# C S 1 ^ d Project Address: 1656 Maritime Oak Drive,Atlantic Beach,FL 32233 Lot 126 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.floridabuilding.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/FL'15279.3 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 US Block/Hy-Lite Glass Block Window 70 PSF FL 185.12 1(_)*FF10E COPY Category/Subcategory Manufacturer Product Description Limitation of Ilse 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 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 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS FFICE COPY 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 8.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 I 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 nmy knowle, ge. further certify that use of different components other than the OF F 1 C PY listed in this document must be approved by the Building Official. Audrey Regnier (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 ESUCK EnOnenerInQ SPe--lalty Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064 Evaluation 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 R6 Florida Building Code Sth Edition (2014) 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" Support: Wood Deck Digitally signed by James L.Buckner,P.E. Electronically signed and sealed documents Prepared b 61G15-23.allcoply with the provisions of FAC Rule p y01111l1ill//// James L. Buckner, P.E., SECB ��s �: Bucr %, Florida Professional Engineer# 31242 �P. '�,cENSF ticc,A'�� Florida Evaluation ANE ID: 1916 = *` No 31242 Project Manager:Youry Demosthenes1. Report No. 15-104-M-S6W-ER 'O�� ' .,STATE OF (Revises 12-117-M-S6W-ER) % s Date: 7/1/15IONAL0\\ �� Contents: A Evaluation Report Pages 1—7 0' CBUCK, Inc. 2015.07.01 11:03:27-04'00' 1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927-Email:cbuck@cbuckinc.net,Website:www.cbuckinc.net FL#: FL 5211.3-116 Date: 7/1/15 N BUCK F=nQ1nenPr1n Report No.: 15-104-M-S6W-ER Page 2 of 7 SpeclaIN Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064 OFFICE CPY 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 & Evaluated: standards: 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#: FL 5211.3-116 Date: 7/1/15 CSUCKvr1nQ Report No.: 15-104-M-S6W-ER Page 3 of 7 SpeNclalty St7uctural Engineering CBUCK,Inc.Certificate of Authorization#8064 �:��6_.-FIC CURB Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—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 5th Edition (2014). • The UL 1897-98 standard version used to test the evaluated product, assembly is equivalent to UL1897-04 standard version adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014),Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: 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. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, 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). FL#: FL 5211.3-116 Date: 7/1/15 Cs < Report NO.:15-104 M 56W-ER `tea Page 4 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 " u ' I CU^ Components/Materials Roof Panel: M-Seam .� (by Manufacturer): 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 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(lbs/ft') 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". FL#: FL 5211.3-116 Date: 7/1/15 Report No.: 15 104-M 56W ER nL r Page 5 of 7 Speciah Lj Structural Enginserinq CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) OFFICE C 0 ■ 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 5th Edition (2014). 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-R6 Date: 7/1/15 Report No.:15-104-M-S6W-ER Page 6 of 7 Speclalty Structural Engineerinq CaUCK,Inc.Certificate of Authorization/18064 Installation MethodUlf 1----" Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Profile Drawings 1" 16"Coverage Optional Striations 3/4" Typical Panel Profile View 16"o.c. Ar=xj Integral Snap Lock #10 Pancake-Head Screw 3/16"min. penetration thru deck Typical Assembly Profile View FL#: FL 5211.3-R6 Date: 7/1/15 CEBUCK . PNnQ Report No.:15-104-M-SM-ER [: Page 7 of 7 Sp EN--i5ity Sfiru�tural Enginrinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method OYFICE Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Fastener: #10 Pancake-Head Scre "M-Seam"Roof Panel J..., .. fir \h o.cTypical ` '" tx A Deck: 15/32"or 19/32"or greater Plywood,or\- Insulation: -Wood plank (Optional)3"max or 25 psi min. Typical Assembly Profile View 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 values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumbervalues established by others. MiTek L; UF RE: 15212TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brother's Project Name: Model: The Captiva- Coastal Tampa,FL 33610-4115 Lot/Block: 126 Subdivision: Atlantic Beach Address: 1656 Maritime Oak Drive, . City: Jacksonville 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: N/A psf This package includes 46 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 Rules. No. Seal# Truss Name Date I No. Seal# Truss Name I Date 1 T13355064 1 HJ04 2/28/18 118 IT13355081IT01 2/28/18 12 I T13355065 1 HJ14 12/28/18 119 I T13355082 I T02 12/28/18 13 1 T13355066 1 HJ24 12/28/18 120 I T13355083 I T03 12/28/18 1 14 I T13355067 I J02 12/28/18 121 I T13355084 I T04 12/28/18 15 I T13355068 I J04 12/28/18 122 I T13355085 I T05 12/28/18 1 16 I T13355069 I J06 12/28/18 123 I T13355086 I T06 12/28/18 17 I T13355070 I J 12 12/28/18 124 I T13355087 I T07 12/28/18 18 I T13355071 I J 14 12/28/18 125 . I T13355088 I T08 12/28/18 19 I T13355072 I J16 12/28/18 126 I T13355089 I T09 12/28/18 110 I T13355073 I J22 12/28/18 127 I T13355090 I T10 . 12/28/18 111 I T13355074 I J24 12/28/18 128 I T13355091 I T11 -12/28/18—,-.–.-:.1 - 112 I T13355075 I J26 12/28/18 129 I T13355092 I T12 12/28/18 I 113 I T13355076 I J32 12/28/18 130 I T13355093 I T13 ' �1 2/28/18 1 114 I T13355077 I J36 12/28/18 131 I T13355094 I T14 : ; 1 2/28/118 .` 115 I T13355078 I J42 12/28/18 132 I T13355095 I T15 1 2%28/18 1 ,- 116 I T13355079 I J52 12/28/18 133 I T13355096 I T16 1 2/28/18 I 117 1 T133550801 P1301 12/28/18 134 I T13355097 I T17 ; 12/28/18 The truss drawing(s)referenced above have been prepared by MiTek irovded by Bu ldin my dComirect sonentlSlon based on the parameters ,,`;oPaGE NSF<F�,��, Truss Design Engineer's Name: Velez, Joaquin 68182 My license renewal date for the state of Florida is February 28, 201-9. = W. 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 STATE :O F V✓ designs comply with ANSI/TPI 1. These designs are based upon parameters �;�'•,.<` P;' ' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� ` 'r�:O R 1 O.•' % firlAny orlcinformation � customers file reference purpose only, was ntakennto account in the preparation of ` �1;10119 N A1-�� _, these designs. MiTek has not independently verified the applicability of the design ��►ll l �11��' parameters or-the designs for any particular building. Before use,the building designer Joaquin Velez PE.No.68182, should verify applicability of design parameters and properly incorporate these design's MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 Velez,Joaquin 1 of 2 Lou Pontigo & Associates, Inc. Consulting Structural Engineers ""O EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REJECTED-SEE REMARKS ❑REVISE&RESUBMIT Review is for the limited purpose of checbrQ for conformanc® with the design concept and the inforamk n eAxessed in the contract documents.No approval is kq�#W for the accuracy of completeness of details,quantifies.cim weights or gauges,fabrication processes,cora *m means to methodL% coordination of the work with tither tttxifes or ca eWc1lion safety precautions,all of which are the sole responst0y of 11he Contractor.The Contractor is resporaUe for ckmiftns to be confirmed and correlated of afire siSe.Reorr of a ifrc item shall not include a review of The-erare asseinblyat which the Item Is a component.Review al m-sdbrr ra v A cover only designated changes on lire-m ber7T6tatt mad changes clearly . Identified by the Conftscctx, 0 owl ' r • i+ RE: 15212TO - Site Information: Customer Info: Toll Brother's Project Name: . Model: The Captiva - Coastal Lot/Block: 126 Subdivision: Atlantic Beach Address: 1656 Maritime Oak Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date 35 IT13355098IT18 2/28/18 136 I T13355099 I T19 12/28/18 137 I T13355100 I T20 12/28/18 138 I T13355101 I T21 12/28/18 139 I T13355102 I T22 12/28/18 140 I T13355103 I T23 12/28/18 141 I T13355104 I T24 12/28/18 142 I T13355105 I T25 12/28/18 143 I T13355106 I T26 12/28/18 144 I T13355107 I T27 12/28/18 145 1 T13355108 1 V01 12/28/18 146 1 T13355109 1 V02 12/28/18 fOFFIC �UP 2 of 2 Job Truss Truss Type 9 Qry Ply 1521270 HJ04 Diagonal Hip Girder 1 1 713355064 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:46 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoyBiUN-iM 1 TBJKgGuClsbrx9s3J_I BYBBvvl iCbzVYKs 1 zgg2V 3-4-5 . 5-7-2. 3-4-5 2-2-13 Scale=1:16.6 3 424 FIT Special 3x4 I I NAILED 2 12 q 1 45= o 4 d�. 0 13 6 NAILED 2x4 II NAILED 2x4 II 3x6 11 0-Q-6 3-4-5 5-7-2 0-11-6 3-3-15 2-2-13 Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.28 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2X4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=118/Mechanical,4=98/Mechanical,1=244/0-7-0 Max Horz 1=56(LC 8) Max Uplift 3=-34(LC 8),4=-8(LC 8),1=-18(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-258/24 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=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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. `,�� Q.U)N V 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. ,e QP• I�F 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. �� , G•E N 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •V� `SF ••, pis LOAD CASE(S) Standard No 68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *:• Uniform Loads(pif) = Vert:1-3=-60,6-7=-20,4-5=-20 'b Concentrated Loads(lb) i ST OF :•4 Vert:13=-17(F=-9,B=-8) i 'ON A; Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND fNCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.10/0312015 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 City Ply 1521270 HJ14 Diagonal Hip Girder 2 1 713355065 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:46 2018 Page 1 5-7-2 I D:urcmROEH6c2j4VJkU UiYnoy8i U N-iM 1 TSJKgGuClsbrx9s3J_I BW xBwUliCbzVYKs 1 zgg2V 5-7-2 2 Scale=1:17.3 d 4.24 12 `r 0 NAILED Special 9 0 N ri � N N N 1 10 3 NAILED NAILED 2x4 11 3x6 I I p-3-8 5-7-2 b-3-81 5-3-10 Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 3-8 >926 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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) 2=137/Mechanical,3=71/Mechanical,1=252/0-4-15 Max Horz 1=56(LC 8) Max Uplift 2=-54(LC 8),3=-34(LC 8),1=-75(LC 8) Max Grav 2=137(LC 1),3=94(LC 3),1=252(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.' 11;Exp B;Encl.,GCpi=O.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. o��, Q� N 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. �� Q�• �161 j ss 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. ,�� , ,• r E•N S [� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : •• V F ••, LOADCASE(S) Standard NO 68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *:• Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) S 0 F •• 4(/ Vert:10=-17(F=-8,B=-9) 0 C? . ��,,ss,O N AL E�0000 P111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verily design pammetem and READ NOTES ON THIS AND INCLUDED M/TEK 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addltional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type t qty Ply 1521270 HJ24 Diagonal Hip Girder 2 1 713355066 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:47 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-BYbsLeLS1 BKcUkQ7jZbYXzkfxbGxU9RkC9HtOTzgg2U 5-7-2 5-7-2 2 Scale=1:22.1 4.24 12 NAILED Special 5 2x4 I I 1 6 4 NAILED 3 2x4 11 NAILED 5-7-2 5-7-2 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 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >707 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) •0.08 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MR Weight:19 Ib FT.20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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) 4=217/0-7-0,2=152/Mechanical,3=66/Mechanical Max Horz 4=86(LC 8) Max Uplift 4=-22(LC 4),2=-66(LC 8),3=-6(LC 8) Max Grav 4=217(LC 1),2=152(LC 1),3=103(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=2511;9=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. , 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 QU N V�C�♦', LOADCASE(S) Standard `�� ' .••�G•ENS'• [� ♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 :s •• V F•••, Uniform Loads(pit) NO 68182 Vert:1-2=-60,3-4=-20 ` *•: •: Concentrated Loads(lb) Vert:6=-4(F=-2,B=-2) = ; ST OF : 44/ � s Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018. ®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 vertfy the applicability of design parameters and properly Incorporate this design Into the overall �,►n� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* 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 it=systems.seeANsWi 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 1521270 J02 Corner Jack 1 1 713355067 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:48 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoyBiUN-fl9EY_L4oVST6u?JHH6n3AGyW?hLDchuRpl Rwvzgg2T 1-10-15 1-10-15 Scale=1:10.7 2 6.00 F12 1 3x5 11 3 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3),[1:0-0-3,0-5-01,[1:0-2-8 0-0-7[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 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) 2=47/Mechanical,3=29/Mechanical,1=76/0-5-8 Max Horz 1=27(LC 12) Max Uplift 2=-19(LC 12),3=-1(LC 12) Max Grav 2=47(LC 1),3=34(LC 3),1=76(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;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)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 4) Refer between ogirder(s)for otru s to truss ttom chord n d any other members. onne t ons ` QU I N 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. �O OP No 68182 STA OF :14/� :0 .o P �: , �sS�O .�`� 1111111110 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mllek®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,seeAN51/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.Atexandrlo.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T13355068 15212TO J04 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:48 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoySiUN-f19EY_L4oVST6u?JHH6n3AGxH?eoDchuRpl Rwvzgg2T 2-5-9 4-0-0 2-5-9 1-6.7 Scale:3/4'=1' 3 6.00 12 10 2x4 11 2El a 1 3x4= o Ll F1 4 ci 0 6 �9 2x4 11 3x5 11 2-5-9 4-0-0 2-5-9 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.11 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=83/Mechanical,4=75/Mechanical,1=158/0-5-8 Max Horz 1=57(LC 12) Max Uplift 3=-27(LC 12),4=-9(LC 12) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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 4) Refer oetween the gi der(s)forottom tru s toord and truss connections.other members. o,`,`,aUIN liV,' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4. ♦ Q� ....... ( �� E *,.F� No 68182oo .0' Sto F '�: :.�sOR Q 4/: Joaquin Velez PE No.68182 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1101-7473 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 bulding 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 Tam Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 r Qty Ply 1521270 J06 Jack-Open 1 1 713355069 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:49 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-7xjcmKMiZpaKj2aW q_dOcOpOwOwsy3xl rrm_TMzgg2S 6-0-0 6-0-0 Scale=1:20.7 2 6.00 12 8 v CO 7 1 3 3x5 I I 6-0-0 6-0-0 Plate Offsets(X,Y)-- rl:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-2-8,0-0-71 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 3-6 >951 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 3-6 >524 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=86(LC 12) Max Uplift 2=-62(LC 12),1=-1(LC 12) Max Grav 2=157(LC 1),3=111(LC 3),1=238(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24fh eave=4ft Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 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 4)Referttogirder(s)forottom trustootrdusnd any other onnectionsmembers. `, COiN11V � 4' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. �N ON No 68182 O: SOF :�� 4 tov %s 404 %% ��rnu►► Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parametersshown,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 acrd/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 r . Oty Ply 15212T0 J12 Corner Jack 1 1 T13356070 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:50 2018 Page 1 2-1-1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-b7H_zgNLJ6iBLC9iOi8FgbLl_oMthW BAu7WY?ozgg2R 2-1-1 Scale=1:10.7 2 6.00 12 1 C _HI� 0 3 3x5 II 211 2-1-1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 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) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=27(LC 12) Max Uplift 2=-1 8(LC 12) Max Grav 2=48(LC 1),3=35(LC 3),1=76(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 B;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)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 ttom d any other Refer to girder(s)der(s)forDtru s toDrd tru truss connections. ,,,,``QUIN If 4) Ref 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)2. �� No 68182 it Z S OF 41/ fill, it00% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate lhis design Into the overall W1 F building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtional 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,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 , Qty Ply T13365071 15212TO J14 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:50 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-b7H_zgNLJ6iBLC9iOi8FgbLFQoJHhW BAu7WY?ozgg2R 4-0-0 4-0-0 Scale:3/4°=1' 2 6.00 F12 7 v r W N N N 1 3 3x5 11 p-3-q 4-0-0 b-3-d 3-9-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 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-MPWeight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-0-0 or 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) 2=103/Mechanical,3=55/Mechanical,1=158/0-3-8 Max Horz 1=57(LC 12) Max Uplift 2=47(LC 12),3=-28(LC 12),1=38(LC 12) Max Grav 2=103(LC 1),3=73(LC 3),1=158(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;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 11111111111 will fit between the bottom chord and any other members. ��,,t,Qv IN V 111,, 4)Refer to girder(s)for truss to truss connections. ,� OQ�• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. �� , .•• G•E•NS'*-. No 68182 ' S OF 00 ;'e'\ • O P N �o e0 N A� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 Q WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE 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 Indivkfual miss web and/or chord members only. AddifloncrHemporary and permanent bracing MiTek` is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPif 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 Qty Ply 1521270 J16 Jack-Open 12 1 713355072 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:512018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8i U N-3KrM BOOz4Qg2zMkuyP.fUhpuMQCcoQzRK7nF5XEzgg2Q 6.0.0 6-0-0 Scale=1:22.0 2- 6.00 6.00 12 8 a 0) N � 7 m 1 3x5 11 3 Q-3-Q 6-0-0 i d 3-b 5-9-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 3-6 >441 240 MT20 244/190 TCDL 10.0 Lumbdr DOL 1.25 BC 0.44 Vert(CT) -0.14 3-6 >524 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:20 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. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-3-8 Max Harz 1=86(LC 12) Max Uplift 2=-71(LC 12),3=-40(LC 12),1=-60(LC 12) Max Grav 2=157(LC 1),3=111(LC 3),1=237(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=oft;Cat. ll;Exp B;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;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. `%%% QU IN 4)Refer to girder(s)for truss to truss connections. ,� QA• E�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)2,3,1. 00 `�� , ,•'�G•E N S••• �i No 68182 o =13 13 ST OF .'41J� 0 N A11 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Dais: February 28,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�/� bulidng 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 fabricailom storage,delivery,erection and bracing of trusses and truss systems,seeANSWI1 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 r . Qty Ply 713355073 15212TO J22 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:51 2018 Page 1 I D:urcmROEH6c2j4VJkUU iYnoyBi U N-3KrMBOOz4Qg2zMkuyPfUhpuThCixQzRK7nF5XEzgg2Q 1-10-15 1-10-15 Scale=1:10.7 2 6.00 12 N 1 N 3 3x5 11 160-53-21, 1-10-15 0-33-0 1-7-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3 0-5-01 [1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 " 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 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 FBC2017lTPI2014 Matrix-MP Weight:7 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 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) 2=47/Mechanical,3=29/Mechanical,1=76/0-3-8 Max Horz 1=27(LC 12) Max Uplift 2=-23(LC 12),3=-16(LC 12),1=-16(LC 12) Max Grav 2=47(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;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. 111110► 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)2,3,1. �N,� QP 0,� EA1,9 No 68.182 t p S F :•1JJ: O' 4( ie��Sis�ON % n n 111. Joaquin Velez PE Nd.68182 Welk USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE 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 MiTe k` is always required for stabliliy 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 r Qty Ply T13355074 15212TO J24 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:52 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-XW PIOMObrkyvaW 15W 7AjEORYvc_I9PhTMR?e3hzgg2P 4-0-0 4-0-0 Scale=1:21.0 2 6.00 12 5 2x4 I I a 1 m n N m 4 3x4 11 3 4-0-0 4-0-0 Plate Offsets(X,Y)-- 14:0-2-0,0-0-81 LOADING,(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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) 4=152/0-5-8,2=107/Mechanical,3=45/Mechanical Max Harz 4=86(LC 12) Max Uplift 2=-56(LC 12) Max Grav 4=152(LC 1),2=107(LC 1),3=73(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. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 zone;end vertical left 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. Refer to uss to truss 5) Provide mechanicalrconnection b others)tlof truss to bearing late capable of withstanding 100 lb uplift at joints 2., ( Y 9 P P 9 P 1 O U I Ni •' G•ENS' • - No 68182 � a i r ST OF .• o .(011111 Joaquin Velez PE No.68182 Welk USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1 010 312 0 1 5 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 MiTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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,Alexandrlo,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13355075 15212TO J26 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:53 2018 Pagel I D:urcm ROEH6c2j4VJkU UiYnoy8i UN-?iy7ciPDcl4mCftH3giymEzjnOH8uswda5kCc7zgg20 222-5 8 - 6-0-0 8 3-6-8 Scale=1:20.7 3 6.00 12 V 3x4 II 11 N 2 m N 10 m 1 4x5 II Icp Lil 0 6 2x4 11 3x5 11 2-5-8 6-0-0 2-5 8 3-6-8 Plate Offsets(X,Y)-- [i:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.07 4-5 >960 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.12 4-5 >581 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:22 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` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2X4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=142/Mechanical,4=96/Mechanical,1=237/0-5-8 Max Horz 1=86(LC 12) Max Uplift 3=-50(LC 12),4=-2(LC 12),1=-1(LC 12) Max Grav 3=142(LC 1),4=108(LC 3),1=237(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/68 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=4fh Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces 8r 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. ,11111 r r 1111111 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 `,% QU)N Will fit between the bottom chord and any other members. � OP• �� 4)Refer to girder(s)for truss to truss connections. ,� J .•' G E•N$•• i� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. a •• V F•••• �� No 68182 ;i7cZ O � : STA OF :� � �% �111r n n1g1 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 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 Criterla,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 Ory Ply T13355076 15212TO J32 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 2B 08:12:53 2018 Page 1 I D:urcmRO EH6c2j4VJkU UiYnoy8i UN-?iy7ci PDcl4mCftH3giym Ezp700Ruswda5kCc7zgg20 2-1-1 2-1-1 Scale=1:10.7 2 6.00 12 1 " I 'im 3 3x5 11 0-3-0, 2-1-1 0-3-0 1101 —� Plate Offsets(X,Y)-- [1:0-0-1,0-0-3),[1:0-0-3,0-5-01,[1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 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/TP12014 Matrix-MP Weight:7 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc putiins. 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) 2=48/Mechanical,3=27/Mechanical,1=76/0-3-8 Max Horz 1=27(LC 12) Max Uplift 2=23(LC 12),3=-15(LC 12),1=17(LC 12) Max Grav 2=48(LC 1),3=35(LC 3),1=76(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FHS 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 Refer oetween the gi der(s)forottom tru s to trod snd any other connections. `,11t,11111111111111111U I `, � 4) Ref 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. `e� �P• F(� °�� v NO 68182 e ;X= % 3' ST OF 4/Z 4 % e Joaquin Velez PE No.68182 MiTek•USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MI1--7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MlTek0 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 iTeke 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 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 T13355077 15212TO J36 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:54 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-TvW Vp2QrNLCdgpSTdXDBJRW rpPdFdJAmpIUl8Zzgg2N 6-0-0 6-0.0 Scale=1:27.8 2 6.00 12 6 5 `t rn 1- 3x4 11 a 4 1 d 4 3 45 11 6-0-0 6-0.0 Plate Offsets(X,Y)-- [4:0-2-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 3-4 >870 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.12 3-4 >567 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.12 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:21 Ib 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 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) 4=232/0-5-8,2=162/Mechanical,3=70/Mechanical Max Harz 4=115(LC 12) Max Uplift 2=-77(LC 12) Max Grav 4=232(LC 1),2=162(LC 1),3=111(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. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left 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. �``V%J 1111�11111 , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2. e`�i PQU I N .o No 68182 1e.0 ST OF s e t��\=,ee If 4.', �% Joaquin Velez PE No.68182 M1Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10103/2016 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Teks 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 Qty Ply T13355078 15212TO J42 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:54 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-TvW Vp2QrNLCdgpSTdXDBJRWyrPjjdJAmplUiBzzgg2N 1-10-15 1-10-15 6.00 Fi2 2 Scale:3/4°=1' 2x4 11 1 N N N N 4 3 2x4 11 i 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-4 >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-MR Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 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) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=56(LC 12) Max Uplift 2=35(LC 12),3=-11(LC 12) Max Grav 4=70(LC 1),2=53(LC 17),3=34(LC 3) FORCES. (Ib)-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 B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left 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 girders)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)2,3. '1111111 It I11'r PpIU I N .. F �%, �O .•GENS;. F��i�� No 68182 • `,•S O F ',�, J, �f Is�tON A;E%%% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa R-33610 Date: February 28,2018 ® WARNING.VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MlTekO 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 buliding design. Bracing Indicated is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and huss 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 T13365079 15212TO J52 Comer Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:55 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-y54tOORT8fKURzl gBFkQsf37jp3?MmQw2PDJgOzgg2M 2-1-1 2-1-1 6.00 F12 2 Scale:3/4"=1' 2x4 11 1 Li T 0 3 4 2x4 11 2-1-1 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 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-4 >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-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 2-1-1 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) 4=70/0-5-8,2=49/Mechanical,3=20/Mechanical Max Horz 4=56(LC 12) Max Uplift 2=35(LC 12),3=-8(LC 12) Max Grav 4=70(LC 1),2=52(LC 17),3=36(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. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left 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 100 Ib uplift at joint(s)2,3. UIN No 68182 r � � ST OF '�✓ ' O' w.: .. 1O. ♦ �% % s1�N A�E� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 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 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 MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13365080 15212TO PBO1 Piggyback 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 152017 MiTek Industries,Inc. Wed Feb 28 08:12:56 2018 Pagel I D:urcmROEH6c2j4VJkUUiYnoy8i UN-QHeFEjS6vySL37cslyFfOsbKf DP45Dg3H3zsCSzgg2L 2-0-0 4-0-0 2-0-0 2-0-0 3x6= Scale=1:7.8 3 6.00 Ft2 4 2 1 5 m o Io . 2x4= 2x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [3:0-3-0,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 0.03 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=120/2-0-14,4=120/2-0-14 Max Harz 2=-14(LC 10) Max Uplift 2=30(LC 12),4=30(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. ll;Exp B;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. 7) Provide mechanical See Standard Industry Piggyback Truection(by shers)of s Connection Detail for Connectionuss to bearing plate e of to base truss asga10licablelb lifo aconsult)qualified building ��,',1 i t"rd,ll��I designer. Industry 99Y PP q ,,`%OPQU N VF�� .` J .• GENS ® No 68182 =-10 o13 -' S OF e ON A;E 0 116* Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 3.3610 Date: February 28,2018 ® 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 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 Instihrte,218 N.Lee Street Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13355081 15212TO T01 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:57 2018 Page 1 I D:urcmROE H6c2j4VJkU UiYnoyBiU N-uTCeR3SkgGaBhH B2lgmux481cdYOgfkCVji Pluzgg2K 2-5-8 41-6-8-0-0 6-0-0 2-5-8 2-0-0 Special Scale=1:18.4 4x5= 3 4 6.00 F12 2x4 II IE 6 2 d a r N 1 2x4 0 2x4 I 5 `o 0 Special 8 2x4 II 3x5 I I 2-5-8 4-0-0 6-0-0 2.5.8 1_g_g P-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-2-8,0-0-71 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 0.78 Vert(LL) -0.14 6-7 >503 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.28 6-7 >253 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.16 4 n/a n/a BCDL 10.0 Code FBC2017JTP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* 1-8:2x4 SP No.2,2-8:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=58/Mechanical,5=304/Mechanical,1=293/0-5-8 Max Horz 1=58(LC 8) Max Uplift 4=-27(LC 4),5=-60(LC 8),1=-31(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-7=-80/420 WEBS 3-6=-406/113 NOTES- 1)Unbalanced roof live loads have been considered forth!s 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 B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ` COIN VF��I�� 3) Provide adequate drainage to prevent water ponding. ,� QP• ....... • • ��. � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�` J .••�GE1V S•• �, 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 V 4 � � will fit between the bottom chord and any other members. 0 6)Refer to girder(s)for truss to truss connections. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5,1. *:• •: 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)116 Ib down and 110 Ib up at 4-0-0 on top chord,and 125 Ib down and 65 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is "0: >7 the responsibility of others. i 5 SF 9)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q e LOAD CASE(S) Standard i� • • O R I O••'`G��.` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �I sts�• ••••••�` �% Uniform Loads(plt) -'I,t,10 N A J%0% Vert:1-3=-60,3-4=60,8-9=-20,5-7=-20 Concentrated Loads(lb) Joaquin Velez PE No.68182 Vert:3=55(F)6=1 25(F) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mnrEK 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 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 buss systems,seeANSWI 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 T13355082 15212TO T02 Half Hip Girder i 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:12:57 2018 Pagel I D:urcmROEH6c2j4VJkU UiYnoy8i U N-uTCeR3SkgGaBhH B2lgmux48NmdXDggOCVjiPluzgg2K 4-0-0 6-0-0 4-0-0 2-0-0 Special Scale=1:17.8 4x5= 2 3 6.00 FIT 1 5 4 2x4 II Special 3x6 11 Q-3-q 4-0-0 6-0-0 b 3-d 3-9-0 2-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-12,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.21 5-8 >342 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.28 5-8 >254 180 BCLL 0.0 Rep Stress[nor NO WB 0.06 Horz(CT) 0.16 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 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.1 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=58/Mechanical,4=297/Mechanical,1=292/0-3-8 Max Horz 1=58(LC 8) Max Uplift 3=-27(LC 4),4=-144(LC 8),1=102(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-288/137 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=25fh B=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. `,111111111/111 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ptU I N 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 ,� OP• Er;� °°♦ Will fit between the bottom chord and any other members. oo , G E N••'• S' 6) Refer to girder(s)for truss to truss connections. oo .•'�,\ �'.•. ♦♦ 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) a=1aa,1=1 o2. 4 No 68182 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 Ib down and 153 Ib up at * •: 4-0-0 on top chord,and 77 Ib down and 59 ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. .10: tY 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i S OF LOAD CASE(S) Standard ♦♦T•'.;C r o0 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦i♦� R G�000 Unifor n Loads(2If) /ON 60,2-3=-60,a-s=-2o °°' A� Concentrated Loads(lb) Vert:2=-94(B)5=-77(B) Joaquin Velez PE No.68182 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. wit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for n 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 Is aiilwaayys rreguired for stan. gbility nied Is to d to prevent nt collapseevent lwith tIndividual truss web and/or chord members possible personal Injury and property damage.NF r general guidance regardingtional temporary and the Hent bracing Mi�'ek• fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply T13355083 15212TO T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:00 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8i U N-12um45VczBzmYkwd_oKbZimo3gbC 1 ppfBhx3LDzgg2H 6-0.0 11-7-12 17-1-12 22-7-12 30-5-7 34-8-4 38-11-0 42-5-7 44-11-0 6-0-0 5-7-12 5-6-0 5 6-0 7-9-11 4-2-12 4-2-12 3-6-7 Scale=1:77.6 NAILED NAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILED NAILEDNAILED 7x10% NAILED 6.00 12 4x5= 7x6= 4x5= 5x12= 6x6= 4x5= NAILEDNAILED NAILED NAILED NAILED NAILED 6x6 �! 2 29 30 331 3233 34 4 35 36 537 38 39 4041 6 42 743 44 45 8 46 9 4x6 4 10 v n i \ 11 `0 1 o 6 3 0 15 14 0 0 47 22 48 49 21 50 51 52 20 53 54 19 55 56 57 58 1859 17 60 = 62 63 4x10- 12 2x4 II 6x6 6x8= _ 3x4 11 NAILED 4x6 ED NAILED 3x8= 6x6= JUS24 NAILED 7x10= NAILED NAILED 5x6— NAILED NAILED JUS24 2x4 II 3x8 II NAILED NAILED NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILEDNAILED 7x10= NAILED 0-�-0 11.7-12 17-1.12 22-7-12 28-2-12 30-5-7 34-8-4 38-11-0 42-5-7 44-11-0 0-`�-0 5-9.0 5-7-12 5-6-0 5-6-0 5-7-0 2-2-11 4-2-12 4-2-12 3-fi-7 2-5-9 Plate Offsets(X,Y)-- [1:0-5-0,0-0-3],[1:0-0-3,0-0-1],[2:0-4-8,0-2-0],[5:0-2-0,0-2-0],[6:0-5-8,0-2-8],[10:0-2-0,0-2-0],[11:0-0-3,0-5-0],[11:0-0-1,0-0-3],[11:0-3-8,Edge], [13:0-3-4,0-1-81,[16:0-5-8,0-3-81,[18:0-3-0,0-3-01,[19:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.29 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.4020-21 >843 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:243 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP.No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc pudins. 2-4,4-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS Web Brace:Length(member) 4-0-4(6-19); 1-21:2x4 SP SS,7-17:2x4 SP No.3,13-16,20-21:2X4 SP No.1 10-12:2x6 SP No.2 WEBS 2x4 SP No.3*Except* 2-21,5-20,3-20,6-19:2X4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 18=4662/0-5-8,1=1800/0-3-8,11=641/0-5-8 Max Horz 1=-59(LC 23) Max Uplift 18=-1613(LC 8),1=-800(LC 8),11=-1 3(LC 8) Max Grav 18=4662(LC 1),1=1809(LC 17),11=644(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3119/1407,2-3=-3549/1699,3-4=-2871/1451,4-5=-2871/1451,5-6=-750/569, 6-7=-963/2360, / 7091010 ? , NO` BOTCHORD 1-22= 195/2712,21 ,Q7 , 9 , 18-19=-2917/1061,7-16=-1497/410,15-16=-2244/1022,14-15=-229/491,13-14=-49/1749, 11-12=-0/810 ; V� SFS••, �i� WEBS 2-22=-201/472,6-18=-3424/1182,16-18=2813/1021,6-16—16/876,7-15=-653/2412, No 68182 8-15=-1059/371,8-14=378/1079,10-14=-1062/190,2-21=516/1012,5-19=1906/790, = *•: •:.* = 3-21=-259/132,5-20=-1030/2493,3-20=-821/295,4-20=-576/237,6-19=-1801/4209 NOTES- �'fl 1)Unbalanced roof live loads have been considered for this design. i ST O F 44/Z 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=45ft;eave=5ft;Cat. Q •, II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left exposed;Lumber DO L=1.60 plate grip ��'� '•A, 0 DOL=1.60 R 3)Provide adequate drainage to prevent water ponding. �I StS .• \ �% 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I,,1O N A;� % 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 fill will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=1b) MITek USA,Inc.FL Cert 6634 18=1613,1=800. 6904 Parke East Blvd:Tampa FL 33610 7)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent spaced at 36-9-8 oc max.starting at 4-0-12 from Date: the left end to 40-10-4 to connect truss(es)to front face of bottom chord. February/28,2018 to8FIII all nail holes where han er is in contact with lumber. n nue on page WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Huailfy 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 T13355083 15212TO T63 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:00 2018 Page 2 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-12um45VczBzmYkwd_oKbZimo3gbC1 ppfBhx3LDzgg2H NOTES- 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25°)toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-9=-60,9-11=-60,17-23=-20,13-16=-20,12-26=-20 Concentrated Loads(Ib) Vert:2=-97(F)9=-82(F)22=-60(F)15=-76(F)8=-82(F)14=-76(F)29=-97(F)30=-97(F)31=-97(F)33=-97(F)34=-97(F)35=-97(F)36=-97(F)37=-97(F)38=-97(F) 40=-97(F)41=-97(F)42=-97(F)43=-82(F)45=-82(F)46=-82(F)47=-333(F)48=-60(F)49=60(F)50=-60(F)51=60(F)52=-60(F)53=-60(F)54=-60(F)55=-60(F) 56=-60(F)57=-60(F)58=-60(F)59=-60(F)60=-76(F)61=-76(F)62=-76(F)63=-341(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 wifh 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,Mexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply T13355084 15212TO T04 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:01 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-mFR8HRVEkU5dguUpXW rg5wJ 1 yE?W mHkoQLgdufzgg2G 7-10-15 14-5-6 21-2-13 30-5-7 32-9-3 37-0-1 42-5-7 44-11-0 7-10-15 6-6-7 6-9-7 9-2-11 2-3-12 4-2-14 5-5-6 2-5-9 Scale=1:80.4 6x8= 6.00 12 2x4 11 6x6= 4x5= 6x6= 6x8 2 28 3 29 30 4 3 5 3 6 7 1 27 34 4x6 CQ 8 m m 26 y 1 935 v 312 11 ]oto 19 18 17 16 153x8 II 10 4x10= 2x4 II 7x10= 4x5= 6x8 11 3x8= 3x8 11 3x5 II 3x8= 2x4 II 3x8 11 0- -0 7-10-15 14-5-6 21-2-13 28-2-12 30-5-7 37-0-1 42-5-7 44-11-0 0- -0 7-7-15 6-6-7 6-9-7 6-11-15 2-2-11 6-6-10 5-5-6 2-5-9 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],12:0-3-12,0-1-4],17:0-3-4,0-3-0],[8:0-1-12,0-2-01,19:0-0-1,0-0-31,[9:0-3-8,Edge],[9:0-0-3,0-5-0],[11:0-3-4 ,0-1-81,113:0-4-0,0-0-0],115:0-3-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.20 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 16 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-MS Weight:230 Ib 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* except 13-15,8-10:2x6 SP No.2 2-0-0 oc purlins(3-9-5 max.):2-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. WEDGE WEBS 1Row atmidpt 5-16,5-17 Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 16=2111/0-5-8,1=1008/0-3-8,9=474/0-5-8 Max Horz 1=-73(LC 10) Max Uplift 16.508(LC 12),1=-394(LC 12),9=56(LC 12) Max Grav 16=2111(LC 1),1=1018(LC 21),9=474(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1 687/1133,2-3=-1 674/1258,3-4=-1674/1258,4-5=-968/883,5-6=-122/803, 6-7=-439/129,7-8=-541/104,8-9=-699/182 BOT CHORD 1-19=-934/1434,18-19=-927/1429,17-18=-751/998,16-17=-759/234,15-16=-625/43, 13-14=01527,11-12=-373/1281,9-10=-134/580 WEBS 8 8-12=-880/396,4-18=-421/806,4-17=-824/372,5-17=-116-14=-969/252, 15/1933, = �� UI N 6-12=-74/531 `,� OP• •�� I�, ♦� , \G•E N S �s NOTES- ♦ \� F•••• 1)Unbalanced roof live loads have been considered for this design. No 68-182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. = *•: •:* = II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 7-8-2,Exterior(2)7-8-2 to 43-8-13,Interior(1)43-8-13 to 44-11-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for — reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �'t] Owl 3)Provide adequate drainage to prevent water ponding. 3 ; ST OF :�4� 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 i�sT• ;c ••NC-? _`♦♦ will fit between the bottom chord and any other members. i • . O R I ` %♦ 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except Qt=1b) �O St5'� ••••�\ �%% 16=50811=394. 4/�� 11e'��%% 7)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Joaquin Velez PE No.68182 NIITek USA,Inc.FL Cert 6634 6904 Farke East Blvd.Tampa FL 33610 Dais: February 28,2018 ®WARNING-Verfiry design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGEA111-7473 rev.10103/2015 BEFORE USE. � Design valid for use ody with Mnek(D 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► 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 ' City Ply 713355085 15212TO T05 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:03 2018 Page 1 I D:urcmRO E H6c2j4VJkU UiYnoyeiU N-jdZvi7XVG6LLPCeCfwtIALOL52dOEF 15uf9kyYzgg2E 3D-5-7 i 7-0.0 9-10.15 i 15-9-6 21-10.13 Ill 14 2e- 12 I 35-D-1 3$-4-7 42-5-7 i 44-11.0 7-0.0 2-1415 510-7 61.7 61-2 0.-14 4-6-10 4 7-0-15 2-59 2-2-11 Scale=1:80.4 6x8= 2x4 11 6x6= 4x5= 7x10= 6.00 12 2x4\\ 3 28 4 29 5 3p, 6 31 32 7 2 27 33 5x6- m 26 34 8 m 1 9 IT o 3 1L�A [r;jc° EE 0 0 19 18 17 16 15 3x6 II 12 4x5= 10 3x8 14x5= 7x10= 4x5= 6x8 II 3x6= 3x8— 3x8 I I 3x5 II 2x4 11 30-5-7 D 9-10-15 159.6 21-1413 27-11-1-0 26 12 350-1 3 -7 42-57 44-11-0 -0 9-7-15 510-7 61-7 61-2 6 4 4E10 4 7.415 2-59 2-2-11 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-3-12,0-1-4],[7:0-5-8,Edge],[8:0-1-0,0-2-8],[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[9:0-3-8,Edge],[11:0-3-4 ,0-1-81,[13:0-3-0,0-0-81,[15:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC .0.72 Vert(LL) 0.23 19-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.32 19-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except 13-15,8-10:2x6 SP No.2 2-0-0 oc purlins(4-7-4 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied ors-9-14 oc bracing. WEDGE WEBS 1 Row atmidpt 6-16,7-14,8-12,6-17 Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 16=2137/0-5-8,1=999/0-3-8,9=458/0-5-8 Max Horz 1=-92(LC 10) Max Uplift 16=-530(LC 12),1=-386(LC 12),9=-42(LC 12) Max Grav 16=2137(LC 1),1=1019(LC 21),9=467(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1644/1064,2-3=-1441/1049,3-4=-1283/974,4-5=-1283/974,5-6=-671/633, 6-7=-110/678,7-8=-370/40,8-9=-694/139 BOT CHORD 1-19=-892/1395,18-19=-787/1265,17-18=-467/695,16-17=-652/266,15-16=-484/151, 13-14=-64/688,11-12=-414/1493,9-10=-104/581 WEBS 3-19=-339/392,14-16=-1997/857,6-14=-1425!766,7-14=-1032/229,7-12=0/353, �111111111�1 8-12=-1 266/506,4-18=-396/177,5-18=-429/795,5-17=-851/404,6-17=-920/1576 oe,OPQU N• NOTES �e J GEN �> 1)Unbalanced roof live loads have been considered for this design. o� •�.� 'NIS 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. a No 68182 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 9-8-2,Exterjor(2)9-8-2 to ` • 41-7-1,Interior(1)41-7-1 to 44-11-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for *: •• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 = 3) Provide adequate drainage to prevent water ponding. 'b 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. X13 ;• S O F :�4Ue 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)9 except(jt=lb) � • • O R \0 %N 16=530,1=386. �I S 9/• •' �%% 7)Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. -.111111 N A`1��.%% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ® 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 MnekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall I� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabllty 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 informa8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13355086 15212TO T06 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:05 2018 Page 1 I D:urcm ROEH6c2j4VJ kUUiYnoy8i UN-fOhf7oZlnjb3eVobmLvmFmTg8rK6i7FOLzeq 1 Qzgg2C 5-4-7 10-8-8 11-10- 5 16-59 22-2-13 26-6-7 8-1-1030-5-7 33-0-1 35-4-7 42-5-7 44-11-0 5-4-7 5-4-1 -2- 4-6-10 5-9-4 4-3-10 1-7-4 23-13 2-6-10 2-4-6 7-1-0 Scale=1:80.4 5x6 6x6 2x4 11 6x6= 45= 6x6 6.00 F12 3 4 35 5 36 37 6 38 39 7 40 8 4x5 9 4x5 34 1332 41 m 42 5x6 6 10 t 4J 21 20 0 v 5x12= 23 22 11 v o N 7x10= 4x5= 514 10 ]o 26 25 19 18 172x4 II 12 4x5= 3x8 II 4x6 I I 4x5= 2x4 11 3x4 11 3x5= 3x8= 3x4 11 2x4 I 6x8 11 2x4 11 2x4= 5-4-7 10-8-8 1 -10-15 16-5-9 22-2-13 26-6-7 Q8-1-10 30-5-7 33-0-1 35-4-7 42.5-7 44-11-0 5-4-7 5-4-1 2-7, 4-6-10 5-9-4 4-3-10 1-7-4 2-3-13 2-6-10 2-4-6 7-1.0 2-5-9 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-2-0,0-2-12],[4:0-0-12,0-3-0],[8:0-0-12,0-3-0],[10:0-1-8,0-2-8],[11:0-0-3,0-5-0],[11:0-0-1,0-0-3], [11:0-3-8,Edge],[13:0-3-4,0-1-81,[17:0-2-4,0-1-8],[24:0-6-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.15 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 23-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.10 11 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:258 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except 19-21:2x4 SP No.3,15-17,10-12:2x6 SP No.2 2-0-0 oc purlins(3-11-0 max.):4-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE WEBS 1 Row atmicipt 9-16,10-14 Left:2x4 SP No.3,Right:2x4 SP No.3 JOINTS 1 Brace at Jt(s):20 REACTIONS. (Ib/size) 18=1959/0-3-8,1=1065/0-5-8,11=570/0-5-8 Max Horz 1=111(LC 11) Max Uplift 18=-205(LC 12),1=-122(LC 12),11=-70(LC 12) Max Grav 18=1959(LC 1),1=1080(LC 21),11=583(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1859/398,2-3=-2275/497,3-4=-1696/402,4-5=-1781/417,5-6=-1781/417, 6-7=-1097/281,7-8=0/250,9-10=-694/185,10-11=887/222 BOT CHORD 1-26=-316/1603,3-24=-851701,23-24=-278/1890,22-23=-90/1127,21-22=-280/171, 15-16=0/526,14-15=-52/545,13-14=-43611657,11-12=-1641738 WEBS 2-26=-576/193,24-26=-343/1713,2-24=0/375,16-18=-1747/405,16-20=-12851324,7-20=-131 / 316 22 6-816/0227 07-22=-276/1558 14=-1118/404,5-23=-2951146, 6-23=-157831, NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. No 68182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft eave=5ft;Cat. = ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 11-4-4,Exterior(2)11-4-4 to 39-11-0,Interior(1)39-11-0 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ��O;• ST O F :�41J� 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 ��T•'•'� Q;.* �� will fit between the bottom chord and any other members. �i�F 4 OR IV• N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11 except Qt=1b) SS's ••• •�� 18=205,1=122. OI1''�N Ai`'`%%` 7)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mir-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 verily the applicability of design parameters and properly Incorporate this design Info the overall Is alitding ayys rreguired for stn. ability anddIs to to prevent collapse wevent wiith fpossibl Individual njury and property to and/or chord damage mbers only. F r Additional guidance regardiand ng the the Hent bracing MiTek• fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T13355087 15212TO T07 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:07 2018 Page 1 I D:urcmROEH6c2J4VJkUUiYnoy8iUN-bPpPYUa?JKrntpyzumyELBZOCfOvA2NhoH7x5Jzgg2A 31-0-1 5-0-7 , 10-8-8 13-10-15 20-10.0 , 26-6-7 28-1-10 30-5-7 35-4-7 42-5-7 ,44-11-0 5-0-7 5-4-1 3-2-7 6-11-1 5-8-7 1-7-4 2-3-13 4-0-6 7-1-0. 2-5-9 0-6-10 Scale=1:80.4 6x8 6x6 4x5= 7x6= 6.00 12 4x5 i 4 34 5 35 6 7 4x5 3 8 4x5 i 33 36 m 32 2 37 5x6 r 9 1 �3 20 19 0 5x12= 22 21 4 1. 10 ]nIN O 4x10= 6x6— 2x4 I 13 0 0 25 24 18 17 16 4x5= 11 4x5= 2x4 11 3x4 11 3x5= 3x8= 3x8 I I 4x6 11 2x4 11 2x4 11 6x8 11 2x4 11 2x4= 5-4-7 r 5- -8 - 86-7 $8-1-103057 35-04-7 2-15.07 11-010-8 32 2 4-7 5-4 37 6-111 5- 5 7 , 2=5-9 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[4:0-3-5,0-3-0],[7:0-0-12,0-3-01,[9:0-1-4,0-2-8],[10:0-0-3,0-5-0],[10:0-0-1,0-0-3],[10:0-3-8,Edge], [12:0-3-4,0-1-81,[16:0-24,0-1-81,[23:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 21-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 HQrz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:265 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` except 3-24,18-20:2x4 SP No.3,14-16,9-11:2x6 SP No.2 2-0-0 oc purlins(3-4-13 max.):4-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 9-13,8-15 Left:2x4 SP No.3,Right:2x4 SP No.3 JOINTS 1 Brace at Jt(s):19 REACTIONS. (Ib/size) 17=1874/0-3-8,1=1097/0-5-8,10=623/0-5-8 Max Horz 1=132(LC 11) Max Uplift 17=-188(LC 12),1=128(LC 12),10=81(LC 12) Max Grav 17=1874(LC 1),1=1097(LC 21),10=634(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1882/396,2-3=-2349/527,3-4=-1738/436,4-5.1528/413,5-6=-1152/348, 8-9=805/232,9-10=-973/235 BOT CHORD 1-25=-305/1619,3-23.95/638,22-23=-341/2033,21-22=-113/1173,14-15=-8!716, 13-14=-101/641,12-13=-443/1827,10-11=-175/810 WEBS 2-25=-562/184,23-25=-328/1684,2-23=42/426,3-22=-795/250,4-22=-80/482, 6-19=-8291/325,8,13=0/390,9-131-1192/416,8-15=-797/233 77 99,15-19=1271/320, ,,,�oQ .GEN NOTES- ♦ •• V F•'•; 1)Unbalanced roof live loads have been considered for this design. No 68182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=45fh eave=5ft Cat. •, * �• •: Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 13-6-6,Exterior(2)13-6-6 to 37-11-0,Interior(1)37-11-0 to 44-11-0 zone;C-C for members and,forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '•'fl 3)Provide adequate drainage to prevent water ponding. i 1 S OF 'JJ Z 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 �i�'C�••;A,� O Q;•'�_♦♦♦ will fit between the bottom chord and any other members. i��s R G`♦e 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)10 except Qt=1b) .1' s�• �� 17=188,1=128. 41l 7)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1111111 " Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II--7473 rev.10103/2015 BEFORE USE. wit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 MO W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street•Sulte 312 Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type ' ' Qty Ply - 713355088 15212TO T08 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 Mi rek Industries,Inc. Wed Feb 28 08:13:08 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-3bMolgbd4ezeVzX9SUTTtO5163N5vS9q 1 wtVdlzgg29 5-4-11 10-8-B 16-0.0 21.3-3 26-6-7 28.11-0 33-9-14 357-3 39-4.9 44-11-0 54-11 53-73 53-8 53-3 53-3 2.4-9 4-10.14 2.9.5 2-9-5 5-6.7 n Scale=1:83.5 5x6—_ TOP CHORD MUST BE BRACED BY 10x12— ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 11 13 5x6 i 5x6 6.00 12 6x6 11 9 17 4x10 7 19 4 1 21 6x8 i 5 22 6x8 3 23 05 5 m 42 2 >24 43 m 1hq30 29 0 5x12= 32 44 0 31 45 25 0 0 7x10= 3x4 II ]^ N 35 34 28 27 6x8 II 46 47 26 4x6 I I 4x5= 4x5= 6x6= 3x8 I I 28-11-0 54-11 10-6-6 16-0-0 21-3-3 26-6-7 28-3-6 357-3 44-11-0 S4-11 53-13 53-8 833 53-3 1-9-0 7-53 53-13 0-7.10 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],[5:0-0-12,Edge],[12:0-6-0,0-2-8],[20:0-0-4,Edge],[25:0-3-8,Edge],[25:0-0-3,0-5-0],[25:0-0-1,0-0-3], [32:0-3-12,Edgel,133:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 26-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.21 26-27 >941 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 27 nJa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:307 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. 4-22:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP N0.2`Except` 6-0-0 oc bracing:27-28,28-30. 3-34,28-30:2x4 SP No.3 WEBS 1 Row at midpt 23-27,12-29 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10,14,29 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1075/0-5-8,25=586/0-5-8,27=1932/0-3-8 Max Horz 1=-212(LC 10) Max Uplift 1=160(LC 12),25=115(LC 12),27=-180(LC 12) Max Grav 1=1075(LC 1),25=616(LC 22),27=1932(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 835/430,2-3=-2286/538,3-4=-1340/413,4-5=-1 1501406,5-6=-971/417, 6-8=-971/417,8-10=971/417,10-12=-971/417,12-14=0/392,14-16=0/392,16-18=0/392, 18-20=0/392,23-24=-702/288,24-25=-899/311,5-7=-257/58 BOT CHORD 1-35=-305/1652,3-33=-75/679,32-33=-338/2103,31-32=-102/662,30-31=-102/662, ,NO QvIIN 29-30=-132/749,26-27=-77/352,25-26=-2061754 e� OP • ..•• WEBS 2-35=-573/172,33-35=-322/1728,2-33=-54/457,3-32=-1049/236,12-32=-70/804, �� , '•GE N • �i. 27-29=-1295/238,21-29=-504/97,23-27=-638/168,23-26=-39/498,24-26=-315/162, o� •••�r� S�••. I� 12-29=-1 196/221 No 68182 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=45ft eave=5ft Cat. �'1J 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)16-0-0 .o S OF !(/ to 27-11-3,Interior(1)28-11-0 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Q grip DOL=1.60 a ��T••. Q`.' 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 ✓J# ••4 OR IV. ••`�\%�� Gable End Details as applicable,or consult qualified building designer as per ANSIIrPI 1. 4 SSS• ••••• �\ �� 4)Provide adequate drainage to prevent water ponding. "IO,I0N 11111t%% 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. Joaquin Velez PE No.68182 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Mitek USA,Inc.FL Cert 6634 8)`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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date: 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except([t=1b) February 28,2018 1=160 25=115 27=180. onlinuea on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev.10/03/2075 BEFORE USE ' Design valid for use only with MlTek8 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 vetify 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 fabdcatiort storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPiI 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 T13355088 15212TO T08 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MTek Industries,Inc. Wed Feb 28 08:13:08 2018 Page 2 I D:urcmROEH6c2j4VJ kU UiYnoyBiUN-3bMolgbd4ezeVzX9SUTTtO5163N5vS9q l wtVdlzgg2g NOTES- 10)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® WARNING-Verity 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 bracing I VI r�I�i 1y '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 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 City Ply 713355089 15212TO T09 Roof Special 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:10 2018 Page_l I D:urcm ROEH6c2j4VJkUUiYnoy8i UN-?_UYAW cucFDLkHhYZvVxypBdXs_RN PY7VEMbiezgg27 5.4-7 Lo 8-1 12-9-8 16.7.0 22-5-8 i24-5-7 26-6.728-1-10 33-9-14 39-4-9 44-11.0 5� 2-1-1 3-9-7 5.10-8 1-11-75 2.7.0 1-7-4 5.8.3 5-6.11 5.6.7 Scale=1:88.9 5x6= 6.00 F12 5 4x5 i 33 34 4x5 4 6 6x8 i 6x8 3 7 4x5 2x4 32 2 8 35 0 1 g3 0 19 i8 i o 9 N 223x4 I 6x6= 4x10= 163x 2x{ n N 0 2x4= ]0 25 24 2x4= 2x4= 12 11 36 37 10 4x6 11 4x5= 2x4 11 3x4=2x4= 6x6= 3x8 11 5x12= 3x4 II 4x5= 5-4-7 70-8-8 12-9-8 76-7-0 22-5-8 24-5-7 26-16-7 6-1-1 36-7-3 44-11-0 5-4-7 5-4-1 2-1-1 3-9-7 5-to-8 -11-15 1-7-4 8-5-9 8-3-13 Plate Offsets(X,Y)-- [1:0-a1,0-0-3],f1:0-0-3,0-5-01,f1:0-2-12,0-0-111,[9:0-3-8,Edge1,[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[17:0-2-12,0-1-41,[21:0-6-0,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.13 24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.27 22-23 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 11 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:278 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc pudins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-24,20-22,16-17,12-14:2x4 SP No.3 WEBS 1 Row at midpt 3-19,4-18,6-13,7-11 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):13 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1048/0-5-8,11=2004/0-3-8,9=541/0-5-8 Max Harz 1=220(LC 11) Max Uplift 1=-145(LC 12),11=-144(LC 12),9=-108(LC 12) Max Grav 1=1048(LC 1),11=2004(LC 1),9=586(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1782/384,2-3=-2647/520,3-4=-1352/356,4-5=-521/286,5-6=519/297,6-7=0/346, 7-8=-628/272,8-9=-836/295 BOT CHORD 1-25=-272/1551,3-21=-79/835,22-23=-49/253,20-21=-256/2049,19-20=-306/2301I 18-19=-100/1146,15-16=-361/89,10-11=-63/294,9-10=-1 92f7OO WEBS 2-25=-699/186,21-25=-285/1636,2-21=72/783,3-19=-1 275/252,4-19=-59/737, ,7-11"635/170 N96/172,6-13= `,` 1320/166,7-10=-38/497,8-10=-321/162, ,QU` 1 V�1, 6-18=0/899 NOTES- s , .• G•E•N 1)Unbalanced roof live loads have been considered for this design. �� V� `SF��•, �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=45111;L=45ft;eave=5ft;Cat. ` No 68182 Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 • to 26-11-6 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. e 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 'fl Will fit between the bottom chord and any other members,with BCDL=10.Opsf. s S OF JJs 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) Q 1=145,11=144,9=108. �� .AN. O R,O N % 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev 10M32015 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,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713355090 15212TO T10 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:11 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-UA2wNsdW NZLCMOFk7cOAV1joxGLE6nfGju59E4zgg26 5-4-11 10-8-8 16-6-2 22-5-8 26-9-12 32-9-14 38-10-1 44-11-0 5-4-11 5-3-13 5-9-10 5-11-6 4-4-4 6-0-2 6-0-2 6-0-15 Scale=1:77.0 5x6= 6.00 FIT 5 4x5 4x5 i 25 6 4 6x8 i 6x8 7 3 4 4x5 i 2x4 \\ 8 24 2 \\ 26 1 15 12 Io 5x12= 14 27 13 \\ 9 n to N sxs= axlo 2x. — Io 17 16 11 28 29 10 4x6 II 4x5= 2x4 11 4x5= 6x8= 3x8 I I 5-4-11 10-8-8 16-6-2 22-5-8 26-9-12 27- 15 35-9-15 44-11-0 5-4-11 5-3-13 5-9-10 5-11-6 8-9 1 9-1-1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-2-12,0-0-111,[9:0-3-8,Edge1,[9:0-0-3,0-5-01,[9:0-0-1,0-0-31,[15:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.24 10-11 >906 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.41 10-11 >527 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) -0.02 11 n!a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:280 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc puffins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-16,6-11:2x4 SP No.3 6-0-0 oc bracing:12-13 WEBS 2x4 SP No.3 4-0-3 oc bracing:11-12. OTHERS 2x4 SP No.3 1 Row at midpt 6-12 WEDGE WEBS Web Brace:Length(member) 6-3-12(7-11); Left:2x4 SP No.3,Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-13 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=1050/0-5-8,11=1867/0-2-15,9=676/0-5-8 Max Horz 1=220(LC 10) Max Uplift 1=-1 47(LC 12),11=-1 28(LC 12),9=-122(LC 12) Max Grav 1=1050(LC 1),11=1867(LC 1),9=713(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1787/389,2-3=-2203/473,3-4=-1235/355,4-5=-510/299,5-6=-480/315, 7-8=-890/308,B-9=-1095/327 BOT CHORD 1-17=-276/1614,3-15=-65/673,14-15=-268/2032,13-14=-97/1132,11-12=-1314/125, ,�ra1<11 111I,S 13/918 WEBS 2-17=-557/159,15-171 0-291/169192 -15 2 =24/427,7-11 698/182,7-10=42/574, ,,`�ON PQL}. . 8-10=-337/172,3-14=-1044/223,4-14=-53/743,4-13=-1039/237,6-13=0/901 ,off, ,•,��G ENNOTES- S�:•.� ��s v Unbalanced roof live loads have been considered for this design. N O 68-182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=45ft;eave=5ft;Cat. *:• •• Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 to 26-11-8 zone;C-C for members and forces&MWFRS 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. O; S OF � •: 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 0 will fit between the bottom chord and any other members,with BCDL=10.Opsf. i�T• ;c Q ' _�� 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. �i��• ' 0 R 1 `GN 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) �i;StS�• •• ••�` %,% 1=147,11=128,9=122. ��, A, , 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only wilh MITek®connectors.This design Is based orgy upon parameters shown,and Is for n 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 ayys rreguired for an. bility ntddIs to to prevent collapse wvent itith ofIndividual personal Injury andrchord property damage.members r general gluidancce regarding permanent and ih brining MiTek• fabacatlon,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 T13355091 15212TO T11 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:12 2018 Page 1 I D:urcmROE H6c2j4VJ kU UiYnoy8i UN-yMclbCe88tT3_agxgJXP2EGzBgfOrFGQyYrinWzgg25 6-5-9 12-10-4 19-3-0 22-5-8 27-11-10 33-7-2 39-2-10 44-11-0 6-5-9 6-4-11 6-4.11 3-2-8 5-6-2 5-7-8 5-7-8 5-8-6 Scale=1:81.1 6x6= 6.00 F12 5 2x4 11 4 25 2x4 11 24 6 6x8 i 3 6x8 7 4x5 i 2x4 2 8 23 26 1 3 12 TI0 27 28 919, yZ I^IN 7x10= 4x6= 9 p9 30 10 0111 16 15 14 11 4x6 11 6x6= 4x10= 2x4 11 4x5= 6xB= 3x8 11 6-5-9 12-10-4 19-3-0 27-11-10 28- 12 36-4-14 44-11-0 6-5-9 6-4-11 6-4-11 8-8-10 0- -3 8-2 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-111,[9:0-3-8,Edge],[9:0-0-3,0-5-01,f9:0-0-1,0-0-3],[12:0-4-0,0-2-01,[13:0-3-8 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 0.44 Vert(LL) -0.32 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.55 12-13 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 11 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:273 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-14,6-11:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-13 WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=1100/0-5-8,11=1862/0-2-15,9=631/0-5-8 Max Harz 1=220(LC11) Max Uplift 1=-154(LC 12),11=120(LC 12),9=-123(LC 12) Max Grav 1=1100(LC 1),11=1862(LC 1),9=641(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 866/404,2-3=-1383/367,3-4=-1029/349,4-5=-989/430,5-6=-143/349, 6-7=-89/256,7-8=-775/312,8-9=-966/329 BOT CHORD 1-16=-278/1651,15-16=-278/1651,4-13--,-295/175,12-13=0/519,11-12=-1391/126, 6-12=-368/200,10-11=-92/375,9-10=-220/808 WEBS 5-13=-238/1211,5-12=-1133/0,7-11=-637/164,7-10=-42/532,8-10=-317/164, ``111111111/j1, 2-15=-497/159,13-15=-144/1327,3-13=-416/141 QUIN VES ie NOTES- � , .•��l✓•ENs �,J# 1) Unbalanced roof live loads have been considered for this design. o •• V F•'•, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;.TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45fh eave=5fl;Cat. N 0 68182 Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 to 26-11-6 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. — 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. i S O F s 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. ((� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=154,11=120,9=123. >��s'•, R ,. `G.,eo 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. s.--t5'�Q N AL�``e�` 111111111111` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mr1-7473 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 butldng 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/1PI1 Quality Criteria,DSR-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 ' City Ply 713355092 15212TO T12 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:14 2018 Pagel I D:urcmROEH6c2j4VJkU UiYnoy8i UN-ulk3otgOgUknDu_Jokat7fLEITPFJ Bei PsKprPzgg23 6-10-2 13-7-7 20-4-12 22-5-8 28-0-0 33-7-6 39-2-13 44-11-0 6-10-2 6-9-5 6-9-5 2-0-12 5-6-8 5-7-6 5-7-6 5-8-3 Scale=1:76.2 3x6= 6.00 12 4x5 5 4 25 Y26 4x5 6x6� 6 3 6x8 7 4x5 i 2 4x5 8 24 27 1 14 13 0 v 4x5 II 29 5x12— 9 a O 101 p 17 16 28 15 12 11 10 3x6 I I 6x6= 4x10= 4x5= 2x4 11 7x10= 2x4 II 3x6 I I 6-10-2 13-7-7 20-1-9 20- 12 28-0-0 33-7-6 36-5-7 39-2-13 44-11-0 6-10-2 6-9-5 6-6-2 0-`�-3 7-7-4 5-7-6 2-9 11 2-9-11 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[5:0-3-0,Edge],[9:0-3-8,Edge],[9:0-0-3,0-5-0],19:0-0-1,0-0-3],[11:0-4-8,Edge],[13:0-6-0,0-3-4],[14:0-3-0 0-2-01,[15:Edge,0-2-01 LOADING (psf) SPACING- 2-0-0 CSF. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.65 Vert(LL) -0.13 13-14 >999 240 MT20. 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:270 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. Except: 4-15,6-12:2x4 SP No.3 T-Brace: 2x4 SP No.3-4-14 WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-14 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 1 Od WEDGE (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=806/0-5-8,15=1805/0-2-15,9=983/0-5-8 Max Horz 1=220(LC 11) Max Uplift 1=110(LC 12),15=-160(LC 12),9=-126(LC 12) Max Grav 1=806(LC 1),15=1646(LC 17),9=988(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1261/298,2-3=-696/258,3-4=-686/375,6-7=-1051/279,7-8=-1264/294, 8-9=-1659/331 BOT CHORD 1-17=-180/1098,16-17=-180/1098,14-15=-1741/289,4-14=-1018/211,13-14=-24/851, 6-13=-41/764,10-11=-222/1420,9-10=-222/1420 s11111111/�, WEBS 6-149011613/20064-169/ 7-13=-267/135, 256%000 211,8-11 426/146,11-13=-107/1132, ,`,oOPQu�.. s� , •'GEN o NOTES- z, '�•�\ 5'�.•••. �i 1)Unbalanced roof live loads have been considered for this design. : No 68182 • 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. = * •: 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 to 26-11-6 zone;C-C for members and forces&MWFRS 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. 13 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 S OF will fit between the bottom chord and any other members,with BCDL=10.Opsf. �Q 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. ♦ `� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) # J#��• . O R, �� 1=110,15=160,9=126. es s5' ••••••' \ % 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 A WARNING-Verity 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 MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�/t 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 in=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 ' Qty Ply T13355093 15212TO T13 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:15 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-MxIRDDgORoser2ZW MS56ftuRTtmT2b7seW3MNrzgg22 24-5-9 7-2-12 i 14-0-10 21-6-9 22-5.5 29-11-1 1 37-0.10 1 44-11.0 7-2-12 7-1-14 7-1-14 0-0-5 5-5-8 7-5-9 7$-6 2-0-1 Scale=1:89.3 3x6= 3X4//6.00 12 2x4 I 3x4// 4 5 4x5 3x4//3x4// 6 3x4 4- 6x8 25 26 6x8 3 7 6x8 i 6x8 2 8 24 27 1 14 13 0 � axs= 9 Io IN 17 16 28 15 12 11 10 3x8 11 6x6= 45= 45= 2x4 II 7x10= 2x4 11 3xB I 5x12= 7-2-12 14-4-10 21-3.6 21 924-5-9 29-114 - 37-040 44-11-0 7-2-12 7-1-14 6-10-12 0_T - 25-5-6 7-5-9 7-6.6 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-011[1:0-0-1,0-0-31,[5:0-3-0,Edge],[9:03-8,Edge],[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[11:0-4-8,Edge],[13:0-6-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 9 ria n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MS Weight:290 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc pudins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-15,6-12:2x4 SP No.3 4-3-2 oc bracing:14-15. WEBS 2x4 SP No.3 1 Row at midpt 4-14 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-11 WEDGE Web Brace:Length(member) 7-10-10(3-15); Left:2x4 SP No.3,Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-6-14 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=810/0-5-8,15=1885/0-2-15,9=899/0-5-8 Max Horz 1=-220(LC 10) Max Uplift 1=-135(LC 12),15=-121(LC 12),9=-141(LC 12) Max Grav 1=819(LC 21),15=1885(LC 1),9=914(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1271/340,2-3=-690/299,3-4=-127/267,5-6=-83/255,6-7=-383/279,7-8=818/303, 8-9=-1458/348 BOTCHORD 1-17=-213/1118,16-17=-214/1115,15-16=-60/571,14-15=-1221/87,4-14=403/10' 15, 2-17=0/280, 6 =-218/1226WEBS 2-163-62676,3-161-13%46,3-15=-896/208, 4=-852/130, ��`,QAau I N 11-13=-761665,7-13=-585/177,7-11=0/337,8-1 1669/187,8-10=0/304 %� E N NOTES- ♦ oo 1)Unbalanced roof live loads have been considered for this design. e N o. 68182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft 6=45ft;L=45ft;eave=5ft;Cat. *:• ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Extedor(2)22-5-8 to 26-11-6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _-10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i S OF (C/Z. 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 Q 4(/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. eee�• '•, R •'`�?\��% 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1b) �i s5'� ••••••�\ �� 1=135,15=121,9=141. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11,1114473 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallatlle from Truss plate Institute,218 N.Lee Street Suite 312,Alexandria"VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713355094 15212TO T14 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:16 2018 Page i I D:urcmROEH6c2j4VJkUUiYnoy8i U N-g7rpRZheC5_VTC8iv9cLC4QZNH7Xn5W?tApwwlzgg2I 7-3-11 14-7-13 22-1-2 22 4-8 29-9-8 37-4-6 44.11-0 7-3-11 7-4-1 7-5 6 0-4-6 7-4-0 7-6-14 7-6-10 Scale=1:75.5 3x6= 6.00 F12 2x4 II 4 5 7x10 i 21 22 6x8 6 3 6x6 i 6x8 2 7 20 23 1 8]rte o a 13 24 12 25 11 26 10 9 3x8 II 4x5= 6x6= 4x10= 6x6= 2x4 11 3X8 11 7-3-11 14-7-13 22-1-2 29-9-8 , 37-4-6 44-11-0 7-3-11 7-4-1 7-5-6 7-8-6 7.6-14 7-6-10 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,11:0-0-3,0-5-01,[1:0-3-8,Edge1,[3:0-4-8,Edge],[5:0-3-0,Edge],[8:0-0-1,0-0-31,[8:0-0-3,0-5-01,[8:0-3-8,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 0.74 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:252 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:10-11. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 4-11,6-11,7-10 WEDGE T-Brace: 2x4 SP No.3-3-11 Left:2x4 SP No.3,Right:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,61n o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=645/0-5-8,11=2266/0-3-8,8=682/0-5-8 Max Horz 1=220(LC11) Max Uplift 1=-55(LC 12),11=-282(LC 12),8.60(LC 12) Max Grav 1=663(LC 21),11=2353(LC 17),8=781(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-951/191,2-3=-957/318,3-4=0/653,4-5=0/270,5-6=0/606,6-7=-542/132, 7-8=-1179/154 BOT CHORD 1-13=-81/900,12-13=-44/312,11-12=-40/320,10-11=-98/384,9-10=-65/975, 8-9=-64/978 4-11 72/172, WEBS 3-11=-18023/21863-12=0/382,3-13=-229/843,2 2 13 433/219 7-9=0/307, ,,,`av1N V�1''' NOTES- vee , •• \C,•E•RJ 1)Unbalanced roof live loads have been considered for this design. ® •• V F•••, �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45th L=45ft;eave=5ft;Cat. : No 68182 II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 22-5-8,Exterior(2)22-5-8 *:• •:* = to 26-11-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'fl will fit between the bottom chord and any other members,with BCDL=10.Opsf. i S O F 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8 except Qt=1b) 0 Q•• 11=282. �'�� Q;•' �`�� 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. is••.,O R 1 � • Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 69D4 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity 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 wlih MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and 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 city Ply T13355095 15212TO T15 Piggyback Base 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:17 2018 Pagel I D:urcmROEH6c2j4VJkUUiYnoy8i U N-I KPBevi HzP6M4LjuTt7al lzmChS2W YP96gYTSkzgg20 5-4-4 10-8-9 16-3-15 20-5-8 22-1-2 24 5-8, 29-9-8 , 37-4-6 44-11-0 5-4-4 5-4-4 5-7-7 4-1-9 7-1 2-4-6 5-4-0 7-6-14 7-6-10 Scale=1:86.5 3x6 2x4 I 3x6= 6.00 Fl2 5 6 7 4x5 i 4x5 4 B 6x8 23 24 3 >6x8 o 4x5 i 9 — 222 �25 4x5 i 1 15 iQo 0 Io 14 13 12 11 3x6 II 11 18 17 16 4x5= 26 7x10= 27 6x6= 2x4 II 2x4 11 410= 2x4 II 7x10= 5-4-4 10-8-9 16-3-15 20-5-8 2-1- 24-5-8 29-9-8 37-4-6 44-11-0 5-4.4 5-4-4 5-7-7 4-1-9 7-1 2-4-6 5-4-0 7-6-14 7-6-10 Plate Offsets(X,Y)-- [5:0-3-0,0-2-0],[7:0-3-0,0-2-0],110:0-3-8,Edge] 110:0-0-3,0-5-01,[10:0-0-1,0-0-31,[15:0-5-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 12-13 >999 180 BOLL 0.0 Rep Stress]nor YES WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:281 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 3-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13,8-13,9-12,4-13 WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 18=855/0-5-8,13=1837/0-3-8,10=890/0-5-8 Max Horz 18=-234(LC 10) Max Uplift 18=87(LC 12),13=-218(LC 12),10=-92(LC 12) Max Grav 18=855(LC 1),13=1852(LC 17),10=917(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1049/218,2-3=-1013/255,3-4=-546/225,8-9=-835/236,9-10=-1457/259, 1-18=-809/201 BOT CHORD 17-18=-181/256,3-15=-14/356,14-15=-68/907,13-14=0/477,12-13=-25/650, 11-12=-159/1221,10-11=-158/1224 WEBS 2-17=-277/117,15-17=-1191934,6-13=-437/81I 8-13=-950/249,8-12=-12/558, 9-12=649/197,9-11=0/299,1-17=116/844,3-14—604/159,4-14=53/600, ill 1 1 11111�� 4-13=-834/240 ,,��OPQ..........I N V4 NOTES- �� , GE A1 • o0 1)Unbalanced roof live loads have been considered for this design. ,e •�\ S'�•.• 00 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45fh eave=5ft;Cat. No 68182 • 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 20-5-8,Exterior(2) > • 20-5-8 to 24-5-8,Interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW.FRS for reactions *:• •: shown;Lumber DOL=1.60 plate grip DOL=1.60 e 3) Provide adequate drainage to prevent water ponding. -1J: 1,Z 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : ST71OF IJJ e 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 Q 4(/. will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. oo T•'.'C Q`-.' s� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)18,10 except OR R (jt=ib)13=218. Is'ls`S;0 N A,1�`J�,`, Joaquln Velez PE No.68182 MITek USA,Inc.FL Cert 6634 69D4 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity 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 vedfy 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.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 regardng 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 ' City Ply T13355096 15212T0 T16 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:19 2018 Page 1 -- 2-7-I2 D:urcmROEH6-c2j4VJkUUiYnoyBiUN-FiXy3bjXUOM4KftHbH92gj2-5z U7W_T7SZB1 aWczgg2_ 14 1-10 458 -168 44-112077336 0-8 41 5 7-8- Scale=1:83.3 3x6= 2x4 11 3x6= 6.00 F12 4 S 6 4x5 i 4x5 3x4// 7 3x4// 3x4// 3 22 3x4//3x4 6x8 i 21 6x8 o 2 8 0 20 23 4xS 1 9 a Io O 4x6= 11 10 3x8 11 0 16 15 14 24 13 25 6x6= 2x4 II 3x4 11 6x6= 4x5= 4x5= 21-11-6 7-3-s 14-7-0 245-8 21-10-6 N 11 29-6.6 37-2-14 44-11-0 7-3-6 7-&10 5-148 -4-74 2-6-2 St-07-8-2 0-1.0 Plate Offsets(X,Y)-- [4:0-3-0,0-2-01,[6:0-3-0,0-2-0],[9:0-3-8,Edgel,[9:0-0-3,0-5-0],[9:0-0-1,0-0-31,[12:0-3-12 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 0.66 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 11-12 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP-No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc pudins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-12 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,8-11 WEDGE Web Brace:Length(member) 6-5-5(2-14); Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-3-13 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 31n minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 16=860/0-5-8,12=1797/0-3-8,9=925/0-5-8 Max Horz 16=234(LC 10) Max Uplift 16.120(LC 12),12=-150(LC 12),9=-126(LC 12) Max Grav 16=860(LC 1),12=1845(LC 17),9=945(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. - TOP CHORD 1-2=-1094/282,2-3=-674/295,3-4=-149/276,4-5=-85/277,5-6=-84/274,6-7=-176/268, 7-8=-885/310,8-9=-1509/336,1-16=-795/246 BOT CHORD 15-16=-159/295,14-15=-159/963,13-14=-53/575,12-13=-143!756,5-12=-437/49, 86, �2261126 WEBS 2,14= -472/6146,3-141-11 /518,3613=1858/233,1 7-6 58 233176 2=-965/233,7-11=-6/580, `��,OPQU`N.VF��I�♦ 8-11=-659/203,8-10=0/298,1-15=-129/789 `,�� ,••��Ci E N S�••� NOTES- 1)Unbalanced roof live loads have been considered for this design. : No 681 82 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. *:• Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 20-5-8,Extedor(2) o 20-5-8 to 24-5-8,Interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions 'fl shown;Lumber DOL=1.60 plate grip DOL=1.60 i ANN- S OF 3)Provide adequate drainage to prevent water ponding. •• ((� 4)This truss has been designed fora 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 ♦♦♦�• •�,O R %'D betweenwill fit bottom other 6) Providemechani al connection(by othe s)of truss rto bearing plate f capable ofwithstanding 100 Ib uplift at joint(s)except Qt=1b) '"nim N A'`G` 16=120,12=150,9=126. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 A WARNING-Verity desrgn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO-7473 rev.10/03!1015 BEFORE USE. t 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 braclW 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,seeANS,/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TTU55 Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Piy T13355097 15212TO T17 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 152017 MiTek Industries,Inc. Wed Feb 28 08:13:20 2018 Pagel I D:urcmROEH6c2j4VJkUUiYnoy8i UN-jv5KGxk9FKUxxpRT8?hHMwbGCuQhjxl boon723zggl z 7-1-B 11-1-8 15-1-8 20-5-8 1-10• 24-5-8 29-6-8 7- -14 44-11.0 7-1-8 4-0-0 4.0-0 5-0-0 -4-1 2-7-2 5-1.0 7-8-2 Scale=1:81.8 4x6 4x5= 3x6 zz 5 6 7 6.00[12- 2x4 11 4x5 4 B 24 25 4x5 3 6x6 i 6x8 o 9 6 2 23 26 4x5 G 1 17 16 0 io 5x12= 7x10— 1 to ioi� 13 12 11 3x8 II o 19 18 15 14 5x6= 27 6x6= 2x4 11 4x5= 2x4 I I 2x4 11 4x5= 21-11-6 i 7-1-6 15-1-6 20-5-8 21-10-G 24-5-6 29-6-8 37-2-14 4A-11-0 7-1-9 &0-0 r 5-4-0 -4-14 2-62 5-1-0 7-8-6 7-8-2 0-1-0 Plate Offsets(X,Y)-- [5:0-2-3,Edge),[10:0-3-8,Edge],[10:0-0-3,0-5-0],[10:0-0-1,0-0-3],[13:0-3-8,0-2-8],[16:0-3-8,Ed e],[17:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 16-17 >999 240 MT20 244/190 . TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.43 16-17 >604 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 2-18,4-15:2x4 SP No.3,6-14:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-13 WEDGE WEBS 1 Row at midpt 8-13,9-12 Right:2x4 SP No.3 REACTIONS. (Ib/size) 13=1935/0-3-8,10=859/0-5-8,19=789/0-5-8 Max Harz 19=-234(LC 10) Max Uplift 13=-174(LC 12),10=-114(LC 12),19=-107(LC 12) Max Grav 13=1935(LC 1),10=905(LC 22),19=789(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1904/436,2-3=-1865/490,3-4=-565/261,4-5=-547/349,5-6=-438/356, 8-9=-793/272,9-10=-1427/299,1-19=-760/239 BOT CHORD 2-17=-343/175,16-17=-1281900,4-16=-2601205,6-13=-1100/200,12-13=-54/613, 11-12=-193/1193,10-11-192/1196 WEBS 6-16=-247/978,8-12=-3/571,9-11=0/304,3-16=-628/171,3-17=-207/1116, 17-19=-168/307,1-17=-28311505,8-13=-985/239,9-12=-659/201 `1t,11lllf/111',, NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. ♦�♦ , C,•E N S;'• �i� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lot mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. ♦ •• V F•••, ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,interior(1)4-7-10 to 20-5-8,Exterior(2) NO 68182 20-5-8 to 24-5-8,interior(1)30-9-12 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 *:• •: 3) Provide adequate drainage to prevent water ponding. — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -07,13 ST OF 11/Z will fit between the bottom chord and any other members,with BCDL=10.Opsf. -00 % 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) ��T .'C Q;--.' _♦♦ 13=174,10=114,19=107. �j��S• O R G\ ♦♦ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addfional 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 Best Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713355098 15212TO T18 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:22 2018 Page 1 I D:urcmROEH6c2j4VJkUU iYnoy8i U N-fH D4hcmPnxkeB7bsGQjlSLgd8i3wBrZuF6GE6xzgg 1 x 7-1-8 11-1-8 15-1-8 100 21-10-6 29-6-8 37-2-14 44-11.0 7-1-8 4-0-0 4-0-0 0-10-8 5-10-6 7-8-2 7-8-6 7-8-2 TOP CHORD MUST BE BRACED BY Scale=1:88.1 5x6= ROOF DIAPHRAGM,OR PROPERLY CONNECTED 5x6= 5x6—_ PURLINS AS SPECIFIED. 5x6 'X6 1213 X1719 1 5x6 4x10 8 23 8x12 6.00 12 14 8 4 5 � 26 4x5 6 24 6x6 3 6x8 O 27 2 41 42 4x5 i 1 5 34iIo 5x12= 7x10= 2�ro of� 30 29 3x8 II I� 37 36 33 32 43 6x6= 4x5= 5x6= 4x5= 7-1-8 15-1-8 21-10-6 21- 1-6 28-11-0 28- -8 37-2-14 44-11-o 7-1-8 8-0-0 6-8-14 0- -0 6-11-10 0-7-8 7-8-6 7-8-2 Plate Offsets(X,Y)-- [6:0-0-12,0-0-0],[12:0-1-12,0-0-14],[13:0-3-0,0-2-0],[13:0-0-0,0-1-12],[17:0-3-0,0-2-01,[17:0-0-0,0-1-12],[19:0-1-12,0-0-14],[24:0-0-4,Edge],[25:0-3-8 ,Edge],[25:0-0-13,0-1-91,[28:0-3-8,Edge1,[28:0-0-3,0-5-01,[28:0-0-1,0-0-31,[31:0-3-12,0-2-8],[34:0-3-8,Edge],[35:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.60 Vert(LL) -0.18 34-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.39 34-35 >670 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) -0.02 31 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:323 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, 5-25:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-36,4-33:2x4 SP No.3 1 Row at midpt 14-31 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 26-31,27-30 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):14,18 WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 31=2159/0-3-8,28=751/0-5-8,37=672/0-5-8 Max Horz 37=-234(LC 10) Max Uplift 31=-232(LC 12),28=-115(LC 12),37=106(LC 12) Max Grav 31=2159(LC 1),28=820(LC 22),37=695(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 597/389,2-3=-1 552/441,3-4=-318/217,6-7=-533/276,7-9=-533/276, 9-11=-533/276,11-14=-533/276,24-25=0/391,25-26=0/338,26-27=-605/238, 27-28=-1267/293,1-37=-666/225,6-8=-39/451I 8-10=-3/434,10-12=0/439,12-13=0/306, 17-19=0/337,19-21=0/421,21-23=0/408,23-24=-22/409,13-15=0/362,15-17=0/362 ;ec � Q,•P�` ..........BOTCHORD 2-35=-339/174,34-35=-92/652,14-31=-1259/296,30-31=5/438,29-30=168/1044, % 4e CEN 14-34=-88/ 353 -34=-352105,27-29=0/307,11-12=-270/50,3-34=-614/175,WEBS ice' 3-35=-201/1040,35-37=-168/307,1-35=-241/1232,26-31=-981/147,26-30=-7/581, No 68182 27-30=-695/203 0 NOTES- 1)Unbalanced roof live loads have been considered for this design. �'fl 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=45ft eave=5ft Cat. S OF 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-3-5,Extedor(2) ;Q••• �(/ 16-0-0 to 22-5-8,Interior(1)21-3-5 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions ��T •'C �? •• =ee shown;Lumber DOL=1.60 plate grip DOL=1.60 sib`` 0 R �••�\\Q> `ee 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 ss�il`SAO AL is;%%% Gable End Details as applicable,or consult qualified building designer as per ANSI TPI 1. �I�O It 11111 0 4) Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182 6)Gable studs spaced at 1-4-0 oc. MITek USA,Inc.FL Cert 6634 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: will fit between the bottom chord and any other members,with BCDL=10.Opsf. February 28,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indk;aied Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSi/TPl l Quality Criteria,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 T13355098 15212TO T18 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:22 2018 Page 2 I D:urcmROE H6c2j4VJkU U iYnoy8i UN-f H D4hcmPnxkeB7bsGQjlSLgd8i3wBrZuF6GE6xzgg 1 x NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)31=232,28=115,37=106. 10)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 io prevent buckling of indivklual 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,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T13355099 15212TO T19 Hip 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:23 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoyBiUN 7UmTvym 1 YFsVoGA2g7E_ZDoO6ShwFw1 Um?neOzgg 1 w 7-1-8 11-1-8 14-0-0 15-1- 21-10-6 26-2-15 30-11-0 37-10-13 44-11-0 7-1-8 4-0.0 2-10.8 -1- 6-8-14 4-4-9 4-8-1 6-11-13 7-0-3 Scale=1:80.7 3x6= 2x4 11 4x5= 6x6= 4 5 25 626 27 7 28 86x6 !( 6.00 F12 4x5 3 2x4 11 45 299 23 30 r ao 4x5 1 17 16 ro 10 a oIo 5x12= 7x10- h 1 oto 8x6=31 32 12 11 19 18 15 14 7x10= 2x4 I I 3x8 11 4x5= 2x4 II 2x4 11 4x5= 7-1-8 14-0-0 15-1-$ 21-10-6 21-11-6 30-11-0 37-10-13 44-11-0 7-1-8 6-10-8 'I-1-� 6-8-14 '_j. 8-11-10 6-11-13 7-0-3 Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],110:0-3-8,Edge] [10:0-D-3,0-5-01,110:0-0-1,0-0-31,[12:0-4-4 Edge} [13:0-3-0,0-3-41,[16:0-3-8 Edge],[17:0-5-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.27 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.41 12-13 >672 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 10 Na n/a BCDL 10.0 Code FBC2017/TTPI2014 Matrix-MS Weight:293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 cc puffins, BOT CHORD 2x4 SP No.2`Except` except end verticals, 2-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3 6-0-0 cc bracing:14-15. OTHERS 2x4 SP No.3 1 Row at midpt 6-13 WEDGE WEBS Web Brace:Length(member) 6-3-5(7-13); Right:2x4 SP No.3 REACTIONS. (Ib/size) 13=2092/0-3-8,10=783/0-5-8,19=707/0-5-8 Max Horz 19=-171(LC 10) Max Uplift 13=-193(LC 12),10=-105(LC 12),19=97(LC 12) Max Grav 13=2092(LC 1),10=816(LC 22),19=717(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1671/419,2-3=-1644/492,3-4=-384/222,4-5=-314/227,5-6=-318/235,6-7=0/470, 7-8=-516/2711 8-9=-683/242,9-10=1280/308,1-19=-687/215 BOT CHORD 2-17=-364/187,16-17=-135/692,6-13=-976/237,11-12=-212/1076,10-11=212/1076 WEBS 14-16=-423/125,6-16=-139/909,9-12-641/218,9-11=0/259,3-16.557/211, 3-17=-233/1064,1-17=-275/1300,7-12=-90/689,7-13=-968/189 `` IN `,1111111111/11', NOTES- J��ON9.. • VF��Iii 1)Unbalanced roof live loads have been considered for this design. G E N 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=45ft;eave=5ft;Cat. :� ;• V� SF•••• �i� II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 14-0-0,Exterior(2) _ No 68182 14-0-0 to 37-3-4,Interior(1)37-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. - 4)This truss has been designed for a 10.0 pst 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 )' , O F 441will fit between the bottom chord and any other members,with BCDL=IO.Opsf. �� ((7,: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)19 except Qt=1b) 40 '•• Q;•' �`� 13=193,10=105. �O�s 0 R � Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricalloR 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 T13355100 15212TO T20 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:24 2018 Page 1 I D:urcmRO EH6c2j4VJkUU iYnoy8i U N-bgKr61 ngJZ_MQQI ENrIDXmmOSVsbfkZBjQI LBgzgg 1 v 6-1-1212-0-0 16-11-3 21-10-6 27-4-11 32-11-0 38-10-13 44-11-0 6-1-12 5-10-4 4-11-3 4-11-3 5-6-5 5-6-5 5-11-13 6-0-3 Scale=1:80.7 6x6 J1 4x5= 5x12= 6c6= 6x6 It 6.00 F12 3 25 4 26 27 5 28 29 6 730 4x5V1i 45 24 831 23 32 a 4x5 1 N 9 v I T j� 3 o Ioo 4x5= 12 11 10 18 17 16 33 15 143x4= 4x5= 7x10= 2x4 11 3x8 11 2x4 11 6x8= 410= 4x5= 2x4 II 6-1-12 12-0-0 16-11-3 21-10-6 21- 1.6 27-4-11 32-11-0 38-10.13 44-11-0 6-1-12 5.10-4 4-11-3 4-11-3 0- -0 5-5-5 5-6-5 5-11-13 6-0 3 Plate Offsets(X,Y)-- [5:0-6-0,0-2-0],[9:0-3-8,Edge] [9:0-0-3,0-5-01,[9:0-0-1,0-0-31,[11:0-4-8 Edge] [17:0-3-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.02 13 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15,12-13. WEDGE 1 Row atmidpt 5-13 Right:2x4 SP No.3 REACTIONS. (Ib/size) 18=806/0-5-8,13=1900/0-3-8,9=875/0-5-8 Max Horz 18=-152(LC 10) Max Uplift 18=-106(LC 12),13=-176(LC 12),9=-113(LC 12) Max Grav 18=817(LC 21),13=1900(LC 1),9=880(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-10281268,2-3=-725/272,3-4=-568/287,4-5=-356/246,5-6=-527/271, 6-7=-782/320,7-8=-9611305,8-9=-14421354,1-18=-761/220 BOT CHORD 16-17=-1 98/879,.15-16=-36/360,5-13=-1802/370,11-12=-63/542,10-11=-260/1227, 9-10=-260/1227 WEBS 2-16=-368/149,5-12=165/1001,6-12=-644/187,6-11=71/382,8-11=-511/184, 1-17=-158/788,4-16=-76/405,4-15=-621/170,5-15=-147/886 0it%II I I I II fill,, NOTES- ,,e�0PQUIN• VF4� 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=45ft;eave=5ft Cat. ®� V� SFS••• moi' II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 12-0-0,Exterior(2) e No 68182 12-0-0 to 39-3-4,Interior(1)39-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. = 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fl 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 i 1 STO F will fit between the bottom chord and any other members,with BCDL=10.Opsf. Q • 1(/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except Qt=lb) i��T••A,4 V Q` =ego 18=106,13=176,9=113. I��s'•.0 ON A' Joaquin Velez PE PNo.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ®WARNING-Verify design p...ten;aad 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 bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n A bonding 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 Informanon available from Truss Plate Institute,218 N.Lee Street,Suite.312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oty Ply 713355101 15212TO T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 2B 08:13:26 2018 Pagel I D:urcmROEH6c2j4VJkUUiYnoy8i U N-X3SbX_pwrAE4fkvdVGnhcBrLtJT16iKUAkESFjzgg t t 5-212-3- 15-11-10 21-10-6 28-4.11 34-11-0 38-11-0 44-11.0 5-2-3 5-11-5 1- 3-8-10 5-10-13 6-6-5 6-6-5 4-0-0 6-0-0 Scale=1:82.1 6x8 i 3x6= 5x6 7x10= 6.00 Fl2 4 5 6x611 3 26 6 27 7 28 8 29 30 9 2x4 i 25 10 ' 2 31 32 v 24 r m 1fl 3x4 11 a I� a 6 TIO o 13 12 9 19 18 17 33 16 15 7x10= 3x8 II 2x4 II 7x10= 2x4 II 5-2-3 12-3-0 15-11-10 21-10-6 21.11.6 28-4-11 34-11-0 44-11-0 5-2-3 7-0-13 3-8-10 5-10-13 0- -0 6-5-5 6-6-5 10-0-0 Plate Offsets(X,Y)-- [4:0-3-0,Edge),[5:0-0-4,Edge],[11:0-0-1,0-0-3],[11:0-0-3,0-5-01,[11:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 12-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.39 12-23 >714 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) -0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:264 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 7-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:15-16,13-14. WEDGE 1 Row at midpt 7-14 Right:2x4 SP No.3 REACTIONS. (Ib/size) 19=813/0-5-8,14=1888/0-3-8,11=881/0-5-8 Max Horz 19=108(LC 11) Max Uplift 19=-100(LC 12),14=-189(LC 12),l l=-107(LC 12) Max Grav 19=813(LC 1),14=1888(LC 1),11=885(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-994/224,2-3=-821/252,3-5=-667/312,5-6=-677/272,6-7=-487/235,7-8=-753/276, 8-9=-949/293,9-10=-1118/293,10-11=-1395/34111-19=-763/201 BOT CHORD 17-18=-151/863,16-17=-55/507,7-14=-1772/373,12-13=-96/753,11-12=-241/1189 WEBS 7-13=-194/1138,8-13=-596/186,8-12=-31/262,9-12=-7/289,10-12=-312/161, 1-18=-145/793,7-16=-150/936,6-16=-556/171,6-17=-56/300 TES- ``,��{11111!/0/�I 1) Unbalanced roof live loads have been considered for this design. ,,,�OPI�U.N. V' . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45tL=4511;eave=5ft;Cat. ♦�♦ , ,••�G E N S �•.•� �� II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 11-1-8,Exterior(2) ®♦ •• V o. 11-1-8 to 39-4-14,Interior(1)39-4-14 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber : No 68182 DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '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 O; S OF � •:� will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) i�,'��.;�� O R, Q;--.•��`♦® 19=100,14=189,11=107. /, �1••••......•• `♦ 8)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ��S�0 N A��``��` Joaquin Velez PE No.68182 MiTek USA,Inc.I'L Cert 6634 6904 Parke East Blvd:Tampa R.33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Wit Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an Individual bullding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street.SUlte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13355102 15212TO T22 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:27 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8iUN-OFOzkKgYcUMxHuUp3zJw9POROjmgr7WdPOz?n9zggl s 4-9-12 9-4-0 12-11-0 4-3- 21-10-6 29-4-11 36-11-0 44-11-0 4-9-12 4-6-4 3-7-0 7-6-5 7-6-5 8-0-0 Scale=1:84.0 6x6 11 3x6 z 6.00 12 3 4 6x6= 5x12= 7x6= 6k6 11 521 6 22 7 23 B 4x5 2 � 24 25 2x4 11 C? 1 4 � - 17 9 a jro 2 6 Io 4x5= 11 10 16 15 14 133x4= 6x6= 4x5= 3x8 I 4x5= 7x10= 4x5= 2x4 11 9-4-0 12-11-0 14-3-Q 21-10-6 21-11-6 29-4-11 36-11-0 44-11-0 9-4-0 3-7-0 9-a-a 7-7-6 0- -0 7-5-5 7-6-5 8-0-0 Plate Offsets(X,Y)-- [6:0-6-0,0-2-0],[9:0-3-8,Edge],[9:0-0-3,0-5-0],[9:0-0-1,0-0-31,[15:0-4-12 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 0.82 Vert(LL) -0.22 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.45 15-16 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:241 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 6-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:13-14,11-12. WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 12=1931/0-3-8,16=791/0-5-8,9=860/0-5-8 Max Horz 16=-1 25(LC 10) Max Uplift 12=207(LC 12),16=-90(LC 12),9=-99(LC 12) Max Grav 12=1931(LC 1),16=791(LC 1),9=870(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-820/243,3-4=-668/253,4-5=-703/257,5-6=-605/231,6-7=-955/266, 7-8=-1091/310,8-9=-1317/286 BOT CHORD 15-116=-1921765,14-15=-86/618,6-12=-1788/420,11-12=-263/85,10-11=-130/990, 9-10=-163/1086 WEBS 3-15=-27/256,5-14=-473/162,6-14=-185/1012,6-11=230/1364,7-11=-538/204, 8-10=0/262,2-16=-851/241 ♦♦SIIIIIl/1! NOTES- ,NN opP QL}IN �/E� 1)Unbalanced roof live loads have been considered for this design. e,� , •••*G•E•N S'• ��i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. o �. F�••, 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-8-8,Interior(1)4-8-8 to 9-4-0,Exterior(2)9-4-0 to No 68182 12-11-0,Interior(1)14-3-0 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. = 4)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. "fl 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 S O F will fit between the bottom chord and any other members. ✓0 ((� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)16,9 except �o�'�••'C� Q' ��`s" at=Ib)12=207. i��s'••.0 R G ,` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M114473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T13355103 15212TO T23 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:28 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoy8i UN-URaMyggANnUov23?cgg9hcwbl7C7aUomd2jYKbzgg 1 r 7-4-0 14-11-0 16-3-9 21-8•e 27-5-538-11-0 _ 44-11-0 7-4-0 7.7-0 1-4- 5-5-8 5-8-13 5-8-13 5-8-13 6-0-0 Scale=1:83.8 3x4 3x4// 6x6= 6.00 12 7x10= 3x4// 3x4 6x6 /I // 2 3x4// 2x4 6x6= 2x4 I 24 2526 3 4 6x6 // 27 5 28 6 297 30 8 23 31 4x8 i Cr 22 32 m 1 g N 18 d V. 10 4x5= 12 11 10 9 17 16 15 14 i3 2x4 II 6x6= 2x4 11 3x8 11 3x4 11 6x6= 4x10= 4x5= 3x4= 7-4-0 14-11-0 16-3-0 21-8-8 21 -8 27-5-5 33-2-3 38-11-0 44-11-0 7-4-0 7-7-0 1-4-d 5-5-8 0-1-0 5-7-13 5-8-13 5-8-13 6-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-2-01,[2:0-4-8,0-2-01,[9:0-0-1,0-0-31,[9:0-0-3,0-5-0],[9:0-3-8,Ed e] 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 0.85 Vert(LL) -0.06 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.1316-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.02 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-5-2(2-15); OTHERS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. All bearings 23-1-8 except Qt=length)17=0-5-8. (lb)- Max Horz 17=-106(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)17,12,11,10,9 except 13=-124(LC 12) Max Grav All reactions 250 Ib or less at joint(s)9,9 except 17=850(LC 1), 13=1099(LC 1),13=1099(LC 1),12=466(LC 22),11=456(LC 22),10=481(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1066/254,2-3=-823/266,3-4=-891/272,1-17=-784/230 BOT CHORD 15-16--148/869,14-15=-138/77B,13-14=-91/674,5-13=-372/144 WEBS . 4-14=-973/191,6-12=-339/134,7-11=-360/151,8-10=316/125,1-16=-84/735 , II I IIII��, NOTES PQV L N V�C /fie 1) Unbalanced roof live loads have been considered for this design. ��,e ,�•'�G E•N S'•��i� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=45ft;eave=5ft;Cat. s •' V F•'•, 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 7-4-0,Exterior(2)7-4-0 w No 68182 to 16-3-0,Interior(1)16-3-0 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 *: •: 3) Provide adequate drainage to prevent water ponding. = 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fl 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 p ST O F will fit between the bottom chord and any other members. Q ((� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,12,11,10,9, r��T •'C� ��`�� 9 except Qt=1b)13=124. '•.•� R G `e Joaquin Velez PE No.68182 Welk USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual 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.Adc ilional temporaryand 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 T13355104 15212TO T24 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:30 2018 Page 1 I D:urcmROEH6c2j4VJkUUiYnoyBiU N-Qgi6NMsQvPI W BLCOk5sdm 10yFwnJ2RO35MCfOUzgg1 p 6-0-0 11-1-8 16-3-0 22-3-0 . 6-0-0 5-1-8 5-1-8 6-0-0 Scale=1:41.2 NAILED NAILEDNAILED NAILED 7x10 NAILED NAILED 2x4 II NAILED 7x10 6.00 12 2 11 12 13 3 14 15 16 4 4x5 45 v 1 5 v a r 17 9 18 19 8 20 21 7 22 3x5011 JUS24 5x6— NAILED NAILED 7x10= NAILED 5x6— JUS24 3x5 II NAILED NAILED NAILED NAILED 6-0-0 11-1-8 16-3-0 22-3-0 6-0.0 5-1-8 5-1-8 6-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-2-0],[2:o-4-8,0-2-0],[4:0-4-8,0-2-0],[5:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.22 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 6 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MS Weight:128 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. 1-10,5-6:2x6 SP No.2 REACTIONS. (Ib/size) 10=1731/0-5-8,6=1731/0-5-8 Max Horz 10=-94(LC 6) Max Uplift 10=-366(LC 8),6=-366(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2259/500,2-3=-2477/570,3-4=-2477/570,4-5=-2259/500,1-10=-1572/349, 5-6=-1572/349 BOT CHORD 8-9=-394/1950,7-8=-391/1950 WEBS 2-8=-139/744,3-8=-736/340,4-8=-1391744,1-9=-355/1798,5-7=-355/1798 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=5.0psf;BCDL=5.Opsf;h=25ft B=45ft L=24fh eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);_end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. q� pUI N VE(� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. >� OP• �iel 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 S'•, s� will fit between the bottom chord and any other members. ♦ �. F ••, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 011=1b) 10=366,6=366. NO 68182 7)Use USP JUS24(With 10d nails into Girder&1 O nails Into Truss)or equivalent spaced at 14-1-8 oc max.starting at 4-0-12 from the left end to 18-2-4 to connect truss(es)to back face of bottom chord. o 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. i 1 S447 O F �Z 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �,Q�,•� Q ••_40 LOAD CASE(S) Standard �i�� •• 0 R �•'•`�\,�♦ 1)Dead+Roof Loads Live 1(balanced):Lumberincrease=1.25,Plate Increase=1.25 Uniform ( Vert:1-2=-60,2-4=60,4-5=-60,6-10=-20 Concentrated Loads(lb) Joaquin Velez PE No.68182 Vert:2=-102(B)4=-102(B)9=-50(B)8=-50(B)3=-1 02(B)7=-50(B)11=-102(B)13=-1 02(B)14=-102(B)16=102(B) MITek USA,Inc.FL Cert 6634 17=-329(B)18=-50(B)19=-50(B)20=-50(B)21=50(B)22=-329(B) 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev.fM12015 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 bdlc ing 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 buss 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 ' Qty Ply 713355105 15212TO T25 Half Hip Girder 2 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:31 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8i U N-uOFUaht3fitNmVnalpNsJFY9XKATn2rDK?xCxwzgg 1 o 4-0-0 6-0-0 4-0-0 2-0-0 Special Scale:1/2'=1' 4x5= 2 g 6.00 F12 2x4 11 1 1 5 6 2x4 11 4 2x4 11 Special 4-0-0 6-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-2-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 5-6 >479 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.21 5-6 >327 180 BCLL 0.0 Rep Stresslncr NO WB 0.03 Horz(CT) 0.24 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 lb 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 6-0-0 cc bracing. REACTIONS, (Ib/size) 3=163/Mechanical,6=289/0-5-8,4=188/Mechanical Max Horz 6=87(LC 8) Max Uplift 3=-61(LC 5),6=-34(LC 8),4=-68(LC 8) Max Grav 3=164(LC 18),6=289(LC 1),4=188(LC 1) 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=4fh Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi 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) Refer to girder(s)for truss to truss connections, e,�v IN 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,6,4. �� 0 • �� °j° 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)154 Ib down and 175 Ib up at `vim , .•'�(,E•N,9'-. s� 4-0-0 on top chord,and 89 Ib down and 53 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the : •• V F ••. responsibility of others. NO 68182 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �'fl Uniform Loads(plf) o- •. ST 0 F .' 41J Vert:1-2=-60,2-3=-60,4-6=-20 Q •, <C/ Concentrated Loads(lb) �i'� ••� Q'•• �� Vert:2=-114(F)5=62(F) ��°�S1�••. R�,�'�•�'}�%>� % 11""'11111111100 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date: February 28,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 rev.10103J2015 BEFORE USE. � Design valid for use only with MITek61 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 truss systems,seeANSIMI 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 713355106 15212TO T26 Monopitch 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:32 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoySiUN-MCpsnt thQO?ENfMnrW u5sS5MKkcuW VaMYfhmTMzggt n 6-0-0 - 6-0-0 2x4 11 Scale=1:23.4 2 6.00 12 7 1 JLJ 3x5 11 3 2x4 II 3- 6-0-0 3- 5-9-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],11:0-0-3,0-5-01,[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.15 3-6 >479 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.13 3-6 >546 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 1 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:24 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) 3=234/0-4-0,1=234/0-3-8 Max Horz 1=84(LC 12) Max Uplift 3=-110(LC 12),1=-59(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;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 5-10-4 zone;cantilever left exposed;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) will This truss has been between the bottom designed herd and liveany other o0.Opsfmembers.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��`',,U I N 1111111,/ 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) o��OPQ Fi "�'0' 3=110. �.•��G•E•N,9 '. i No 68182 �: ST OF :4/ORON A � Joaquin Velez PE No.68182 MITek,USA,Inc.FL Cert 6634 6904 Parke East Blvd:Tampa FL 33610 Date:. February 28,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall to.rildia alwaayys required for stagIndicated Is to bility and to prevvent collapse with vent buckling oIndividual truss f personal web and property damage.or chord members nF r Additional guidance cceregardir permanent and the bracing Ni iTe k' 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 Informanon available.from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type itQty Ply T13355107 15212TO T27 Half Hip Girder 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:32 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoy8iUN-MCpsnithQO?ENfMnrWu5sS5OKkbGWVgMYfhmTMzggl n 4-0-0 6-0-0 4-0-0 2-0-0 Special Scale=1:18.4 4x5= 2x4 II 2 3 6.00 12 1 8 Special 4 3x6 11 3x4= -3-q 4-0-06-0-0 0-3-b 3-9-0 2=0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0),[1:0-2-12,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.08 4-7 >857 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.12 4-7 >603 180 BCLL 0.0 ' Rep Stress incr NO WB 0.06 Horz(CT) 0.01 1 nfa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 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 N0.2 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) 4=354/0-4-0,1=28610-3-8 Max Horz 1=58(LC 25) Max Uplift 4=-162(LC 8),1=-100(LC 8) FORCES. (1b)-Max.Comp./Mau.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-251/120 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. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0 QUA N VES%� 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. ,� , ••'�Ci•E•N Si'• s� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=lb) V F•••, 4=162. No 68182 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 Ib down and 153 Ib up at 4-0-0 on top chord,and 77 Ib down and 59 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. — 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). o 3 ST OF :�44/� LOAD CASE(S) Standard . w 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) ��••• O (�1 O•••��`e� % ed Loads(j 3=-60,4-5=-20 Concentrab) Vert: Vert:2=-94(B)8=-77(B) Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity 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 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 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 T13365108 15212TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:33 2018 Page 1 ID:urcmROEH6c2j4VJkUUiYnoyBiUN-gPNF?NuJBK75?pxzPEPKOgdbs8OsFygVnJQJ?pzggl m 4-6-8 4-6-8 Scale=1:14.1 2 2x4 II 6.00 F12F4 4 1 a 6 3 2x4 i 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 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 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=151/4-6-0,3=151/4-6-0 Max Horz 1=54(LC 12) Max Uplift 1=-3(LC 12),3=-30(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=oft;Cat. II;Exp B;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 4-4-12 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. ,15111111/�� I N V 00 ® NO 68182 0 r �� : 3 t S OF It/� •....... Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 114111--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 �A 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,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply 713355109 15212TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Feb 28 08:13:34 2018 Page 1 I D:urcmROEH6c2j4VJkU UiYnoy8i UN-Ibxdgvxyd FxdzW 9zxxZxtApjXN D_P4fOzAtXFzgg 11 2-6-8 268 Scale=1:9.2 2 2x4 11 6.00 12 1 v a a 3 2x4 2x4 II 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 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a Na 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:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 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=7112-6-0,3=71/2-6-0 Max Harz 1=26(LC 12) Max Uplift 1=-1(LC 12),3=-14(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. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(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. if fill., 0PaUIN VF��', � . G•EN8• • � '. No 68182 ft S OFIR C?.% ®OVALE �`% n111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East WWI Tampa FL 33610 Date: February 28,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK 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 buildingMOW design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I V I OW 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 huss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TILM Plate Institute,218 N.Lee Street Suite 312,Alexandilm VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. C1-2 cls 2. Truss bracing must be designed by an engineer.For 0 WEBS 4 wide truss sacing,e bracing,or alterinative Tor lateral themselves may requir T � m � .� � bracing should be considered. I 0 0 U op = 3. Never exceed the design loading shown and never n a O stack materials on Inadequately braced trusses. 0 a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 BOTTOM CHORDS C5-6 ~ desig err, erectionterested supervisor,property owner and plates 0-1r,b" from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint 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 i shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports; use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. � 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015