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1708 ATLANTIC BEACH DR - PERMIT RES18-0104 •i' >� J � Receipt Number Cash Register Receipt City ofAtlanticBeach • • DESCRIPTION • QTY PAID PermitTRAK $55.00 RES18-0104 Address: 1708 ATLANTIC BEACH DR APN: 169505 1695 $55.00 BUILDING FINAL"03/25/2019 RBE $55.00 BUILDING FINAL"03/25/2019 RBE 45500003221002 0 $55.00 • 11 Date Paid: Tuesday, March 26, 2019 Paid By: TOLL BROS.,INC Cashier: CB Pay Method: CREDIT CARD 5200 Printed:Tuesday, March 26,2019 4:24 PM 1 of 1 Qj ts� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION.PHONE LINE 247-581.4- RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0104 Description: new single-family home Estimated Value: 387506 Issue Date: 4/2/2018 Expiration Date: 9/29/2018 PROPERTY ADDRESS: Address: 1708 ATLANTIC BEACH DR RE Number: 169505 1695 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. J Permit Conditions of Permit Number: RES18-0104 Description: new single-family home Applied:3/20/2018 Approved:3/26/2018 Site Address: 1708 ATLANTIC BEACH DR Issued:4/2/2018 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS, DEPARTMENT CONTACT REMARKS 1 3/22/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes All concrete driveway aprons must be 5"thick,4000 psi,.with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed,in the righf-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 approved list(Advanced Disposaf,`'Realco Recycling,Shapell's,'Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 3/22/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams N otes: Full right-of-way restoration,including`sod,is`required , ` Printed: Monday,02 April,2018 1 of 2 �P ?�y`1P1j•Jn 3 A, JSt) � s) Permit Conditi,ons City of Atlantic Beach 6 3/22/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes All runoff must remain on-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 N otes: Ensure all meter boxes,,sewercleanouts and valve covers are set to grade and visible. 10 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. Printed: Monday,02 April,2018 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be:assigned by the Building Department.) 800 Seminole Road f' I QD Atlantic Beach, Florida 32233-5445 CJ L r Phone(904)247-5826 • Fax(904)247-5845 ,fill E-mail: building-dept@coab.us Date routed: I L City web-site: http://wm.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6 -�lCl��1C- UQ�tC�01��, De artment review required Yes No _ Bu'din Applicant: �7l L �`� I �-n(_ . �_aanni &Zoni1, l^ \ ministrator� Project: - Glm �4jM Q. Public Utilities Public Safety Fire Services Review The _ 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: ZApproved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING I'LANN'iT�G &ZOt�'ING�_ i�: G% 2 Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 -----~--~--- -~---- - Building Permit Application U pd ated 12/8/17 City ofAtlantic Beach MAR 1 9 201B 8noSeminole Road,Atlantic Beach,FL3zzss Phone:(904)z47-5D26Fax:(9U4)247-5845 17O8Ad|ontioBemchOhve | ]obAddnss: Permit Number Legal Description Lot 8OAtlantic Beach Country Club Unit 2. Parcel#67-52 16-25-29E KE# 168505'1605 Valuation ofWork(Replacement Cost) 348813 Heated/Con|ed3F 3040 Non'Heated/cno|e 001 ° Class ofWork(Circle une): New Addition Alteration Repair Move Demo Pool Window/Door ^ Use ofexisting/proposed structure(d(Circle one): Commercial Residential ° |fanexisting structure,isafire 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 for multiple products use product approval form PropertV Owner Information Name: Toll FLV| Limited Partnership Address: 100Cape May Avenue City Ponte Vedra State FIL Zip 32081 Phone 904-217-0739 E-Mail aregn ier(cb_tol[brothers.corn 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 ~.^~. ....~ - -'-- ,""=."/`"^m904-595-5243 c,mumo�r State Certification/Registration# «o« 510225 E-Mail aregnier@tollbrothers.com Architect Name QPhone# Toll Architecture:onc48-5uoo Engineer's Name &Phone Lou Pontigo&Associates(904)242-0908 Workers Compensation pvmcywwWoo02ono /sxvrie°owumm 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 inthis jurisdiction. I understand that a separate.permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,- POOLS, FURNACES,.BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.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. 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 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN ONSULT WITH YOUR LENDER I ORAN ATTORNEY BEFORE RECORDING YOUR ICE OF COMMENCEMENT. nat of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me th s 4/ day of Signed and sworn to(or affirmed) before me this day of - [L'(Personally Known OR Personally Known OR Produced Ident ti ificatic Produced Identification MY .,,___~...~~~~.� Type".Identification: .Umv City of Atlantic Beach :APPLICATION NUMBER < + Building Department J(Tobe assigned by the Building Department) �# 800 Seminole Road Atlantic Beach, Florida 32233-5445 > f Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed:, 'L. , City web-site: http://www.coab.us _.:•_ APPLICATION REVIEW AND TRACKING FORM Property Address: V-1-0tC- ICI� C� g QsiC(O1�J(F De artment review required Ye No _ B ding _ Applicant: �I p.S . � �� , tannin &-Zoning ministrator Project: n��QGX M c - 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: 1 BUILD PLANNI G 8 Z�ONING Reviewed by: � Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑De ie . ❑Not applicable PUBLIC WORKS Comments: to t Z161 _ PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 06/19/2017 City of Atlantic Beach APPLICATION NUMBER rs Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Ph - one(904)247-5826 - Fax(904)247-5,845 E-mail: building-dept@coab.us A 20PDate routed: 1JQ IF M R 2 1 .3 L City web-site: http://www.coab.us APPLICATION REVIEW AND YTRACKING FORM Property Address: 6_JDe review required Yes No Applicant: ministrator Project: 1��,I L—J [YN IME Ii xi'litiQS Public Safety Fire Services LReview fee Dept§igpaturq_ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. []Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: OApproved as revised. ElDenied. ONot applicable t PU WORKS Comments: _0 T '1 !11,R, IN TIF_�S 04rumalum"U1091141_1 Y- 2 3- AWF PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. E]Denied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach < y;, PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane :.� Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date _3-2 3 —/ Project Address Se-h Lam' Number of Units P Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 30q „ New Irrigation Meter Upgrade Existing Meter from to (size) 3 � New Reclaim Water Meter Size �� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application#_12e=57 Water System Development Charge $11 IyU, (fit') P> Sewer System Development Charge $ L(A Q so, UCS Water Meter Only $_ / 8 UCS Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ :!5D, bel Other $ TOTAL $ S, �D/�. 00 (Notes) APPROVED Kayle Moore, P.E. Date 3 A-3/( le Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be.assigned by the Building Department.) r 1 800 Seminole Road ©C .1 Atlantic Beach, Florida 32233-5445 ti ; r==a �. ` ; • 'i C� Phone(904)247-5826 • Fax(904)247-5845 I Jsh,c}•`.`r E-mail: building-dept@coab.us FI 'kl �� 2��3 -; L____D�atrouted: 1 — City web-site: http://www.coab.us �J APPLICATION REVIEW-AND-TRACKING FORM Property Address: l-o '� A-+ &otc_ U.QSmf Department review required Yes No Applicant: �7 l &D-sXI' 1C_ . tannin &Zoning ministrator Project: 'RI -J S0� ;�Q Gym ly `I1FjM �" Public Utilities Public Safety Fire Services Review Lfee $. 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: proved. ❑Denied. [-]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed TREE ADMIN. Second Review: [-]Approved as revised. ❑Denied. ❑Not applicable PUBLIC W®`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 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 Vl,LP of Atlantic Beach,Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Pavers in the Right-of-Wav 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 1708 Atlantic Beach Dr Parcel#67-132 08-2S-29E • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the U1191 Z114 Date 9 Property Owner/ gen teven R. Merten,Division President,Toll FL VI LP (signed in prese of otary Public) STATE OF FLORIDA, COUNTY OF DUVAL q The foregoing instrument was acknowledged this / day of PAi( 264 ,20 , by 5'eVC'. 1 1 ely4e-n ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signature of N tart'Public, S to of Florida / Approved/Public Works Dr-partment: Personally Known `� Produced Identification(Type) AUDREY N REGMER Scott Wil rams Public Works irector •'c MY COMMISSION 0 FF948491 ' • EXPIRES December 28.2019 0011�9�Cta3 .um 4".•r a r:, RIGHT—OF—WAY/ EASEMENT PERMIT ?Strom ' Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1708 Atlantic Beach Dr Phone 904-595-5243 Permittee Steven Marten Email aregnierantol[broth ers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location (Reference to Cross-Street) Atlantic Beach Dr&Coastal Oak Lane -06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the holder will,at all times, assume all risk of and 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 rights and privileges. • The Director of Pu 'c orks shall be notified twenty-four(24)hours prior to starting work and again immediately up pletion. Date F /� Permittee: Steven .me n,Division President,TOLLFL VI,LP(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHN -�'� �� The foregoing instrument was acknowledged this � day ofJ/��q�� ,20 , by Sieve_ Y V�,�-�"2,� ,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 VVV Signature of Not y Public,State c9florida Produced Identification(Type) ,;j�'�%ty;; AUDREY N REGNIER :': MY COMMISSION 0 FF946491 • ;e.�� EXPIRES Decembw 2g.2019 4011998-01S9 p ,gym S 07r 0T � , r� FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILMNG CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Davenport Bonus 3040 Right NE Buildet Name: Toll Brothers Street: Lot 80 Atlantic Beach'CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner: -Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone.2) 1. New construction or existing New(From Plans) 9. Wall Types(3577.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3397.80 ftz b.Frame-Wood,Adjacent R=13,0 180.00 ftz 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms .4 d.N/A' R= ftz 5. !s this a worst case? No 10.Ceiling Types (2348.0-sgft.) Insulation Area a.Under Attic(Vented) R=38,0 2074.00 ftz 6. Conditioned floor area above grade(ft?) 3040 b.Under Attic(Vented) R=19.0 .274.00 ft? Conditioned floor area below grade(ftz) 0 c.N/A R= ftz 11.Ducts R ftz 7. Windows(416.0 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 414 a. U-Factor: Dbl,U=0.34 416.00 ftz _ SHGC: SHGC=0.27. b. U-Factor: N/A ftz 12.Cooling systems kBtu/hr Efficiency SHGC: i a.Central Unit •48.0 SEER:14.00 c. U-Factor: • N/A ft, SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.545-ft. Area Weighted Average SHGC: 0.270 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons. 8. Floor-Types (3040.0 sgft.) Insulation Area a.Slab-On-Grade Ed EF:0.800 Edge Insulation R=0.0 2285.00 ftz 9 b. Conservation features b.Floor Over Other Space R=0.0 ' 692.00 ft' None 1 c.other(see details) R= 63.00 ftz 15.Credits Pstat Total Proposed Modified.Loads.:-77.40 : Glass/Floor Area: 0.137 ;SASS Total Baseline Loads: 85.45 1 hereby certify that the plans and specifications covered by Review of the plans and a. IEg� , this calculation are in compliance with the.Florida Energy specifications covered by this Code. calculation indicates compliance �r,y%t T , / / with the Florida Energy Code. :Ify, PREPARED BY: , �L DY��yii`�Uc,.9e Before construction is completed -- Z5 _23=-!��/�' this building will be inspected for -1 DATE: 9 p CC 1 �I�. compliance with Section 553.908 * ,Y . t I hereby certify that this building,as designed,is in compliance Florida Statutes - �%• c, with the Florida Energy ode. �Q W 13`�� OWNER/A RNT: BUILDING OFFICIAL:' DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3:2:1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1:1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4:1.2).' 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 Section R405.4,1 Compliant Software Page 1 of 5 0"IFFICE COPY i ``' -_ ► , Building Permit Application Updated Ii/8/17 t �1l r' City.of Atlantic Beach I MAR 1 9 2015 1 l �� ;}y} 800 Seminole Road,Atlantic Beach,FL 32233 t � Phone:(904)247-5826 Fax:(904)247-5845 — yl Job Address: 1708 Atlantic Beach Drive Permit Number: i �S —b Legal Description Lot 80 Atlantic Beach Country Club Unit 2, Parcel#67-52 16-25-29E RE# 169505-1695 Valuation of Work(Replacement Cost)$348813 Heated/Cooled SF 3040 Non-Heated/Cooled 901 • 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 attar.hPrl 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 Pontigo&Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expdes 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,etc'NOTICE- In addition to the requirements of this_; permit,,th&e may;be additional restrictions applicable to this property that maybe found in the'pbblic records of this county,and there maybe additional permits required from other governmental entities such,as water management districts,state age ncles,,0r _.. - federal agencies: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR ICE OF COMMENCEMENT. �4w ( gnatof Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn too' (or affirmed))before me this 9 day of Signed and sworn to(or affirmed)before me this__q__day of by_ 5+eVe. M ex 4-P_ 1 ✓g J aDI bT ,by _5+P e- rn P_y 4�✓1 - (Si ature of Nota ) (Sig ture of Nota rf [Personally Known OR AUDRIEII'N REQ [ Personally Known OR 4��:- AUDMY N RLWMA [ ]Produced Identificati R '!�: [ ]Produced Identification Cr-MY COMMISSION 0 FF9464 1 . MY COMMISSION M FF946491 Type of Identification: eCem r Type of Identification: 19 40/199&01b3 Dorn :�::�,Ii961 b9 f anlw.tan OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:611 Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft')_ 30 y0 Non-Habitable Space (ft2) D LAND INFORMATION: Zoning District I-�►3LG Flood Zonex Minimum FFE 0,00 BUILDING INFORMATION: Construction Type V Occupancy Group S,n.c�m; ly Number of Stories , Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Pr000seo/ F. F. Rev. 2.7.2018 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Toll Brothers,Inc. Permit Project Address: 1708 Atlantic Beach Drive,Atlantic Beach,FL 32233 Lot 80 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/FL15279.3 4.Roll up 5.Automatic 6. Other B. WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2.Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3. Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7. Pass-through 8.Projected 9.Mullion PGT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11. Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 FL 10008.1 12. Glass Block JUS Block/Hy-Lite Glass Block Window 70 PSF FL 185.12 MUL L;UVY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles N/A 12875.1 2.Soffits/Ceilings James Hardie Building Products,Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4. Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic Stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. Timberline 30 year Arch Shingles N/A FL 10124.1 2.Underlayments Woodland Industries,Inc. Felt N/A FL 1814.12 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 ManufacturerDeipti�o � Limitation of Use State# Local# E. SHUTTERS drF) C U 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 3.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G. SKYLIGHTS 1. Skylight Sun Tek FGC Skylite FL 2442 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural 1 OSB(roof and wall);manufacturered by Huber Engineered Woods 2 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. F F I ® Y Audrey Regmer (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 AM V FORM R405-2017 Envelope Leakage Pest Repoz erformance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance,Method 1 Project Name: Davenport Bonus 3040 Right NE Builder Name: Toll Brothers Street: Lot 80 Atlantic Beach CC Permit Office: Atlantic Beach City,'State,Zip: Atlantic Beach , FL. Permit Number: Design Location: FL,Jacksonville 'Jurisdiction: 261300 Cond.Floor Area:: 3040 6q.ft. Cond.Volume: 29645 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression'Datei: 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 AC H(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 system. R402A.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 I 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)(0,(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. 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 doorsl,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 Szo performance results dem6nstrate compliance individuals as defined in Section IN _61 0 with Florida Energy Code requirements in 553.993(5) or(7), Florida Statutes or ZZI individuals licensed as set forth in accordance with Section R402.4.1.2. Section 489.105(3)(% (g),or(I)or an approved third party.A written report of 10 the results of the test shall be signed t SIGNATURE: by the'third'party conducting the test and provided to the code official. PRINTED NAME: DATE: BUILDING OFFICIAL: DATE: V -5 2 z 2&1 L 2/23/2018 1:31 PM EnergyGaugeO USA FlaRes2017 -Section R405.4.1 Compliant Software Page 1-of 1 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business,and Professional Regulation- Residential Performance Method Project Name: Davenport Bonus 3040 Right NE Builder Name: Toll Brothers Street: Lot 80 Atlantic Beach'CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone.2) 1. New construction or existing New(From Plans) 9. WallTypes(3577.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3397.80 ft2 b.Frame-Wood,Adjacent R=13.0 180.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms .4 d.N/A R= ft2 5, is this a worst case? No 10.Ceiling Types (2348.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 2074.00 ft2 6. Conditioned floor area above grade(ft2) 3040 b.Under Attic(Vented) R=19.0 .274.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R 12 7. Windows(416.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 414 a. U-Factor: Dbl,U=0.34 416.00 ft2 SHGC: SHGC=0.27• b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: i a.Central Unit 48.0 SEER:14.00 c. U-Factor. NIA 12 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 48.0 HSPF:8.20 i SHGC: Area Weighted Average Overhang Depth: 2.545-ft. Area Weighted Average SHGC: 0.270 14.Hot water systems 8. FloorTypes (3040.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2285.00 ft2 b. Conservation features n. b.Floor Over Other Space R=0.0 692.00 ft2 None c.other(see details) R= 63.00 ft2 15.Credits Pstat "Total Proposed Modified.Loads:.77;40 /� Glass/Floor Area: 0.•137 Total Baseline Loads: 85.45 ASS I hereby certify that the plans and specifications covered by Review of the plans and VJ4E S ,q?, this calculation are in compliance with the.Florida Energy specifications covered by this Q40 �� py�, Code. calculation indicates compliance w with the Florida Energy Code. :11fil.e, PREPARED BY: Before construction is completed '"' DATE: - = ��-23-��/�' this building will be inspected for -1 "- ' S; compliance with Section 553.908 * ,Y I hereby certify that this building,as designed,is in compliance Florida Statutes with the Florida Energy ode. OWNER/ BUILDING OFFICIAL:, T DATE: DATE: 0 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 leakage test report with envelope leakage no greater than 7.00 ACH60(R402.4.1.2). 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Davenport Bonus 3040 Right Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3040 Lot# Owner Name: Toll Brothers Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 80 Atlantic Beach C Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261300 ' -Whole House Fan: No City,State,Zip:. Atlantic Beach , Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating "`' Design DailyTemp 2.5% Winter Summer Degree Days Moisture Range V Design Location TMY Site 97.5% FL,Jacksonville FL JACKSONVILLE_INT 32 93 70 75 1281 •49 Medium ;. BLOCKS Number Name Area Volume .1 Block1 3040 29645 _ SPACES Number Name Area Volume -Kitchen Occupants Bedrooms InfilID Finished Cooled Heated �1 Main 2285 .22850 Yes 4 3 '1 Yes Yes Yes •2 :2nd Floor 755 6795 No 1 1 1 Yes Yes Yes FLOORS 777-7 FloorType Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge insulatio Main 194 ft 0 2285 ft2 0 0 1 2 Floor.over.Garage. 2nd Floor __- 63 ft2 19 0 0 1 / 3 Floor Over Other Space 2nd Floor ___ 692 ft2 .0 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 Gable or Shed Composition shingles 2719 ft2 686 ft2. Medium 0.6 N 0.9 No 0 30.3 1 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2348 ft2 N N 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 Section.8405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 UnderAttic(Vented) Main 19 Blown 154 ft2 0..11 Wood 2 Under Attic(Vented) Main 38 Blown 1439 ft2 0.11 Wood 3 Under Attic(Vented) .2nd Floor 38 Blown 635 ft2 0.11 Wood 4 Under Attic(Vented) 2nd Floor 19 Blown 120 ft2 0.11 Wood WALLS AdjacentCavity Width Height Sheathing.Framing Solar Below nt To WaILTypa Space R-avlue Ft In-Ft In Area R-Value-Eraction A ° 1 NE Exterior Frame-Wood Main 19 .20 0 10 0 200.0 ft2 0 0.23 0.6 0 2 SE Exterior Frame-Wood Main 19 77 0 10 0. 770.0 ft2 0 0.23 0.6 0 3 S Exterior Frame-Wood Main 19 11 2 10 0 111.7 ft2 0 0.23 0.6 0 . 4 SW Exterior Frame-Wood Main 19 40 0 '10 0 400.0 ft2 0 023 0.6 0 5 NW Exterior Frame-Wood Main 19 77 0 10 0 770.0 ft2 0 0.23 0.6 0 6 NE Garage Frame-Wood Main 13 20 0 9 0 180.0 ft2 0 0.23 0.01 0 7 W Exterior Frame-Wood Main 19 6 2 10 0 61.7 ft2 0 0.23 0.6 0 8 NE Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 0 0.23 0.6 0 9 SE Exterior Frame-Wood 2nd Floor 19 20 -3 9 '0 182.3-ft2 0 0.23 0.6 0 10 SW Exterior Frame-Wood _2nd Floor 19 40' 0 9 0 360.0 ft2 0 0.23 0.6 0 11 NW Exterior Frame-Wood 2nd Floor 19 20 3 9 0 182.3 ft2 0 0.23 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated Main None :4 3 8 24 ft2 2 NE Wood Main None .4 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall _ Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening . 1 NE -1 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 7 ft 4 in '1-ft 0 in Drapes/blinds Exterior 5 2 SE .2 Vinyl Low-E Double Yes 0.34 0.27 N 18.0 ft2 1-ft-4 in 1-ft 0 in Drapes/blinds Exterior 5 3 SE '2 Vinyl Low-E Double Yes 0.34 0.27 N ' '6.0 ft2 1 ft 4 in 1 ft 0 In None Exterior 5 4" SE 2 Vinyl Low-E Double Yes 0.34 0.27 N 72.0 ft2 1 ft 4'in 1 ft 0 in None Exterior 5 5 SW 4 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 9 ft 4 in 1-ft 4 in Drapes/blinds Exterior 5 6 SW 4 Vinyl Low-E Double Yes 0.34 0.27 N 128.0 ft2 1 ft4 in 1 ft 0 in None Exterior 5 1 7 SE 9 Vinyl Low-E Double Yes 0.34 0.27 N 45.0 ft2 ft 4 in 1 ft 0 in None Exterior 5 8 NW 11 Vinyl Low-E Double Yes 0.34; 0.27 N 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 9 NW 11 Vinyl Low-E Double Yes 0.34 0.27 N 4.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 . 10 NW 5 Vinyl Low-E Double Yes 0.34 0.27 N. 20.0 ft2 1 ft4 in 1 ft 0 in None . Exterior 5 11 NW 5 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 1 ft4 in 1 ft 0 in, Drapes/blinds Exterior 5 2/23/2018 1:31 PM EnergyGaugeO USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation ✓ 1 444 ft2 444 ft2 54 ft 9 ft. 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000434 3458.6 189.87 357.08 .4112 7. HEATING SYSTEM # System7ype Subtype Efficiency Capacity Block Ducts I 1 Electric Heat Pump/ None HSPF:8.2 48 kBtu/hr 1 sys#1 I COOLING:SYSTEM � -# System Type Subtype Efficiency Capacity Air Flow SHR Block "Ducts. _ 1 Central Unit/ Split SEER:14 -48 kBtu/hr 1440 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 gal, 120 deg None SOLAR HOT WATER-SYSTEM . FSEC Collector Storage Cert 4 Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS . --Supply— --Return Air CFM 25 CFM25 HVAC-# V -# Location R-Value Area Location. Area LeakageType Handler TOT ' OUT QN RLF Heat Cool 1 Attic, 6 414 ft2 Attic 117 ft2 Default Leakage Garage (Default) (Default) 1 1 • I 2/23./2018 1:31 PM EnergyGaugeO USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Conlin ]Jan ]Feb Mar A r May ]Jun rX Jul rjAug ]Nov Dec Heating X]Jan f X]Feb X�Mar f Apr f May ]Jun E Jul A �XJ'SSeep �10ct Oct f X]Nov �Xj DecVentin [ l Jan [ l Feb [X Mar [X A r [ Ma ]Jun Jul Aug Se Oct [Xl 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 7878 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. 68 68 68 68 68 PM 68 68 68 68 68 68 6B 68 68 68 66 66 i i 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED:ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index,the more efficient the home. Lot 80 Atlantic Beach CC, Atlantic Beach , FL, 1. New construction or existing New(From Plans) 9. Wall'iypes Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3397.80 ft2 b.Frame-Wood,Adjacent R=13.0 180.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 2074.00 ft2 6. Conditioned floor area(ft2) 3040 b.Under Attic(Vented) R=19.0 274.00 ft2 7. Windows" Description Area c. R= ft2 a. U-Factor: Dbl,U=0.34 416.00 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:-Garage .. . 6 414 SHGC: SHGC=0.27 b. U-Factor: 'N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 �13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.545 ft. Area Weighted Average SHGC: 0.270 8. Floor'Types Insulation Area 14.Hot water systems 2 a.Natural Gas ' Cap: gallons a.Slab-On-Grade Edge Insulation • R=0.0 :2285.00 ft EF:0.8 b.Floor Over Other Space R=0.0 . 692.00 ft2 b. Conservation features c.other(see details) R= 63.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �" gTr Construction through the above energy saving features which will be installed (or exceeded) 0 , = _ �o in this home before final inspection. Otherwise a new EPL Display Card-will be completed `' P P Y P based on installed CocM compliant features. Builder Signature:- Dater Address of New Home: 132T 10 City/FL Zip: Q��fC �oD � tivE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@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. 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 I Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Lot 80 Atlantic Beach CC Permit Number: Atlantic Beach ,FL, MANDATORY REQUIREMENTS See ihdividual code sections for full details. SECTION-R401 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. R402.4 Air leakage(Mandatory). 'rhe building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 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.The 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. I i R402.4:1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate.Zones 1 and 2,and three air changes per hour in Climate.Zones 3 through 8.Testing shall be conducted in accordance with ANSI/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 A89.105(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. 1 R402.4.3 Fenestration-air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square 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. 2/23/2018 1:31 PM EnergyGaugeO USA-FlaRes2017 -FBG 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.. In Climate Zones 3 through 8i where.open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance 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 Us)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. R403:1 SECTION"R40� .3 SYSTEMS Controls. ' R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air-distribution systems shall be considered.ducts or plenum chambers,shall be constructed and sealed in accordance with Section 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)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3:2:1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than.2 percent 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. Postconstructlon 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. R403.8.5 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. J R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section 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.. 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External.heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/:inches(89 mm)in the hot water distribution line and-cold-water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 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 Chapter 4 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 TMA,Solar Domestic Hot Water System and Component-Test 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,Infiltration 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 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6:1. 'Exception: 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 minirirum 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 cooling 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 indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for.future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment Is installed. TABLE 11403.6:1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUIV (CFM) (CFMAAfATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 . 2.8 cfm/waft Any For SI: 1•cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 2/23/2018 1:31 PM EnergyGaugeO USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS -. (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403,7,or the closest available size provided by the manufacturer's product lines.'The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value 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. R403:7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated.according to Section R403.7:1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even If the design heating load is 1.15 times greater than the design cooling load. R403:7:1.2:2 Electric resistance furnaces. Electric resistance furnaces shall be sized within4 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.C404 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(I VC),and no precipitation is failing 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. R403.10:1 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 setting 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. R403.10.2TIme switches. Time switches or other control methods that can automatically turn 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 cn-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. 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 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 Air Temperature.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(Mandatorgohe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1:1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. L 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 i 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE'402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Davenport Bonus 3040 Right NE Builder Name: Toll Brothers Street: Lot 80 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner: •Toll Brothers Jurisdiction: 261300 _ Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 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 orjoints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffit /soffit Ceiling/attic . Y PP 9 the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. .i 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 jambs 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 sulifloor 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 earth in unvented crawl spaces shall be covered with Where provided instead 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 spa s. 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 air tight and 1C rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall 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. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-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 nkI and walls or reffilin a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2/23/2018 1:31 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Project Summary Job: Lot 80ABcc v-& Date: Entire House By: 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 ® I • - • 0 For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904) 217-0739 Fax: 90j) 814-8173 Web:www.tollbrothers.com mai((: smerten@tollbrothersinc.com Notes: The Davenport Bonus • • • Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 96 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 21 °F Daily range M .Relative humidity 50 % Moisture difference 48 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 38480 Btuh Structure 26097 Btuh Ducts 4616 Btuh Ducts 5339 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 43096 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31436 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/3505 cfm Structure 8016 Btuh Ducts 829 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 3040 3040 Equipment latent load 8844 Btuh Volume (ft') 30046 30046 Air changes/hour 0.68 0.40 Equipment Total Load (Sen+Lat) 40281 Btuh Equiv.AVF(cfm) 338 203 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier . Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0480000A0 Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 30 °F Total cooling 46000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=32°F Backup: Input= 12 kW, Output=41626 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrlght:s+o-fit^- 2018-Feb-2313:05:18 Comfort Builder by Wrightsoft 18.0.10 RSU03444 Page 1 ..Davenport Bonus 3040 Right NE-Lot 80 ABCC.rup Calc=MJ8 Front Door faces:NE First Floor 3"Fan 6x10 6„ M..,l3atf„ 10x6 M 3"Fan 10" 6" 14" ® 14" Master;,,} IG�arage 12" 4x8 ;ldry 4" 8x4 16x16 1 4" 10x10 8" 14 6 x 10 .,,=e--.�'t -- 4 x 8 8 6.. M WICK wc_' 4" 1ox10 j 16 x 16 12" Gr l 8x12 6x10 7„ 12" 5" i9yer � 3 I On Kitw_c hen ini12X.12 I 10x6 12x12 18x24 9. 6 8.. 1 6x12 6x12 7-F 7" Bed 3;'_ 8 x 4 t-,---- 6x12 4" Bed 2 3 Naok 6x12 7" Bah2 7�� 3"Fan O a Job.#: Lot 80 ABCC McGowan's Heating & Air Conditionin.. Scale: 1 : 128 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-23 13:06:06 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com saldie@mcgowansac.com 3040 Right NE-Lot 80 ABCC.rup MAVNIollbrothers.com smerten@tollbrothersinc.com 2nd 3"Fan 4x8 ee$ 4. 10x6 611 12x1 S. 16 x 16 12x6 12" 12- L 12x6 7. Job#: Lot 80 ABCC McGowan's Heating & Air Conditionin., Scale: 1 : 128 Performed by Saldie Guintivano for: Page 2 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-23 13:06:06 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com saldie@mcgowansac.com ...3040 Right NE-Lot 80 ABCC.rup www.tolibrothers.com smerten@tolibrothersinc.com Manual S Compliance Report Job: Lot 80ABCC Date: + t}tf Entire House By: 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 • • • For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tolibrothers.com Email:smerten@tollbrothersinc.com • • • • • Design Conditions Outdoor design DB: 95.8°F Sensible gain: 31436 Btuh Entering coil DB: 75.7F Outdoor design WB: 77.4°F Latent gain: 8844 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 40281 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Sensible capacity: 33101 Btuh 105%of load Latent capacity: 9373 Btuh 106%of load Total capacity: 42473 Btuh 105%of load SHR: 78% Hqcjting ,qquip Design Conditions Outdoor design DB: 31.7°F Heat loss: 43096 Btuh Entering coil DB: 69.77 Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Output capacity: 35642 Btuh 83%of load Capacity balance: 32 °F Supplemental heat required: 7454 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: . Model: Actual airflow: 1400 cfm Output capacity: 12.2 kW 97%of load Temp. rise: 61 °F Meets all requirements of ACCA Manual S. - wr>iC)htso fto 2018-Feb-23 13:05:18 •. <. Comfort Builder by Wrightsoft 18.0.10 RSU03444 Page 1 AM Davenport Bonus 3040 Right NE-Lot 80 ABCC.rup Calc=MJ8 Front Door faces:NE Duct System Summary ,lob: Lot 80ABCC Date: +UtiJtj+ a Entire House By: 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 o • -jt •rmafi• For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tolibrothers.com Email: smerten@tolibrothersinc.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 0.250/0.140 in H2O 0.250/0.140 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 486 ft • • o ® - • 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 1201 39 25 0.132 4.0 Ox 0 VIFx 39.7 150.0 st2 Bed 2 h 5797 188 123 0.129 7.0 Ox 0 VIFx 44.5 150.0 st2 Bed 3 c 1325 55 59 0.133 6.0 Ox 0 VIFx 43.2 145.0 st2 Dining C 2056 86 92 0.080 7.0 Ox 0 VIFx 71.5 240.0 st6 Foyer h 2444 79 61 0.136 5.0 Ox 0 VIFx 38.6 145.0 st2 Great-A C 5318 162 237 0.087 7.0 Ox 0 VIFx 51.9 235.0 st6 Kitchen c 1953 53 87 0.084 7.0 Ox 0 VIFx 57.6 240.0 st6 Ldry h 455 15 12 0.139 4.0 Ox 0 VIFx 20.0 160.0 st3 M WIC c 18 0 1 0.110 4.0 Ox 0 VIFx 33.0 195.0 st5 M.Bath h 3021 98 69 0.149 6.0 Ox 0 VIFx 17.6 150.0 st3 Master C 2021 73 90 0.118 6.0 Ox 0 VIFx 27.0 185.0 st5 Master-A C 2021 73 90 0.117 6.0 Ox 0 VIFx 29.5 185.0 st5 Nook h 4276 139 106 0.086 7.0 Ox 0 VIFx 56.1 235.0 st6 bath 3 h 1396 45 35 . 0.114 4.0 Ox 0 VIFx 59.4 160.0 st4 bed 4 C 2036 86 91 0.117 6.0 Ox 0 VIFx 53.0 160.0 st4 loft c 2475 102 110 0.122 7.0 Ox 0 VIFx 44.8 160.0 st4 loft-A c 2475 102 110 0.119 7.0 Ox 0 VIFx 50.4 160.0 st4 wc h 87 3 2 0.146 4.0 Ox 0 VIFx 16.0 155.0 st3 '+- W I iflpl$ O Comfort Builder by Wrightsoft 18.0.10 RSU03444 2018-Feb-2313:05:18 Page 1 ...Davenport B,onus 3040 Right NE-Lot 80 ABCC.rup Calc=MJ8 Front Door faces:NE Z abed 3N:sane;poop yuold'SpVq=oleo dni,00gV 081ol-3N 146!a 040E snuog poduanea"' t¢r r Y6hE0nS21 OL'0'81 y;osyy6uM Aq japling yo;woo ,.:�:g^u�:�-,p,:•<�:..-.„�„ ,,;rw 81:40:E1 EZ-gazf-8102 ' ' • - xldlu!A 0 x 0 0'86 Z6L 090'0 00176 00176 dAV dead Pj 6IJ xldlu!A 0 x 0 0761717 060'0 917E 9££ dAd Mead Eli P xldlu!A 0 x 0 0'96 Z9L 080'0 17906 17906 dAV dead ZlJ Eli xldlu!A 0 x 0 0761717 060'0 917E 9££ dAV�ead 17IJ �unJl leualen (u!) 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(wd3) lid (wla) (wlo) edAj aweN Ion(] M x H we!Q 0019A uB!saQ BI0 BIH �unJl Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 j MiTek® ®PEKE Cory RE: 15293TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Davenport - Classic Lot/Block: 080 Subdivision: Atlantic Beach Address: 1708 Atlantic Beach 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: 55.0 psf This package includes 69 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name I Date 1 T13330277 1 FO 2/26/18 118 IT13330294IJ04 12/26/18 12 I T13330278 I F02 12/26/18 119 I T13330295 I J06 12/26/18- 13 2/26/18-13 1 T1 3330279 1 F03 12/26/18 120 I T13330296 I J12 12/26/18 14 1 T13330280 1 F04 12/26/18 121 . 1713330297.I J 16 12/26/18 15 I T13330281 I F05 12/26/18 122 1 T13330298 1 PB01 - 12/26/18 16 I T13330282 I F06 12/26/18 123 I T13330299 I T01 1 2/26/18 1 17 I T13330283 I F07 12/26/18 124 I T13330300 I T02 12/26/18 18 I T13330284 I F08 12/26/18 125 1 T1 3330301 1 T02A 12/26/18 1 19 I T13330285 I F09 12/26/18 126 I T13330302 I T03 12/26/18 110 1 T13330286 1 FG01 12/26/18 127 I T133303031 T04 12/26/18 111 I T133302871 FG02 12/26/18 128 I T133303041 T05. 12/261,18____ '---. ! 112 1 T133302881 FG03 12/26/18 129 I T13330305 I T06 1 2/26/18 I 113 1 T13330289 1 FG04 12/26/18 130 I T13330806 I T06A 12. /26/,18 .I 114 1 T133302901 FG05 12/26/18 131 1 T13330307 I T07 1'?J26/18 115 1 T13330291 1 GEB01 12/26/18 132 I T1333030B I T08 1 2/26/18 .1 ' 116 1 T13330292 1 HJ04 12/26/18 133 I T13330309 I T09 12/26/18 -`1? 117 I T13330293 I J02 12/26/18 134 I T13330310 I T10 12/26/18 The truss drawing(s)referenced above have been prepared by MiTek ,, USA,Inc. under my direct supervision based on the parameters �``�p�PS A. : 4"0��', provided by Building Component Supply. = `�.`,��,.��G�E NS .;9.J,�.,' Truss Design Engineer's,Name: Albani, Thomas = o My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification o :• STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters i�.,(�'••�` P ,� ��: shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� '• O R 1�.• ��,�` given to MiTek. Any project specific information included is for MiTek's customers 4*�,SS/••••'•••�� ' file reference purpose only,and was not taken into account in the preparation of i�,f�10 these designs..MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39360 should verify applicability of design parameters and properly incorporate these designs MITek USA;Inc.FL Cert 6634 into the overall building design per ANSVTPI 1,Chapter 2. 6904 Parke East-Blvd.Tampa FL 33610 Date: February 26;2018 Albani, Thomas 1 of 2 Lou Pontigo & Associates, Inc. Consulting Structural Engineers NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED p ECTED -SEE REMARKS ❑ REVISE &RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accufacy or completeness of details, quantities,dimensions,vreighis or gauges,fabrication processes,construction means of methods, coordination of the work with other trades or construction safety precautions,all of which are the sole.responsibility of the Contractor.The Contractor is responsible for dimensions to be confirmed and correlated at the site.Review of a 5P--cific item shall not include a review of the entire assembly of which the item is a component.Review of re-submission will cover only designated changes on the submittal and other changes clearly identified by the Contractor. 2 �� By: .•�— Bate: J� .. a P s. RE: 15293TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Davenport- Classic Lot/Block: 080 Subdivision: Atlantic Beach Address: 1708 Atlantic Beach Drive, . City: Jacksonville State: FL No. I Seal# I Truss Name I Date 135 IT13330311IT11 2/26/18 136 I T13330312 I T12 12/26/18 137 I T13330313 I T13 12/26/18 138 I T13330314 I T14 12/26/18 J 139 I T13330315 I T15 12/26/18 140 I T13330316 I T16 12/26/18 141 I T13330317 I T17 12/26/18 142 I T13330318 I T18 12/26/18 143 I T13330319 I T19 12/26/18 1 144 I T13330320 I T20 12/26/18 145 I T13330321 I T21 2/26/18 146 I T13330322 I T22 2/26/18 147 I T13330323 I T23 12/26/18 1 148 I T13330324 I T24 12/26/18 1 149 IT13330325IT25 12/26/18 1 150 I T13330326 I T26 12/26/18 151 I T13330327 I T27 12/26/18 152 I T13330328 I T28 12/26/18 153 1 T13330329 1 V01 12/26/18 154 1 T13330330 1 V02 12/26/18 155 1 T13330331 1 V03 12/26/18 1 156 1 T13330332 1 VO4 12/26/18 157 1 T13330333 1 V07 12/26/18 158 1 T13330334 1 V08 12/26/18 159 1 T13330335 1 V09 12/26/18 16 1 T1 1610 60 1 T13330337 1 V20 12/26/18 LO h I C 0 P tl 162 I T13330338 I V21 12/26/18 163 1 T13330339 1 V22 12/26/18 164 1 T13330340 1 V23 12/26/18 165 1 T13330341 I V24 12/26/18 166 1 T13330342 1 V25 12/26/18 167 I T13330343 I V26 12/26/18 168 I T13330344 I V27 12/26/18 169 1 T13330345 1 V28 12/26/18 2of2 Job Truss Truss Type 9 ,Qt' Ply T13330277 15293T0 F01 Floor 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:41:57 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-_fJOssOJK2yk1 CfOf5OoZJFCn6LMhH1 nV3QAUSzhKhO 0-1-8 1-4-15 H r i 1-3-0 � i Scale=1:30.7 4x6= 1.5x3= 3x6 FP= 1.54 II 4x6= 1 2 3 4 5 6 7 8 9 10 ZNZNZ 'N7 22 q a 20 19 18 17 16 15 14 13 12 11 4x6= 1.5x3 1 3x8 MT20HS FP= 4x6= 1-6-0 4-0-0 6-6-0 11-10-15 14-4-15 16-10-15 18-4-15 1-6-0 2-6-0 2-6-0 5-4-15 2-6-0 2-6-0 1-6-0 Plate Offsets(X Y)-- fl:Edge 0-1-8j (2:0-1-12 Edgel f5:0-1-8 Edgel f9:0-1-12 Edgel f13:0-1-12 Edge],[16:0-1-8 Edge],[19:0-1-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.27 15-16 >816 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.37 15-16 >589 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.07 11 n1a Na BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:96 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.t(flat)'Except' except end verticals. 11-14:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 21=993/0-5-8,11=999/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or fess except when shown. TOP CHORD 1-21=-987/0,10-11=-993/0,1-2=-1010/0,2-3=-2499/0,3-5=-3384/0,5-6=-3717/0, 6-7=-3717/0,7-8=-3390/0.8-9-2499/0,9-10=-1009/0 BOT CHORD 19-20=0/1903,18-19=0/3066,17-18=0/3717,16-17=0/3717,15-16=0/3673,13-15=0/3070, 12-13=0/1904 WEBS 10-12=0/1343,1-20=0/1303,9-12=1245/0,2-20—124210,9-13=0/827,2-19=0/830, 8-13=-794/0,3-19=-788/0,8-15=0/445,3-18=0/515,7-15=-395/0,5-18=-631/0,, 7-16=-243/418 NOTES- 1)Unbalanced floor five loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. e,�>,1, 3)All plates are 3x4 MT20 unless otherwise indicated. `%% PS A- q4 4)Refer to girder(s)for truss to truss connections. ee ��• ••., 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. ee �` G•E N '9 Strongbacks to be attached to walls at their outer ends or restrained by other means. •�\ SF•••�� 6)CAUTION,Do not erect truss backwards. ► NO 39380 • ;jam . O R1 P• =:e SS/o N Al-��G ve n11ot Thomas A.Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,201 E ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall t1f� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT e 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 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 Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 15293TO F02 Floor 3 1 713330278 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:41:58 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-SrtO3CPx5M4afMECDoX16W oJ4WfPOjNxkj9kOuzhKhN 0-1-8 H 1-3-0 0-1 0-11._2. 0-1��8 Sc21'e=1:34.5 4x6= 1.5x3 11 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 24 25 Io 1 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 11 3x12 M18SHS FP= 4x6= 4x6= 1 -6-1 11-4-12 13-10-12 16-4-12 18-10-12 20-4-12 1-6-0 2-6-0 2-6-0 4-10-12 2-6-0 2-6-0 2-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-81,[7:0-1-8 Edqel,[11:0-1-8,Edgel,(19:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/def! Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.39 17-18 >614 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.54 17-18 >448 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.09 12 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:106 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, BOT CHORD 2x4 SP No.t(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-2-0 cc bracing:18-19,17-18. REACTIONS. (!b/size) 23=1102/0-5-8,12=1102/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-1096/0,11-12=-1096/0,1-2=-1 133/0,2-3=-2849/0,3-4=-3952/0,4-6=-4588/0, 6-7=-4588/0,7-8=-4511/0,8-9=-3964/0,9-10=-2846/0,10-11=-1 134/0 BOT CHORD 21-22=0/2138,20-21=0/3530,19-20=0/4365,18-19=0/4588,17-18=0/4588,15-17=0/4381, 14-15=0/3525,13-14=0/2139 WEBS 11-13=0/1464,1-22=0/1463,10-13=-1398/0,2-22=-1398/0,10-14=0/983,2-21=0/989, 9-14=-945/0,3-21=-946/0,9-15=0/610,3-20=0/588,8-15=-580/0,4-20=-574/0, 8-17=-62/364,4-19=-119/581,7-17=402/218 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. lates are 3x4 MT20 unles 4)Re All comm nd 2x6 strongbackss one edge,spacedotherwise tatt 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3°)nails. ,```�r,l S l A'Ill,I Strongbacks to be attached to walls at their outer ends or restrained by other means. �% ��•P;.......q�e ��0 No 39380 = * r 411 ft ,W'o r . Ca%% ��lllllll� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. �- Design valid for use only wiih MITeM connectors.This design is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall p/�C i building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing itlk4 ��° 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 QualityCriteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa,FL 33610 IJob Truss Truss Type + Qty Ply � 713330279 15293TO F03 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:41:58 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-SrtO3CPx5M4afMECDoX16W oKwW gLQiDxkj9kouzhKhN 0.1-8 1-3-0 1-10-12 , H�� Scale=1:33.6 4x6= 1.5x3 II 1.5x3= 4x6= 3x6 FP= 1.5x3 II 4x6= 4x6= 1 2 3 4 5 6 7 B 9 10 11 c 23 a 21 20 19 18 17 16 15 14 13 12 4x6 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-7-12 16-1-12 18-7-12 20-1-12 J 1-6-0 2-6-0 2-6-0 7-1-12 2-6-0 2-6 -0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,[17:0-1-8,Edgel,[18:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.36 17-18 >655 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC_ 0.94 Vert(CT) -0.50 17-18 >476 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-19,15-17. REACTIONS. (Ib/size) 22=1088/0-5-8,12=1094/Mechanical FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1083/0,11-12=-1 087/0,1-2=-1118/0,2-3=-2804/0,3-4=-3886/0,4-6=-4464/0, 6-7=-4464/0,7-8=-4464/0,8-9=-3885/0,9-10=-2804/0,10-11=-1116/0 BOT CHORD 20-21=0/2108,19-20=0/3473,18-19=0/4271,17-18=0/4464,15-17=0/4272,14-15=0/3473, 13-14=0/2110 WEBS 11-13=0/1486,1-21=0/1443,10-13=-1382/0,2-21=-1377/0,10-14=0/966,2-20=0/968, 9-14=-930/0,3-20=-932/0,9-15=0/574,3-19=0/573,8-15=-537/0,4-19-537/0, 8-17=-146/631,4-18=-146/631,6-18=-299/15,7-17=-299/15 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. ,0��lDI I I llst�� 4)Refer to girder(s)for truss to truss connections. S A 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. P,.••• q�e ��0� Strongbacks to be attached to walls at their outer ends or restrained by other means. ♦°°,<� •'�\G 1=N S•' 'q2 is 6)CAUTION,Do not erect truss backwards. F•••, No 39380 �•• •��: O ♦ J#%# s�0 ..... ttnnl Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MD'EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall tA�1��i t building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingAYiT ��• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply • 7 T13330280 15293TO F04 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:41:59 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-w1 RmHYOZsgCRGVpOnW2GekKgOwE39Kx4yNvHYKzhKhM 3x6= Scale=1:10.8 1 3x6= 2 1.5x3 11 31.5x3 11 41.5x3 11 5 i 0 0 I 10 9 8 7 6 3x4 11 3x4= 1.5x3 11 3x4= 3x4 11 1-6-12 2-10-123-10-0 5.4-12 1-6-12 1-4-0 0 11-4 1-6-12 _Plate Offsets(X,Y)-- f6:Edge,0-1-81,17:0-1-8,Edgel,19:0-1-8,Edgel,f10:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 6 n/a n/a BCDL 5.0 Code FBC2017lTP12014 Matrix-P Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-4-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,7,8 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. °°° % No 39380 =-10-:-13 41OWF 44/Z ' ONAk- Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTFEK REFERANCE PAGE MII.7473 rev.1010312015 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 �y T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •�1tld!1ek' Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/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 Oty Ply � 713330281 15293TO F05 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:00 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-OE?8UuRCdzKlufObLDaVBxtgrKY_umLDBt eg4nzhKhL 3x6= 0.1-8 H 3x4= 0-11-13 2 4.5x3 II 0-9-0 —3-4.5x3 II 1-3-0 4 Scale=1:9.4 9 1.5 = 0 V I 3x4= 3x4= 8 7 6 5 3x4= 3x4 11 3-8-13 3-8-13 Plate Offsets(X Y)-- 16:0-1-8 Edge) [7:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.016 >999 240 BCLL 0.0 Rep Stress[nor YES WB 0.09 Horz(CT) 0.00 5 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=18610-3-8,5=192/Mechanical FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 stronabacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. , oieaveeroe'�� e� `Z•�' \G E N, • •'9�iii No 39380 do�,' O R 1 • ,��`,,o 1O N A1-�I:��`�• e111111 Thomas A,Albanl PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 . Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must 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 +.. � k• 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 cruses 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 n Ory Ply 713330282 15293TO F06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:00 2018 Page 1 I D:RM ENI BSOsIpEA2jiFrz5c7yVYhx-O E?BU uRCdzKI ufObLDaV BxtrFKZIUnC DB 1 eg4nzhKhL Scale=1:17.9 3x6= TT 1 3x6= 2 3 4 5 6 7 8 I I I lei i 1 16 15 14 13 12 11 10 9 3x4 I I 3x4= 3x4= 3x4 II 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-8 9-9-4 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 1-6-12 Plate Offsets(X,Y)-- [10:0-1-8,Edgel,[15:0-1-8,Edgel,rl6:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl Na Na 999 BCLL 0.0 Rep Stress incr YES WB 0.04 Horz(CT) -0.00 9 Na Na BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:50 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-9-4 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:15-16,9-10. REACTIONS. All bearings 9-9-4. (lb)- Max Grav All reactions 250 Ib or less at joints)16,9,15,10,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,�``1ve11111J.. ONS % oe� .• G ENdo S No 39380 10 0 WR .- Off. �<v�o Thomas A.Albanl PE No,39380. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Ill REFERANCE PAGE M17-7473 rev.1010312015 BEFORE USE tel' 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 into the overall �1g T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -il�®iTeW 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,seeANSIfTPI 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 • 713330283 15293TO F07 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:01 2018 Page 1 I D:RMENIBSOsipEA2jiFrz5c7yVYhx-sQZW iERgOHS9W pznuw5kj9Qtykjnd6iNQhOOdDzhKhK 0-1-8 1-6-7 01 8 H 1i 3-0--i �� Schl =1:27.0 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 19 20 0 0 17 16 15 14 13 12 11 10 4x6= 1.5X3 11 3x8 MT20HS FP= 46= 1-6-0 4-0-0 9-6-7 12-0-7 14-6-7 16-0-7 1-6-0 2-6-0 5-6-7 2-6-0 2-6-0 1-6-0 Plate Offsets(XY)-- (1-Edge 0-1-81 [5:0-1-8 Edge],[8.0-1-8 Edgel [15-0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.24 13-14 >792 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1(flat)'Except' except end verticals. 9-12:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 18=862/0-5-8,9=862/0-3-0 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-859/0,8-9=-857/0,1-2=-866/0,2-3=-2066/0,3-4=-2799/0,4-5=-2799/0, 5-6=-2693/0,6-7=-2083/0,7-8=861/0 BOT CHORD 16-17=0/1621,15-16=0/2507,14-15=0/2799,13-14=0/2799,11-13=0/2527,10-11=0/1617 WEBS 8-10=0/1110,1-17=0/1117,7-10=-1051/0,2-17=-1050/0,7-11=0/648,2-16=0/619, 6-11=-617/0,3-16=-613/0,6-13=0/339,3-15=0/595,5-13=-377/106 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. lttl%1111111lf11� strongbacks to be attached to walls at their outer ends or restrained by other means. , �� PS A- qIe,�,, % a No 39380 s * r r �� • 411: I N A - Thomas A.Albant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek9 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ,MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • � 713330284 15293TO F08 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:02 201 B Page 1 I D:RMENI BSOsipEA21i Frz5c7yVYhx-Kc6vvaSS9ba07zXzSeczGMy2L746MZuW eL7x9fzhKhJ 0-1-8 1-3-8 H ' 1�� Scale=1:26.2 4x6= 1.5x3= 1.5x3 II 4x6= 1 2 3 4 5 6 7 8 18 0 7- K7NZ �Z_l Y 16 15 14 13 12 11 10 9 4x6= 1.5x3 11 4x6_ 15-9-8 15-9-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[5:0-1-8,Edge], 14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.22 12-13 >854 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 17=849/0-5-8,9=855/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-845/0,8-9=-849/011-2=-851/0,2-3=-2025/0,3-4=-2718/0'4-5=-2718/0,5-6=-2623/0,6-7=-2040/0, 7-8=-844/0 BOT CHORD 15-16=0/1592,14-15=0/2451,13-14=0/2718,12-13=0/2718,11-12=0/2469I 10-11=0/1590 WEBS 8-10=0/1124,1-16=0/1097,7-10=-1037/0,2-16=-1031/0,7-11=0/627,2-15--0/602,6-11=-596/0,3-15=-592/0, 6-12=0/319,3-14=0/552,5-12=-348/111 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �� 5)CAUTION,Do not erect truss backwards. q`�41%, est `�•+•, G E No 39380 c= °°i S ..• �C?�% ONA' ; E,�� Thomas A.Alberti PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE 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 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.Additional temporary and permanent bracing ••.M6.TeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and muss systems,seeANSt/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • � 713330285 15293TO F09 GABLE 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:02 2018 Page 1 I D:RMEN I BSOsIpEA2ji Frz5c7yVYhx-Kc6vvaSS9ba07zXzSeczGMyA17FmMhi W eL7x9fzhKhJ ops Scale=1:26.2 3x4= 30= 1 2 3 4 5 6 7 8 9 10 11 12 13 0 v 26 25 24 23 22 21 20 19 18 17 16 is 14 3x4= 3x4= 3x4= 3x4 I 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-2-12, 15-9-8 1-6-12 1-4-0 1-4-0 1-4-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 r 1-4-0 0-8-0 1-6-12 Plate Offsets(X Y)-- [15:0-1-8 Edge],[25:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n1a 999 BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 14 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:76 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:25-26,14-15. REACTIONS. All bearings 15-9-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,15,24,23,22,21,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. %,e,eeeeiteeri�� e ` O •q . No 39.380 r o .�. .Q. A i 3 •/44/� s i .�'n�• • • 0 R O P:•'��v. i0 N A;O"��,. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/012016 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 -Mp�� !Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI 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 C1119, Ply ' T13330286 15293TO FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:04 2018 Page 1 I D:RMEN IBSOsipEA2ji Frz5c7yVYhx-H?Ef KFU ihCgkNH hMa3eRLn2Thxj Lgblp6tc2DYzhKhH 3.11.4 3-11-4 1 4x5= 2 2x4 11 Scale=1:9.4 Ll I THD46 THD46 4x5= 4 5 6 3 2x4 11 3-11-4 3-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.04 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.05 3-4 >868 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc puriins, BOT CHORD 2x6 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=958/Mechanical,3=1422/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)2-plytruss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. - 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 1-0-0 oc max starting at 1-10-12 from the left end to 2-10-12 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. &PS A., LOAD CASE(S) Standard ,♦� G�E N,3••.'9,y �� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) NO 39380 Vert:1-2=-100,3-4=-10 Concentrated Loads(lb) Vert:5=-989(B)6=989(B) = _ 41'��iS Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®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 on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addilfonal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type } Qty Ply T13330287 15293TO FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:04 2018 Page 1 I D:RMENI BSOsipEA2jiFrz5c7yVYhx-H?EfKFUihCgkNHhMa3eRLn2RGxm6gOfp6fc2DYzhKhH 6-11-15 9-2-12 11-3-1212-5-3 13-6-9 14-8-0 15-9.6 2-0-9 4-7-6 4925-B-12 6.8-76-0- 7-11-9 6-11-491 10-2-6 11-2-0 15-B 13-4-131 8-5 15-7-10 16-0-3 20.4-12 2-0-9 2-2-13 0.-Y2 0-11-10 -2 0.11-10 a1-2 -11.10 -2 0-11-10 -2 0-11-10 2-2-13 2-4-9 0-11-10 0-1-12 0-11-10 0-1-12 0-11-10 0-1.12 0-11-10 0-1.12 0-11-10 0-1-12 Scale=1:34.6 6x6= 2x4 11 2x4 11 4x10= 1 2 3 4 5 6 7 e 9 10 iF 19 16 17 16 15 14 13 12 21 2x4 11 8x10= 4x10= 3x4 II THD26-2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 6-11-15 9-2.12 11-3-12 12-5-3 13-69 14-8.0 15-9-6 2-0-9 4-7-6 4 9 258-12 6-8-76 7-11-9 611-0 9 1 10.2.6 11-2-0 1 -8 13-0-13 -5 15-7.10 18-0.3 20-4-12 2d-9 2-2-13 0--2 0.11-10 0.-2 0.11-10 1-2 0-11-10 -Y2 0-it-10 --2 0.11-10 2-2-13 2.4.9 0-11-10 0.1-12 0-11-10 0-1.12 0-11-10 0.1-12 0.11-10 0.1-12 0-11-10 0.1-12 Plate Offsets(X Y)-- [12:0-3-8,0-2-01,[13:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.31 15 >777 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.43 15-16 >566 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-MS Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.1'Except' except end verticals. 11-13:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 20=1186/0-5-8,11=1973/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1135/0,1-2=-2241/0,2-3=-3948/0,3-4=-5143/0,4-5=-5917/0,5-6=-5917/0, 6-7=59117/0,7-8=-5687/0,8-9=-4696/0,9-10=-3508/0,10-11=-1 565/0 BOT CHORD 18-19=0/2241,17-18=0/4056,16-17=0/5143,15-16=0/5917,14-15=0/5687,13-14=014790, 12-13=0/3509,11-12=0/270 WEBS 10-12=0/3523,1-19=0/2371,9-12=-731/0,2-19=-1013/0,9-13=0/1328,2-18=0/1883, 8-13=679/0,3-18=779/0,8-14=0/989,3-17=0/1216,7-14=-343/0,4-17=-546/0, 7-15=-337/663,4-16=0/1259,5-16=-309/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,0� t� S A. Webs connected as follows:2x4-1 row at 0-9-0 oc. tJ\v`P •.q�e ��j� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to e�� .•' G•E N S• q� s� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. •• F• • / ie 3)Unbalanced floor live loads have been considered for this design. No 39380 4)All plates are 4x5 MT20 unless otherwise indicated. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. �• Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use USP THD26-2(With 16d nails Into Girder&10d nails into Truss)or equivalent at 18-6-7 from the left end to connect truss(es)to back face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 13 44/ 7)Fill all nail holes where hanger is in contact with lumber. -00 % 00 LOAD CASE(S) Standard ilj� O R 1 OcQ'�'?N 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 s,,OsS�O N AL`\%`,` Uniform Loads(plf) 1111 �' 11 -,% Vert:1-10=-100,11-20=10 Concentrated Loads(lb) Thomas A.Aibani PE No.39380 Vert:21=-948(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual bullding component,not a muss 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 -:Mi dT ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` • Qty Ply 713330288 15293TO FG03 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:05 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-IBol XbUKSWzb_QGY7m9gu?abgL5eZu4zLJMbm_zhKhG 1-11-7 3-9-2 3-10-14 4-8-0 5-5-2 5-�-14 7-4-9 9.4-0 1-11-7 1-9-11 0-1- 2 0 9-2 0-9-2 0-1- 2 1-9-11 1-11-7 Scale=1:17.4 2x4 II 2x4 11 3x5= 4x5= 1 4x5= 2 3x5= 3 4 5 6 F F— THD46 THD46 THD46 THD46 13 11 14 10 9 15 8 16 7x6= 6x6= 6x6= 7x6= 3x4 11 3x4 11 1-11-7 3-9-2 3-10-14 4-B-0 5-5-2 5-�-14 7-4-9 9.4.0 1-11-7 .1-9-11 0-1- 2 09-2 0 9-2 0 1-2 1-9-11 1-11-7 Plate Offsets(XY)-- [1:0-1-12 0-1-12] [2:0-2-4,0-1-81,[5:0-2-4,0-1-81,[6:0-1-12,0-1-12],(7:Edge,0-3-81,(8:0-2-12,0-4-121,f9:0-3-0,0-4-81,[10:0-3-0,G-4-81,[11:0-2-12,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.12 9-10 >890 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8,1-11,5-9,2-10:2x4 SP No.2 REACTIONS. (Ib/size) 12=3001/0-3-8,7=2875/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=2411/0,1-2=-4495/0,2-3=-6793/0,3-4=-6793/0,4-5=6793/0'5-6=-4658/0, 6-7=-2509/0 BOT CHORD 11-12=0/301,10-11=0/4495,9-10=0/6793,B-9=0/4658,7-8=0/281 WEBS 6-8=0/4954,1-11=0/4747,5-8=-1227/0,2-11=-1298/0,5-9=0/2457,2-10=0/2642 NOTES- 1)N/A 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 9-4 2x4-2 rows staggered at 0-2-0 oc. 0011111111111"P 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to `e�oO A PS A q<��i,� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. %. o .. • e 4)Unbalanced floor live loads have been considered for this design. ve��` .••�G E N 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. F• Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-8 from the left end to 7-3-8 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 Ib down at 3-11-4,and 182 'fl Ib down at 5-11-4,and 182 Ib down at 7-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others, i •• <C/ LOAD CASE(S) Standard ......R��•••`�jN%.` 1) Dead floor Live(balanced):Lumber increase=1.00,Plate increase=1.00 Uniform L Vert:1-6=-100,7-12=-10 1111114 Concentrated Loads(lb) Thomas A.Albani PE No.39380. Vert:8=-1084(F)9=-1084(F)10=182(13)13=1084(F)114=1084(F)15=-182(B)16=-182(B) MiTek USA,Inc.FL Cert 6034 6904 Parke Fast Blvd.Tampa FL 33610 Date: February 26,2018 ®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 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 bullding designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing :MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Buiiding 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 � - 713330289 15293TO FG04 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:06 2018 Page 1 I D:RME N I BSOsIpEA2ji Frz5c7yVYhx-D N M PIxVyDp5ScarlhU gvQC7oslQTIIg6Zz591QzhKhF 2-0-7 3-11.2 4- •14 4-10-8 5-8-2 5-9-14 7-8-9 9-9-0 2-0-7 1-10-11 0- - 2 0-9-10 0-910 0-'1-12 1-10-11 2-0-7 Scale=1:18.1 1 3x8— 2 3x4—_ 2x4 11 4 11 35 36 13 14 11 10 9 3x4= 8 4x5= 4x5= 3x4= 12 7 2x4 II 2x4 11 2-0-7 3-11-2 4- - 4 4-10-8 5-8-2 5- -14 7-8-9 9-9-0 2-0-7 1-10-11 0-7- 2 0-9-10 0 9-10 0 1-12 1-10-11 2-0-7 Plate Offsets(X Y)-- [8:0-2-0,0-2-01,[11:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.13 9-10 >869 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-8 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) 12=2875/0-5-8,7=2875/0-5-8 Max Uplift 12=-375(LC 8),7=-375(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-2755f722,1-2=-4167/1060,2-3=-6222/1532,3-4=-6222/1532,4-5=-6222/1532, 5-6=-4167/1060,6-7=-2755/722 BOT CHORD 10-11=-1060/4167,9-10=-1532f6222,8-9=-1060/4167 WEBS 6-8=-1146/4511,1-11=-1146/4511,5-8=-2238/598,2-11=-2238/598,5-9=-593/2345, 2-10=-593/2345,4-9=-1095/297,3-10=-1 095/297 NOTES- 1)2-ply truss to be connected together with 1 O(0.131°x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 0�►111111/®�'` 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �` p,S A. ,cJ� e ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �O �� •,..•• ., e ee 3)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. `��+ ••'�(,E N S '9,L ee ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Inter or(1)3-1-12 to 9-7-4 zone;C-C for •• F•••. members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : NO 39380 4) Provide adequate drainage to prevent water ponding. o 5)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 Ib uplift at joint 12 and 375 Ib uplift 44/ at joint 7. LOAD CASE(S) Standardeee� •'�•O R �•'`��e 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 eo ss� �\ �� Uniform Loads(plf) e�,�1�N A0 1,,%o% Vert:1-6=-588,7-12=-20 Thomas A.Alberti PE No.39380 MiTek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with IvIITek0 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 TA y� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �� 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 bradng of frusses 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 1 Qty Ply 713330290 15293TO FG05 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:07 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-hawoyHW bz7DJEkQxFBC8zQgyN8rO1 of FodrigtzhKhE 2-3-11 - 3-4-10 4-3-13 --56-9-4 2 0-11-3 0112-3-11 01 041- 2 2-3-11 Scale=1:12.8 3x5= 1 3x5= 2 2x4 11 3 2x4 11 4 THD46 THD46 7x6= 7 6 9 7x6= THD46 3x4 it 3x4 11 THD46 2-3-11 -5- 3-4-10 4-3-13 4-5-? 6-9-4 2-3-11 0 1-1'2 0-11-3 0-11-3 0-1-1 2-3-11 Plate Offsets(X,Y)-- f1:0-1-12 0-1-81,14:0-1-12,0-1-81,16:0-3-0,0-4-121,r/:0-3-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 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) 8=2204/0-3-8,5=1891/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1240/0,1-2=-266210,2-3=-2662/0,3-4=-2662/0,4-5=-1253/0 BOT CHORD 6-7=0/2662,5-6=0/275 WEBS 4-6=0/2611,1-7=0/2744,2-7=-254/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. e,1111111I{®B�, 4)Recommend 2x6 strongbacks,on edge,spaced at 10-D-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. NS S A- Strongbacks to be attached to walls at their outer ends or restrained by other means. ,0�O`y ;9Ge 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-3-8 oc max.starting at 0-1-12 from the ••'�(,E N S•• 'Q� �� left end to 5-5-4 to connect truss(es)to front face of bottom chord. V F•••, / ,� 6) Fill all nail holes where hanger is in contact with lumber. No 39380 LOAD CASE(S) Standard r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 = Uniform Loads(plf) 'O Vert:1-4=-100,5-8=-10 F ; Ll/o Concentrated Loads(Ib) Q •• 44/ Vert:8=-848(F)6=-845(F)7=-845(F)9=-845(F) �ir'� • 4N Q �i ••0 R k• C? %% O N A' sS; Eoo�� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for on 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 inlury and properly 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,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 713330291 15293TO GEB01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:07 2018 Page 1 I D:RMEN I BSOsIpEA2ji Frz5c7yVYhx-hawoyHW bz7DJ EkQxF BCBzQgr?8mD 1 m7FodrigtzhKhE 3-5-8 6-9-4 10-1-0 13-4-12 16-8-8 20-2-0 3-5-8 3-3-12 3-3-12 3-3-12 3-3-12 3-5-8 Scale=1:34.3 46= 45= 4x5= 8x12 MT20HS= 45= 45= 4x6= 1 2 3 4 5 6 7 I I 13 12 11 10 9 2x4= 4x6= 4x5= 7x14 MT20HS= 4x5= 46= 2x4= 3-5-8 6-9-4 10-1-0 13-4-12 16-8-8 20-2-0 3 5-8 3-3-12 3-3-12 3 3-12 3 3-12 3-5-8 Plate Offsets(X Y)-- [1:0-3-8.0-2-01,r4:0-6-0,0-4-81,[7:0-3-8,0-2-01,[9-.0-2-8,0-2-01,[13:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.84 Vert(LL) -0.27 11 >876 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.83 Vert(CT) -0.54 11 >442 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) -0.09 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:118 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-4-11 oc bracing. 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 REACTIONS. (Ib/size) 14=1791/0-3-8,8=1791/0-3-8 Max Uplift 14=-1791(LC 3),8=-1791(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1748/1595,1-2=-3440/3439,2-3=-5953/59461 3-4=-7471/7486,4-5=-7471!7486, 5-6=-5953/5946,6-7=-3440/3439,7-8=-1748/1595 BOT CHORD 12-13=-3439/3440,11-12=-5946/5953,10-11=-5946/5953,9-10=-3439/3440 WEBS 2-13=-1507/1110,3-12=1 O96f745,4-11=-1360/0,5-10=-1 0961745,6-9=-1507/1110, 1-13=-3654/3670,2-12=-2752/2759,3-11=1 690/1666,5-11=-1690/1666, 6-10=-2752/2759,7-9=-3654/3670 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. ,111111111111,1 2)All plates are MT20 plates unless otherwise indicated. ♦♦♦1^*P,S A. A ✓j� 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify ♦e 6`V, .• �e ✓jam capacity of bearing surface. �♦♦ 'Z` ••��G•ENS•• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1791 Ib uplift at joint 14 and 1791 Ib F•••. / �� uplift at joint 8. No 39380 ' 5)Load case(s)1,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of * r this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. "� cc 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 Ib down at 10-1-0 on top ALJ chord,and 10381b up at 10-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. s •• =<C/� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �i0 LOAD CASE(S) Standard Except: / 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60iI0; 11��♦♦N A Uniform Loads(plf) s' Vert:8-14=-10,1-7=-118 Thomas A.Albanl PE No.39380 Concentrated Loads(]b) MITek USA,Inc.FL Cert 6634 Vert:4=11038(17) 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. �� Design valid for use only with 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 MiT e 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 bracing of trusses and truss systems,seeANSI1TP1I 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 713330291 15293TO GEB01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:08 2018 Page 2 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-hawoyH W bz7DJ EkQxF BC8zQgl?BmD 1 m7FodrigszhKhE LOAD CASE(S) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Vert:11=1038(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M71-7473 rev.10/03RDIS BEFORE USE Design valid for use only wilh 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,1T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing •:M!T eke ts.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 713330292 15293TO HJ04 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc.'Mon Feb 26 07:42:08 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-9mUAAdXDkRLAru?7pvjNW dC1 CYBAmPIPI HaGNJzhKhD 5-7-2 5-7-2 Scale=1:25.1 2 4.95 F12 `o r 0 NAILED 6 3x4 11 T j N N O � m 1 7 5 4 NAILED 3 45 11 NAILED 1-10-12 5-7-2 1-10-G 3-8-6 Plate Offsets(X Y)-- f5:0-2-8,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.11 2 nta n/a BCDL 10.0 Code FBC2017ITP12014 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)5=0-7-0,4=0-7-12. (lb)- Max Horz 5=145(LC 8) Max Uplift All uplift 100 Ib or less at joints)5,3 except 2=150(LC 8),4.346(LC 8) Max Grav All reactions 250 Ib or less at joint(s)5,2,3 except 4=258(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=451t;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;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 nonconcurrerit 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)5,3 except Qt=lb) �� p S A. ,q ��IO 2=150,4=346. 6)'NAILED"indicates 3-10d(0.148"x3")or 2 12d(0.148"x3.25')toe-nails per NDS guidiines. `�� .• �(',E N S•• '9� i� 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ` 161 LOAD CASE(S) Standard No 39380 3$0 0 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 _ Uniform Loads(pit) Vert:1-2=-60,3-5=-20 Q Concentrated Loads(lb) S) ,: 4tj Z Vert:6=76(B)7=77(F=-2,B=79) s i 11rf11111100 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke fast Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a tnl55 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. Additional temporary and permanent bracing iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality 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 Oty Ply T13330293 15293TO J02 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:09 2018 Page 1 I D:RM ENI BSOsIpEA2j i Frz5c7yVYhx-dy2YNzXrVkT1 T2aJMcEc2rlMAyd7Vr_YFxKpvlzhKhC 1-10-15 , 1-1 0-15 Scale=1:18.3 7.00 Ft2 2 T 2x4 11 1 C9 0 v m n N 4 3 2x4 11 , 1-10-15 1-10-15 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MR Weight:9lb 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=51/Mechanical,3=20/Mechanical Max Horz 4=42(LC 12) Max Uplift 2=-56(LC 12),3=-14(LC 12) Max Grav 4=70(LC 1),2=60(LC 17),3=34(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. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. AoPs f Ar I q. 'I ,s� �. `�F � moi♦ No 39380 411 � ♦moi FS• . 0 R \'O • &�`.. 11111111101 ;1 N A; Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEK 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 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 :McT,ak• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type : Oty Ply 713330294 15293TO J04 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:10 2018 Page 1 I D:RM ENISSOsipEA2ji Frz5c7yVYhx-59bwaJYTG2bt5C9W wJ Irb2lTgMwREI Ei Ub3MRCzhKhB 3-10-8 3-10-8 Scale=1:24.3 2 7.00 12 5 2x4 11 i N 1-71 07 1 4 3 3x4 11 3-10-8 3-10-8 Plate Offsets(X Y)-- r4:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 2 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=147/0-4-0,2=104/Mechanical,3=43/Mechanical Max Horz 4=88(LC 12) Max Uplift 2=-95(LC 12),3=-11(LC 12) Max Gram 4=147(LC 1),2=117(LC 17),3=71(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. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections.. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. W.S A'•A4� No 39380 F �Oi F• • .•� R �� G�`�� nnn Thomas A.Albans PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE M1F7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M+Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Crileda,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 ' 713330295 15293TO J06 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:10 2018 Page 1 I D:RMENI BSOsIpEA2ji Frz5c7yVYhx-59bwaJYTG2bt5C9 W wJ Irb2IQyM uEEI EiU b3MRCzhKhB 6.0-0 6-0-0 Scale=1:26.0 2 1 i7.00 12 6 cr m q 5 cb 1 4 3 4x10 11 6-0-0 6-0-0 Plate Offsets(X Y)-- [1:0-1-0,0-1-121,[4:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-4 >883 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.13 3-4 >535 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=232/0-5-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=160(LC 12) Max Uplift 4=-3(LC 12),2=-1 20(LC 12) Max Grav 4=232(LC 1),2=174(LC 17),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=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;13=451t;L=24ft;eave=4fh Cat. Il;Exp C;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. truss to truss 5) Prov de mer to echanical calrconnection b others)connections. of truss to bearinglate capable of withstanding 100 lb uplift at joints 4 except t-Ib �,�°°PS A!rq,I�.0 2=120. ( y P aP 9 P 1 ( ) P G- ) �. , i . I :��'��`��G E N S�•.9�(//•ice. No 39380 ►��, 4U � s �It N A' .% Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0.7473 rev.10/03/1015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the.building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p��f BT buliding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing '.fY® ek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovallaNe from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply � 713330297 15293TO J16 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:12 2018 Page 1 I D:RM ENI BSOsip EA2ji Frz5c7yVYhx-2Xjh?_ajofrbKV Iu2knJgTN nX9YN i Bi?yvYTW 4zhKh9 6.0.0 6-0-0 Scale=1:31.4 3 7.00 F12 7 2x4 I I 2 3x5 II 1 Li 6 46 11 5 2x4 11 4 1-4-0 1-M 2 6-0-0 1-4-0 6- - 2 4-5-4 Plate Offsets(X,Y)-- f1:Edge,0-1-121 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 0.53 Vert(LL) 0.06 4-5 >846 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.07 4-5 >747 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.33 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. REACTIONS. (Ib/size) 3=113/Mechanical,4=44/Mechanical,5=307/0-5-8 Max Horz 5=193(LC 12) Max Uplift 3.121(LC 12),4=-30(LC 12),5=-10(LC 12) Max Grav 3=138(LC 17),4=77(LC 3),5=307(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 5-6=-232/274 WEBS 2-5=-266/224 NOTES- 1)Wind:ASCE 7-10;Vult=I3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left exposed;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. a0,191111 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 `��wp NS A- q lee will fit between the bottom chord and any other members. ,� ` •• <e eel 4)Refer to girder(s)for truss to truss connections. G E N 8•••l� ee 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=1b) : F °•. 3=121• No 39380 tk C=Z .'90.• WRX •X441 .,e; • \�,v� �` • . Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 verity 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 WNW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSMI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 15293T0 PB01 Piggyback 9 1 T13330298 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:12 2018 Page 1 I D:RM E N I BSOsi p EA2j i Frz5c7yVYhx-2X h?_aj of rbKV I u2knJgTNugggh i C U?yvYT W 4zhKhg 2-9-7 5-6-15 2-9-7 2-9-7 4x5 11 Scale=1:11.8 3 7.00 ri2 4 2 5 Io 0 C Io G 2x4= 2x4 11 2x4= 5-6-15 5-6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 rl/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 rUr 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=117/3-10-10,4=117/3-10-10,6=141/3-10-10 Max Horz 2=-41(LC 10) Max Uplift 2=67(LC 12),4=-67(LC 12),6=-3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection e of thstanding lb 7)See Standard Industry Piggyback bTruss Connection Detail for Connecy others)of truss to bearing plate tion lto base truss as pplicable,ifot aconsult qualified building e�",,n'PS A-.44 pq��s4�, designer. ,�� \��.`� •Et• e e �O �', •'9 io No 39380 'Q= 53- F :411 � e s/0 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; February 26,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE �' Design vaild for use only with MITek9 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 Mff'e k' Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 15293TO T01 GABLE 1 1 Job Reference(optional) 713330299 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:14 2018 Pagel I D:RM ENI BSOsIpEA2ji Frz5c7yVYhx-_wrRQgb_KH5JapSH99gnluSBczDfAU BH PD t aazzhKh7 6-9-8 12.1.8 17-5-8 24-3-0 6-9-8 5-4-0 5-4-0 6-9-8 5x6= Scale=1:49.7 10 y 11 12 7.00 Fl2 49 8 r 50 4x5 i 7 13 4x5 6 - 14 5 9 15 42 4 8 16 3 3x8 1 41 3x8 II 17 r 2 3x8 I 7 40 18 3x8 I a 1 0 N 3x8 III 19a i IN 00 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x4= 7x10= 3x8 II 3x8 I 03r0 6-9-8 12-1-8 17-5-8 24-0-0 24 9-0 GO 6-6-8 5-4-0 5-4-0 6-6-8 0-3 0 Plate Offsets(X Y)-- (1:0-0-0,0-0-111,71:0-1-13,Edgel,(19:0-0-0,0-0-111,(19:0-1-13,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 34-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.14 34-35 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 19 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:192 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):38,41 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=970/0-3-8,19=970/0-3-8 Max Horz 1=-201(LC 10) Max Uplift 1=-598(LC 12),19=-598(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1449/1419,2-3=-1441/1435,3-4=-1415/1443,4-5=-1398/1455,5-6=-1364/1453, 6-7=-1030/1089,7-8=-979/1069,8-9=-1002/1111,9-10=-986/1088,10-11=-986/1088, 11-12=-1002/1111,12-13=-979/1069,13-14=-1030/1089,14-15=-1 364/1453, 15-116=1 398/1455,16-17=-1415/1443,17-18=-1441/1435,18-19=-1449/1419 BOT CHORD 1-36=-1157/1212,35-36=-1157/1212,34-35=-1157/1212,33-34=-1157/1212, 32-33=-1157/1212,31-32=-1157/1212,30-31=1157/1212,29-30=-1157/1212, 28-29=-1157/1212,27-28=-1156/1212,26-27=-1156/1212,25-26=-1156/1212, ,111111111pp®�' 24-25=-1156/1212,23-24=-1156/1212,22-23=-1156/1212,21-22=-1 156/1212, `v0ONS A. ,q 20-21=-1 156/1212,19-20=-1156/1212 �� \v .......... �e pie WEBS 10-28-897/777,6-39=-549/596,38-39=-511/555,37-38=-556/605,28-37=-548/597, ee � .^ G E N S • '9iy �� 6-32=-316/246,28-40=-5481597,40-41=-556/605,41-42=-511/555,14-42=-549/596, : •• �•••. 14-24=-316/246 No 39380 _ NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. "d II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-9-8,Interior(1)2-9-8 to 12-1-8,Exterior(2)12-1-8 to F 15-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and a •. ��v forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 os�'� Q P:• ee 0 R 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 ��s•'•. .• `CY Gable End are 2x4Details as applicable,unlessor consult o s it qualified building designer as per ANSUTPI 1. 4) ✓�I,S�ON A'�`®��0, 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A.Alban!PE No.39380 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MITek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) Date: 1=598,19=598. February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �,A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 1T e'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/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 F Qty Ply ` T13330300 15293TO T02 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:15 2018 Pagel I D:RM ENI BSOsipEA2ji Frz5c7yVYhx-S6PpeOcc5aDABzl TjtLO16?CvNXCvNU Retn76PzhKh6 6-2-8 12-1-818-0-8 24-3-0 6-2-8 5-11-0 5-11-0 6-2-8 6x6= Scale=1:47.2 4 7.00 FIT 23 24 2x4 \\ 2x4 3 5 25 5x6 2 22 5x6 6 1 7 T6 9 26 27 8 4x10 ii 6x6= 6x6— 4x10 11 0 3•n 8-2-3 16-0-13 24-0-0 24 a-0 0-3-0 7-11-3 7-10-11 7-11-3 Plate Offsets(X Y)-- f 1:0-3-8 Edqel 17:0-6-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.28 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.42 8-9 >692 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 7 nta n/a BCDL 10.0 Code FBC2017/TP12014 Mattix-MS Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=970/0-3-8,7=970/0-3-8 Max Horz 1=-201(LC 10) Max Uplift 1=-599(LC 12),7=-598(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1245/1215,3-4=-1118/1258,4-5=-1118/1258,5-7=-1245/1215 BOT CHORD 1-9=-923/990,8-9=-579!722,7-8=-923/990 WEBS 4-8-580/417,5-8=-320/196,4-9=-580/417,3-9=-320/196 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to 15-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and ,e�r,1111 � fomes&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 a��,., NS A- q 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % �\v'• • .. �e 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`�� GE N will fit between the bottom chord and any other members,with BCDL=10.Opsf. i 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except gt=lb) No 39380 1=599,7=598. *, s :�� e 0 N A1- Thomas A.Albert PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 1,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not - a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing :I��q iy ek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pi1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330301 15293TO T02A Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:16 2018 Page 1 ID:RMENIBSOstpEA2jiFrz5c7yVYhx-wJzBrMdEsuL1 p7cgHasFgJYVumxjez6atXWhfrzhKh5 6-2-8 12-1-8 18-0-5 1811.8 20-5-14 22.11-0 ,24-3-0, 6-2-8 5-11-0 5-10-13 0- -3 2-4-6 2-5-2 5x6= Scale=1:49.5 3 7.00 FIT 18 19 4.00 Ll2 2 4 3x6 5 4x5 6 17 7 8 3x4 II 14 13 12 11 10 9 6x6= 6-2-8 12-1-8 18-0-5 1811-8 20-5-14 24-3-0 6-2-8 5-11-0 5-10-13 0 -3 2-4-6 3-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-S Weight:115 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14:2x6 SP No.2 REACTIONS. All bearings 24-3-0. (lb)- Max Horz 14=233(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s)14,10 except 13=-248(LC 12),15=-104(LC 12),11=-216(LC 12) Max Grav All reactions 250 Ib or less at joint(s)9,9,10,15 except 14=262(LC 1),13=674(LC 17),12=523(LC 18),11=569(LC 18) FORCES. ((b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-381/317,3-4=-374/300 WEBS 2-13=-511/317,6-16=-3271157,15-16=-320/143,4-11=-431/278 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=45fh L=24ft;eave=4fh Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-1-8,Extedor(2) 12-1-8 to 15-1-8,Interior(1)19-3-1 to 24-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;porch left ,9911 t i t►10/0 and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 o,�A p,S A. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s�� +� .•• G•E N s•• '9/G os 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F•••. will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 39380 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,10 except Qt=1b)13=248,15=104,11=216. 33 i •• •'� 00••. s O N A-E e. 111111111010% 11x111 t Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 26,2018 ®WARN/NG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p��T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing `6V ffek. 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 713330302 15293TO T03 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:17 2018 Pagel I D:RMENI BSOsipEA2ji Frz5c7yVYhx-OV W a2iesdBTuRH BsgH NU NX4cAAEYNJ Pk5 BGEBlzhKh4 6-2-812-1-5 18-0-5 22-0-1 26-3-5 6-2-8 5-11-0 5-10-13 3-11-12 4-37 5x6= Scale=1:48.6 4 7.00 Fl2 17 18 4x5 i 5 6x8 zzz 4.00112 3 4x5 6 19 16 2x4 11 5x6 i 7 1 2 io 1 11 10 9 8 4x10 11 2x4 11 7x10= 4x5= 4x5= 6-2-8 12-1-8 18-0-5 26-2-14 2613-5 r 6-2-8 5-11-0 5-10-13 8-2-9 0-0-6 Plate Offsets(X Y)-- [1:0-3-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1045/0-5-8,8=1045/0-7-0 Max Harz 1=205(LC11) Max Uplift 1=-274(LC 12),8=-274(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=1 482/456,3-4=-1144/430,4-5=-1 140/422,5-6=-1534/480 BOT CHORD 1-11=-360/1256,10-11=-360/1256,9-10=390/1418,8-9=-410/1229 WEBS 5-10=-623/249,4-10=-210(753,6-9=0/286,3-10—471/205,6-8=-1424/473 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;6=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to nLumber DOL-- , 01 60 plate grip DOL 1d60 vertical left and right exposed;C-C for members and forces&MW FRS for reactions shows1eo�t®��PS <'��,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 0 .......... • .. a 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 ,�� .•°''GEN& S°•.�2-�; will fit between the bottom chord and any other members. i '• �' F 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) No 39380 1=274,8=274. ,�� j ; 4�*FF R ��`% 1111111100 Thomas A.Alban[PE No,39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,201 E ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A� e' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ..Mi dT ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 713330303 15293TO T04 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:18 2018 Page 1 ID:RM ENI BSOsI p EA2jiFrz5c7yVYhx-sh4yG2eUOVbl2Qm2O?ujwkdmlaZa6j NtKq?njkzhKh3 6-2-8 12-1-8 18-0-5 23-0-1 28-3-5 6-2.8 5-11-0 5-10-13 4-11-12 5-3-4 5x6= Scale=1:50.2 4 7.00 12 18 19 45 i 6x8 zzz 5 4.00 L12 3 4x5 6 5x6 i 17 20 4x5 2 7 12 it 10 9 8 4x10 11 2x4 11 7x10= 6x6= 5x6= 2x4 11 6-2-8 12-1-8 18-0-5 23-0-1 28-3-5 66 2-8 5-11-0 5-10-13 4-11-12 5-3-4 Plate Offsets(X Y)-- (1:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.10 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:1581b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. SLIDER Left 2x8 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1125/0-5-8,8=1125/0-7-0 Max Horz 1=-206(LC 10) Max Uplift 1=-295(LC 12),8=-295(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1608/494,3-4=-1292/467,4-5=-1289/463,5-6=-1905/593,6-7=-2033/601, 7-8=1065/373 BOT CHORD 1-12=-350/1325,11-12=-350/1325,10-11=-454/1748,9-10=-538/1885 WEBS 5-11=-871/331,4-11=-248/880,5-10=01260,7-9=-466/1745,3-11=-454/203 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to ,01111111111111111 15-1-8,Intedor(1)18-0-5 to 28-1-9 zone;end vertical left and fight exposed;C-C for members and forces&MWFRS for reactions %% ^n NS A. ,q 1% shown;Lumber DOL=1.60 plate grip DOL=1.60 �% �`V` 4e pie 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .••�(,S�/S•• 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. No 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=295,8=295. i O:• Thomas A.Alberti PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®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 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 .:moi ghee' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T13330304 15293TO T05 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:19 2018 Page 1 I D:RMENI BSOsIpEA2j i Frz5c7yVYhx-LueKTOf69pjcgaLEyi PySy9wo_sNrHdOZUI LFAzhKh2 -2-8 12-1-8 18-0-5 23-11-2 29-11-0 6-2-8 5-11-0 5-10-13 5-10-12 5-11-14 6 5x6= Scale=1:53.7 4 7.00 12 20 21 4x5 i 6x8 3 5 4.00 Ll2 ;l 4x5 C 5x6 i 19 6 2 22 1 7 I� - o 0 11 10 9 8 4x10 11 2x4 1 7x10= 6x8= 2x4 11 4x5= 3x8 I 6-2-8 12-1-8 18-0-5 23-11-2 29-11-0 6-2-8 5-11-0 5-10 13 5-10-12 5-11-14 Plate Offsets(X Y)-- f 1:0-3-8 Edge) (7:0-0-0 0-1-13) [7:0-3-2 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.33 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-10 WEDGE Right:2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1197/0-5-8,7=1197/0-5-8 Max Horz 1=-205(LC 10) Max Uplift 1=314(LC 12),7=-314(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1729/5271 3-4=-1422/502,4-5=-1 4211500,5-6=-2253/679,6-7=-2751/806 BOT CHORD 1-1 1=-3341141 8,10-11=-334/1418,9-10=495/2063,8-9=-696/2558,7-8=-696/2558 WEBS 4-10=-286/993,5-9=-23/387,6-9=-5371216,5-10=-1 120/397,3-10=-443/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)11;Exp,CS Encl.,IDE lGCpi 0.18;MWFRS(directional)onal)and CIC Exterior(2)0-0-0 to 3-0-0,Inte orr(1)3-0-0 to 12-1-8,Exterior(2)2f1-8 to �e�Pg'A 15-1-8,Interior(1)18-0-5 to 29-11-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,o ,e B , shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ` •'•\G•E N 8•••.9�j 's 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 : No 39380 s 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)except Ot=1b) _ 1=314,7=314. i411 Z I � 0NA1-�c Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only wilh MITeke,connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13330305 15293T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:20 2018 Page 1 I D:RMENI BSOsipEA2jiFrz5c7yVYhx-p4Cihkgkw6sTlkwRW QwB?9i5XODYaeRAnBUuodzhKh1 6-1-12 12-0-0 17-10-13 22-10-11 27-8-2 29-9-8 , 6-1-12 5-10-4 5-10-13 4-11-14 4-9-6 2-1-6 5x6= Scale=1:54.5 4 7.00 12 22 23 4x5 i 6x8 g 5 4.00 L12 4x5 6 5x6 i 21 2 24 4x5 7 1 B Im 0 13 12 11 10 9 5x12 11 2x4 11 7x10= 6x6= 5x6= 2x4 11 4x5= 3x8 11 6-1-12 12-0-0 17-10-13 22-10-11 27-8-2 29-9-8 6-1-12 5-10-4 5-10-13 4-11-14 4-9-6 2-1-6 Plate Offsets(XY)-- (1:0-3-8,Edgel (8:0-0-0,0-1-131,(8:0-3-2,Edge),(10:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 9 Na n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:162 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1080/0-4-0,8=-273/Mechanical,9=1576/0-4-15 Max Horz 1=203(LC 10) Max Uplift 1=-284(LC 12),8=-273(LC 1),9—409(LC 12) Max Grav 1=1080(LC 1),8=68(LC 12),9=1576(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 513/466,3-4=-1205/445,4-5=-1 204/436,5-6=-1704/528,6-7=-1629/476, 7-8=-147/602 BOT CHORD 1-13=-28111226,12-13=-281/1226,11-12=-363/1566,10-11=375/1499,9-10=-523/145, 8-9=-523/145 WEBS 4-12=-227/804,5-12=-738/296,3-12=-432/196,7-9=-1399/481,7-10=-522/2064, 6-10=-349/158 ,o♦%,vtJ1 11 Al B/q/,1151� NOTES- % Q\�' 2)Wind:ASCE1)Unbalancedroof 7-10;Vult=130mph(3 second gust)Vasdlive loads have been considered for =10 mlph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. `♦♦♦��,•��GEN S�•q�'�y' II;Exp C;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 12-0-0,Exterior(2)12-0-0 to = No 39380 e 15-0-0,Interior(1)17-10-13 to 29-9-8 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. 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 d"0 will fit between the bottom chord and any other members. s 4U 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) R,0 P,, N ♦♦o 1=284,B=273,9=409. �'? Thomas A.Alban[PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa R-33610 Date: February 26,2018 ®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(D connectors.This design Is based only upon parameters shown,and is for an individual building component,not a IRM 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 MIT9k' 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 713330306 15293TO T06A Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:21 2018 Page 1 ID:RMENIBSOslpEA2jiFrz5c7yVYhx-HGm4u3hNgQ_KvuUd37SQXNFIW nbLJ6pJOoESK3zhKhO 6-1-12 12-0-0 17-10-13 21-9-8 25-8-1 29-9-8 6-1-12 5-10-4 5-10-13 3-10-11 3-10-9 4-1-7 5x6= Scale=1:53.1 4 7.00 FIT i9 20 4.00112 4x5 i 6xB 5 3 6x6= 2x4 11 4x5= 6 7 8 5x6 18 21 22 2 1 13 12 11 10 9 4x10 I 2x4 II 7x10= 6x6= 4x10= 3x5 1! 6-1-12 12-0-0 17-10-13 25-8-1 21-9-8 29-9-B 6-1-12 5-10-4 5-10-13 3-10-11 3-10-9 4-1-7 Plate Offsets(X Y)-- [1:0-2-8,0-0-21,[9:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.14 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Weight:170 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 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, Except: SLIDER Left 2x8 SP No.2 1-6-0 6-0-0 oc bracing:9-10. REACTIONS. (Ib/size) 1=926/0-4-0,9=-496/Mechanical,10=1942/0-4-15 ' Max Horz 1=-1 67(LC 10) Max Uplift 1=-238(LC 12),9=496(LC 1),10=-504(LC 12) Max Grav 1=926(LC 1),9=119(LC 12),10=1942(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1260/389,3-4=-934/362,4-5=-926/349,5-6=-980/305,6-7=-229/809, 7-8=-229/809,8-9=108/510 BOT CHORD 1-13=-335/1061,12-13=-335/1061,11-12=-272/920,10-11=-156/390 WEBS 4-12=-144/547,5-12=-299/139,5-11=2931163,6-11=-141/673,7-10=-288/179, 8-10=-1010/290,6-10=-1 505/471,3-12=4138/206 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--15ft;L=30ft;eave=oft;Cat. 0�� A NS A. A II;Exp C;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 12-0-0,Extedor(2)12-0-0 to �� e 15-0-0,Interior(1)17-10-13 to 21-9-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate a��O••\G•E N S°••.9�i�is grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 39.380 do 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r * v 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. ; 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) o-53 411e 1=238,9=496,10=504. -.0.0 % sod °O R 1 O° �N IO N A 1"`J` % e1ltni Thomas A.Albanl PE No:39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a miss 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 -Mi'Tek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 713330307 15293TO T07 Monopitch Girder 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:22 2018 Page 1 I D:RMENI BSOsipEA2j i Frz5c7yVYhx-ISKT6Pi?Rk6AX23pdrzf4anQaBwk2kCTFSz?sVzhKh? 6-0-0 6-0-0 2x4 11 Scale=1:25.9 3 7.00 12 4x5 i 2 1 1 9 10 4 NAILED JUS24 3x8 11 2x4 11 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-3-12.0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.08 4-7 >861 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.10 4-7 >682 180 BCLL 0.0 ' Rep Stress Incr NO WIB 0.00 Horz(CT) -0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=46/0-5-8,4=-12/Mechanical Max Horz 1=140(LC 8) Max Uplift 1=-198(LC 8),4=-365(LC 8) Max Grav 1=243(LC 28),4=282(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-456/808 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 C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord five 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. ,,,'`e 11111 4)Refer to girder(s)for truss to truss connections. 1O^p rj A. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) vol P q e 1=198,4=365. o;�� .••G E n/9 6)Use USP JUS24(With 1 O nails into Girder&1od nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to i F• •. front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. No 39380 7)Fill all nail holes where hanger is in contact with lumber. 4 8)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidfines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ry- LOAD CASE(S) Standard : F UJ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-60,4-5=-20 �e�`` •• 0 R �••�G�oo� Concentrated L 16s(ll)10=273(F) ®,�SSi1ONA114 111 Thomas A.Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. � Design valid for use only with 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 indfcated is To prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ffek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSi/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330308 15293TO TOB Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:24 2018 Page 1 I D:RM E NI BSOsipEA2jiFrz5c7yVYhx-hrSD W 5j FzLMumLDCIG?79?toS?f BW TYmimS6wOzhKgz 5-10-8 12-0-0 18-1-8 22-4-8 $3-8-1p 26-7-6 29-0-5 34-2-8 37-4-0 39.8.0 , 5-10-8 6.1.8 6-1-8 4-3-0 1-4-1' 2-10-15 2-4-13 5-2.3 3-1-9 2-4-0 Scale=1:70.1 5x6= 7.00 F12 3 NAILED 4x5= 6x6= 6x6— 4x10= 2x4 II 7x6= 4x5= 1 I 4 5 6 NAILED 7 NAILED NAILED 8 N1718 19 21 22 M v 16 15 14 13 12 11 23 24 10 25 26 27 9 2x4 11 4x5= 7x10= US= 6x6 4x10= NAILED 4x5= NAILED 3x5 II NAILED NAILED NAILED 5-10-8 12-0-0 18-1-8 23-8-10 26-7-8 29-0-5 34-2-B 37-4-0 39-8-0 , 5-10-8 6-1-8 6-1-8 5-7-2 2-10-15 2-4-13 5-2-3 3-1-8 2-4-0 Plate Offsets(X Y)-- 19:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.10 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 12 nia n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Weight:240 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x4 SP Not except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 16=813/0-4-0,9=803/0-4-0,12=1992/0-4-1 Max Horz 16=101(LC 7) Max Uplift 16=-245(LC 32),9=-462(LC 5),12=-861(LC 8) Max Grav 16=824(LC 21),9=900(LC 36),12=2059(LC 38) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-773/266,1-2=-851/260,2-3=-748/285,3-4=-746/284,4-5=-512/247, 5-6=-477/453,6-7=-477/453,7-8=-820/475,8-9=-816/506 BOT CHORD 14-15=-269/876,13-14=-256/533,12-13=-7011295,11-12=-701/295,10-11=-4901831 WEBS 11-15=-3114/1028,2-15=490/2531 2-14=-389/139,3-14=-74/356,4-13=-725/296, 5-1.3=-399/1375,5-12=-1962/938,6-11=-322/181,5-11—855/1485,7-11=611/86, 7-10=-307/418,8-10=-587/999 NOTES- 1)Unbalanced roof live loads have been considered for this design. `0,11111111//,1' 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B–_45111;L=40ft;eave=5ft;Cat. ,`O��pPg q- q !,� II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 � �� Q\V` •, �e 3)Provide adequate drainage to prevent water ponding. ��v ��.•• G E N S•• �� ee 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F• •. / �� 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 16=245,9=462,12=861. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25•)toe-nails per NDS guidlines. 0_z 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O;•. •;�4/1 LOAD CASE(S) Standard ,0.i�'� 0 P:• �� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 eee�ss.,0 R •. `G Uniform LoadspVert:1-2If-60,2-3=-60,3-4=-60,4-8=-60,9-16=-201-O N A1111111% Concentrated Loads(Ib) Vert:19=-100(B)20=-100(B)21=-100(B)22=-100(B)23=149(B)24=-52(B)25=-52(B)26=-52(B)27=-52(B) Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 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 applicabUlh/of design parameters and properly Incorporate this design Into the overall T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing •�p�ffe ka Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ;, M Qty Ply T13330309 15293TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:25 2018 Page 1 I D:RM ENI BSOsIpEA2ji Frz5c7yVYhx-91?bkRktkfU IOVoOlzW Mi DPw2PwsFtrvxQCfSgzhKgy 7-7-4 12-0-0 16-4-12 21-1.6 23-8-3 ,25-9-15 31-7.4 37.4-0 39-8-0 7-7-4 4-4-12 4-4-12 4-8-10 2-6-14 2-1-12 5-9-4 5-8-12 4 Scale=1:70.1 6x6= 7.00 F12 3 3x4 5- 16 3x4 i 3x4 G 6x6= 4x5= 6x6= 3x4 4x10= 6x8= 4x5= i 1 15 4 5 6 7 14 Z 19 N in a 1 � 13 12 20 21 11 10 9 8 2x4 11 7x10= 7x10= 6x6 4x10= 2x4 11 7-7-4 16-4-12 23-8-3 25-9-15 31-7-4 37-4-0 39-8-0 7-7-4 8-9-8 7-3-7 2-1-12 5-9-4 5-8-12 2-4-0 Plate Offsets(X,Y)-- [11:0-4-12,Edgel,f12:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.29 11-12 >988 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.45 11-12 >626 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Weight:251 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-6-11 (3-11); REACTIONS. (Ib/size) 13=817/0-4-0,8=448/0-4-0,10=1886/0-3-6 Max Horz 13=-72(LC 10) Max Uplift 13=-212(LC 12),8=-157(LC 9),10=500(!_C 12) Max Grav 13=817(LC 1),8=480(LC 22),10=1886(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-756/310,1-2=-797/239,2-3=-1026/369,3-4=-732/266,4-5=-568/153, 5-6=3441127,6-7=-344/127,7-8=-409/198 BOT CHORD 11-12=-164/546,10-11=-494/164,9-10=-494/164 WEBS 1-12=-273/945,2-12=-854/401,3-12=-185/636,4-11=-659/326,5-11=-383/1290, 5-10=-1 738/666,5-9=-302/935,6-9=-510/311,7-9=-140/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,,�►111 t 1 d Illl� 2)IWIExp CSEncICE?,IGC ii10.18oMWFRS(dmph irectional)and CIC Exterior(2)0-1-10psf;2 to 41C6LIntenor(1)4-1 6 tot-f0-0,Exterior(2)2-52toco t ♦�e�,�PS A- A4 ♦ Q <� to 15-11-10,Interior(l)(1)16-4-12 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �♦e �` .•' Ci S IN$'• �� o grip DOL=1.60 0` �••'. �'� 3)Provide adequate drainage to prevent water ponding. o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members,with BCDL=1 o.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) '9 Q 13=212,8=157,10=500. o-33 441 Z ON AL EV,�♦ /!11111 Thomas A.Alban[PE No.39380 MITek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED mn-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 on 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 �p�/r i�@0 dT ek' Is always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI 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 713330310 15293TO T10 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:27 2018 Pagel I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-6Q7L9717GGkTdpynQOZgneV IECfUjgkCOkhmXjzhKgw 4-8-0 9.4-0 12.0-0 14.8.0 , 19.3-0 23-8-3 25-9-15, 31-7-4 37-4-0 39-8-0 , 4-8-0 4-8.0 2.8-0 2-8-0 4-7-D 4-5-4 2-1-12 5 9-4 5-8-12 2-4-0 Scale=1:70.1 7.00 12 5x6= _ 4 j 4x5= 2x4 11 7x6— 7x6 2x4 11 7x10= 2x4 11 4x5= = 1 2 5 6 7 8 9 17 18 19 20 9 16 t5 21 22 14 23 24 13 12 25 11 26 10 2x4 4x10= 7x10= 4x10= 6x6= 4x10= 2x4 11 4-8-0 9-4-0 12-0-0 , 14-8-0 19-3-0 23-8-3 25-9-15, 31-7-4 37-4-0 39-8.0 , 4-8-0 4-8-0 2-8-0 2-8-0 4-7-0 4-5 4 2-1-12 5-9-4 5 8-12 2-4-0 Plate Offsets(X,Y)-- 17:0-4-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.2010-11 >966 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:273 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS. (Ib/size) 16=835/0-4-0,10=476/0-4-0,12=1839/0-3-8 Max Horz 16=-44(LC 10) Max Uplift 16=-219(LC 12),10=159(LC 9),12=-483(LC 12) Max Grav 16=835(LC 1),10=512(LC 24),12=1839(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-801/307,1-2=-515/169,2-3=-515/169,3-4=-719/243,4-5=721/240, 7-8=330/110,B-9=-330/110,9-10=439/208 BOT CHORD 14-15=-235f721,13-14=-199/609,12-13=-364/117,11-12=-353/113 WEBS 3-14=-329/163,4-14=-142/547,7-12=-1709/637,7-11=-2631810,8-11=531/323, 9-11=-131/389,7-13=-320/1028,5-13=-615/210,1-15=-280/858,2-15=-322/206, 3-15=-322/109 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=40ft;eave=5ft;Cat. ,�! S A- If II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 12-0-0,Exterior(2)12-0-0 ,�`O�P q�e.. �oA� to 14-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��,``j` •'•\G S•••.9�i �i 3)Provide adequate drainage to prevent water ponding. F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) e 16=219,10=159,12--483. U •: F ronn► Thomas A.Alban[PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10103/2015 BEFORE USE � Design valid for use only with 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.Addilionai temporary and permanent bracing WiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,AUexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330311 1 15293TO T11 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:29 2018 Page 1 1 D:RMENI BSOsIpEA2ji Frz5c7yVYhx-2pF6apnOot_Bt769Xpbls3ae3OK9BkiVs2AtbbzhKgu 7-11-4 15.10-12 23-8-3 25-9-15, 31-7.4 37-4-0 39.8.0 , 7-11-4 7-11-8 7-9-8 .2.1-12 5-9.4 5-8-12 2-4-0 Scale=1:67.6 4x5= 2x4 11 7x6= 4x10= 6x8= 4x5= 1 13 2 14 15 3 4 16 17 5 18 6 12 19 11 20 10 21 9 22 8 23 7 2x4 11 7x10= 6x6= 6x6 4x10= 2x4 11 7-11-4 15-10-12 23-8-3 25-9-15 31-7-4 37-4-0 39-8-0 7-11-4 7-11-8 7-9-8 2-1-12 59_4 5-8-12 2-4-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.11 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 7-8 >890 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 9 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12,4-9 REACTIONS. (lb/size) 12=875/0-4-0,7=535/0-4-0,9=1740/0-3-8 Max Uplift 12=-246(LC 8),7=-169(LC 9),9.448(LC 12) Max Grav 12=918(LC 17),7=566(LC 17),9=1855(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-807/338,1-2=682/224,2-3=-681/224,3-4---596/188,4-5=-309/108, 5-6=-309/108,6-7=-464/232 BOT CHORD 10-11=-200/615 WEBS 1-11=-294/900,2-11=-510/310,3-10=-537/290,4-10=-310/1045,4-8=-198/630, 5-8=-516/314,6-8=-1351390,4-9=-1 582/614 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=40ft;eave=5ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,1ntedor(1)4-1-6 to 39-6-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. A, 4)'This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� v`• .. �e �j will fit between the bottom chord and any other members,with BCDL=IO.Opsf. ,e��•• G N S•• ��j�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) F•••. i� 12=246,7=169,9=448. N o 39380 � * r e � I • � sem,'�S• ••� R 1 Q• % O N A' Thomas A.Albanl PE No.39380. MITek,USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing :MIT e 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 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 713330312 15293TO T12 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:30 2018 Page 1 I D:RM ENI BSOsI pEA2jiFrz5c7yVYhx-W?pUnBoOZB62UGgM5W 6XPG7pkQgRwBSe5ivQ71 zhKgt 77-11.4 15-10.12 23-8-3 37-44 5-8-1-02 I98-00 59 32-411 1-4 7-11-8 7- - 22- 12 Scale=1:67.6 4x5= 2x4 11 7x6= 4x10= 6x8= 4x5= 1 13 2 14 15 3 4 16 17 5 18 6 12 19 11 20 10 21 9 22 8 23 7 2x4 11 7x10= 6x6= 7x6 4x10= 2x4 11 7-11-4 15-10-12 23-8-3 25-9-15 31-7-4 37-4-0 39-8-0 , 7-11-4 7-11-8 7-9-8 2-1-12 5-9-4 5-8-12 2-4-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 7-8 >794 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MS Weight:269 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12,6-7,2-11,3-10,4-9,5-8 REACTIONS. (Ib/size) 12=895/0-4-0,7=565/0-4-0,9=169010-3-8 Max Uplift 12=-252(LC 8),7=1 76(LC 9),9=432(LC 12) Max Grav 12=959(LC 17),7=608(LC 17),9=1849(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=827/345,1-2=-629/203,2-3=628/203,3-4=-574/179,4-5=-300/105, 5-6=-300/105,6-7=-495/243 BOT CHORD 10-11=-189/589 WEBS 1-11=-285/885,2-11=-5111311,3-10---517/283,4-10=-280/975.4-9=-1533/596, 5-8=-517/315,4-8=-170/551,6-8=-142/408 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=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. e,`le 111111II�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e�� S A- 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. ♦e�� .•' (,•E(V S"• '��i� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) •• F••• / v 12=252,7=176,9--432. No 39380 b • �� i s •• 0�,� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 0 WARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component-not a truss system.Before use,the building designer must 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 •MBTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330313 1529370 T13 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:31 2018 Page 1 I D:RM ENI BSOsI pEA2ji Frz5c7yVYhx-_BNs_U peKV Ev6QFYf EdmxUf_QpOFfcNoJ MfzgUzhKgs 7-11-4 15-10-12 23-8-3 31-7-4 __ 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0-12 Scale=1:67.6 4x5= 2x4 11 7x6= 4x10= 6x8= 4x5= 1 13 2 14 15 3 4 16 17 5 18 6 ,NI / L - \_ZVI � e F 12 19 11 20 10 21 9 22 8 23 7 2x4 11 7x10= 6x6= 7x6 4x10= 2x4 11 7-11-4 15-10-12 23.8-3 31-7-4 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 7-8 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:284 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12,6-7,2-11,4-9,5-8,3-10 REACTIONS. (Ib/size) 12=915/0-4-0,7=594/0-4-0,9=1641/0-3-8 Max Uplift 12=-257(1_C 8),7=11 83(LC 9),9=-417(LC 12) Max Grav 12=995(LC 17),7=647(LC 17),9=1833(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-847/353,1-2=-587/187,2-3=-587/187,3-4=-554/172,4-5=-292/103, 5-6=292/103,6-7=-524/254 BOT CHORD 10-11=-181/567 WEBS 1-11=-281/884,2-11=-512/311,4-9=-1484/57815-8=-518/315,6-8=-150/427, 4-8=147/496,3-10=-4981275,4-10=-257/919 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=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. e`��11111111111r. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �®pn S A_ ,�, 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 % O P ;q e '00 will fit between the bottom chord and any other members,with BCDL=10.Opsf. See ENS•• '9� oil 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) •• V F•••, / v 12=257,7=183,9=417. No 39380 441 i Z i •�'S'`S0 R 'ON111111 /�l Thomas A.Alban[PE No.39380. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a huss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall {I��e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing B� 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee-Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply � 713330314 1529370 T14 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:33 2018 Page 1 I D:RM E NI BSOsi pEA2ji Frz5c7yVYhx-waUd PAqus6UdLkPxmffEOvl I W dhl7VQ4ng84kMzhKgq 7-11-4 15-10-12 23-8-3 31-7-4 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0-12 Scale=1:67.6 45= 2x4 11 7x6= 4x10= 6x6= 4x5= 1 13 2 14 15 3 4 16 17 5 16 6 JN-ZV�N /� i 12 19 11 20 10 21 9 22 6 23 7 2x4 II 7x10= 6X6= 2x4 11 7x10= 2x4 11 7-11-4 15-10-12 23-8-3 31-7-4_ 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 7-8 >697 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:297 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12,6-7,2-11,3-10,4-9,5-8 REACTIONS. (Ib/size) 12=932/0-4-0,7=619/0-4-0,9=1599/0-3-8 Max Uplift 12=-262(LC 8),7=-189(LC 9),9=-403(LC 12) Max Grav 12=1025(LC 17),7=681(LG 17),9=1814(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-870/359,1-2=-555/175,2-3=-555/175,3-4=-536/166,4-5=-288/101, 5-6=-288/101,6-7=-549/263 BOT CHORD 10-11-174/548 WEBS 1-11=-279/887,2-1 1=-513/312,3-10=-481/269,4-10=239/876,4-9=-1455/562, 4-8=-130/454,5-8=-519/316,6-8=-156/444 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=40ft;eave=5ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 0,06111 L fit, �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P OOpn S A, 4 ,to, 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 A e will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,ems .•• G E�%S•• ��k'♦ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 6t=1b) F•••. 12=262,7=189,9=403. i No 39380 � * r e � s �0 N Ao N''% Thomas A.Albanl PE No.39380 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE �� Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing :M!Tek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . Oty Ply 713330315 15293TO T15 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:34 2018 Page 1 I D:RM ENI BSOsipEA2jiFrz5c7yVYhx-Om2?d W rW dQcUzu_7KM BTZ6Hel l ABsBGE?KteGpzhKgp 17-4-8 17-4-8 1 Scale=1:54.9 7.00 F12 13 12 11 10 9 6x6 i 8 7 6 5 4 3 2 1 N O 3x8 II 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6= 17-4-8 17-4-8 Plate Offsets(X Y)-- 11:0-0-6 0-0-111 11:0-0-13 0-5-61 f 1:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16,12-17 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 17-4-8. (lb)- Max Harz 1=422(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)15,1,16,17,18,19,20,21,22, 23,24,25,26 except 27 Job Truss Truss Type , t Oly Ply T13330316 15293T0 T16 Monopitch Supported Gable 1 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:35 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-tzcNgss9NjkKb2ZJu3ii6KgpURW ObbVNE_dBpFzhKgo 17-6-0 17-6-0 1 Scale=1:54.9 7.00 F12 13 12 11 10 9 6x6 i a 7 6 5 4 � 3 2 1 0 3x4= 27 26 25 24 23 22 21 20 19 18 17 16 is 6x6= 17.6-0 --� 17-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stresslncr YES WB 0.12 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight:162 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16,12-17 REACTIONS. All bearings 17-6-0. (lb)- Max Harz 1=422(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)15,1,16,17,18,19,20,21,22,23,24,25,26 except 27=-106(LC 12) Max Grav All reactions 250 Ib or less at joint(s)15,16,17,18,19,20,21,22,23,24,25,26,27 except 1=269(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-591/497,2-3=-505/422,3-4=-4621387,4-5=-418/350,5-6=-373/313,6-7=-330/277, 7-8=-286/242 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;8=45ft L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 2-10-0,Exterior(2)2-10-0 to 17-4-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind.(normal to the face),see Standard Industry `0 A NS A. q� Gable End Details as applicable,or consult qualified building designer as per ANSI/rPl 1. �� \�,� e ° 3)All plates are 2x4 MT20 unless otherwise indicated. ,�� .•• G E�f S '9Z i� 4)Gable requires continuous bottom chord bearing. w F �• 5)Gable studs spaced at 1-4-0 oc. ® s 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,1,16,17,18, "� e 19,20,21,22,23,24,25,26 except(jt=1b)27=106. ;0�,• .;��[/: Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7073 rev.10/0312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 713330317 15293TO T17 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:36 2018 Page 1 I D:RM ENI BSOsI p EA2j i Frz5c7yVYhx-L9Al2Csn81 tBCB8W SnDxeXN_gsaK23XTeMkLhzhKgn 20-4-0 20-4-0 1 15 Scale=1:63.3 7.00 12 14 13 12 11 10 9 6x6 i 8 7 6 r 5 4 i 3 2 vLI 1 6 3x4= 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 20-4-0 20-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n1a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 16-17,15-18,14-19,13-20,12-21,11-22 REACTIONS. All bearings 20-4-0. (lb)- Max Horz 1=490(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)17,1,18,19,20,21,22,23,24,25,26,27,28,29,30 except 31=-112(LC 12) Max Grav All reactions 250 Ib or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 except 1=308(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-683/5741 2-3=-592/493,3-4=-550/459,4-5=-505/422,5-6=-460/384,6-7=-4201351, 7-8=-376/317,8-9=-330/278,9-10=-286/241 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Extedor(2)3-0-0 to 20-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `,Oe�p NS A- A Gable End Details as applicable,or consult qualified building designer as per ANSITrPI 1. %% Q\�+`� �eo.' 3)All plates are 2x4 MT20 unless otherwise indicated. `ems .•' C,•E I% 4)Gable requires continuous bottom chord bearing. o o 5)Gable studs spaced at 1-4-0 oc. No 39380 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * r 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,1,18,19,20, 21,22,23,24,25,26,27,28,29,30 except Qt=lb)31=112. <U 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. ✓ 40w 11 0 N %%%N rtan�t Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.70/03)1015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual Wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wffek` 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 T13330318 116293TO T18 Piggyback Base 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:38 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-HXI W Ttul ge7vSVIuZCFPjySCceJFomgpwyrrPazhKgl i 5-10-8 11-5-8 17-0-9 20-4-12 1 22-7-1 28-2-8 , 33-9-8 39-8-0 5-10-B 5-7-0 5-7-0 3-4-3 2-2-11 5-7-0 5-7-0 ' 5-10-B 8x10% Scale=1:72.8 2x4 II 6x6 /! 5 6 7 7.00 12 4x5 i 4x5 4 8 6x6 i 6x8 Q 3 9 21 22 5x6 i � 3x4 II 2 10 1 I o 0 4x6 26 I Io 16 23 24 15 �4 4x10 II 6x6= 4x5= 13 11 _ 5x12= 6x8— 4x5= 22-7-7 i 8$-0 17-0-9 20-3-12 20-4-12 29-0-0 i 39-9-0 8-8-0 8-4-8 3-3-3 0--02-2-11i0-8-0 Plate Offsets(X Y)-- 11:0-6-10 0-0-21 f5:0-4-1 Edgel f 13:Edge 0-2-01 114:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.29 11-12 >788 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.58 11-12 >394 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) -0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:279 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 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 2-2-0 oc bracing:11-12. SLIDER Left 2x8 SP No.2 1-6-0 1 Row at midpt 6-14 WEBS 1 Row at midpt 4-15,5-14,7-13,8-13 REACTIONS. (Ib/size) 1=815/0-4-0,14=1589/0-3-8,11=75210-4-0 Max Harz 1=-283(LC 10) Max Uplift 1=257(LC 12),14=-331(LC 12),11=244(LC 12) Max Grav 1=815(LC 1),14=1635(LC 17),11=881(LC 18) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1 156/449,3-4=-10801459,4-5=-5751379,5-6=-3401341,6-7=-3481344, 7-8=372/326,8-9=-819/364 BOT CHORD 1-16=-277/1048,15-16—143!720,14-15=0/319,13-14=147!735,12-13=-105/556, 11-12=-224/712 WEBS 3-16=-317/208,4-16=-88/492,4-15=699/319,5-15=-158!715,5-14=-881/173, 8-13=-760/285,8-12=-32/486,9-11=-800/296 NOTES- l��%` PS,Aerq��'�� 1)Unbalanced roof live loads have been considered for this design. \�`• �e of 2)11;ExpCSEncl.,CE 10;Vult=130mph(3-second G pi=O.18;MW FRS(d ecctonal)and C-C Exterior(2)0-0-Ot)Vasd=101mph; to 3-1111-110,Interior(l)s 35111-B1 tof17-0-9,Exterior(2) Cat. ��(,°E N9�joo' 17-0-9 to 22-7-7,interior(1)28-4-3 to 39-6-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 No 39380 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. o 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 'd will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. i 441 Z 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) o ••. :=�Cle 1=257,14=331,11=244. ooQ••.° \ s, O N A;100". Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEI(REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 6Y5�til• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing t Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T13330319 15293TO T19 Piggyback Base Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:39 2018 Pagel I D:RMENIBSOsipEA2jiFrz5c7yVYhx-IksugDvfRyFm4ft47vmeGA?P12fAXD4z9cbPyOzhKgk 5-10-8 5-10-8 162--68--4 2 4179 —20344.12 222-7-1 -8-1-4 53--59--48 359-163 -53 -2-11 543 -80--08 i 8x10% 2x4 11 3x6= Scale=1:82.7 5 6 78 2x411 7.00 Fl2 4x5 i 4 4x5 9 6x6 NAILED i 7x10-Z�, O 32x4= 21 20 10 5x6 5�- 3x8 3x8— 3x8 4x5 12 11 19 16 28 17 16 I- �9 6x6= 4x5= 4x5= 15 NAILED 14 NAILED 13 NAILED 12 4x10 11 5x12= NAILED7x6= 4x5= 3x5 11 4x5= NAILED NAILED NAILED NAILED 22-7-7 5-10.8 5-10.8 164 2 9 20-4-020-4-12 28-4d 33.9-8 39.8-071 3-3-7 0-0'-12 5-8-13 5-5-4 5-10 2-2.11 Plate Offsets(X,Y)-- [1:0-7-6,0-0-61,[5:0-4-1,Edgel,[8:0-4-0,0-2-41,[12:0-2-12,0-0-121,f15:Edge,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.18 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.31 14-15 >727 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(CT) -0.02 12 n(a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight:312 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. 6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-11-13 oc bracing:15-16 SLIDER Left 2x8 SP No.2 1-6-0 7-10-3 oc bracing:13-14. 1 Row at midpt 6-16 WEBS 1 Row at midpt 5-17,5-16 JOINTS 1 Brace at Jt(s):20,21,22 REACTIONS. All bearings 0-4-0 except Qt=length)18=0-5-8,16=0-5-8. (lb)- Max Harz 1=283(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-182(LC 8),18=-262(LC 8), 16=-362(LC 8),12=-614(LC 8) Max Grav All reactions 250 Ib or less at joint(s)except 1=511(LC 1),18=974(LC 29), 16=1114(LC 29),12=1232(LC 30) FORCES- (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-591/261,4-5=-307/348,5-6=-222/356,6-7=-211/349,7-8=-224/343,B-9=-322/338, 9-10=-986/556,10-11=-1340/709,11-12=-1101/576 BOTCWEBS HORD 3-18=-527/229,4-8189-5261203?15 216-922/48389-211 928/4 6914120'287 6366,SO `,,o,�en1NS 1 A- q'r.��, 9-20=-287/666,10-14=-392/318,11-13=-489/1009 ,� O\`�'•........ �e �j# ' �.`,�� .• GENS.'- 9iL'oi NOTES- �• ' �� 1)Unbalanced roof live loads have been considered for this design. 0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=45ft L=40ft;eave=5ft;Cat. ;• NO 3*9380 II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 -33 ; 4U will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 Ib uplift at joint 1,262 Ib uplift at joint 18,362 lb uplift uplift iO R Q , iindicates 3-10d(0.148"x&') toe-nailspguidlines. , % 8) In he LOADCASE(S) ctolads applied the face htrusarenoted asfr t(F)or back(B). ONA ;`s11111111 oo LOAD CASE(S) Standard Thomas A.Alban)PE No,39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.R-Cert 6634 Uniform Loads(pif) 6904 Parise East Blvd.Tampa FL 33610 Vert:1-5=-60,5-8=-60,8-11=60,16-24=-20,12-15=-20 Date: February 26,2018 ®WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a If=system.Before use,the building designer must vedfy the appiicab9ity 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 ody.Additional temporary and permanent bracing Wffek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI l Quality Cdteda,DSB-89 and SCSI 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 713330319 15293TO T19 Piggyback Base Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:39 2018 Page 2 I D:RMEN I BSOsipEA2jiFrz5c7yVYhx-lksug Dvf RyFm4ft47vmeGA?P 12fAXD4z9cbPyOzhKgk LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10-53(F)13=-24(F)29-24(F)30-24(F)32=-24(F)33=-24(F)34-24(F)35=-24(F)36=-240(F) ®WARNING-Verify dsslgn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0.7473 rev.10/032015 BEFORE USE �� Design valid for use only with MITekm connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p,� 1' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MIT ek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSi/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 z Qty Ply 713330320 1529370 720 Common 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:40 2018 Page 1 I D:RM ENI BSOsIpEA2j i Frz5c7yVYhx-DwPGtZvHCGNdhp RHhdHtpNXXMS2JGji6OGKyUSzhKgj 6-2-8 12-6-1219-100 2q-4-0 6-2-8 6-4-4 7-3-4 0-6-0 7x10= Scale=1:74.5 56 7.00 12 15 2x4 I I 4 6x8 i O cb N 3 46 i 14 12 0Eb 9 8 7 4x10 11 6x6= 4x5= 2x4 11 6-2-8 12-6-12 20-4.0 6-2-8 6-4-4 7-9-4 Plate Offsets(X,Y)-- [1:0-7-6,0-0-61,[5:0-0-0,0-2-Oi,[6:0-1-12,0-1-Of LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.24 7-8 >384 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.33 7-8 >276 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) -0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:116 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 6-7 REACTIONS. (Ib/size) 1=476/0-4-0,8--878/0-5-8,7=261/0-5-8 Max Horz 1=466(LC 12) Max Uplift 8=-399(LC 12),7=-11O(LC 12) Max Grav 1=476(LC 1),8=1066(LC 17),7=374(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-512/0,3-4=-307/306 BOT CHORD 1-9=-236/510,8-9=-236/507 WEBS 3-8=601/280,4-8=-576/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-10-0,Extefior(2)19-10-0 ,��ete a r►i�� to 20-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��p p,S A- 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0\�• .. 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 ,t�� .•• G•E N S••.9� i� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 399 Ib uplift at joint 8 and 110 Ib uplift at No 39380 joint 7. + Ro. R • N`.. �trt�rl� Thomas A.Alban[PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEI(REFERANCE PAGE MIF-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 n,� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -Mi iT ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply 713330321 15293TO T21 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:42 2018 Page 1 I D:RMENI BSOstpEA2j i Frz5c7yVYhx-9JX01 FxYktdLx6bfo2KLuocpN FkUkZkPrZp3YLzhKgh 2D-4-0 20-1-14 5-10-11 10-4-4 18-9-8 1a-t 0011 5-10-11 4-5-9 8-5-4 -0- Scale=1:70.7 0-3-14 3x6— 0-2-2 12 13 16 361 10 9 4x10= B 6 7 I m 45 2 ryryryry� 7.00 112 2 ry I 36 3 5 _ o 5x6 34 61 4x5 II m 3x8 I I 22 0 0 12 r 5x6 11 0 21 20 19 4x10 II 7x10= 5x6= 10-4-4 12-6-12 20-4-0 10-4-4 2-2-8 7-9-4 Plate Offsets(X Y)-- [1:0-3-4,0-0-61,[4:0-3-4,0-1-81,[5:0-1-12,0-1-01,[13:0-3-0,Edgel,[17:Edge,0-3-81,[19:0-2-12,0-2-121,[21:0-3-8,Edge],[22:03-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.20 21-32 >770 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 21-32 >343 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3"Except* BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. 17-19:2x4 SP No.1 JOINTS 1 Brace at Jt(s):23,24,27,18,17,14,15 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=755/0-4-0,19=860/0-5-8,20=152/0-5-8 Max Horz 1=456(LC12) Max Uplift 1=-79(LC 12),19=414(LC 12) Max Grav 1=755(LC 1),19=901(LC 17),20=177(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-933/111,3-4=-701/60,4-5=-524/66,19-22=-687/491 BOT CHORD 1-21=-470/976,20-21=-437/897,19-20=-437/897 WEBS 5-28=-916/408,27-28=-806/349,26-27=-837/366,23-26=-865/383,23-25=-1 049/506, 24-25=-1079/526,24-29=-1022/470,22-29=-1286/663,4-21=-164/488,21-23=-269/186, 3-21=-392/234,18-29=-367/271,14-18=-464/360,12-14=-395/307 NOTES- o*00OPS 111111111111111,110 A11 q��/�� 1)Unbalanced roof live loads have been considered for this design. �, �� 2) 11;ExpCS Encl.,CE 71GCp1=0.18;MW FRS(directional)onal)and C-C Exterior(2)0-0-0 o 3-0-0,Inte orr((1)3-0-0 to 19-10-0,Exterior(2)18-7-12 :`eve=4ft;Cat. , �O VBG E S�•.Q�i��i� to 20-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/rP1 1. 4) Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise Indicated. e"fl Q 6)Gable studs spaced at 1-4-0 oc. e"13 441 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _10 % 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide . o ••• O R \'0 poP: ev will fit between the bottom chord and any other members. ••,• `C? 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 Ib uplift at joint 1 and 414 Ib uplift at joint 19. 10)Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIh7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MfTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a tn1S3 system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p�T i'� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iY2 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 fruss systems,seeANSI/TPII 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 713330322 15293TO T22 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:43 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-eV5PWbyAVBICYGAsMIrbQO96W f99T7KZ4DZc5nzhKgg 5-5-8 10-4-0 15-2-8 20-4-8 5-5-8 4-10-8 4-10-8 5-2-0 6x6= Scale=1:43.3 4 7.00 F12 17 16 2x4\\ 4x5 3 5 18 15 5x6 2x4 11 2 6 i o 10 7 _ 9 8 3x8 11 6x6 4x5= 3x4 11 3x4 7-11-12 12-8-4 19-11-4 20-4 8 7-11-12 4-8-8 7-3-0 -5- Plate Offsets(X Y)-- [1:0-2-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.07 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:113 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. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=510/0-5-8,9=793/0-5-8,8=315/0-3-8 Max Harz 1=-167(LC 10) Max Uplift 1=-1 23(LC 12),9=-236(LC 12),8=-66(LC 12) Max Grav 1=510(LC 1),9=793(LC 1),8=329(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-584/212,3-4=-512/220 BOT CHORD 1-10=-104/540 WEBS 3-10=-360/216,4-10=-130/448,4-9=-475/155,5-9=-356/224 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24fh eave=4ft Cat. II;Exp C;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 10-4-0,Extedor(2)10-4-0 to 13-4-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ove p S A. 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 eee +�+ .•• G E N S'•."Q� r will fit between the bottom chord and any other members. ® F ••. is 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 Ib uplift at joint 1,236 Ib uplift at No 39380 joint 9 and 66 Ib uplift at joint 8. e * e e 3 :��Z I i e 0 <1-s O R }O N %e Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing '. ifei,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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply 713330323 15293TO T23 Common 3 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:44 2018 Page 1 I D:RM ENI BSOsipEA2j iFrz5c7yVYhx-6hfnjxzoGUt3AQ12wSMgzDi DC3P DCasiJtlAdDzhKgf 5-2-0 10.0-8 14-11.0 1 20-1-0 5-2-0 4-10-8 4-10-8 5-2-0 5x6= Scale=1:43.2 3 7.00 FIT 13 12 4x5 i 4x5 2 4 11 14 3x4 11 3x4 it 5 1 I6 10 9 8 76 7x10= 4x5 11 4x5 I 3x4\\ 3x4 5- 10-0-8 19-7-12 29-110 5- 9-7-4 9-7-4 Plate Offsets(X Y)-- (4:0-0-0 0-0-01 (5:0-0-0 0-0-01 (6:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.27 8-9 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:111 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. REACTIONS. (Ib/size) 9=792/0-3-8,7=792/0-3-8 Max Harz 9=-1 64(LC 10) Max Uplift 9.208(LC 12),7=-208(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=347/50'2-3=-822/298,3-4=-822/298,4-5=-346/50,1-10=-271/101,5-6=-271/101 BOT CHORD 9-10=0/279,13_9=2091783,7-8=-2091754,6-7=0/278 WEBS 2-9=729/314,2-8=-279/199,3-8=-131/528,4-8=-278/199,4-7=-730/314 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-8,Exterior(2) 10-0-8 to 13-0-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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�1 PS q will fit between the bottom chord and any other members. �� ` ••.. �e �,� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 Ib uplift at joint 9 and 208 Ib uplift at `�� .•'�C,E N S joint 7. F••• / �� No 39380 ?� F �<u %% Thomas nlln��► Thomas A.Albani PE No.39380 Welk USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTeWD 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 i ��,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,seeANSf/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 M Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330324 15293TO T24 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:46 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-24nX8d_2o67nPkvR1 tOl2encUs4AgXv?mBnGh6zhKgd 15-4-8 2-0-8 4-B-8 5-2-0 6-0-11 7.4-8 6-B-6 10-0-8 11-4-8 12.6-8 14-0-8 ,14-11- 16-6.6 18-0-8 20-1-0 2-0-8 1-4-0 i-4-0 -5- 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 '0-10-8 1-4-0 1-4-0 2-0.8 0-10-8 0-5-8 Scale=1:39.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE 5x6= OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE),SEE STANDARD INDUSTRY 9 GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSIIfPI 1. 8 10 7.00 Ft2 447 1145 12 6 13 5 14 43 4 I 46 4x5 G 3 L 15 US Q 2 16 7 1 iJ J Li 0 l� n 0 30 29 28 27 26 25 24 23 22 21 20 19 18 3x8 it 7x14MT20HS= 3x8 II 0-5-4 2-0-86-0-8 7-4-8 8-8-8 10-0-8 11-4-8 12-8-8 14-0-8 15-4-8 16-8-8 18-0-8 19-7-12 T-"11 O-S- 1-7-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-4 Plate Offsets(X Y)-- (1.0-3-8 Edge) (3.0-0-0 0-0-01 (4:0-0-0 0-0-01 (5:0-0-0 0-0-01 (6:0-0-0 0-0-01 (7:0-0-0 0-0-01 (8:0-0-0 0-0-01 (17:0-3-14,Edge),(17:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 27-28 >753 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.45 27-28 >531 180 MT20HS 187/143 BCLL 0-0 Rep Stress Incr YES WB 0.21 HOrz(CT) 0.05 1 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 or,purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=803/0-3-8,17=803/0-3-8 Max Harz 1=166(LC11) Max Uplift 1=-211(LC 12),17=-211(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-913/213,3-4=-8641238,4-5=-860/267,5-6=-869/294,6-7=-880/320,7-8=-887/347, 8-9=-934/391,9-10=935/391,10-11=-887/347,11-12=-879/320,12-13=-869/294, 13-14=-860/267,14-15=-864/238,15-17=-9 13/213 BOT CHORD 1-30=-116/705,29-30=-1 16[705,28-29=-116!705,27-28=-116!705,26-27=-116/705, 25-26=-116/705,24-25=-116!705,23-24=-116!705,22-23=-116/705,21-22=-116!705, 20-21=-116/705,19-20=-116/705,18-19=-1 16f705,17-18=-1 16f705 WEBS 9-24=-270/681 NOTES- 1 OTES- a,,e�eA16111Di�I' 1)Unbalanced roof live loads have been considered for this design. `�0 wy�NS A- ,q4 ..o 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ,,� e o Ii;Exp C;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 10-0-8,Exterior(2)10-0-8 to �� •'•C,•E N '9 13-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1-60 plate grip DOL=1.60 v •••�\ SF•••?/ is 3)All plates are MT20 plates unless otherwise indicated. No 39380 4)All plates are 2x4 MT20 unless otherwise indicated. d 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 'd 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 Ib uplift at joint 1 and 211 Ib uplift at F 41/Z joint 17. i0 Thomas A.Alban(PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.10/03!1015 BEFORE USE. Design valid for use only with MfTek®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 KWIC 1 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'i V I 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 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 =JobTruss Truss Type Qty Ply713330325 725 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:47 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-WGKvLy?gZPFd1 uUdbbvXbsKmsGXCP078?rXgEYzhKgc 1-6-12 4-0-0 7.4-0 1-6-12 2-5-4 3-4-0 Scale=1:28.5 3x6% 3x4 II 3 4 7.00 12 3x4 i 2 2x4 I 1 Li 7 B 5 2x4 11 6 3x4= 2x4 11 1-4-0 t- -12 4-0-0 7-4-0 1-4-0 0- -12 2-5-4 Plate Offsets(X Y)-- [2:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 5-6 >939 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 5 n1a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 20 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. REACTIONS. (Ib/size) 5=256/Mechanical,6=411/0-5-8 Max Horz 6=147(LC 8) Max Uplift 5—204(LC 5),6=-196(LC 8) Max Grav 5=274(LC 29),6--411(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-361/273 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--lft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;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 psf bottom chord live load nonconcurrent with any other live loads. `,0111111111/111♦ 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 A PS A- q� ss♦♦' will fit between the bottom chord and any other members. e 6) Refer to girder(s)for truss to truss connections. `� �` G E fV S '9iL ♦♦ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 Ib uplift at joint 5 and 196 Ib uplift at F•••. / �� joint 6. ) p pp ) No 39380 e Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 Ib down and 307 Ib up at 4-0-0 on top chord,and 68 Ib down and 39 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)Is the _ responsibility of others. 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 .00 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦♦'� Q P.• �� Uniform Loads Concentrated Loads-6(Ib)3-4=-60,5-7=-20 �p j�A L�I � //1111111 Vert:3=83(F)8=-21(F) Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE �� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicablllly 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 NNW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330326 15293TO T26 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:48 2018 Page 1 I D:RM E N I BSOsi p EA2j i F rz5c7yVYhx-_Tui ZI01 Kj N Uf 13 p91 Rm73swg g ow8 SU I DVGN m?zhKgb 20-3-6 20-3-6 1 15 Scale=1:69.4 7.00 12 14 i 13 12 11 10 6x6 i 9 8 7 6 5 4 3 5x6 If T RI 18 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 5x6= 6x6= 20-3-6 20-3-6 Plate Offsets(X Y)-- (32:0-0-0 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 17 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight:234 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-17:2x4 SP No.3 WEBS 1 Row at midpt 16-17,15-18,14-19,13-20,12-21,11-22, OTHERS 2x4 SP No.3 10-23 REACTIONS. All bearings 20-3-6. (lb)- Max Harz 32=476(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29 except 32=-284(LC 24 31=-796(LC 12) Max Grav All reactions 250 Ib or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29,30 except 32=865(LC 12),31=406(LC 27) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-32=-628/509,1-2=-807/676,2-3-600/468,3-4=-556/462,4-5=-503/421, 5-6=-454/378,6-7=-429/360,7-8=-366/308,8-9=-331/279,9-10=-287/242 WEBS 2-31=-491/466 NOTES- 1) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=2ft;Cat. ,®%.%%aS A. .1�e sso� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-12 to 2-11-6,Exterior(2)2-11-6 to 20-1-10 zone;C-C for v1 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 eee �` .••�G E N S'• 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry e 4 • sv Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. No 39380 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. d 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o ; 411 0 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ®� •. ��C/o will fit between the bottom chord and any other members. X00 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,18,19,20,21, ✓j •0 R ee 22,23,24,25,26,27,28,29 except(jt=1b)32=284,31=796. °sos��N A��y LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(pit) MITek USA,Inc.FL Cert 6634 Vert:1-16=-60,17-32=-20 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wlih MITek0 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must 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 ��' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330326 15293TO T26 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:48 2018 Page 2 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-_TUIZI01KjNUfl3p9lRm73swggow8SUl DVGNm?zhKgb LOAD CASE(S) Standard Concentrated Loads(lb) Vert:33=-87 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing :6 T-ak* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and 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 PIY 713330327 15293TO T27 Common Supported Gable 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:50 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-wrO2_1 ZrKdCuLCCGjTEDUyNHUehcMybhplUrtzhKgZ 11-7-0 20-2-0 11-7-0 B-7-0 5x6= Scale=1:42.6 9 8 10 7 11 7.00 12 6 12 5 13 4 14 3 i 15 16 2 uo co 1 �T 0 3x4 5- 30 29 28 27 26 25 24 23 22 21 20 19 18 17 6x6= 4x6= 20-2-0 20-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:144 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-2-0. (lb)- Max Horz 1=-165(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,17,23,24,25,26,27,28,29,30,22,21,20,19,18 Max Grav All reactions 250 Ib or less at joint(s)1,17,23,24,25,26,27,28,29,30,22,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-2-3 to 3-2-3,Extedor(2)3-2-3 to 11-7-0,Corner(3)11-7-0 to 14-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. ,,,`1119! 5)Gable requires continuous bottom chord bearing. `�� NS A. ,q 6)Gable studs spaced at 1-4-0 oc. �� Q\�' . �e 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦e�� .•• G E�/S•• 9iL �� 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide v F•••° will fit between the bottom chord and any other members. N o 3 9380 s. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,17,23,24,25, 1k 26,27,28,29,30,22,21,20,19,18. ®53411 Z iQ• 4in .WI ., ,0 N A�E�,•. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®wARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with IvIITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall sot building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1M!Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus 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 713330328 15293TO T28 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:52 2018 Page 1 I D:RMENIBSOslpEA2jiFrz5c7yVYhx-tEBoPg3pNyuw7fMaO8Vilvl bVH51494t87EbvmzhKgX 5-9.10 11-7-0 15-8-12 20-2-0 5-9-10 5-9-6 4-1-12 4-5-4 5x6= Scale=1:43.1 3 7.00 Ft2 12 13 4x5 4 2x4 14 2 2x4 II 5 11 r- v Q 7 6 = 3x6 I I 7x10 4x5= 9-11-6 15-8-1220-2.0 9-11-6 5-9-6 4-5-4 Plate Offsets(X Y)-- [1:0-2-8,0-1-11,11:0-0-2,0-4-31,[1:0-0-1,0-0-21,[3:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.59 Vert(LL) -0.23 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 6-7 >520 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(Cl]l 0.02 6 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:107 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=801/0-3-8,6=801/0-3-8 Max Horz 1=-166(LC 10) Max Uplift 1=-206(LC 12),6=-215(LC 12) FORCES. (lb)-Max..Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1146/372,2-3=-923/317,3-4=-781/300 BOT CHORD 1-7=-308/963,6-7=-174/579 WEBS 2-7=-437/257,3-7=-143/572,4-6=-758/260 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=41t;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-0,Exterior(2)11-7-0 to ie®�°9 ►I°j 14-7-0 zone;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �0a�.�wAA PS A- 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �e Q\V �e ✓js 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide e��` V\G•E N$�•, 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)except Qt=lb) No 39380 1=206,6=215. ate: •fie � ; � � o o � .tee,Fri• •.0 R 1 •• �N:: 0 N A;E 00' Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Venry design parameters and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MiTekm connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330329 15293TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:52 2018 Pagel ID:RMENIBSOsipEA2j1Frz5c7yVYhx-tE8oPg3pNyuw7fMaO8Vilv1 igHlo4let87EbvmzhK9X 3-10-8 3-10-8 2x4 11 Scale=1:14.1 2 7.00 Fl2 1 a 0 0 3 2x4 i 2x4 11 1 LOADING (psf) SPACING- , 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a nta 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n1a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=128/3-10-1,3=128/3-10-1 Max Horz 1=76(LC 12) Max Uplift 1=-1 1(LC 12),3=56(LC 12) Max Grav 1=128(LC 1),3=135(LC 17) 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 C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. e`,,�,n,PS Al I��',',, % No 39380 v0.�• C? ,* 1111111111110%N M-E� %N 01111e><s Thomas A.Alban)PE No,39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. �� Design valid for use only wlih MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330330 15293TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:53 201B Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-LQiBcO4R8FOnlpxnxrOxg7av8hfeplj1 Nn_8RCzhKgW 1-10-8 1-10-8 2x4 11 Scale=1:8.3 2 7.00 12 1 v a 6 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 rUa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:6lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=48/1-10-1,3=48/1-10-1 Max Horz 1=28(LC 12) Max Uplift 1=-4(LC 12),3=-21(LC 12) Max Grav 1=48(LC 1),3=50(LC 17) 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. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,s,%`,ePS AEN . ��O\' G Scc•'9��: No 39380 � * r r � * m r b. c 441 Z r � i 0 N A; Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valld for use only with MfTek®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 W ffek` 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 713330331 15293TO V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:55 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Hppxl h5igtGV_6593G3PwYfDtVKOHfNKg5TFW 5zhKgU 3-5-2 3-5-2 2x4 11 Scale=1:12.9 2 7.00 12 1 a a 0 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc 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 oc bracing. REACTIONS. (Ib/size) 1=110/3-4-11,3=110/3-4-11 Max Horz 1=66(LC 12) Max Uplift 1=-10(LC 12),3=48(LC 12) Max Grav 1=110(LC 1),3=116(LC 17) 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=45th L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber D0L--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. `0061!1111j�� No 39380 .0 s � s ♦ • s M_ 111116 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based oNy 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/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 aty Ply T13330332 15293TO VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:55 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Hppx1 h5igtGV_6593G3PwYfFKVLwHfNKg5TFW 5zhKgU 2-3-7 2-3-7 2x4 11 Scale=1:9.5 2 7.00 12 i y a 6 3 2x4 i 2x4 II 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) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-7 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=64/2-3-0,3=64/2-3-0 Max Hoa 1=38(LC 12) Max Uplift 1=-6(LC 12),3=-28(LC 12) Max Grav 1=64(LC 1),3=68(LC 17) 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;13=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. -.0 OP,S A. q4'°o°°i • �. Ni'-. No 39380 O � r r ` °° /O N AL ECa�. n�ootl► Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MR-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 applicabUlty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing .-MiTek? Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and imss 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 TypeOly Ply 713330333 15293TO V07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:57 2018 Page 1 I D:RMENI BSOsIpEA2ji Frz5c7yVYhx-DBxhSN7yCU W D EO FYAh5t?zkaW I1 AIZBcl PyMazzhKgS 1-8-12 1-10-14 5-0.9 8-2-3 $-4-5 10-1-1 1-8-12 0-2-2 3-1-11 3-1-11 0-2-2 1-8-12 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Scale=1:17.7 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND 4x5 II (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. 3 11 7.00 12 10 2x4 I 4 2x4 II 2 12 9 5 1 8 7 6 2x4 i 2x4 11 2x4 II 2x4 II 2x4 10-1-1 r 10-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) rl/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 SP No.3 REACTIONS. All bearings 10-1-1. (lb)- Max Horz 1=63(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,5,8,6 Max Grav All reactions 250 Ib or less at joint(s)1,5,7,8,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 5-0-9,Exterior(2)5-0-9 to 8-0-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l fit tween the ottom chord d any other 6 Prlovideemechani ab connection(by others)of truss tlo bearing late capable of withstanding 100 Ib uplift at joints 1,5,8,6. �01 ( Y ) 9P P 9 P J ( ) S A' qCe°moo No 39380 :9 :W44/ v .°°,ass . G R `��c,• p N Al Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M71.7473 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 info the overall Dot MiTek' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing S VaT ��° 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,seeANSt/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713330334 15293TO V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:58 2018 Page 1 1 D:RMENIBSOsIpEA2jiFrz5c7yVYhx-hOV4fj7azoe4rapkkPc6XAHIciM2UOkmX3hv7QzhKgR 3-0-9 6-1-1 3-0-9 3-0-9 4x5 11 Scale=1:13.4 2 7,00 12 3 1 a � a =o 6 0 4 2x4 2x4 11 2x4 0- -7 6-1-1 0- -7 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=105/6-0-3,3=105/6-0-3,4=191/6-0-3 Max Horz 1=-41(LC 10) Max Uplift 1=-41(LC 12),3=41(LC 12),4=23([_C 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=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. �e`%,�`�•� PG E N•A�e, ' ,9 No 39380 yf 441 Z O R �p . O N A� Thomas A.Albanl PE No.39380. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity 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 :IMi fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Bullding 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 713330335 15293TO V09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:42:59 2018 Page 1 I D:RM ENI BSOsIp EA2jiFrz5c7yVYhx-Aa3St3BCk5mwTkOwl67L40gwF6hwDSovljRSfszhKgQ 1-6-121- -8 16-8-4 1-8-120--12 14-9-12 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE 1 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND 32 Scale:1/4°=1' 7'00 i2 (NORMAL TO THE FACE),SEE STANDARD INDUSTRY 11 GABLE END DETAILS AS APPLICABLE,OR CONSULT 10 QUALIFIED BUILDING DESIGNER AS PER ANSIfrPI 1. 31 s 8 6x6 i 7 6 1 13 5 4 3 I � 30 N a 2 d, (h 1 i 016 a H P1 l� 3x4 i 29 28 27 26 25 24 23 22 21 19 18 6x6= 0- -7 16-1-12 16-8 4 0- -7 16-1-5 0-6- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 18 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight:135 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. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:13-15 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing:16-17 JOINTS 1 Brace at Jt(s):16,12,15,17 REACTIONS. All bearings 16-7-13. (lb)- Max Horz 1=371(LC 12) Max Uplift All uplift 100 Ib or less at joints)18,1,19,21,22,23,24,25,26,27,28,29 Max Grav All reactions 250 Ib or less at joint(s)18,1,19,21,22,23,24,25,26,27,28,29 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-426/414,2-3=-367/346,3-4=-335/320,4-5=-296/280,5-6=-261/245 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=241t;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-1-7 to 4-1-7,Interior(1)4-1-7 to 16-6-8,Exterior(2)16-0-0 to 16-6-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 0%J1111111111111111 4)All plates are 2x4 MT20 unless otherwise indicated. `eOq n I S A- q� j�, 5)Gable requires continuous bottom chord bearing. ee `V, e 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®�� .•• G•E N 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : •• F•••. will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,1,19,21,22, No i 3Ar9380 23,24,25,26,27,28,29. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �i e ,,��SS • O R.\ Q \�\�;e 44110 N A'E 0 11111101 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mffek° 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 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 713330336 15293TO V10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:00 2018 Pagel I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-emdg4P9gVPun5tz7speacbM3dW?PytE3_NAOBIzhKgP 14-8.4 14-8-4 6 Scale=1:41.5 7.00 12 12 5 4 3x6 i I 3 11 2 1 aUj 0 0 3x4 i 10 9 13 8 7 14-8-4 -- 14-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 14-7-13: (lb)- Max Horz 1=335(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)7,1 except 8=1 49(LC 12),9=-141(LC 12),10=-1 22(LC 12) Max Grav All reactions 250 Ib or less at joint(s)7,1 except 8=500(LC 17),9=388(LC 17),10=287(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-398/388,2-4=-306/295 WEBS 5-8=-325/217,4-9=-305/187,2-10=-263/184 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 C;Encl.,GCpi=o.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 14-6-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. ,`��» 1Yla1��' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ONS A- q 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %% 0\�` • �e ✓jam will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� `�` GE N S•• .��i�s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,1 except Qt=1b) •• �• • �� 8=149,9=141,10=122. No 39380 �Ir =.o' .ccz %� • •�LZ4/: %Si��N Al- % % Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke last Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK 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 amiss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi iT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 14 Qty PIY 713330337 15293TO V20 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:01 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-6zBCHIASGjOei1YJPXAp9pvEOvMuhHaCD1 wZjkzhKgO 18.4-0 18-4-0 6 Scale=1:54.9 7.00 12 13 5 4 oi 6x6-:r- 3 3 I 12 2 1 V 0XXXXXXXXXXXX 0 3x4 i 11 10 14 9 8 7 6x6= 18-4-0 18-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n1a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:98 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 18-3-9. (lb)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 Ib or less a.t joint(s)7,1 except 8—151(LC 12),9=135(LC 12),10=-145(LC 12), 11=-119(LC 12) Max Grav All reactions 250 Ib or less at joint(s)7,1 except 6=495(LC 17),9=450(LC 17),10=393(LC 17), 11=276(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-494/49012-3=-410/403,3-4=-295/285 WEBS 5-8=-325/212,4-9=-289/174,3-10=-311/187,2-11=-253/177 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 18-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 2x4 MT20 unless otherwise indicated. %OOPS A- q4 3)Gable requires continuous bottom chord bearing. %% �+ e 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ �` •'• G N S•'•9� �i 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 w •• F ••. will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. i 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 Ib uplift at joint(s)7,1 except t-Ib N O 3 9380 e ( Y ) 9P P 9 P 1 O P U- ) 8=151,9=135,10=145,11=119. r1- .-0 • P : ♦♦ ;O N A;E Thomas A.Albani PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. Design valid for use only with 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 TATW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply 713330338 15293TO V21 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:02 2018 Page 1 I D:RMENI BSOsi pEA2ji Frz5c7yVYhx-a9kaV5B5008V KB7VzEh2i0RPaJhsomW M Rhf6GBzhKg N 16-4-0 16-4-0 2x4 11 Scale=1:54.3 5 7.00 FIT 2x4 II 11 4 2x4 11 3 6x6 i 2 10 1 v 0 6 3x4 i 9 8 7 6 2x4 11 6x6= 2x4 12x4 11 16-4-0 16-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 REACTIONS. All bearings 16-3-9. (lb)- Max Horz 1=374(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)6 except 7=-151(LC 12),8=-133(LC 12),9=-155(LC 12) Max Grav All reactions 250 Ib or less at joint(s)6,1 except 7=505(LC 17),8=378(LC 17),9=368(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-415/410,2-3=-296/285 WEBS 4-7=-326/214,3-8=-287/172,2-9=-324/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 16-2-4 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. `�oe1"� r rrrll0 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P,Ow A S A. I will fit between the bottom chord and any other members,with BCDL=I O.Opsf. fie` q e `� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=1b) �� (,E•Na- 7=151, a-7=151,8=133,9=155. No 39380 'x= 44/ R Nie. ,B`OSseo N A1-S�G e. rlIIW Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2Df5 BEFORE USE. � Design valid for use only with MiTek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p�� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -MI dT ek. ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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,Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply 713330339 15293TO V22 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:02 2018 Page 1 I D:RM ENI BSOsipEA2jiFrz5c7yVYhx-a9kaV5B5008VKB7VzEh2iORP6JhwOnxMRhf6GBzhKg N 14-4.0 14-4-0 2x4 11 Scale:1/4°=1' 5 7.00 12 2x4 11 11 4 6x6 i 3 2x4 11 10 2 1 v 0 6 3x4 i 9 8 12 7 6 2x4 I I 2x4 11 2x4 11 2x4 11 14-4-0 14-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 6 Na n/a BCDL 10.0 Code FBC2017lfP12014 Matfix-S Weight:71 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 REACTIONS. All bearings 14-3-9. (lb)- Max Horz 1=326(LC 12) Max Uplift All uplift 100 Ib or less at joints)6,1 except 7=-150(LC 12),8=-141(LC 12),9=-1 17(LC 12) Max Grav All reactions 250 Ib or less at joint(s)6,1 except 7=500(LC 17),8=378(LC 17),9=277(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-395/383,2-3=-306/294 WEBS 4-7=-326/218,3-8=-305/189,2-9=-255/183 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. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 14-2-4 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 ,,A S A- A e 4 will fit between the bottom chord and any other members,with BCDL=10.Opsf. ��% `�'P • 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,1 except at=-Ib) ♦♦♦�� .•' G E N S••.'QiL�� 7=150,8=141,9=117. °• �' •'• / �� No 39380 i4-00,W'R '�v C? . ,oJ""'O N A�- %%%. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East 8tvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy 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 �. ITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Buifding 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 . Oty Ply 713330340 15293TO V23 Valley 2 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:03 2018 Page 1 I D:RMENI BSOsipEA2j i Frz5c7yVYhx-2LIzi RBj nKGMyLiiXyCH EE_afj2X9FKVgLPgodzhKgM 12-4-0 12-4-0 2x4 11 Scale=1:41.3 4 7.00 F12 2x4 II 9 3 2x4 I 1 2 8 1 0 0 3x4 i 7 6 5 2x4 11 2x4 11 2x4 11 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 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-3-9. (lb)- Max Harz 1=279(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 6=146(LC 12),7=-151(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=427(LC 17),7=355(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=315/303 WEBS 3-6=-325/222,2-7=-321/216 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 12-2-4 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. t,111;111 i 1/IO 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `e�® ONS A. q �B®°° will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� ........ 5) 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b) `�� .•• �,�N S`•.'92 i� 6=146,7=151. e '• �' 4�' •• NO 39380 fir — _�y; 411 Z s i e O R 10 N�`� �0 N A� Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. �' Design valid for use only wlfh 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.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 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 c 0ty Ply 713330341 15293TO V24 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:04 2018 Page 1 I D:RM EN I BSOsIp EA2jiFrz5c7yVYhx-W YsLwmCLYeODZVHu5fj W nRX107NyuiKev?8DK3zhKgL 10-4-0 10-4-0 2x4 11 Scale=1:34.8 4 7.00 12 2x4 II 3 9 i s 2x4 I I 2 1 r-1 171 vLj Li Li 0 0 2x4 7 6 10 5 2x4 11 2x4 II 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 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n1a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-3-9. (lb)- Max Horz 1=231(1-0 12) Max Uplift All uplift 100 Ib or less at joints)1,5 except 6=-154(LC 12),7=-1 15(LC 12) Max Grav All reactions 250 ib or less at joints)1,5 except 6=423(LC 17),7=264(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-300/276 WEBS 3-6=-3431252,2-7=-253/188 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(l)3-6-8 to 10-2-4 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 wide00,^nn p,S A- A ol,� will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,! 0\� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except Qt=1b) :`��•, �,E N S�.'92�✓s, 6=154,7=115. No 39380 = * r �•• F :�w� oo0 ��i••. OR C?N ON Ai Thomas A.Alban[PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 fnrss system.Before use,the building designer must verify the applicobtlity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ;M—Tek' Is always required for stability and ib 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 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 713330342 15293TO V25 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:04 2018 Pagel I D:RM ENI BSOsIpEA2ji Frz5c7yVYhx-W YsLwmCLYeODZVH u5fj W n RXIw7NAuiJ ev?BD K3zhKgL 8.4-0 8-4-0 2x4 11 Scale=1:28.9 3 I 7.00 Fl2 2x4 11 2 7 6 1 I a 0 0 i 5 4 2x4 2x4 11 2x4 11 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 0.15 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=113/8-3-9,4=116/8-3-9,5=382/8-3-9 Max Harz 1=183(LC 12) Max Uplift 4=-51(LO 12),5=1 67(LC 12) Max Grav 1=113(LC 1),4=123(LC 17),5--404(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-374/279 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 8-2-4 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)will flits truss has been between the bottoms ed f or a live loanyoad o 20.Op sf members.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,0`01%11111111I110,1,,' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b) �� \`+'P ,q�e A 5=167. `.` �` .•'�Ci E Ng• ,'9jji •� No 39.380 Xz ' F4/1 000o S/O N A` %�� till I I II II00 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev.70/032075 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 Mi iTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 713330343 15293TO V26 Valley 2 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:05 2018 Pagel I D:RMENIBSOsipEA2jiFrz5c7yVYhx-_kOj76DzJxW 4Bfs4eN EIJf3vTXkrd9ho8eunsW zhKgK 6-4-0 6-4-0 2x4 11 Scale=1:22.4 3 7.00 12 7 1�1 r I Cr. 2x4 11 2 6 1 Li Liv 0 0 5 4 2x4 2x4 II 2x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) Na n1a 999 BCLL 0.0 Rep Stresslncr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=10/6-3-9,4=125/6-3-9,5=317/6-3-9 Max Horz 1=135(LC 12) Max Uplift 1=21(LC 10),4=-55(LC 12),5=-138(LC 12) Max Grav 1=74(LC 12),4=133(LC 17),5=335(LC 17) FORCES: (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-315/253 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,Intedor(1)3-6-8 to 6-2-4 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 00,�11111119/1j'' will fit between the bottom chord and any other members. ��p S A. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except Qt=lb) �.� \�`P 5=138. ♦♦��.��GENS �i No 39380 :�� 1911111 Thomas A.Alban[PE No,39380 MITek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ® 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 bdlding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicted Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracIng 'Tek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/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 713330344 15293TO V27 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:06 2018 Page 1 ID:RM ENI BSOsip EA2jiFrz5c7yVYhx-Sw_5LSEb4FexpoRHC41_ssc4Kw3SMd6xM IdKPyzhKgJ 4-4-0 4-4-0 Scale=1:15.5 .2 2x4 I 7.00 12 4 1 la a 0 3 2x4 i 2x4 II I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc 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 oc bracing. REACTIONS. (Ib/size) 1=146/4-3-9,3=146/4-3-9 Max Horz 1=87(LC 12) Max Uplift 1=-13(LC 12),3=64(LC 12) MaxGrav 1=146(LC 1),3=154(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Enci.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-6-8 to 3-6-8,interior(1)3-6-8 to 4-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. `el1111111 f l0,,.' ONS A- q4e°•��. oe� .•'�G•E NS No 39380 +-o: �crz :9 F '44/ -.40R 1 OP`�• N=,o �0 N A111111 1�E o%•. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a rnrss 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 femporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type o `4 Qty Ply 713330345 15293TO V28 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 26 07:43:06 2018 Page 1 I D:RMENI BSOsIpEA2j iFrz5c7yVYhx-Sw_5LSEb4FexpoRHC41_ssc7Vw5TMd6xMIdKPyzhKgJ 2-4-0 2-4-0 2x4 11 Scale=1:9.6 2 7.00 Ft2 1 a a 0 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 1=66/2-3-9,3=66/2-3-9 Max Horz 1=39(LC 12) Max Uplift 1=-6(LC 12),3=-29(LC 12) Max Grav 1=66(LC 1),3=70(LC 17) 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 111 Igil 111, 4 '� 011 No 39380 r �� • i� : I ` ° e�d�e,S,o N A; � Thomas A.Aibani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 26,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a irr�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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 11.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION.AND ORIENTATION 3 " Center plate T joint unless x,y 6-4-8 dinsions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. �� me(Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. c1-2 c2-3 2. Truss bracing must be designed by on engineer.For 27� 4wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. O 3 Lr _ 0 3. Never exceed the design loading shown and never O �° u = stack materials on inadequately braced trusses. a O a O 4. Provide copies of this truss design to the building c7-s c6-2 c5" y desi ner,erection supervisor,property owner and plates 0-'rib"from outside For 4 x 2 orientation, locate BOTTOM CHORDS all other interested parties. edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint 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 lumber 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 a width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to X 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. ,FJ 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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 Is not sufficient. DSB-89: Design Standard for Bracing. ® BCSI: Building Component Safety Information, Tek20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015 o�D CITY OF ATLANTIC BEACH 800 Seminole Road i r' Atlantic Beach,Florida 32233 yr. t REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10/15/2018 Revision to Issued Permitx Corrections to Comments Permit hi RES18-0104 Project Address 1708 Atlantic Beach Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee Du $— 570,00 Changes to duct layout and sizing — T Additional Increase in Building Value $ Additional S.F. By signing below,I Audrey Regnier affirm the Revision is inclusive of the proposed changes. n (printed name) 1 '. 10/15/2018 Signature of Con c[or/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works / Public Utilities Public Safety Date Fire Services r 405-2017IDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION da Department of Business and Professional Regulation- Residential Performance Method ame: .Davenport Bonus 3040 Right NE BuilderName: TollBrothers Lot 80 Atlantic Beech CC pemlit Once: Atlantic Beach ,Zip: Atlantic Beach ,FL, Ponntt Number.Toll Brothers Jurisdiction: 261300 cation: FL,Jacksonville County:: Duval(Funds Climate Zone 2) struction or existing New(F.Plans) 9. Well Types(35]ZB agfl.) Insulation Area 2. Single family or munials family Single-familya.Frame-Wood,Exterior R=7g.D 3397.801 'b.Frame-Wood,Adjacent R=13o 780.00 fH 3. Number of units,If multiple family 1 aWA i R= If 4. Number of Bedrooms 4 d.WA R- a' 5. Is this a worst case? No 10.Calling Types (2348.0 sgft.) Insulation Area e.Under AtBc(Vented) R=38.0 2074.00W 6. Conditioned floor area above grade(ft') 3040 b.Under Attic(Vented) R•19.0 274.00 ft' Conditioned floor area below grade(ft') 0 c.WA R= ft 11.Duch R 14 - 7. Wintlaws(418.0 sqa.) Description Area � e.Sup:And..Ret AttiF AH:Garage 6 414 a. U-Factor DM,U=0.34 416.00 fP _ SHGC: SHGC=1.27. b. I.-Factor WA ft' 72.Coaling systems kBtulhr Efficiency SHGC: L a.Central Unit 48.0 SEER:14.00 c U-Factor. WA fi SHGC: 13.Heating systems kBtulhr Efficiency d. U-Factor. WA W a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2,54S ft. Area Weighted Average SHGC: 0.270 14.Hol water systems a.Natural Gas Tentless Cap:1 galkns B. Floor-Types (3040.0 sgft.) Insulation Area EF:0.8gg a.Slab-On-Grade Edge Insulation R=0.0 2285.00 fP b. Conservation features �' J b.Floor Over Other Space R=0.0692.0011' None c.other(see detalls) R= - 63.00ft' 15.Credla Pstal Glass/Floor Area: 0.137 - Total Proposed Modified Loads: 77.40 . . . - .. . SS Total Baseline Loads: 85.45 PASS I hereby certify that the plans and specifications covered by Review of the plans and Op THE STe� this calculation are In compliance with the Florida Energy specifications covered by this �~ , z s O� Code. calculation indicates compliance y a a poi w1 with the Florida Energy Code. PREPARED BY: n v Before construction is completed o - DATE: G l 23--Zo/� - this building will be Inspected for compliance with Section 553.908 x I hereby certify that this building,as designed,Is In compliance Florida Statutes. with the Florida Energ�p.`Coof �y An DOD WE'Lg' OWNEFUAGENT: ' + AA.D.Lv�II /YY�4� BUILDING OFFICIAL: -y DATE: 1('31I 'r I rr DATE: -V FORM R405-2017 PROJECT Title: Davenport Bonus 3040 Right Bedrooms: 4 Address Typa: Street Address Building Type: User - Conditioned Area: 3040 Lot# Owner Name: Tull Brothers Total Stades: 2 BlocWSubdiviwon: #of Units: i - Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: - Lot W Atlantic Beach Permit Once: Attend.Beach Cross Ventilation: No County: Duval ' Jurisdiction: 261300 - Whole House Fan: No City,State,74p: Atlantic Beach , Family Type: Single-family FL, NesulEd ibg: New(From Plans) Comment - CLIMATE Design Temp Int Design Tamp Heating Design Dally Tamp v/ Design Location TMYSMe 97.5% 2.5% Winter Summer [)agree Days Moisture Range Ll FL,Jacksam9k FL_JACKSONVILLE�INf 32 93 70 75 1281 49 Medlum BLOCKS Number Name Arca Volume 1 BIO&I 3040 29645 SPACES Number Name Area Volume li,n Occupants Bedrooms 1i ID FmIi Cooled Heated 1 Main 2285 22850 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 755 6795 No 1 1 1 Yes Yes Yes FLOORS 7 # FloorT a Space Perimeter Perimeter R-Value Area Joist R-Value Tib Wood Carpel 1 Slab-On-Grad.Edge Insulatio Mein 19411, 0 2285 R• —_ 0 0 1 f 2 Floor over Garage - 2nd Fbar 63 ft 19 0 0 1 ✓ 3 Floor Over Other Space 2nd Floor _ _ 692W 0 0 0 1 ROOF Roof Gable Roof Solar SA Emid Emid Deck Pkch # Type Materials Anne Area Color Abacr. Tested Tested Insul. . (deg) 1 Gable or Shed Composibon shingles 2719 IF 686 fl' Medium - 0.6 N 0.9 No 0 30.3 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full aglc - Vented 300 04611 N N 2/23110181:31 PM EnergyGauge4D USA-FbRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405.2017 CEILING # Calling Type Space R-Value Ins Type Area Framing Frac Trues Type 1 Under AtGc(Vented) Main 19 Blown 1548 0.11 Wood 2 Under Aft(Vented) Main 38 Blown 1439 ft' 0.11 Wood 3 Under AtBc(Vented) 2nd Floor 38 Blown 635 ft 0.11 Woad 4 Under ANlc(Vented) 2nd Floor 19 Blown 120 IF 0.11 Wood WALLS Atlpoars, Space Cavity Width Height Sheathing Framing Solar Below Good 1 HE Exterior Frame-Wood Main 19 20 0 10 0 200.0X' 0 0.23 0.6 0 2 BE Exterior Frame-Wootl Mein 19 77 0 10 0. 770.0 IF 0 0.23 0.6 0 3 S Exterior Frame-Wood Main 19 11 2 10 D 111:7ft' 0 0.23 0.6 D . 4 SW Extenor Frame-Wood Main 19 40 D 10 D 400.0 IF D 0.23 0.6 0 5 NW Exterior Frame-Wood Mein 19 77 0 10 0 770.0W 0 0.23 0.6 0 6 NE Garage Frame-Woad Main - 13 2D 0 9 0 180.0 It. 0 0.23 0.01 0 7 W Exterior Frame-Wood Main 19 6 2 10 0 61.78 0 0.23 0.6 0 8 NE Exterior Frame-Wood 2nd Floor 19 40 0 9 0 36D.0ft D 0.23 0.6 0 9 SE Exterior Frame-Wood 2nd Floor 19 20 3 9 0 182.3ft' 0 0.23 0.6 0 ' 10 SW Exterior Frame-Wood 2M Floor 19 40 0 9 0 360.0M 0 0.23 0.6 0 ll NW Extenor Frame-Woad 2nd Floor 19 20 3 9 0 182.3 ft' D 0.23 0.6 0 DOORS 0 Gant Door Type Space Storms U-Value Width Haigh Me Ft In Ft In 1 NE Insulated Main None A 3 8 24X' 2 NE Wood Main None .4 2 8 S 21.3 IF WINDOWS Oilentetion shown is the entered,Pro .sed orientation. J Wan Overhang 11 Orh ID Frame Panes NFRC U-Fedor SHGC Imp Area Depth Separatlon Int Shade Screening _ 1 NE 1 Vinyl Low-E Double Yes 0.34 0.27 N 36.0X' 7Is 41n 1ft0 in Drepeslblinds Exterior 2 BE 2 Vinyl LowE Double Yes 0.34 0.27 N 18.0ft 114 in 1'X 0I Drepeslblinds Exteriors 3 BE 2 Vinyl Low-E Double Yes 0.34 0.27 IN - -5.0 IF 1 ft 41n 1 X 0 In None Exterior 5 4 BE 2 Vinyl Low-E Double Yes 0.34 0.27 N 720 ft' 1ft4 in 1X0 in None Exterior 5 SW 4 Unyl L EDouble Yes 0.34 0.27 N 36.0X' 914 in 1'ftdin Drapastblinds Exterior 6 SW 4 Vinyl L.E Double Yes 0.34 0.27 N 128.0 IF 1 1114 In i It 0 in None Exterior 5 1 7 BE 9 VInyl Lo E Double Yea 0.34 0.27 N 45.01' 1 ft 41n 1 ft 0 in None Extedor 5 8 NW 11 Vliryl Low-E Double Yea 0.340.27 N 15.0 f' 1ft41n 1It0In Drapealblinds Exterior5 : 9 W! 11 Vinyl Low-E Double Yes 0.34 0.27 N 4.0 ff ift4 in 1ft01n None Extador5 . 10 NW 5 Vinyl Low-E Double Yes 0.34 0.27 N. 20.0 IF 1 ft 4 m i ftD in None Exterior 5 11 NW 5 Vinyl Low-E Double ' .Yes 0.34 027 N 36.Dft' 1ft4 in 1ft0 in. Drapeablinds Eiderlor5 2/23120181:31 PM EnegyGauge®USA-FaRes2017 Sadion R405.4.1 Compliant Software Page 3 of5 FORM R405-2017 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Well insulation 1 444 ft' 444M 54 ft - 9f 0 INFILTRATION # Scope Method. SIA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(W) .000434 3458.6 189.87 357.08 .4112 7. HEATING SYSTEM # Syct.T pe Subtype Efficiency Capedty Black Duda 1 Electric Heel PUMP/ None HSPF:8.2 4B kSUhr 1 sys91 I - COOLING SYSTEM # System Type Subtype Efficiency Capacity AN Flow SHR Block Duds. 1 Central Unill Split SEER:14 38 kB1ulhr 1440 cfrn 0.78 1 cywal HOT WATER SYSTEM # System Type SubTyps Location EF Cap Use SBIPnt Conservation 1 Natural Gas Tankless Sinew 0.8 1 gal 60 gat 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart# Company Name System Model# Colledor Modal# Area Volume FEF None None DUCTS . / --Supply— Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOTOUT ON RLF Heel Cool 1 AOk B 414M Attic 117W Default Leakage Garage (Defauft) (Default) 1 1 i 2123120181:31 PM EnergyGaugee USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programeble Thennostal:Y Feb rD( rf 71 Ceiling Fans:IlX 1C0' 1} [�X]] rr 71 rD01 rD(1 Ap Vanti 4 f X'Jan ng Ian `X7 Feb b �(�Mer �%]Apr [ i May, [ �Jun f ]Jul �]Aug l 15ep �(]C [X7 Nm [ ]Dae Vent', 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 73 76 Coaling(WEH) .AM 7B 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 70 78 78 78 7B 78 78 78 Heading(ND) AM _BB_ 66 66 66 66 68 60 68 68 68 68 68 PM 68 68 68 - 68 58 68 68 68 88 68 66 66 Heating(WEH) AM66 66 66 68 66 68 SB. 88 68 6B 68 -68 PM 86 BB 68 88 88 88 68 fib 68 fib 66 66 2/2320181:31 PM EnergyGauge®USA-PleRes2017 Section 8405.4.1 Compliant Software Page 5 of FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 91 The lower the EnergyPerformance Index,the more efficient the home. Lot 80 Atlantic Beach CC,Atlantic Beach , FL, 1. New construction or existing New(From Plans) 9. Well Types Insulation A. 2. Single family or multiple family Single-fatuity a.Frarame-Wood,Exterior Re19.0 3397.808 'b.Fme-Wood,Adjacent R=13.0 180.00 8 3. Number of units,if multiple family 1 c.N/A R= it, 4. Number of Bedrooms - 4 - d.N/A _ R= ft' - 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 2074.008 6. Conditioned floor area(8) 304D b.UnderAttic(Vented) R=19.0 274.00 8 7. Windows" DescriptionArea c.N/A - R= -8 a. U-Factor: Obl,U=0.34 416.00 - 112. R 8 8 e.Sup:AHk,Rat Attic,AW 8 414 SHGC: BHGC=0.27 b. U-Factor. 'NIA 8 SHGC: 12.Cooling systems kBlWhr Efficiency c. U-Faelor. NIA ft. a.Central Unit 40.0 SEER 14.00 SHGC: d. NIA - 8 SHGC: r. 13.Heating systems kBtuthr Efficiency SHGC: a.Electric Heal Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.545 ft. Area Weighted Average SHGC: 0.270 0. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On4rade Edge Insulation -R=0.0 2285.00 8 a.Natural Gas EF:0.8 b.Floor Ovar OtherSmce R=0.0 . 692.008 b. Conservation features - c.other(sesdetalle) R. 63.008 Nona 16.Credits Patel certify that this home has complied with the Florida Energy Efficiency Code for Building 42HB SggT Construction through the above energy saving features which will be installed(or exceeded) yo - 6G in this home before final inspection. Otherwise, a new EPL Display Card will be completed ye7 „$' Yl kf',m based on installed Co a compliant features. Builder Signature: Date: Address of New Home: fk City/FL Zip: •C,8 e��oD wE'ft`�y�p 3�3 *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@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. 2/23/20181:31 PM EnergyGauge®USA-FleRes2017 -Section R405.4.1 Compliant SoNvere Palle 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Lot 80 Atlantic Beach CC Permit Number: Atlantic Beach ,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Laval(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL). display card be completed and confiatl by the builder to be accurate and correct before final appooval of the building for occupancy.Florida law (Section 553.9085,Florida Stouter)requires the EPL display card to be included as an addendum to each sales contract for both prasold and nonpresold residential buildings.The EPL display card contains Information indicating the energy performance level and efflolendes of components Installed In a dwelling unit.The building official shall verity 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 ropy of the EPL display card can be found in Appendix RD. R402.4 At,leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance with the requirements of Sections R402.4.1 through R402A..5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402s. R402A.1 Buildingthermal envelope. The building thermal envelope shall comply with Sections R402.4:1:1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R4014.1.1 Instellatlon.The components of the building thermal envelope as listed in Table R402.4.1A shall be installed in accordance with the manufacturers 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. R402.41:2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in ClimateZones 3 through 8.Testing shall be conducted in accordance with ANSIIRESNET/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)(4,(g)or O or an approved third party.A written report of the resum of Me test shall be signed by the party conducting the teat 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 repels,of the building thermal envelope of existing buildings in which the new construction is ones than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace antl stove doors shall be closed,but not sealed,beyond the intended weathentdpping or other infi0ration control measures. 2. Dampers Including exhaust,intake,makeup air,backdraft and flue dampers shall be dosed,but not aealed beyond Intended infiltration control measures. 3. Interior doors,ff Installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems aid heat recovery ventilators shall be closed and sealed. ` 5. Healing and cooling systems,if installed at the time of the test,shall be fumed oft 6. Supply aim return reglaters,If installed at the time of the teat,shall be fully open. R402.4.2 Fireplaces. New mord-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-thing tloors on factory-bulit fireplaces listed and labeled In accordance with UL 127,to doors shall be tested and listed for the fireplace.Where using fight-fitting tloors on masonry fireplaces,the doors shall be listed and labeled In accordance with UL 07. R402A.3 Fenestration air leakage Windows,skylights and sliding glass tloors shall have an air infiltration rata of no more than 0.3 oft per square fool(1.5 L1s1m2),and swinging doom no more than 0.5 chin per square foot(2.6 Usrm2),when tested aWDi ing to NFRC 400 or AAM A/WDMA/CSA 101/1.S.21A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: Site-bullt windows,skylights and doors. 2123/20181:31 PM EnergyGaugee USA-FlaRes2017 -FBC lith EtNtion(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,whereopencombustion air duds provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or endorsed!in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requkemeds of Table R402.1.2,where the walls,floors and callings shall meet not lass than the basement wall R-value requirement.The door into the room shall be fully gaskeled and any water lines and ducts In the mom 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 R402A.2 and Section R1006 of the Florida Bulking Code,Residential R402.4.5 Recessed lighting. Recessed luminaires Installed in the building thermal envelope shall be sealed te limit air leakage between conditioned and uncon fi ioned spaces:All recessed luminaires shall be IC-rated and labeled as having an air leakage are not - more then 2.0 cfm(0.944 Lis)when tested In accordance with ASTM E283 at a 1.57 pat(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or calling covering. R403.1 controls. - SECTION R403 SYSTEMS R4034.1 Thermostat prevision(Mandatory). Al 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 alactdoresiatance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compmssar can meat the heating load. R403.3.2 Sterling(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered d0cts or plenum chambers,shall be constructed and sealed In accordance with Section 0403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness crileda below. Duct tightness shell be verged by testing In accordance with ANSURESNETACC 380 by either Individuals as defined In Section 553.993(5)or M,Florida Statutes,or Individuals licensed as set forth In Section 489.105(3)(0,(g)or 0),Florida Statutes,to be'substanfially leak free'in accordance with Section R403.3.3. R403.32.1 Sealed air handler. An handiem shall have a manufacturers designation for an air leakage of no more than 2 percent of the design airflow rate when tented in acceptance with ASHRAE 193. 11403.3:3 Duct heating(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in last Total leakage shall be measured with a pressure differential of 04 inch w.g.(25 Pa)across the system,including the manufacturers air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during me test. 2. Posiwnstructlon test:Totalleakageshall 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. Exceptione:. 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Dud testing Is not mandatory for buildings complying by Section 405 of this code. A tartan report of the results of the test shall be signed by the party conducting ma fast and provided to the code official R403.3.5Bulidingewitles(Mandaory). Building framing cavities shall not be used as duds or plenums. R403A 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 te 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 sunlight,moisture,equlpment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. RM3.5.1 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 R403SA.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. 11403.5.1:1 Circulation systema. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a wld water supply pipe.Gravity and themwaiphon circulation systems shall be prohib0ed. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the company.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 far 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 lemperaNre in the piping in accordance with the times when healed water Is used In the occupancy.. - 2/2 312018 1:31 PM - EmMyGaugeCD USA-FlaRas2017 -FBC 611,Edition(2017)Compiled Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat baps(Mandatery). Stdrage water healers not equipped with Integral heat traps and having verfcal pipe rose shall have heat traps installed on both the Inlets and outlets.External heat traps shell consist of either a commercially available heal trap or a downward and upward band of at least 3 K inches(89 mm)in the hat water distribution line and cold water line located as dose as possible to the storage tank. - R403.5.6 Water heater efficiencies(Mandatory). R403.6.6.1t1 Automatic controls. Service waler-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature sat Ings for the intended use.The minimum temperature Betting range shall be from 1 W-F W 140-F(38°C to 60'C). 8403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied te electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burners)of combustion types of service water-heating systems to be turned!off. R403.5.6.2 Water-heating equipment. Water-hasting equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shell satisfy all stated requirements for the appropriate water-healing category.Solar water heaters shall meet the criterla of Section R403.5.6.2.1. R403.5.6.2:1 Solar water4reating 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 tletermined 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 TMd,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should most the following ctlteria: 1. Be Installed verb atilt angle between 10 degrees and 40 degrees of the horizontal;and - 2. Be installed al an orientation within 45 degrees of tme south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meats the requirements mthe Florida Building Code,Residential,or Florida Building Catle,Mechanical,as applicable,or with other approved means of ventilation Including:Natural,Influnation or Mechanlcel means.Outdoor air intense and exhausts shall have automatic or gravity dampers Chet close when the vanMation system Is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When Installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403S.1. Exceeded: Wherewhole-house mechanicalvenfiladon fans ere 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 vedtiatlon 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 ellawed for residential applications. 2. No ventilation or air-condkicning system make-up air shall be provided to conditioned Space from attics, craer spaces,attached enclosed garages or outdoor spaces adjacent te swimming pools or spas. 3. If ventilation air is drawn from enclosed smords),than the walls of the spaces)from which air is drawn shall be Insulated to a mininnum of R-11 and the railing shell be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R4e3.7 Heading and cooling equipment(Mandatory). 8403.14 Equipment sizing. Heating and cooling equipment shall be sized in accordancewith ACCA Manual B 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 Me building.The manufacturer and model number ctthe outdoor and Indoor units(if split system)shall be submitted along with the sensible and total cooling capackles M the damlgn conditions described in Section R302.1.This Code does not allow designer safely factors,provisions for future expansion or other factors that affect equipment real System string calculations shall not include loads created by local Intermittent mechanical ventilation such as standard kitchen and baNmom exhaust systems.New or replacement hearing and cooling equipment shall have an efficiency rating 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 MAXIMI (CFM) (CFM(WATT) (CFM) Range footle Any 2.8 choWett Any InAnefan Any 2.6 cfml Any Bathroom,utility room 10 1.4 cionrwad -90 Bathroom,utility room 90 2.6 dmAvad Any For SI:1-died=28.3 Umin. a. When tested in ecoordance with HVl Standard 916 2/23@0181:31 PM EnergyGeugl USA-FlaRes2017 -FBC din Edged(2017) Complia Page 3 of MANDATORY REQUIREMENTS -. (Continued) R403.7.1.1 Cooling equipment capacity. Coaling 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 calwlated according to the procedure selected In Section 403.7,or the closest available size provided by the manufacfurses 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-lest value and shall not be used for equipment sizing.Manufacturers expanded performance data shall be used to sebct 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 Me expanded performance data,the design value for entering wat-bulb temperature and the design value for entering dry-bulb femperature. Design values for entering wet-bulb and dry-buto temperatures shall be for the Indoor dry bulb and relative humidity used far the bad calculation and shall he adjusted for return side gains Ifthe return ducts)is Installed in an unconditioned space - Exceptions: 1. Attached single.antl multiple-femily residential equipment sizing may be selected so that Its cooling capacity is less than the - calculated total sensible load but not less then 80 percent of that load. 2. Whenanand sealed by eFlorida-registered engineer,in attached single-and multiple-femity units,Me capacity of equipment t may be sized in acoomence with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2d Heat pumps. Heat pump suing shall be based on the cooling requirements as calculated according to Section R403.7:1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even If the design heating bad is 1.15 times greater than the design cooling load. R403.7.122 Electric resistance fumaces. Electric resistance furnaces shall be shed within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Feeall fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less Man the design load calculated in accordance with Section R403.7.1. R403.7.1:3 Extra capacity required forspecial 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: I 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system shed for optimum performance during base load periods Is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the ECC—Commercial Provisions in lieu of Section R403. R403.9 Snow molt and ice system controls(Mandatory). Snow.and iceae aping systems,supplied thmugh energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50-F(10'0),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature Is shove 40°F(4.8°C). 8403.10 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 - - R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral pad of the heater mounted on the exterior of the healer,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gasfimd heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other wnlrol methods that can automatically lura off and on according to a preset schedule shall be Installed for heaters and pump motors.Heaters and pump motors that have bulk-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 exclusidelyfrom on-site renewable generation. R403.10.3 Covers. Outdoor heatetl swimming pools and outdoor permanent spas shall be equipped with a vapor-reterdant cover on or at the water surface or a liquid rover 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 alte-recovered anergy,such as tram a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403A 0.4 Gas.and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall haus a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 15,2013,when tested in accordance with ANSI 221.56.Pool heaters fired by natural or LP gas shall not have continuously burning filet lights. 2/23/20181:31 PM - EnergyGaugoO USA-FlaResW17 -FBG 0th Edition(2017) Comple Page 4 of 6 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance with AHRI 1160l Standard Rating Conditions-Low Alr Temperature.A test reportfrom an independent laboratory is required!to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. 8403.11 Portable spas(Mandatorighe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighgng equipment(Mandatory). Not less than 75 percent of the lamps In permanently installed lighting futures shall be highmf racy lamps gr not leas than 75 percent of the psnnenently installed lighting fixtures shall contain only high-efOcecy,lamps. Exception:Low-voltage lighting. R404.1:1 Lighting equipment(Mandatory).Fuel gas lighting systems shag not have continuously burning pilot lights. 2123/20101:31 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complis Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Davenport Bonus 3040 Right NE Builder Name: Toil Brothers . Street: Lot 80 Atlantic Beach CC Permit Mae: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number. Owner. Toll Brothers Jurisdiction: 261300 _ Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General Acontinuous air harder shall be Installed In the building envelops. Air-permeable insulation shall The superior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks orpints in the air barter shall be sealed. - Ceiling/attic The air harder In any dropped ceilinglsoffit shall be aligned with The insulation in any dropped ceilinglsoffit the insulation and any Baps In the air barrier shall be sealed. shall be aligned with the air banter. I Access openings,drop dawn stairs or knee wall doors to uncorditioned attics aces shall be sealed. Wells The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The Junction of the top plate and the top of exterior walls shall he shall be insulated by completely filling the cavity with sealed. a materiel having a thermal resistance of R-3 per Inch Knee wells shall be seated. minimum. Exterior thermal envelope Insulation for framed walls shall be installed in substantial confect and continuous alignment whin the air barer. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed Rirnjoists Rim jolsts shall include the air harder. Rim Joists shall be insumbd. Floors The air banner shall be Installed at any exposed edge of Floor Laming cavity insulation shall be installed to (including Insulation. maintain permanent contact with the underside of above-garage suEOoor decking,or floor framing cavity insulation and cantgevered 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 eidends from the bottom to the tap of all perimeter floor framing members. Crawl.pate walls Exposed earth in umented cowl spares shell be covered with Where provided instead of floor Insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently allached to the crawlspace walls Shafts,penetrations Duct shafts,uallty penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow=villas 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 his provided between the garage and conditioned spun s. Recessed lighting Recessed light furfures Installed In the building thermal envelope Recessed light furfures installed in Bre building shall be seated to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring and plumbing In axterlor walls,or insulation that an Installation readily conforms to available space shall extend behind moon and widno Showerftub The air harder installed at exterior walls adjacent to showers and E dedor walls adjacent to shovers and tubs shall on exterior wall tube shall separate them from the showers and tubs. be insulated. Electricallphone box or The air barrier shall be Installed behind electrical or communication extedorwails boxes or anemled 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 amn the sur nklar cover q let,, Pg"It,or pill... a.Ina clition,inspection or wells shell be in acundance wan the provisions at . 2/2320181:31 Put EnergyGaugeb USA-FlaRes2017 FBC Stith Sill(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance,Method Project Name: Davenport Bonus 3040 Right NE Builder Name: Toll Brothers Street: Lot 80 Atlantic Beach CC Permit Office: Adannc Beach City,State,Zip: Atlantic Beach , FL, Permit Number. i Design Location: FL,Jacksonville Jurisdiction: 261300 I Conti Floor Area:: 3040 sq.R Cond.Volume: 29645 cu ft. i 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 4 Pe Cfm 'Tested leakage must be less than or equal to the 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 system. R402.4.1.2Testing. The mining or dwelling unit shall be tested and verifed 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 853.993(5)or(7),Fiords Statutes or individuals licensed as set forth in Section 489.105(3)(0.(g),or(g or an approved third party.A written repart of the results of the test shall be signed by the party conducting the best and posited to the code official. Testing shall be performed at any time after cma0on of all Penetrations of the building thermal envelope. During testing. 1.Extedorwlndows and doors,fireplace and stove dome shall be closed,but not sealed,beyond the intended weatherstripping or other irfidrebon control measures; 2.Dampens,Including exhaust,intake,makeup air,backdraft and flue dampers shell be closed,but not sealed beyond Intended Infiftretion control measures: 3.Interior doom,If Installed at the time of the lest,shall be open; A.Exledor doors for continuous ventilation systems and heat recovery ventilates shall be closed and sealed; 5.Heating and cooling systems,d Installed at the time of the test,shall be lumad off;and 6.Supply and return register:,A 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 FgHES792, performance results demonstrate compliance individuals as defined In Section �y� 30,�� If with Florida EnergyCoder requirements in 553.993(5)or(7),Florida Statutes or y 40 h accordance with Section 2402.4.1.2. individuals licensed as set forth in t. i Section 489:105(3)(0,(g),or(I)or an approved third party.A written report of (s,,9 SIGNATURE: the results of the test shall be signed f n by the third party conducting the test and provided to the code official. +'tl'G,DD wrl PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 2/232018 1:31 PM EnergyGaugeO USA.FlaRea2017 -Section 2405.4.1 Compliant Software Page i of 1 Project Summary Job: 1 'J Jobe: 10115118l� d (Rest of House) By: Renee Brown McGowan's Heating &Air Conditioning 113M E.Pei by Pw-ay Ct.,JecFeo We,FL 33258 Phare:W 21803J9 Few:904-27an388 Emoll:Noown@mc c-ansac.wm NJeC:www.mceawansx.oan U-nee:LMC... Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Porte Vedra, FL 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email:smerten@tollbrothersinc.mm Notes: The Davenport Bonus Design Weather: Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 34 'F Outside db 99 'F Inside db 70 'F Inside db 75 'F Design TO 37 'F Design TO 24 °F Daily range M Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 30769 Btuh Structure 26033 Blob Ducts 4323 Btuh Ducts 5575 Bluth Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Stun Equipment load 35092 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31608 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5290 Btuh Ducts 944 Blob Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 3040 30 Equipment latent load 6234 Btuh Volume(R' 30376 30376 Air changes/hour 0.37 0.19 Equipment Total Load(Sen+Lat) 37842 Bluh Equiv.AVF(cfm) 187 96 Req.total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carder Trade CARRIER Trade CARRIER Model CH14NB04800GOA0 Cond CH14NB04800GOA0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh@47-F Latent cooling 13800 Blob Temperature rise 30 °F Total cooling 46000 Btuh Actual air flow 1400 Mm Actual air Bow 1400 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heal ratio 0.84 Capacity balance point=28°F Backup: Input=10 kW, Output=35092 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w•IpFrtaOft' 2016061508:H:10 — CoMW Bu r by Mghdso118031 RSU12M Pree1 ...oMers%DavnpodWnus3 ORigMLOtWM.rup Ce =MJB Fmnl Nwrams:NE First Floor 6x12 3-Fan MO SsuqpClsx axis 1.8.B < +z^ 1B' 18318 10i 7' 4. 4. g ae no 88. B' 0 1°.B Ha6 ' 2-waY IR B:R 1Bx3< 10 8' B.+F e^ de X710 8 Wejl{ 8X151 XFlsn R YBA p e P Fan Job McGowan's Heating & Air Conditioninc scale: 1 : 128 Performed by Renee Brown for: Page 1 St..Manan 11320 E.Phillips Parkway Dc Comfort Builder by Wrtghtsaft 100 cape May Ave. Jacksonville,FL 32256 18,031 RSU12270 POme vedra,FL 32001 Phare:9042784339 Fax 900-2]6-0366 201&Od-15 06:45:31 Plwne.(938)21M739 Fax:(934)3148113 www.Fxgmansacwm rbrown@mcgowanaac.wm ...t Bonus 3040 Right Lot 80 AS.mp www.t011GdMn.cem smMenatolldrdneralnc.ccm 2nd SUP Pottr ]'Fan ll mh3 ere a 5 rz' 13R�12-!�12a 1I U. 76 3+ry tavay Job#: McGowan's Heating & Air Conditionin Scale: 1 : 128 Performed by Renee Brown for: Page 2 slave r48hen 11320 E.Phillips Parkway Dr. Comfort Builder by Wrdphtso8 160(epe may ave. Jack3onville,FL 32256 18.0.31 RSU12270 Pole veare,FL 32091 Phone:904-278-0339 Fax 904-278-0366 201&0d-15 W46:31 Phoea904)217-o]39 Fax (5 )814 8173 www.mcgowansac.com Nrawn@mc9 ansac.com _I Bonus 3040 Right Lot 80 AB.rup w.vwlmlpoNen.wm vxxar@ AIuohersinawm Duct System Summary Dale: 10115118 ��me (Rest of House) 9y: Renee Brown McGowan's Heating & Air Conditioning 113M E.Phillips PaTvayDr..JatlumNlk.FL 32Y56 Phons:9043780339 Far.9'.4-37B03P9 Email:Newvnilxm vanniorm NbO:swa mrghawrac Lomas CMC... Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Pointe Vedra, FL 32081 Phone: (904)217-0739 Fax:(904)814-8173 Web:wvlw.tollbrothers.com Email:smerlen@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 0.283 10.107 in H2O 0.283/0.107 in H2O Lowest friction rate 0.074 in/100ft 0.074 in/100ft Actual air Bow 1400 cfm 1400 cfm Total effective length(TEL) 529 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (cfm) FR (n) (in) Matt Ln(ft) Ln(ft) Trunk hat,2 h 980 39 26 0.089 4.0 0x0 VIFx 48.6 270.0 st6 hams h 1006 40 35 0.108 5.0 0x0 VIFx 60.8 200.0 s13 bed2 h 4710 188 164 0.087 8.0 0x0 VIFx 55.5 270.0 st6 mall c 1681 56 74 0.089 7.0 Oxo VIFx 46.8 270.0 sl6 load c 2538 79 112 0.114 7.0 0x0 VIFx 53.1 195.0 st3 ..a, c 2193 87 87 0.092 7.0 0x0 VIFx 45.9 260.0 st7 kyar h 2141 85 73 0.085 6.0 0x0 VIFx 57.3 275.0 sib 9mal nn-a h 2921 117 112 0.074 8.0 Oxo VIFx 73.7 310.0 SOO 9ra,�me h 2921 117 112 0.075 8.0 Oxo VIFx 69.0 310.0 stl0 ,.at mr-c h 2921 117 112 0.087 7.0 0x0 VIFx 59.4 265.0 st7 laundry c 915 17 41 0.102 5.0 0x0 VIFx 48.0 230.0 st8 kx c 2119 93 94 0.114 7.0 0x0 VIFx 52.2 195.0 st3 kn.n c 2119 93 94 0.114 7.0 Oxo VIFx 52.2 195.0 813 moan h 2478 99 74 0.105 6.0 Oxo VIFx 38.4 230.0 st8 mem a 20 0 1 0.105 4.0 Oxo VIFx 40.4 230.0 st8 maaler c 2117 86 94 0.090 7.0 Oxo VIFx 50.7 265.0 st9 ma..A c 2117 86 94 0.089 7.0 Oxo VIFx 46.0 270.0 st9 c 54 2 2 0.105 4.0 Oxo VIFx 38.9 230.0 st8 w•'laneiox• 2018-W 1508:44:16 ak- Cnmbn auiam 4 Mlilosolt 18A31 Fsu12270 Pass mmml0mo,PmaWnua3Gv R9ht Ld8DAB.WP Gk=MJe Fmnl Dmx%os:NE Supply • - Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk sI Peak AVF 305 336 0.108 427 12.0 0 x 0 VinlFlx sti st6 Peak AVF 368 337 0.085 675 10.0 0 x 0 VmIFlx st5 st7 Peak AVF 204 199 0.087 462 9.0 0 x 0 VinIFUr sty st5 Peak AVF 572 538 0.085 729 12.0 0 x 0 VInIFIx st4 si10 Peak AVF 233 223 0.074 427 10.0 0 x 0 VinlFlx st9 stg Peak AVF 404 411 0.074 523 12.0 0 x 0 VmIFlx st8 stB Peak AVF 522 528 0.074 494 14.0 0 x 0 VinlFlx st4 SO Peak AVF 1095 1064 0.074 784 16.0 0 x 0 VinlFlx st1 st1 Peak AVF 1400 1400 0.074 530 22.0 0 x 0 VinIFIX Return Branch Detail Table Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mall Trunk rb4 0x0 493 539 145.7 0.074 1545 8.0 Ox 0 VIFx rt1 rb3 0x0281 257 142.9 0.075 516 10.0 Ox 0 VIFx rti rbi 0x0 625 603 141.2 0.076 448 16.0 Ox 0 VIFx rti Return Trunk Detail Table III nkH1g Clg Design I Ill: Diam H x W Dud Name Type (Cfm) (c6n) FR (fpm) (in) (in) Material Trunk rti Peak AVF 1400 1 1400 1 0.074 792 18.0 0 x 0 VinlFlx - wrightsoR' 201&W-15 ae:a:16 Canal ,EyN htso 18.0.31 RW12270 Ppe2 _d0e ss avenOW[Wus3 !Fbg8iWWA6.rvP Calc-ws FmnlD rlams:NE S �r Cash City!� Vr ofAtlanticBeach • • • • • DESCRIPTION ACCOUNT QTY PAID PermitTRAK $55.00 RES18-0104 Address: 1708 ATLANTIC BEACH DR APN: 169505 1695 $55.00 CO PUBLIC WORKS 04/02/2019 SW $55.00 CO PUBLIC WORKS 04/02/2019 SW 45500003221002 0 $55.00 TOTAL •A . : • : : 11 Date Paid: Monday, April 08, 2019 Paid By: TOLL FL VI LIMITED PARTNERSHIP Cashier: CB Pay Method: CREDIT CARD 9 00, Printed: Monday,April 08, 2019 3:13 PM 1 of 1 4