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594 COASTAL OAK LN - PERMIT RES18-0179 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0179 Description: new single-family home Estimated Value: 429696.1 Issue Date: 6/5/2018 Expiration Date: 12/2/2018 PROPERTY ADDRESS: Address: 594 COASTAL OAK LN RE Number: 169505 2020 PROPERTY OWNER: Name: CURY JAMES D Address: 1761 OCEAN GROVE DR ATLANTIC BEACH, FL 32233-5844 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 12276 San Jose Boulevard #120 Jacksonville, FL 32223 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. SifyCity of Atlantic Beach APPLICATION NUMBER j' Building Department (To be assigned by the Building Department.) 800 Seminole Road _� ( �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 I �^ E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -SCI q C MS�j1 Det L Lf) J D rtment review required Ye oONo Applicant: J sy l(u PI nning &Zoning (��, \/ Tree A minis rator Project: �LJ 5, f\C1N � �' a ()1 , ��{ Vl(�y✓�Q �cworks ublic Utilities Fi"Services 'Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPVCATION STATUS Reviewing Department First Review: Approved. ❑Denied. []Not applicable (Circle one.) Comments: PLANNING &ZONING Reviewed by: Date: S/2-? -?Cy TREE ADMIN. Second Review: ❑Approved as revised. [:]DeniEd. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 � � � ^�� Job Address: T )L (,C�0.0�a�Q 0.k �L inc— Permit Number: r1 c Legal Description � HS AAlan-h . R�PLLGh .rx ab-I!a C)t_i h llnl_� 01-• RE# �(JgSOS ' 2_020 Valuation of Work(Replacement Cost)$7�1 ! _Heated/Cooled SF 3 C}1 Y Non-Heated/Cooled —1I0, • Class of Work(Circle one): ew Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commerciale5ldent TED• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes o • 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 MAY 16 2018 Florida Product Approval# for mu lerotDducts use product approval form Property Owner Information ��++�� sul0rg _",q7 ent Name:�ct,rYrs` RaJ.ar rgava 0AA Address: 1')1o\ OCA A"C*j ,c-f F1 City jgr}%C GCGZ C h State f�f, zip 'y3 Phone 1-1 C75 E-Mail�P\G U1(e) bc.i sSbo—A-in. vrc i< Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Wei(5iAe_ ffi2rntS 6rm IN Qualifying Agent: "<LtVVVC d VCS Address a�,�_�Unl• Sk t2y City, 12CK_,Io t\AkV_ State��zip 3aaa 3 Office Phone Qi]N -S03 -in S S Job Site/Contact Number State Certification/Registration# CjeL 1_354 I°SS E-Mail Architect Name& Phone# M%Ckla.2.k Engineer's Name&Phone# q0.1 y S l Workers Compensation w_-bia 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,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 A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Sig ure of Owner or nt) (Signature of Contractor) (including contractor) ` `-� Signed and sworn to(or affirmed)before me this �D day of Signed and sworn to(or affirmed)before me this A day of by 7 7\� .by�0. 1nft� �ObU✓� (Si ure of Notary) (Si natu of o r — � pm°p, [ Personally Known OR .IIIY P [�rsonally Known OR o;�wv Pua��,�, LINDSEY M.BISHOP os'' `a�' LINDSEY M. BISHOP Produced Identification 'r+ *c�= Notary Public•State of Florida [ ]Produced Identificatio ;r, [ ] Commission# FF 946204 * . ? Not Public-State of Florida Type of Identification: Y .F.�' 020 Type of Identification: w•c o o,; mmission#FF 946204 y OFF1?: My Comm.Expires Jan 19,2020 •-'R'=µ`'ms' X11111111 , OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes:6" Edition (2017)Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') , L/ 2% Non-Habitable Space (ft') 15 LAND INFORMATION: Zoning District �GL Flood Zone Minimum FFE yo BUILDING INFORMATION: Construction Type V0 Occupancy Group Number of Stories :1. Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 ;s--L`�ry, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �� -• ` �^� ( �� Atlantic Beach, Florida 32233-5445 J Phone(904)247-5826 • Fax(904)247-5845 � 11 i ', ( I ^' `r�rDate routed: E-mail: building-dept@coab.us 6X� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S� C��TS� I Ott (f) D rtment review required Yes No Buildin Applicant: r minis ra or Project: PLN_) i (NGN J�7 -�(;� (Y1 Iii �(� ubli ;Works ublic Utilities Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. []Not applicable (Circle one.) Comments: BUILDING Reviewed by/r Date: TREE ADMIN. Second Review: []Approved as revised. Denied. ❑ pp ❑ []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 S_I AJ ry, City of Atlantic Beach APPLICATION NUMBER it Building Department (To be assigned by the Building Department.) 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 S I Phone(904)247-5826 • Fax(904)247-5845 ( � 6�-- =d,119 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us �� 9 T.3 APPLICATION REVIEW AND_TRACKING FORM Property Address: -S G C(7G(S��t oi( D rtment review required Yes No Buildin Applicant: �Z ,� 9,( o t�LVV Planning & Zoning Tree A ministrator Project: S► rX,4 J2_7 -'LL (n ublic Works Fire Services Review fee $ Dept Signature �C� 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: APPLJCATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUB ORKS Comments: PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach s� PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date S—Z 3_/ g Project Address Number of Units�_ Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 3 � New Irrigation Meter '� Upgrade Existing Meter from to (size) � New Reclaim Water Meter � Size My New Connection to City Sewer V Applicant Name Applicant Address city State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# l��5 S - 0 7 (i Water System Development Charge $ /, / y o C� Sewer System Development Charge $voo SZ), ao Water Meter Only $ Reclaim Meter Only $ V Water Meter Tap $ Sewer Tap $ Cross Connection $ cs0 , 00 Other $ TOTAL $ (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER JS 1t Building Department (To be assigned by the Building Department.) r V 800 Seminole Road=d =� - - � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826• Fax(904)247-5845 J j E-mail: building-dept@coab.us ; •, Date routed: l t City web-site: http://www.coab.us i `'' . a I t,} APPLICATION REVIEW AND TRACKING FORM Property Address: -S C C oq5kz�,,� ott L (-V) Diwartment review required Yes No Buildin Applicant: �1 V sL( ( t ,( Planning &Zoning \ , Tree A ministrator Project: V1 P. `C)W\k ublic Utilities 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: dApproved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING i Reviewed y: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp []Denied. []Not applicable Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2097 REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY"and V-�\W-Y`Si Cwt. 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 t4e5lw bz)n 1S.Ay-,-CA-i OT) 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 50y C-nCL SAZAI k 00ly- L-CA-10k_ • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 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 easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by e USER. p Date �� l 0 7,k)�D Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this C)day of rnaAnr 120 by who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. 1 ignature cDlotary Public, S of Florida Department Approval: Personally Known Produced Identificati s'•. LINDSEY M.BISHOP r: °= Notary Public-State of Florida N* Commission# FF 946204 Scott illtams,Public Works Director/ FF�Oe`� My Comm.Expires Jan 19,2020 Kayle Moore,Public Utilities Director HAMaster Forms\Public- ent 2.5.18.docx Revision Date:2/5/18 RIGHT-OF-WAY / EASEMENT PERMIT OR s Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address C 0(L5tCL-\ on-- arx Phone O1UL-1 - . 1 C),5�7- yA � Permittee ,JQ.t��dQ AQPne S 4C>� FL Email Q.1 SY1gQ �,I�iT,,ru,Vn,,u .G -sl Requesting Permission to Constructt��.,,) S {L- Location(Reference to Cross-Street) CADUL,\-r-Q Grl k� Lp�r.JL • 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 (Project Superintendent) with Company Name RAJ 2 rS�de, 1-EtxY�eS Phone q 0-� • rj 61 1 • OH 8 5 • 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 Public Works shall be notified twenty-four(24) hours prior to starting work and again immediately upon completion. Date Jr IL I�� Permittee(signed in presence of Notary Public) �— STATE OF FLORIDA,COUNTY OF DUVAL ,'� The foregoing instrument was acknowledged this�day of `(Yl fJLMC 120 1 by MGL JJbC&AJ Rtpbt)./ij who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Vl Personally Known 11 Signature of Notary Public,State o F r ed Identification(Type) ,ossa` LINDSEY M. BISHOP Notary Public-State of Florida * '•' Commission#FF 946204 My Comm.Expires Jan 19,2020 11• OFFICE COPY SITE PLAN LOT 145 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 LANE c ( IN FEET ) COASTAL OAK �a� \�Z�gIs��9C 1 inch = 30 ft. (R/W VARIES) W41 245.36'(P) zl _ - N85-35'25wE - / IP•L 20.50' / 10.1 10.3 U' 26, DENOTES PROPOSED CONCRETE PIS 6 1 0. 7.5' ® DENOTES PROPOSED PAVERS ONAIR st ❑� DENOTES CHEMICAL TOILET � j LAY DOWN AREA I WAY -=J 1 10.3 ri- DENOTES FUTURE 4" TREE t1 n. -•" OL61p5+EN Lir 9.00 bum PER AM FINISH Rt1a EUNK 4�wA EVSf BE Z V) 12� N I -P. leAars- � m+220q'.'. s.o0' nRar-xo AMK F RIGHT FAnt aF I n1Y OY AN 1 eFEE OF aF N 'v:' ?91tCM! WAY AND IS FEET FROM MALTING NO FACE OR raga TO sTa of wart a.1.EXCEPT GSD 2200' � G50 S � cawan(.o.- -Ia Lms (n Iy a F'ai w1 a THE Na-Amass cc BEa FEET FROM YARD 6R C e1111fIMC i -OF MMT 9.7 m 7 I I ">. a w4r. t1 PROPOSED 9.8 -3 TWO STS V1 DENCE "d SOD BREAKDOWN r N HATTERAs rn TOTAL LOT AREA 15,479 Sq.Ft O Gp I• a ELEV.B 5� R TO CURB 945 Sq.Ft. '-3 q I 53.67%85.33 GROSS SOD AREA 16,424 Sq.Ft r g u IOy pp Z DEDUCTIONS ; Ir fn FOUNDATION SLAB 3,727 Sq.Ft. I' DRIVEWAY 721 Sq.Ft. 29.42' f I LEAD WALK 72 Sq.Ft. SIDEWALK AREA 280 Sq.Ft. COVERED: ' I A/C PAD(S)6 GARAGE $ ".Il•N�l, '..''g SERVICE DOOR SLAB Bfi Sq.Ft. ,5.25y9.42'•.:! ) • WATER/CONSERVATION 7,079 Sq.Ft. 6.17 .' 1.6'�EAVE TR) TOTAL.DEDUCTIONS_ 11,965 Sq.Ft. NET SOD AREA 4,459 Sq.Ft. ZONE%PFTt L17MR L LINE TABLE IMPERVIOUS COVERAGE T�NE X PEN FEMA MAPS j� 146 9.1 LINE DIRECTION LENGTH IMPERVIOUS Sq.Ft. LOT Sq.Ft S (p Li(C) N8535'25E 154.27 4,448 Sq.Ft. 15,479 Sq.Ft 26.78 9.1 (VACAt1T) 16,479 8q• rt" L2(P) SB575.25'W 70.00 ,.i• L3(P) 503'33'50"E 70.01 + •r, BUILDING COVERAGE �,(I. LS(C) N56R6'10"E 70.01 COVERED Sq.FL LOT Sq.Ft i 10 L4(P) $8575'25"W 70.00 3,727 Sq.Ft. 15,479 Sq.FL I 24.OX: fr GENERAL NOTES N 1.BEARINGS ARE BASED ON THE CENTERLINE OF COASTAL OAK LANE AS BEING S85'35'25"W. DRAINAGE 2 DRAINAGE ELEVATIGNS SHOWN HEREON ARE BASED ON NAVD 1986. N EASEMENT 3.PORTION OF THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X"AS DEPICTED ON THE LOMR-F CASE N /15-04-4216P,DATED MAY 4,2015.THE REMAINDER SHOWN HEREON UE WITHIN FLOOD ZONE'X",'%(SHADED)', 0 AE"AS DEPICTED ON THE THE LOMR-APP CASE fl4-04-0427P,DATED AUGUST 7,2014 COMMUNITY NUMBER 120077,PANEL NUMBER 0401111,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A F.I.RM.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION'S CD ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WELL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1985- 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES k NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6.ADDITIONS DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=30'OR SMALLER. ' 8.ENTRIES a PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED k ''''''' •... NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL VEGETATIVE.AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING. EASEAENTS OR FREEDOM OF ENCUMBRANCES L3 12.THIS SITE PLAN WAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL,STATE•REGIONAL OR LOCAL AGENCY, BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSBIUTY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES LOT 164 14.THIS SITE PLAN IS BASED ON INFMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVE MENT TIESORAS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LOT 165 UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. LOT 166 BASEDE 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. - I 16.PUBUC SDEWALKS DEPICTED HEREON ARE BASON THE CIVIL CONS LOTION PLANS THEY ARE SHOWN FOR FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION , AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS THERE IS A MAXIMUM 2S SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL.AT A MINIMUM,MEET CURRENT COUNTY AND ADA STAND OS.CROSS SLOPES SHALL BE NO MORE THAN 2Z THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES.ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. PREPARED FOR;RIVERSIDE HOMES CERTD7DsD TO:RIVERSIDE HOMES HARTRAM TRAIL SURVEYING, INC. I'-- - LAND SURVRYORS - PLANNERS - LAND DEVELOPNIENT CONSULTANTS M� A= 1501 COUNTY ROAD 915 SUITE NO. 106 90422 284-2824 GREEN COVE SPRNNGSA FL 92049 FAY 904) 284-2258 _�� CERTIFICATE OF AUTHORM&TION LB /89999994449991 COPYRIGHT C 2018 NOTATION: F.I.R.M.FLOOD ZONE X(N/A),X(SHADED), ;=--I "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: At AE(5) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram IZOMF5 04001M PANEL NO.: _ direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information �F*b.04-4MgP, M �=�A® Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims _ _ _-omo ww Am Board of Professional Surveyors and Mappers, Chapter of easements. Rights-of-way,setback lines, overlaps, - oro�Nw 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements.reservations or other FB/PG N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search "-m�ookeru � SCALE: rn��' -moo N/A N/A This survey is prepared and certified for the exclusive use of DATE: 3/19/15 1"m30' -moo A.m,ooww wxo-m ovoo Awo ovum FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and rT__L__OF_1 NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and18-021 THOMAS P. HUGHES, P.L.S. moppar. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG OFFICE COPY Atlantic Beach Country Club lot 145 594 Coastal Oak Lane Atlantic Beach, FL 32233 Single Family Detached-Group R3 2017 Florida Building Code Michael Stauffer 1093 A1A Beach Blvd., Ste. 330 St.Augustine Beach, FL 32080 SITE PLAN LOT 145 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 C" IN FEET COASTAL OAK LANE 1 inch = 30 ft. (R/w VARIES) N85-35'25"E -q- - CURB ", 20.50 20.50' (PER NSP) 10.1 4!9 10.3 26. ........ DENOTES PROPOSED CONCRETE (SEENM 0. I8.01 7.5'JE!-L DENOTES PROPOSED PAVERSON SI 40�) LAY DOWN AREA 0 1 WA - DENOTES CHEMICAL TOILET � - 10 DENOTES FUTURE 4" TREE Bao 9.00 PER ARB.FNW FUDDR �A-. BE �To BACK or Ren,0, P9": 9.00' 11.17' .Y .15FEET-MA1.01N. F�EMPORW To EAGX or &17' 22aawm�oouu-rnwrA¢Lots � .06 C' Ron 0"mr,EXOD" 0913 m.�F 9.7 of WAY. IT.S7CT'EDG 9.8 0 , .ENCE F.F.ELEV. .40 SOO BREAKDOWN Mj-- COMMUNITY DEVELOPMENT & TOTAL LOT AREA 15,479 Sq.Ft S R7W-MCURB 945 Sq.Ft. 53.6T x 85.33' M GROSS SOD AREA 16,424 Sq.Ft Z DEDUCTIONS APPROVED,,, 0 FOUNDATION SLAB 3.727 Sq.Ft. M DRIVEWAY 721 Ft. 29.4f LEAD WALK 72 L . SIDEWALK AREA 280 Sq. COVERED: A/CPAD(S)&GARAGE Al SERVICE DOOR SLAB 86 Sq.Ft. WATER/CONSERVATION 7.079 Sq.Ft. 15.25! • JQ1ALJFJ&C1= 11,9B5 Sq.Ft. 1.6 NET SOD MEA 4.459 Sq.Ft, ZONE X PER LOMB L LINE TABLE �-Po FEIAA MAPS IMPERVIOUS COVERAGE 9.1 'IV J LINE DIRECTION LENGTH IMPERVIOUS 59.Ft. 9.1 IL45 LI(C) NII5�3525E 154.27 q.Ft. (VACANT) 16.479 Sq- L2(P) SB53V25"W 70.00 L3(P) 50333'50*E 70.01 L3(C) NBB'28'10*E 70.01 BUILDING COVERAGE 58575'25'WW 70.00 COVERED Sq.Ft.I LOT S,71`LX 3,727 S, 'i 15,479 Sq.FLL 24.0%1 24... GENERAL NOTES 1.BEARINGS ARE BASED ON THE CENTERLINE OF COASTAL OAK LANE AS SONG S85*35'25'W. DRAINAGE Z DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. F 3.PORTION OF�E LANDS SHOWN HEREON UE WITHIN FLOOD ZONE"X'AS DEPICTED ON THE LOMR-F CASE _ASE)AEmT 0) IMS-0-4218P,DATED MAY 4,2015.THE REMAINDER SHOWN HEREON UE WITHIN FLOOD ZONE'X-.-X(SHADED)-, 0 -AE'AS DE34CTED ON THE THE LOM CASE 014-04-0427P,DATED AUGUST 7,2014 COMMUNITY NUMBER 120077.PANEL NUMBER D4011H.DATED.JUNE J.2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A.RILP M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION'S ON THIS S17E PLAN ARE VA. ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNIS FLOOD PLANE MANAGEMENT REPOSITDRI DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAM)1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. S.ADDITIONS.DELETIONS rl) Y WRITTEN INFORMATION ADDED TO THIS MAP MD/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED Y 4:SIGNING SURVEYOR 7.THIS MAP IS INTENDED BE MEWED AT A SCALE OF 1'=3W OR SMALLER. B.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED& ................... NOT ENCLOSED. 9.UPLAND SUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS 97E PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12_THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVEAREAS.WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE.REGIONAL OR LOCAL AGENCY, L3 BOARED.AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESILING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. ' 13.UNLESS A COMPARISON S MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. 1' LOT 164 THIS SITE PLAN is BASED ON INFORMATION AS PROMDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LOT 165- UNLESS OTHERWISE THERVASE NOTED.ALL BUILDING TIES ARE SHOWN M THE FOUNDATION. LOT 166 16.PLEASE REFER TO THE PLAT ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. DEWAL`KS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOW FOR INFORMATIONALPURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION DIMENSIONS MEN ONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2Z 17.THIS IS NO A BOUNDARY SURVEY. HL PUBLIC SI , SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND FLATWORK SHALL.AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES.VALM`SiETC)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE- REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS 20.AT PADS MUST MAINTAIN 3-AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. PREPARED FOR:RIVERSIDE HOMES CERTUM TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. 7-" .mew -aw-w-c- LaM SURVEYORS M PLANN - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD $15 SUITE NO. 106 04 -2224 <cx FAX�Q 904�284 GREEN COVE SPRINGS, FL 32043 254-2258 fog CIRTIFICATE OF AUTHORIZATION LB #69 1 COPYRIGHT @ 2018 NOTATION: F.I.R.M.FLOOD ZONE X(N/A).X(SHADED), -.j- "l HEREBY CERTIFY,that this survey graphically represents The e survey hereon was made without benefit of abstract or W/ELEVATION: &AE(6) the results of a field survey made under my responsible search of title•and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding informationPANEL NO.: LOMR-Fft5-04-421 5/a/la 6P.5/4/15 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims LOMR- -04-0427P.B&A -APPA+ 4 Board of Professional Surveyors and Mappers, Chapter of easements.Rights-of-way,setback lines,overlaps, 5J-17 F.A.C.; Pursuant to section 472.027.Florida Boundary Line disputes,agreements,reservations or other N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract•or search. FF N/A N/A This surveDATE: SCALE y is prepared and certified for the exclusive use of -- 3/19/18 1'=30 FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof ore not wild without the signature and PROJECT NO.: - REVISION: NIA theoriginal raised seal of a Florida licensed surveyor and 1349-18-021 THOMAS P. HUGHES P.L.S. mapper. I STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN.1 DDM CHECKED BY-. DSG SHEET 1 OF 1 SITE PLAN LOT 145 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 0 ( IN FEET ) COASTAL OAK LANE 1 inch = 30 1t (R/W VARIES) 245.36'(P) PJ. - N85'35'25"E -%- - / 2 20.50' 0.50' 10.3w I 26. 10.1 DENOTES PROPOSED CONCRETE ( °) �I ® DENOTES PROPOSED PAVERS o. ao z5',IEA-E ❑DT DENOTES CHEMICAL TOILET ur DOWn AREA I wnY � 10.3 '+- DENOTES FUTURE 4" TREE 2a IwI IPST� air .{� 9.00 PER FINISH FLOOR OATMUST BE 24• r ., ••S1BAa(e•• .. 22.00'.:. a1r FepR-2D FEEr feb,IAQ:CF I b cFAAAK 1 eFEE a aaHr of N P CH: '..• 9.00' . xuY ANp a FEE FAOI MSlnxc � 'No (rl mo,r OR Pa r' ro BAa of 22.00' . ISLan of rur,LTraPT air F wEra TA Cil �i G� $ (T Fear DE MMMM YAAa 91ALL 3 BE 10 FEET feats GARAIA f WC .-.FACE TO s-OF BdT 9.7 1'I.1 K WAY. TVIO SPTppREgDENCE9.8 113 SOD BREAKDOWN m..,me"Y1f F.FIYPE'C� TOTAL LOT AREA 15,479 Sq.Ft r0 CI; HELEV ABS CIDR TO CURB 945 Sq.Ft. 13 g I S 53.8r x 85.33' GROSS 500 AREA 16,424 Sq. t p DEDUCTIONS FOUNDATION SLAB 3,727 Sq.Ft. +I DRIVEWAY 721 Sq.Ft. I 29.42' LEAD WALK 72 Sq.Ft. I SIDEWALK AREA 280 Sq.Ft. I COVERED: :•�: ASERVICE DOORS SOOR 9A8�°6 Sq.Ft g ;., V•NIJ'.:T•_.;,g I 15.25' WATER/CONSERVATION 7,079 Sq.Ft J TOTAL D D U TONS 1,985 Sq.Ft. Wr NET SOD AREA 4,459 Sq.Ft. ZOHE x PER LAR L LINE TABLE IMPERVIOUS COVERAGE LANE X PER FEAR MAPS LINE DIRECTION LENGTH IMPERVIOUS Sq.FL LOT S4 FL ; 91 W• 1� 49.1 .448 Sq.Ft. 13479 ,�,'��w,,,,,,�Vft LI(C) N8535'25"E 154.27 Sq.FL 2a71E (Q�wF+�`/ 11(P) Sa535'2.5"W 70.00 15,479 9q. f� LJ(P) 50333'50"E 70.01 BUILDING COVERAGE '} , L3(C) NB8R6'10"E 70.01 COVERED Sq.Ft. LOT SF FL i y� L4(P) S5535'25"W 70.00 1727 Sq.Ft. 13479 Sq.FL 24.0% f'e GENERAL NOTES. N j 1.BEARINGS ARE BASED ON THE CENTERLINE OF COASTAL OAK LANE AS BEING 585'35'25"W. DRAINAGE 2DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. N PORTION OF THE LANDS SHONN HEREON UE WITHIN FLOOD ZONE"X"AS DEPICTED ON THE LCMR-F CASE N EASEMENT /I5-04-4216P,DATED MAY 4,2015.THE REMAINDER SHOWN HEREON UE WITHIN FLOOD ZONE"X",•%(SHADED)', O AE"AS DEPICTED ON THE THE LOMR-APP CASE/14-04-0427P,DATED AUGUST 7,2014 COMMUNITY NUMBER n 120077,PANEL NUMBER 040811,DATED,JUNE J.2013•THE FLOOD ZONES SHOWN ON THIS STE PLAN ARE SCALED OFF OF THE F.EM.A F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S 0 ON THIS SIZE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY �--� HAVE BEEN SUBSEQUENT REVISONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBUC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD less. S. NO UNDERGROUND FOUNDATIONS OR UTILITIES R NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=J0'OR SMALLER. S.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED h .''. ............ NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE L3 AREAS,WILDUFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY, BOARD,AND COMMISSION OR OTHER ENTITY AND ANY UABLUTY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. IJ.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL MTi PLAT VALUES 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. LOT 164 15.BUILDING AND IMPROVEMENT TES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LOT 165 •... UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 18.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. LOT 166 17.THIS IS NOT A BOUNDARY SURVEY. 18.PUBLIC SDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS THEY ARE SHOW FOR I IN PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2i THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTUTIES(METER BOXES,VALVES ETC.)SHALL NOT BE INSTALLED WITHIN THE SDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT OMENSONS. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES, PREPARED FOR:RIVERSIDE HOMES CERT1 FLED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING° INC. LAND SURVEYORS - PLNNSR3 - LVID DEVXWPXM CONSULTANTS 1501 COUNTY ROAD 915 SUITS NO. 108 (604) 284-2224 GREEN COVE SPRINGS, FL 92049 FA% (90494) 284-2258 CERTIFICATE OF AUTHORIZATION LB t8 1 _ COPYRIGHT © 2018 NOTATION: F.I.R.M.FLOOD ZONE X(N/A),%(SHADED), •I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: 8:AE(6) ru,A_ som,�,wmr the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram m.o sxw direction and compiles with the latest Standards of Trail Surveying make no Certifications regarding Information PANELPANEL NO' 21 5°/4 ° Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims Board of Professional Surveyors and Mappers. Chapter of easements,Rights-of-way, setback Ilnes,overlopa, FEEL B PG 5J-17 F.A.C.; Pursuant to section 472.027,Florida / Boundary Line disputes,-way, etba reservations a other N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search N/A N/A This survey is DATE: SCALE: y prepared and certified for the exclusive use of 3/19/1° 1':x30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349_18-021 THOMAS P. HUGHES, P.L.S. rnOppBf• STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN 8Y': DD. CHECKED BY: DBG SHEET 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3474(Hatteras) Builder Name: Riverside Homes Street: 594 Coastal Oak Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Cury Residence Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3382.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3082.50 ft2 b.Frame-Wood,Adjacent R=13.0 300.00 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 (2602.3 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2378.00 ft2 6. Conditioned floor area above grade(ft2) 3474 b.Knee Wall(Unvented) R=0.0 224.30 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(576.1 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 347.4 a. U-Factor: Dbl,U=0.35 576.08 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 347.4 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:14.00 b.Central Unit 24.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 42.0 HSPF:8.20 SHGC: b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.573 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3474.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2356.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1096.00 ft2 None c.other(see details) R= 22.00 ft2 15.Credits Pstat Glass/Floor Area: 0.166 Total Proposed Modified Loads: 80.10 PASS Total Baseline Loads: 89.62 I hereby certify that the plans and specifications covered by Review of the plans and S?, , this calculation are in compliance with the Florida Energy specifications covered by this Digitally signed by Douglas R Suckles Code. calculation indicates compliance DN:cr-Douglas R.Suckles,c=US,o=-A/ Douglas R.StiCkles,Masters HVAC,Inc. with the Florida Energy Code. rrn, '"'.�. , 0 PREPARED BY: wte zo,e.as17,a:oz3e-oaoo Before construction is completed DATE: ��'t this building will be inspected for compliance with Section 553.908 * • I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cock - COD W8' " OWNER/AGENT: / ✓J L'ndS bps BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3474(Hatteras) Builder Name: Riverside Homes Street: 594 Coastal Oak Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, a-6 Permit Number: Owner: Cury Residence Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3382.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3082.50 ft' b. Frame-Wood,Adjacent R=13.0 300.00 ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10.Ceiling Types (2602.3 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2378.00 ft' 6. Conditioned floor area above grade(ft') 3474 b.Knee Wall(Unvented) R=0.0 224.30 ft' c. N/A R= ft' Conditioned floor area below grade(ft') 0 11.Ducts R ft' 7. Windows(576.1 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 347.4 a. U-Factor: Dbl,U=0.35 576.08 ft' b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 347.4 SHGC: SHGC=0.22 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency a.Central Unit 42.0 SEER:14.00 SHGC: b.Central Unit 24.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF:8.20 SHGC: b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.573 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems a.Propane Tankless Cap:1 gallons 8. Floor Types (3474.0 sqft.) Insulation Area EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2356.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1096.00 ft' None c.other(see details) R= 22.00 ft' 15.Credits Pstat Glass/Floor Area: 0.166 Total Proposed Modified Loads: 80.10 PASS Total Baseline Loads: 89.62 1 hereby certify that the plans and specifications covered by Review of the plans and O�ri1i�Sr4.;� this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed 6y Douglas R.Stickles calculation indicates compliance Douglas R.Stickler DN:cn=DouglasR.S[ickles,c=US,o=A Energy = a C Masters HVAC,Inc. with the Florida Ener Code. Date:2018.03.2714:02:36-04'00' PREPARED BY: Before construction is completed a DATE: �t1 this building will be inspected for 0 compliance with Section 553.908 * • �. I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Codp. COD WE OWNER/AGENT: &S5 4 BUILDING OFFICIAL: ?O` 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). 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: RIVER3474(Hatteras) Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 3474 Lot# 145 Owner Name: Cury Residence Total Stories: 2 Block/Subdivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 0 Street: 594 Coastal Oak Lane Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2356 23560 2 Block2 1118 10062 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2356 23560 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1118 10062 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 227.3 ft 0 2356 ft2 ---- 0.75 0 0.25 2 Floor Over Other Space 2nd Floor ---_ ---- 1096 ft2 0 0.4 0 0.6 3 Raised Floor 2nd Floor ---- ---- 22 ft2 0 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2858 ft2 0 ft2 Medium 0.4 No 0.4 No 22 33.7 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2378 ft2 N N 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1 st Floor 0 Blown 1260 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1118 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 224.3 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below# Ornt To Wall TV pe 1 S Exterior Frame-Wood 1st Floor 19 29 6 10 295.0 ft2 0.23 0.75 0 2 E Exterior Frame-Wood 1st Floor 19 14 10 140.0 ft2 0.23 0.75 0 3 S Exterior Frame-Wood 1st Floor 19 15 3 10 152.5 ft2 0.23 0.75 0 _ 4 W Exterior Frame-Wood 1 st Floor 19 62 10 620.0 ft2 0.23 0.75 0 5 N Exterior Frame-Wood 1st Floor 19 22 10 220.0 ft2 0.23 0.75 0 6 N Garage Frame-Wood 1st Floor 13 30 10 300.0 ft2 0.23 0.01 0 7 E Exterior Frame-Wood 1st Floor 19 9 10 90.0 ft2 0.23 0.75 0 _ 8 N Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 9 E Exterior Frame-Wood 1 st Floor 19 12 9 10 127.5 ft2 0.23 0.75 0 10 S Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 11 E Exterior Frame-Wood 1 st Floor 19 24 9 10 247.5 ft2 0.23 0.75 0 _12 S Exterior Frame-Wood 2nd Floor 19 12 9 9 114.8 ft2 0.23 0.75 0 13 S Exterior Frame-Wood 2nd Floor 19 15 9 135.0 ft2 0.23 0.75 0 14 W Exterior Frame-Wood 2nd Floor 19 32 3 9 290.3 ft2 0.23 0.75 0 15 N Exterior Frame-Wood 2nd Floor 19 22 6 9 202.5 ft2 0.23 0.75 0 _16 E Exterior Frame-Wood 2nd Floor 19 1 9 9.0 ft2 0.23 0.75 0 17 N Exterior Frame-Wood 2nd Floor 19 19 6 6 6 126.8 ft2 0.23 0.75 0 18 E Exterior Frame-Wood 2nd Floor 19 25 9 9 231.8 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 6 8 48 ft2 2 N Insulated 1st Floor None .46 3 8 24 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 S 1 Vinyl Low-E Double Yes 0.35 0.22 N 48.0 ft2 15 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.35 0.22 N 128.0 ft2 15 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.35 0.22 N 21.3 ft2 31 ft 1 in 1 ft 0 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.35 0.22 N 44.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 5 W 4 Vinyl Low-E Double Yes 0.35 0.22 N 49.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 6 W 4 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 7 W 4 Vinyl Low-E Double Yes 0.35 0.22 N 25.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 8 N 5 Vinyl Low-E Double Yes 0.35 0.22 N 33.0 ft2 9 ft 10 in 1 ft 0 in Drapes/blinds Exterior 5 9 E 7 Vinyl Low-E Double Yes 0.35 0.22 N 11.3 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 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 10 E 11 Vinyl Low-E Double Yes 0.35 0.22 N 33.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 11 W 14 Vinyl Low-E Double Yes 0.35 0.22 N 45.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 12 W 14 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 13 N 15 Vinyl Low-E Double Yes 0.35 0.22 N 30.0 ft2 9 ft 7 in 1 ft 0 in Drapes/blinds Exterior 5 14 N 15 Vinyl Low-E Double Yes 0.35 0.22 N 48.0 ft2 9 ft 7 in 1 ft 0 in Drapes/blinds Exterior 5 15 N 17 Vinyl Low-E Double Yes 0.35 0.22 N 18.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 16 E 18 Vinyl Low-E Double Yes 0.35 0.22 N 30.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 767 ft2 767 ft2 88.9 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00043 3922.6 215.34 404.99 .4081 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 42 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 24 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 42 kBtu/hr 1260 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 14 24 kBtu/hr 720 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.86 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 347.4 ft Attic 86.85 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 347.4 ft Attic 86.85 ft Default Leakage 2nd Floor (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma Jun rl Jul rj Au X Se Oct Nov Dec HeatinJan Feb tX�Mar �Ap Ar May �Xj Jun Jul AuSeP Oct Nov H Dec Ventin Jan Feb X Mar Apr [ May Jun JulAug Se [X]Oct HX Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/27/2018 12:53 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* = 89 The lower the EnergyPerformance Index, the more efficient the home. 594 Coastal Oak Lane, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3082.50 ftz b. Frame-Wood,Adjacent R=13.0 300.00 ft 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2378.00 ftZ 6. Conditioned floor area(ftZ) 3474 b.Knee Wall(Unvented) R=0.0 224.30 ftZ c. N/A R= ft2 7. Windows- Description Area 2 a. U-Factor: Dbl,U=0.35 576.08 ftZ 11. Ducts R ft a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 347.4 SHGC: SHGC=0.22 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 347.4 b. U-Factor: N/A ftZ SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 42.0 SEER:14.00 SHGC: b.Central Unit 24.0 SEER:14.00 d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.573 ft. b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2356.00 ftZ a.Propane EF:0.86 b.Floor Over Other Space R=0.0 1096.00 ftZ b. Conservation features c.other(see details) R= 22.00 ftZ None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �4'tItEST,q�� Construction through the above energy saving features which will be installed (or exceeded) e 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed y6,,;''� based on installed Code compliant fe ures. urs, -ti`=. '•\a�� Builder Signature: Date: S Address of New Home: ljc� City/FL Zip: On 3a-�33 *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. 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 594 Coastal Oak Lane Permit Number: Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual 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). The 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. 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 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. 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. 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 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/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. 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to 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 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 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. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturers air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F(1 YC)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by 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 tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the 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. 3/27/2018 12:53 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'/z 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 TM-1,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 minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and 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 R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMU (CFM) (CFM/WATT) (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/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 3/27/2018 12:53 PM EnergyGauge®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 within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and 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(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 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. R403.10.2 Time switches.Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/27/2018 12:53 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(Mandatoryke 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. 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3474(Hatteras) Builder Name: Riverside Homes Street: 594 Coastal Oak Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach , FL, Permit Number: Owner: Cury Residence 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 or joints 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 Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. y pp shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers 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/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed 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 IC 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 a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance iv f � i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: RIVER3474(Hatteras) Builder Name: Riverside Homes Street: 594 Coastal Oak Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3474 sq.ft. Cond.Volume: 33622 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm 4 Pa 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. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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 doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either *'SHE sT,gl, performance results demonstrate compliance individuals as defined in Section 0� _ ,�0 with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or accordance with Section R402.4.1.2. individuals licensed as set forth in ti nu, Section 489.105(3)(f), (g), or(i)or an approved third party.A written report of 0 SIGNATURE: the results of the test shall be signed by the third party conducting the test and provided to the code official. �'pD W-E PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: V �a 'p 3/27/2018 12:53 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3474(Hatteras) wrightsofte Date: 03/27/18 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 29474 Btuh Entering coil DB: 77.3°F Outdoor design WB:77.0°F Latent gain: 8059 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 37533 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 28000 Btuh 95% of load Latent capacity: 12000 Btuh 149% of load Total capacity: 40000 Btuh 107% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 34447 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 119% of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 10.1 kW 100% of load Temp. rise: 65 °F Meets are all requirements ofACCA Manual S. AQ—�- wrightsoft° Right-Suite® 2018-Mar-27 13:53:33 Universal 2017 17.0.23 RSU13256 Page 1 ...ride Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: RIVER3474(Hatteras) wrightsoft` Date: 03/27/18 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0'F Sensible gain: 14795 Btuh Entering coil DB: 76.9'F Outdoor design WB:77.0'F Latent gain: 4620 Btuh Entering coil WB: 63.4'F Indoor design DB: 75.0'F Total gain: 19415 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 105% of load Latent capacity: 6660 Btuh 144% of load Total capacity: 22200 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0'F Heat loss: 20070 Btuh Entering coil DB: 69.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 111% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance:-99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 5.9 kW 100% of load Temp. rise: 62 'F Meets are all requirements ofACCA Manual S. 2018-Mar-27 13:53:33 wrightSOft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 14Mk ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Project Summar Job: RIVER3474(Hatteras) wrightsoftm Date: 03/27118 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 145,Atlantic Beach C. C. Cury Residence Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 42003 Btuh Structure 29564 Btuh Ducts 12514 Btuh Ducts 14705 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 54517 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 44269 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial)1 Structure 8880 Btuh Ducts 3799 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 3474 3474 Equipment latent load 12679 Btuh Volume (ft') 33622 33622 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 56948 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 5.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` wri htsOft- 2018-Mar-27 13:age 1 g Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ICAC;K ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Project Summary Job: RIVER3474(Hatteras) wrightsoftm Date: 03/27/18 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 145,Atlantic Beach C. C. Cury Residence Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25395 Btuh Structure 18975 Btuh Ducts 9052 Btuh Ducts 10498 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 34447 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipmenf sensible load 29474 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial Stories 1) Structure 5300 Btuh Ducts 2759 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2356 2356 Equipment latent load 8059 Btuh Volume (ft') 23560 23560 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 37533 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 12000 Btuh Temperature rise 28 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 29 °F Backup: Input= 10 kW, Output= 34447 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� WPI Ihtsoft' 2018-Mar-2713:53:33 !� 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 �iI�C.PI ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Project Summar Job: RIVER3474(Hatteras) wrightsofte y Date: 03127118 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 145,Atlantic Beach C. C. Cury Residence Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16608 Btuh Structure 10588 Btuh Ducts 3462 Btuh Ducts 4207 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 20070 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14795 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3580 Btuh Ducts 1040 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1118 1118 Equipment latent load 4620 Btuh Volume (ft') 10062 10062 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 19415 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162148 Coil FB4CNP030L AHRI ref 9162148 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 °F Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point = 31 °F Backup: Input= 6 kW, Output= 20070 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrt htSOft' 2018-Mar-27 13:age 3 9 Right-Suite�J Universal 2017 17.0.23 RSU13256 Page 3 o4CCK ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N WrightsoftRight-J®Worksheet Job: RIVER3474(Hatteras) Entire House Date: 03/27/18 A/C Masters HVAC, Inc. By: DRS 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House 1st System 2 Exposed wall 375.6 ft 227.3 ft 3 Room height 9.7 ft 10.0 ft 4 Room dimensions 5 Room area 3474.0 ft' 2356.0 ft' Ty Construction Ll-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �h12E-Osw 0.068 n 2.58 1.46 589 412 1065 602 260 179 463 262 3A-2ov 0.350 n 13.30 10.86 33 0 439 358 33 0 439 358 3A-2ov 0.350 n 13.30 10.86 96 5 1277 1043 0 5 0 0 11J0 0.600 n 22.80 18.36 48 48 1094 881 48 48 1094 881 11 Vel 12E-0sw 0.068 a 2.58 1.46 846 750 1938 1096 605 539 1393 788 I;�C 3A-2ov 0.350 a 13.30 37.40 30 0 399 1122 0 0 0 0 3A-2ov 0.350 a 13.30 37.40 66 0 878 2468 66 0 878 2468 12E-0sw 0.068 s 2.58 1.46 738 518 1339 757 488 268 693 392 3A-2ov 0.350 s 13.30 22.58 220 0 2926 4968 220 0 2926 4968 3A-2ov 0.350 s 0.00 0.00 0 20 0 0 0 14 0 0 12E-0sw 0.068 w 2.58 1.46 910 778 2010 1137 620 539 1393 788 3A-2ov 0.350 w 13.30 37.40 51 0 678 1907 0 0 0 0 3A-2ov 0.350 w 13.30 37.40 81 0 1077 3029 81 0 1077 3029 12B-0sw 0.097 - 3.69 1.73 300 276 1017 477 300 276 1017 477 11 JO 0.600 n 22.80 18.36 24 24 547 441 24 24 547 441 P 1613-15ad 0.061 - 2.32 3.30 224 224 519 739 0 0 0 0 C 16X19-Oad 0.408 n 2.15 1.59 2378 2378 5117 3781 1260 1260 2711 2003 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 1.90 0.70 22 22 42 16 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 2356 381 19640 0 2356 209 10765 0 61 c)AED excursion 0 0 Envelope loss/gain 42003 24824 25395 16855 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 4 920 Appliances/other 29001 1200 Subtotal(lines 6 to 13) 42003 29564 25395 18975 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42003 29564 25395 18975 15 Duct loads 1 30% 50% 12514 14705 36% 55% 9052 10498 Total room load 54517 44269 34447 29474 Air required(cfm) 2073 2073 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri I1t901ft' 2018-Mar-2713:53:33 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Wrightsoft• Right-JO Worksheet Job: RIVER3474(Hatteras) Entire House Date: 03/27/18 A/C Masters HVAC, Inc. By: DRS 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 2 Exposed wall 148.3 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1118.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %h12E-Osw 0.068 n 2.58 1.46 329 233 602 341 3A-2ov 0.350 n 13.30 10.86 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 96 0 1277 1043 11J0 0.600 n 22.80 18.36 0 0 0 0 11 T= 12E-0sw 0.068 a 2.58 1.46 241 211 545 308 3A-2ov 0.350 a 13.30 37.40 30 0 399 1122 3A-2ov 0.350 a 13.30 37.40 0 0 0 0 VIn12E-0sw 0.068 s 2.58 1.46 250 250 646 365 3A-2ov 0.350 s 13.30 22.58 0 0 0 0 3A-2ov 0.350 s 0.00 0.00 0 6 0 0 12E-0sw 0.068 w 2.58 1.46 290 239 618 349 3A-2ov 0.350 w 13.30 37.40 51 0 678 1907 3A-2ov 0.350 w 13.30 37.40 0 0 0 0 R 12B-0sw 0.097 - 3.69 1.73 0 0 0 0 �p 11 JO 0.600 n 22.80 18.36 0 0 0 0 P 16B-15ad 0.061 - 2.32 3.30 224 224 519 739 C 16X19-0ad 0.408 n 2.15 1.59 1118 1118 2406 1778 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 F 20P-19t 0.050 - 1.90 0.70 22 22 42 16 F 22A-tph 1.358 n 51.60 0.00 0 172 8876 0 6 c)AEDexcursion 0 Envelope loss/gain 16608 7968 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 1700 Subtotal(lines 6 to 13) 16608 10588 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 16608 10588 15 Duct loads 1 21% 40% 3462 4207 Total room load 20070 14795 Air required(cfm) 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WP1ghtSOft' Right-Suite®Universal 2017 17.0.23 RSU13256 2018-Mar-27 13:53:33Page 2 ..rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N -wrightsofr Right-JO Worksheet Job: RIVER3474(Hatteras) 1st System Date: 03/27/18 A/C Masters HVAC, Inc. By: DRS 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name 1 st System 1 st Floor 2 Exposed wall 227.3 ft 227.3 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2356.0 x 1.0 ft 5 Room area 2356.0 ft' 2356.0 ft' Ty Construction Ll-value Or HTM Area (ftp Load Area (ft' Load number (Btuh/ft'°F) (Btuh/ft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %h12E-Osw 0.068 n 2.58 1.46 260 179 463 262 260 179 463 262 3A-2ov 0.350 n 13.30 10.86 33 0 439 358 33 0 439 358 3A-2ov 0.350 n 0.00 0.00 0 5 0 0 0 3 0 0 11 JO 0.600 n 22.80 18.36 48 48 1094 881 48 48 1094 881 11 V�l12E-Osw 0.068 a 2.58 1.46 605 539 1393 788 605 539 1393 788 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 a 13.30 37.40 66 0 878 2468 66 0 878 2468 12E-0sw 0.068 s 2.58 1.46 488 268 693 392 488 268 693 392 3A-2ov 0.350 s 13.30 22.58 220 0 2926 4968 220 0 2926 4968 3A-2ov 0.350 s 0.00 0.00 0 14 0 0 0 7 0 0 V{V 12E-0sw 0.068 w 2.58 1.46 620 539 1393 788 620 539 1393 788 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 w 13.30 37.40 81 0 1077 3029 81 0 1077 3029 q 12B-0sw 0.097 - 3.69 1.73 300 276 1017 477 300 276 1017 477 �D 11 JO 0.600 n 22.80 18.36 24 24 547 441 24 24 547 441 P 16B-15ad 0.061 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 in 2.15 1.59 1260 1260 2711 2003 1260 1260 2711 2003 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 2356 209 10765 0 2356 209 10765 0 6 c)AED excursion 0 0 Envelope loss/gain 25395 16855 25395 16855 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 25395 18975 25395 18975 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25395 18975 25395 18975 15 Duct loads 1 36% 55% 90521 10498 36% 55% 9052 10498 Total room load 34447 29474 34447 29474 Air required(cfm) 1 1333 1333 1 1 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrt htsOft' 2018-Mar-2713:53:33 4 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 3 ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N -wrightsoft{ Right-l®Worksheet Job: RIVER3474(Hatteras) 2nd System Date: 03/27/18 A/C Masters HVAC, Inc. By: DRS 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 2nd Floor 2 Exposed wall 148.3 ft 148.3 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1118.0 x 1.0 ft 5 Room area 1118.0 ft' 1118.0 ft' Ty Construction LI-value Or HTM Area (ft') Load Area (ftp Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \h -0 12Esw 0.068 n 2.58 1.46 329 233 602 341 329 233 602 341 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 96 0 1277 1043 96 0 1277 1043 W 11J0 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 11 �= 12E-0sw 0.068 a 2.58 1.46 241 211 545 308 241 211 545 308 3A-2ov 0.350 a 13.30 37.40 30 0 399 1122 30 0 399 1122 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 tl12E-0sw 0.068 s 2.58 1.46 250 250 646 365 250 250 646 365 3A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 0.00 0.00 0 6 0 0 0 3 0 0 12E-0sw 0.068 w 2.58 1.46 290 239 618 349 290 239 618 349 3A-2ov 0.350 w 13.30 37.40 51 0 678 1907 51 0 678 1907 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12B-0sw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 -D 11 JO 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 P 16B-15ad 0.061 - 2.32 3.30 224 224 519 739 224 224 519 739 C 16X19-0ad 0.408 n 2.15 1.59 1118 1118 2406 1778 1118 1118 2406 1778 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 1.90 0.70 22 22 42 16 22 22 42 16 F 22A-tph 1.358 n 51.60 0.00 0 172 8876 0 0 172 8876 0 6 c)AED excursion 0 0 Envelope loss/gain 16608 7968 16608 7968 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 17001 1700 Subtotal(lines 6 to 13) 16608 10588 16608 10588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16608 10588 16608 10588 15 Duct loads 21% 40% 3462 4207 21% 40% 3462 4207 Total room load F20070 14795 20070 14795 Air required(cfm) 740 740 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wr1 ht:.O1Ft- 2018-Mar-2713:53:33 � Right-Suite®Universal 2017 17.0.23 RSU13256 Page 4 ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Building Analysis Job: RIVER3474(Hatteras) wrightsofte Date: 03/27/18 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Projectformation For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 • Component Btuh/ft2 Btuh % of load Walls 2.7 7888 14.5 Walls Glazing 13.3 7674 14.1 Ducts Doors 22.8 1642 3.0 Ceilings 2.2 5117 9.4 Glazing % Floors 8.3 19682 36.1 Infiltration 0 0 0 Ducts 12514 23.0 Doors Piping 0 0 s Ceilin Humidification 0 0 g Floors Ventilation 0 0 Adjustments 0 Total 54517 100.0 • • I I I • Component Btuh/ft' Btuh % of load Walls 1.6 4809 10.9 Glazing 25.8 14896 33.6 Walls Internal Gains Doors 18.4 1322 3.0 Ceilings 1.6 3781 8.5 Floors 0.0 16 0.0 / Infiltration 0 0 0 I Ducts 14705 33.2 Glazing Ducts Ventilation 0 0 Internal gains 4740 10.7 Blower 0 0 Adjustments 0 Total 44269 100.0 Doors Ceilligsr Latent Cooling Load = 12679 Btuh Overall U-value = 0.232 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. wri htSOft' 2018-Mar-2713:53:35 AM.�_ 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Job: RIVER3474(Hatteras) wrightsoft° Building Analysis Date: 03/27/18 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Dally range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ft2 Btuh % of load Walls 2.8 4958 14.4 Walls Glazing 13.3 5320 15.4 Ducts Doors 22.8 1642 4.8 Ceilings 2.2 2711 7.9 Glazing Floors 4.6 10765 31.2 Infiltration 0 0 0 Ducts 9052 26.3 Doors Piping 0 0 Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments 0 Total 34447 100.0 • • • Component Btuh/ft2 Btuh % of load Walls 1.5 2706 9.2 Glazing 27.1 10824 36.7 Walls Internal Gains Doors 18.4 1322 4.5 Ceilings 1.6 2003 6.8 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 10498 35.6 Glazing Ventilation 0 0 Internal gains 2120 7.2 Blower 0 0 Adjustments 0 Doors Ceilings Total 1 1 29474 100.0 Latent Cooling Load = 8059 Btuh Overall U-value = 0.189 Btuh/ft2-°F Data entries checked. A= Wrl htSOft' 2018-Mar-27 13:age 2 !�� 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ACrC.+P�, ...rside Hames\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N Building Job: RIVER3474(Hatteras) -�- wrightsoft® 9 Anal sis Date: 03/27/18 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft2 Btuh % of load Walls 2.5 2930 14.6 Walls Ducts Glazing 13.3 2354 11.7 Doors 0 0 0 Ceilings 2.2 2406 12.0 Glazing Floors 405.3 8918 44.4 Infiltration 0 0 0 Ducts 3462 17.3 Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Total 20070 100.0 Component Btuh/ft2 Btuh % of load Walls 1.8 2103 14.2 Glazing 23.0 4072 27.5 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 1778 12.0 Floors 0.7 16 0.1 Infiltration 0 0 0 Ducts 4207 28.4 Ventilation 0 0 Glazing Internal gains 2620 17.7 Ducts Blower 0 0 Adjustments 0 Ceilings Other Total 14795 100.0 Latent Cooling Load = 4620 Btuh Overall U-value = 0.335 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. Wrl htSOft' 2018-Mar-27 13:age 3 g Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 ...rside Homes\ATLANTIC Beach CC\ABCC145(Cury).rup Calc=MJ8 Front Door faces: N ho ro o �` ti 45< �so ��3fS� 2i� mi LL rig - mYRep�iF�R os�6. � Q li .a Q 4 U f F W 2 3 0 Lu nk e F q 0 1 e �S� 3s I u Q�sNE4 i �a. 3 5 W k s ClLL�w lL o i 5q . fie Y OL' I<' bl I az}� LL Li z �u IIIpS� O �4 G Z 9 IF m Zp b O �z e `1! 4 r,.,m. pxx •� �� l� 'k I 4 I 3 x N i a y w I i � o W W Z A as w n � � ■ wrvT J, r r � � � Q� E� �=s.^ pi H-H aC I� LL 3 allIak� o 1L W $t w�a,sa �� Baa Msa C C cCZ A -01 s �.b fNs LL CS o � � n dry cn r i y • I ,p fil. DZ �m International Fireproof Technology, Inc. Paint To Protect TM 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588 lb DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fre Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By volume 7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X SpecificGravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77•F &50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10"C to 27'C(50•F to GPM: 1.00 0•F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 8lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Hose: 3/8"diameter airless spray line for the first 100'from pump Advantages of Using DC315 SPF and/"x 3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and machine buildings ■ Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: diameter airless spray line for the first 100'from pump and all 50 states) and'/."x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA 3300 ■ Easily applied with a sprayer,roller,or brush with no complicated PSI:GPM: 2.2 2.2 mixing ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh,removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from ■ Meets LEED's point requirements pump and X"x 3'whip ■ No formaldehyde FFilter: 30 co)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as an,"Alternative Thermal Barrier Coating System"over Spray Polyurethane Foam(SPF). -529 or equivalent. esh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and X"x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and EYE PROTECTION: for each sequential day a project is underway. Daily work records must be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product.THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16'C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptpCDpainttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 OFFICE COPY Widely)CS ICC EVALUATION SERVICE Most . . ICC-ES Evaluation Report ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section: 07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 11112 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's published installation instructions must be available at all ■ Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC)construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate must be free of moisture, frost or ice, loose scales, rust, oil, 3.1 General: grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any fending or other matter in this report,or as to any product covered by the report. <uui�mu�xr Copyright©2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a Of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified by SES Foam. 4.4.2 Application without a Prescriptive Ignition Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of in accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy' must be 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces foam plastic insulation are identified with the as described in this section. The thickness of the foam manufacturer's name (SES Foam) and address; the date plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name must not exceed 12 inches (305 mm). The thickness of the (SES Foam 0.5 Ib); the mixing instructions; the density; the foam plastic applied to vertical surfaces must not exceed flame-spread and smoke-developed indices; and the 111/2 inches (292 mm). The foam plastic may be installed evaluation report number(ESR-3375). without a covering or coating. The insulation may be installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code(2006 IBC) insulation may be installed exposed at a maximum m 2006 International Residential Code®(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy' must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE(°F•ft'.h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 g 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm, VF•ff-h/Btu=0.176 11 OK.M2AN. 'R-values are calculated based on tested Kvalues at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. tICC EVALUATION SERVICE Most Widely Accepted . ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are assessing eligibility for compliance. 1.0 EVALUATION SCOPE The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted.The user is ■ 2012 International Green Construction CodeTM (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for 5.0 BASIS OF EVALUATION details) 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1; ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification of Attributes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to he construed as representing aesthetics or any other attributes not.specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC o Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. ixxe Copyright©2014 Page 1 of 2 VAR-1030 1 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME M�EAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3–SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 2902],contain the 9.4.1.3 Biobased products N/A "USDA Certified Biobased Product"label,or be composed of solid wood,engineered • wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight 8 max or volume) • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for 1%or more of the materials used in the building. Percentage=100 x A-B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently Assemblies 7 max • For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"BioPreferred"were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute ber design values are in accordance with ANSI/TPI 1 section 6.3 established by others. truss designs rely on lumber values °FS�ya Fpa <, A =0 9 OFFICE COPS o "0 Z MiTek ,6) RE: J180273 - Riversi /JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Cury Res. (Hatteras b mod ) Mo�epa,FL 33610 4115 Lot/Block: 145 Subdivision: ABCC Address: 594 Coastal Oak Lance City: Atlantic beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 99 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. jNo. Seal# Trus_ s Name Date No. Seal# Truss Name Date - - - - -- - 1 713930473 F01 5/2/18 18 713930490 i F16 5/2/18- 2 T13930474 1 F02 15/2/18 119 T13930491 1 F17 5/2/18 13 1 T13930475 I F03 15/2/18 120 I T139304921 FG01 15/2/18 14 1 T13930476 1 F04 15/2/18 121 1 T13930493 1 FG02 15/2/18 15 1 T139304771 F05 5/2/18 122 1 T13930494 1 FG03 15/2/18 �6 1 T13930478 1 F06 15/2/18 123 1 T13930495 1 FRG01 15/2/18 L7.___-IT139304791F06A 5/2/18_ 24_ T139304961A01 18 1 T139304801 F06B 15/2/18 125 1 T13930497 1 A02 15/2/18 9 1 T13930481 1 F07 15/2/18 126 1 T13930498 1 A03 15/2/18 110 1 T13930482 1 F08 15/2/18 127 1 T13930499 1 A04 15/2/18 Ill 1 T13930483 1 F09 15/2/18 128 1 T13930500 1 A05 15/2/18 12 f 713930484 LF10l 5/2/18 29 T13930501I A06 1.5/2/18 113 1 T13930485 1 F11 15/2/18 130 1 T13930502 1 A07 5/2/18 14 LT13930486 F12 _ -X5/2/18 31_ _ T1_39305_031 A08 -X2/1-8_ �15 T13930487 1 F13 15/2/18 132 1 T13930504 1 BO 15/2/18 16 T1 3930488 1 F14 15/2/18 133 1 T13930505 1 B02 15/2/18 117 1 T1 3930489 1 F15 15/2/18 134 1 T139305061 B03 5/2/18 The truss drawing(s)referenced above have been prepared by MiTek �011111 111 R ' 11111 P i USA, Inc. under my direct supervision based on the parameters provided by Manning Building Supplies. .��G E Ns�.;L .��• Truss Design Engineer's Name: Finn, Walter p No 22839 My license renewal date for the state of Florida is February 28, 2019. * •: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the •p STATE O F QJ Z designs comply with ANSI/TPI 1. These designs are based upon parameters i�,(\•. A, shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •�� t O R p P':N�� given to MiTek. Any project specific information included is for MiTek's customers ........ •C�� file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Walter P.Finn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.R Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Finn,Walter 1 of 2 RE: J180273 - Riverside Homes/Cury/JK Site Information: Customer Info: Riverside Homes Project Name: Cury Res. (Hatteras b mod ) Model: Lot/Block: 145 Subdivision: ABCC Address: 594 Coastal Oak Lance City: Atlantic beach State: FL No. j Seal# Truss Name Date No. Seal# Truss Name Date __ 135- T13930507�4 - - - -- 5/2/18 78 I T13930550 J13A - _ -5/2/18 � 136_ T13930508LC01 1.5/2/18 ____[79 _J 139305511 J 14 __ _1 5/2/18__ 137 ,T13930509 1 CO2 15/2/18 180 1 T13930552 1 J14A 15/2/18 138 1 T139305110 D01 15/2/18 X81 1T139305531J15 1 5/2/18___ 139 %T13930511 I E01 5/2/18 182 T13930554 'J16 15/2/18 140 1 T13930512 1 E02 15/2/18 183 1 T13930555 I J16A 15/2/18 X41___ _[T139305131_E03 _ _ - 5/2_/18 _L84- _I T13930556]J17 15/2/18 _1 142 I T13930514 1 E04 5/2/18 185 T13930557 1 J17A 15/2/18 1 143 __,T13930515 I E05j 5/2/18__ L86_ I T1393055C J17B - 15/2/18 ___1 144 ,T13930516 1 E06 - 15/2/18 187 T13930559 1 J18 15/2/18 145 T1 3930517 1 E07 15/2/18 188 I T13930560 I J19 15/2/18 146 T13930518 1 E08 15/2/18 189 1 T13930561 I J20 15/2/18 147 I T13930519 1 E09 15/2/18 190 T13930562 I J20A 15/2/18 148 T13930520 1 G01 5/2/18 191 T13930563 1 J21 i 5/2/18 149 T13930521 1 G02 5/2/18 192 I T13930564 I J21 A 15/2/18 150 T13930522 1 G03 15/2/18 193 1 T13930565 1 K01 15/2/18 151 1 T13930523 1 G04 15/2/18 194 1 T13930566 1 P01 15/2/18 52 1 T13930524 1 G05 15/2/18 195 1 T139305671 P02 15/2/18 53 T13930525H01 5/2/18__ _L6 T13930568 P03 154 T13930526 1 H02 5/2/18 197 T13930569 I PO4 15/2/18 1 L55 _IT13930527 I J01 _____15/2/18- 198 __1T13930570L05 156 1 T13930528 J J01 A 15/2/18 199 1 T13930571 1 P06 15/2/18 1 157 1 T13930529 1 J01 B 15/2/18 58- LT13930530_I J02 1 5/2/18 159 T13930531 I J02B 15/2/18 1 L60__,T13930532_1 J02C _15/2/18 161 1 T13930533 I J03 15/2/18 162 1 T13930534 1 J03A 15/2/18 163 ,T13930535 I J03B 15/2/18 164 T13930536 I J04 15/2/18 165.__..J139305371 J05 ____ 15/2/18.._._ 166 T13930538 I J05A 5/2/18 167 1 T13930539 I J05B 5/2/18 168 j T13930540 1 J06 15/2/18 169 1 T13930541 1 J07 15/2/18 70 �T13930542 I J08 _ � 5/2/18 171 713930543 1 J09 15/2/18 172_ T1393054 1 J1 15/2/18 173 I T13930545 I J 11 1 5/2/18 174 T13930546 1 J11A 5/2/18 175 1 T13930547 1 J 12 5/2/18 1 176 I T13930548 I J12A 15/2/18 L77_ 1 T13930549 1J 13 -_ 15/2/18_-_1 2of2 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK i T139304731' J 180273 F01 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:40 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-I_EbhOvSkwpEy4rG62TrfYJuNskOzhceTR7CA3zKcX5 Scale=1:35.6 3x6= 3x6 FP= 3x3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I I �Cb 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 11 3x3 = 3x6 FP= 3x3 1 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-o 18-8-0 20-0-0 21-4-0 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 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 % Lumber DOL 1.00 BC 0.01 Vert(CT) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 34 Na n/a BCDL 5.0 j Code FBC2017/TP12014 Matrix-SH Weight:106 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 or;bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 21-4-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,32,31,30,29,28,26,25,24,23,22, 21,20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33619 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7073 rev.70/032015 BEFORE USE. Design valid for use only with MITekOO 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 property incorporate this design Into the overall I bwiiding design. Bracing indicated Is to prevent buckling of individual truss web arld/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 arxi 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 Instrule,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK J180273 F02 Floor 18 1 II 71393047411 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:412018 Page 1 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-DAozuMv4V Dx5aEQTgI_4BmsvM Fsgi2yni5tli W zKcX4 1-3-0 j 1-1-0 2-1-0 pili 0-15 Scale=1:35.1 3x5= 4x7— 4x4— 3x5— 1.5x4 I 3x6 FP— 4x4— 4x7— 1 2 3 4 5 6 7 8 9 10 11 rillj o 1♦ 2524 23 22 21 20 ------------ 19 ----- 18 17 16 15 14 13 . 5x5= 4x4 = 3x8 MT20HS FP= 1.5x4 11 3x4= 1.5x4 11 4x4 = 5x5= 1.5x4 II 13-9-814-8-7 21-3-15 13-9-8 0-10-15 6-7-8 Plate Offsets(X,Y)-- (1:Edge,0-1-81,(11:0-3-0,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud i PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.33 18-19 >768 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.45 18-19 >561 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:122 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-18. REACTIONS. (Ib/size) 25=1159/Mechanical,12=1159/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-1153/0,11-12=-1154/0,1-2=-935/0,2-3=-2362/0,3-4=-3350/0,4-5=-3874/0, 5-6=-3800/0,6-7=-3800/0,7-9=-3375/0,9-10=-2354/0,10-11=-937/0 BOT CHORD 23-24=0/1767,22-23=0/2968,20-22=0/2968,19-20=0/3715,18-19=013959,17-1 8=0/3800, 16-17=0/3800,15-16=0/2950,14-15=0/2950,13-14=0/1772 WEBS 1-24=0/1404,2-24=-1322/0,2-23=0/944,3-23=-934/0,3-20=0/590,4-20=-579/0, 4-19=0/29415-19=-278134,11-13=0/1408,10-13=-1326/0,10-14=0/923,9-14=-921/0, 9-16=0/7061 7-16=-971/0,7-17=-36/432,5-18=515/282 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 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. Walter P.Finn PE No.12639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M94473 rev.10/03/2015 BEFORE USE. 'I Design valid for use only with MITeW,connectors.This design is based only upon parameters shown.and Is for an Individual building component,net a truss system.Before uw-the building designer must verity the applicability of design parameters and properly inccxpomte this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord inernbers only. Additional temporary and permanent bracing MiTek' j 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]Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930475: J180273 F03 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:42 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-hNMM6hwiFX3yCO?fESVJkzO4DfEJRUOxxIcJFyzKcX3 1-9-4 1-3-0� 0 1�1� 2-1-01-6-0 _-� Scale=1:33.3 47= 1.5x4 1 1.5x4 11 1.5x4 11 44= 6x6 = 15x8= 2 3 4 5 6 7 8 9 10 11 r i III 21 20 19 18 17 16 15 14 13 12 3x4 II 5x8 _ 4x4= 5x5= 5x5= 3x4 1-6-0 -1-1 3-6-4 6-0-4 10-11-8 13-4-0 15-11-8 18-5-8 19-11-8 1-6-0 0-7-1 1-4-8 2-6-0 4-11-4 2-4-8 2-7-8 2-6-0 1-6-0 Plate Offsets(X Y)-- [LEdge 0-1-81 12:0-3-0 Edge] [16:0-1-8 Edgel [17:0-1-8 Edgel [20:0-3-0 Edge] [21:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.22 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.35 17-18 >685 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 i Code FBC2017fTP12014 Matrix-SH Weight:1191b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 21=2189/Mechanical,12=1210/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-2177/0,11-12=-1204/0,1-2=-2615/0,2-3=-3284/013-4=-4017/0,4-5=-4273/0, 5-6=-4273/0,6-7=-4273/0,7-8=-3561/0,8-9=-2532/0,9-10=-2532/0,10-11=-977/0 BOT CHORD 19-20=0/2750,18-19=0/3759,17-18=0/4238,16-17=0/4273,15-16=0/3955,14-15=0/3159, 13-14=0/1850 WEBS 11-13=0/1468,1-20=0/3353,10-13=-1386/0,10-14=0/1051,2-20=-2087/0,6-16=-396/0, 2-19=0/803,3-19=-753/0,3-18=0/410,4-18=-351/0,4-17=-364/378,8-14=-967/0, 8-15=0/639,7-15=-625/0,7-16=0/809 NOTES- 1) OTES1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x5 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 Ib down at 2-1-12,and 125 Ib down at 2-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-11=-100 Concentrated Loads(lb) Vert:2=-1231(F=-125,B=-125) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Walter P.Finn PE No.22839 Vert:12-21=-10,1-11=-100 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:2=-1231(F=-125,B=-125) Date: May 2,2018 A WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 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 I a truss system.Before use,the building designer must verity the applicabtllty of design parameters and properly incorporate this design Into the,overall I building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 bxacing of trusses and truss systems,see.ANSI/TPt 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 I Riverside Homes/Cury/JK l T13930475I J180273 i F03 Floor i8 1 �� jJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:42 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-hNMM6hwi FX3yCO?fESVJkzO4DfEJRUOxxIcJ FyzKCX3 LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-6=-100,6-11=-20 Concentrated Loads(lb) Vert:2=-1231(F=-125,B=-125) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-5=-20,5-11=-100 Concentrated Loads(lb) Vert:2=-1231(F=125,B=-125) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-6=-100,6-11=-20 Concentrated Loads(lb) Vert:2=-1231(F=-125,B=-125) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=10,1-5=-20,5-11=100 Concentrated Loads(lb) Vert:2=-1231(F=-125,B=-125) &WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev-1 a v3/2015 BEFORE USE. Design valid for use only with MITek0 connectors.This designs 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 ctxxd rnernbers 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/TP11 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 Riverside Homes/Cury/JK i T13930476i J180273 IF04Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:43 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fyl WXWZKW51-9ZvkJlxLOrBppYarnAOYHBxEc3alAx449PMsnOzKcX2 1-9-41 I 1-3-0 � 11_12 2-1-01 l 1-6-0 Scale=1:33.3 4x7= 1.5x4 I 1.5x4 I. 1.5x4 II 4x4 6x6= 15x8 2 3 4 5 6 7 8 9 10 11 I 0 I 1 i 21 20 19 18 17 16 15 14 13 12 3x4 11 5x8= 4x4= 5x5= 5x5= 3x4 1-6-0 -1-1 3-6-4 0- 6-0-4 6- 10-7-0 13-4-0 15-11-8 18-5-8 19-11-8 1-4-8 -5-1 2-0-4 -5-1 4-1-0 2-9-0 2-7-8 2-6-0 1-6-0 Plate Offsets(XY)-- (1:Edge 0-1-8] (2'0-3-0 Edge] ]160-1-8 Edgel 117:0-1-8 Edge] (20.0-3-0 Edgel (21:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00TC 0.79 Vert(LL) 0.22 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.35 17-18 >673 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.07 12 n/a rVa BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH _— Weight:119 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 21=2242/Mechanical,12=1216/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-2230/0,11-12=-1210/0,1-2=-2680/0I 2-3=-3348/0,3-4=-4071/0,4-5=-4313/0, 5-6=-4313/0,6-7=-4313/0,7-8=-3586/0,8-9=-2548/0,9-10=-2548/0,10-11=-983/0 BOT CHORD 19-20=0/2819,18-19=013818,17-18=0/4286,16-17=0/4313,15-16=0/3985,14-15=0/3179, 13-14=0/1861 WEBS 11-13=0/1476,10-13=-1394/0,10-14=0/1059,1-20=0/3437.2-20=-2140/0,6-16=-403/0, 2-19=0/795,3-19=-746/0,3-18=0/403,4-18=-341/0,4-17=-379/363,8-14=-975/0, 8-15=0/646,7-15=-634/0,7-16=0/823 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x5 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1251b down at 2-1-12,and 125 Ib down at 2-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert: 12-21=-10,1-11=-100 Concentrated Loads(Ib) Vert:2=-1290(F=-125,B=-125) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Walter P.Finn PE No.22839 Vert:12-21=-10,1-11=-100 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:2=-1290(F=125,B=125) Date: May 2,2018 A WARNING-Verity dedgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REPERANCE PAGE MIN-7473 rev.10N3/2016 BEFORE USE. Design valid for use only with MITekC,connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.,rhe bolding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/1P1l 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 Riverside Homes/Cury/JK T13930476: J180273 F04 Floor it 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:43 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-9ZvkJ 1 xLOrBppYarnAOYH BxEc3alAx449PMsnOzKcX2 LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-6=-100,6-11=-20 Concentrated Loads(Ib) Vert:2=-1290(F=-125,B=-125) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-5=-20,5-11=-100 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-21=-10,1-6=-100,6-11=-20 Concentrated Loads(lb) Vert:2.1290(F=-125,B=-125) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-21=-10,1-5=-20,5-11=-100 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev.10103/2015 BEFORE USE. I Design valid for use only with MI1eke connectors.This design is based only upon parameters shown,and Is for an Individual txrNding component,not a truss system.Before use,the building designer must verity the applicability,of design Txnameters and properly incorporate this design into the overall Lwllding design. Bracing Indicated Is to prevent trickling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW I Is always required for stabilify and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of inoses 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 j Qty Ply Riverside Homes/Cury/JK I T13930477I J180273 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:44 2018 Page 1 I D:3t?TT Pm_4xP35QZ2Fy 1 W xW zKw51-eIT6 W Nyzn8Jg Rh91 LtXnpOU P NTv W vOGE035PJrzKcX1 1-9-4 1-3-0 0-1�� 2-1-0 1 9 8_— Scale=1:33.8 4x7— 1.5x4 II 1,5x4 3x6 FP= 1.5x4 11 4x4— 6x6— 15x8= 2 3 4 5 6 7 8 9 10 11 12 T j iC? 1 I• 23 22 21 20 19 18 17 16 15 14 3x4 5x8 = 3x10 MT20HS FP- 5x5= 5x5= 3x4 4x4 = 1-6-0 1-1 3-6-4 0- 6-0-4 6- 10-7-0 13-7-8 16-3-0 18-9-0 20-3-0 1-6-0 -7-1 1-4-8 5-1 2-0-4 5-1 4-1-0 3-0-8 2-7-8 2-6-0 1-6-0 Plate Offsets(X Y)-- f1:Edge 0-1-81 f2:0-3-0 Edge] [17:0-1-8 Edge] 118:0-1-8 Edge] [22:0-3-0 Edge] f23:Edge 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.24 16-17 >999 480 MT20 244/190 TCDL 10.0 i Lumber DOL 1.00 BC 0.80 Vert(CT) -0.36 18-19 >670 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.07 13 rVa n/a BCDL 5.0 i Code FBC2017/1P12014 Matrix-SH Weight:120 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 23=2260/Mechanical,13=1230/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2248/0,12-13=-1224/0,1-2=-270310,2-3=-3388/0,3-4=-4138/0,4-5=-4422/0, 5-6=-4422/0,6-7=-4422/0,7-9=-3649/0,9-10=-2583/0,10-11=-2583/0,11-12=-995/0 BOT CHORD 21-22=0/2842,19-21=0/3872,18-19=0/4371,17-18=0/4422,16-17=0/4057,15-16=013227, 14-15=0/1885 WEBS 1-22=0/3465,2-22=-2159/0,5-18=-259/158,6-17=-372/0,2-21=0/820,3-21.768/0, 3-19=0/423,4-19=-369/0,4-18=-361/406,12-14=0/1496,11-14=-1412/0,11-15=0/1078, 9-15=-993/0,9-16=0/670,7-16=-647/0,7-17=0/844 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 3x5 MT20 unless otherwise indicated. 4) Refer to girder(s)for truss to truss connections. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 Ib down at 2-1-12,and 125 Ib down at 2-1-12 on top chord. The desigrvselection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-10,1-12=-100 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:13-23=-10,1-12=-100 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(lb) Date: Vert:2=-1290(F=-125,B=-125) May 2,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.ia03/2015 BEFORE USE. Design valid for use only with MITekllf�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 verity the applicabaity,of design rxirarneters and property incorF orate 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,erecfion and bracing of trusses and truss systems,se.eANSVTPI T Quality Criteria,DSB-89 and SCSI Bullding 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 Riverside Homes/Cury/JK 7139304771 J180273 I F05 Floor Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:44 2018 Page 2 I D:3t?TT Pm_4xP35OZ2Fy 1 W xW zKw51-eIT6 W Nyzn8Jg Rh91 LtXnpO U PNTv W vOGE035PJrzKcX 1 LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-10,1-6=-100,6-12=-20 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-10,1-5=-20,5-12=-100 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-10,1-6=-100,6-12=-20 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-10,1-5=-20,5-12=-100 Concentrated Loads(lb) Vert:2=-1290(F=-125,B=-125) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.laO3/2015 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 MISS system.&:ire use,the brtilding designer must verify the apf-AlcatAly 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 ternporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of misses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I 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 Riverside Homes/Cury/JK 713930478 J180273 F06 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:45 2018 Page 1 ID:3t?TTPm_4xP350Z2Fyl WxWzKw5l-6yl UkjzbYSRX3rkEvb2OMcOhVtJ5erW NdjrzrHzKcXo 1-9-4 1-3-0 0-7-4 1.5x4 11 1.5x4 11 6x6= Scale=1:12.4 1 6x8- 2 4x7— 3 q 5 T -- i I 1 i T = 10 9 8 7 Sx5 6x8- 5x5 3x3 li 3x3 ,11 2-1-12 4-4-8 5-10-8 2-1-12 2-2-12 1-6-0 Plate Offsets(X,Y)-- (LEdge,0-1-8],(2:0-3-0,Edge] (7:0-1-8 Edge] (8:0-1-8 Edge] f9:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 iTC 0.38 Vert(LL) -0.03 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.05 8-9 >999 360 BCLL 0.0 i Rep Stress Incr NO WB 0.49 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight 431b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1129/Mechanical,6=769/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1126/0,5-6=-831/0,1-2=-1375/0,2-3=-781/0,3-4=-781/0,4-5=-781/0 BOT CHORD 8-9=0/1375,7-8=0!781 WEBS 2-9=-940/0,1-9=0/1730,3-8=0/279,2-8=-905/0,5-7=0/1145,4-7=-472/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 Ib down at 2-1-12,and 120 Ib down at 2-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=100 Concentrated Loads(lb) Vert:2=-1280(F=-120,B=-120) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=10,1-5=-100 Concentrated Loads(lb) Vert:2=-1280(F=-120,B=-120) 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-4=-100,4-5=-20 Walter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:2=-1280(F=-l20,8=-120) P Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.IOAU,2015 BEFORE USE. Design vaild for use only with Milek©connectors.This 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 tate appiical-Aity of design parameters and properly Incorporate this design into the overall building design. &acing 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 tabk:ation,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Cdterla,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 Riverside Homes/Cury/JK i T1393047811 J180273 j F06 Floor r 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:45 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-6y t UkjzbYSRX3rkEvb2OMcOhVtJ5erW Ndj rzrHzKcXO LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(lb) Vert:2=-1280(F=-120,B=-120) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=10,1-4=-1 00,4-5=-20 Concentrated Loads(lb) Vert:2=-1280(F=-120,B=-120) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(lb) Vert:2=-1280(F=-120,B=-120) Q WARNING-Verity design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTekcD connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated Is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. i Safety InformaBon avallable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK ' T13930479' J180273 F06A Floor it 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:45 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-6y t UkjzbYSRX3rkEvb2OMcOeXtFbenLNdj rzrHzKcXO l 194 130 0-7-4 1.5x4 11 1.5x4 11 6x6= Scale=1:12.4 1 6x8- 2 4x7— 3 4 5 1 1 I 5x5= 10 9 8 7 6x8— 4x4= 3x3 11 3x3 Ii 2-1-12 4-4-8 5-10-8 2-1-12 2-2-12 1-6-0 Plate Offsets(X Y)-- (1:Edge 0-1-8) (2:0-3-0 Edgel (7:0-1-8 Edge),(8:0-1-8,Edge),(9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.57 Vert(LL) -0.04 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.08 8-9 >852 360 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.00 6 ri/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:43 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1699/Mechanical,6=1088/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1699/0,5-6=-1191/0,1-2=-2129/0,2-3=-1152/0,3-4=-1152/0,4-5=-1 152/0 BOT CHORD 8-9=0/2129,7-8=0/1152 WEBS 5-7=0/1689,2-9=-1464/0,1-9=0/2678I 3-8=01478,2-8=-1466/0,4-7=-666/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 Ib down at 2-1-12,and 120 Ib down at 2-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(lb) Vert:2=-2169(F=-120,B=-120) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(Ib) Vert:2=-2169(F=-120,B=-120) 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Walter P.Finn PE No.22639 Vert:6-10=-10,1-4=-100,4-5=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:2=-2169(F=-120,B=-120) Date: May 2,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mifekcn connectors.This design Is based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must verify The applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent tickling of Individual Truss web and/or chord members only. Additional temporary and permanent Lacing MiTek' is always required for stablilty 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 Riverside Homes/Cury/JK r 713930479 J180273 F06A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:45 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-6y 1 UkjzbYSRX3rkEvb2OMcOeXtFbenLNdjrzrHzKcXO LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(lb) Vert:2=-2169(F=-120,B=-120) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-4=-100,4-5=-20 Concentrated Loads(lb) Vert:2=-2169(F=-120,B=-120) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(Ib) Vert:2=-2169(F=-120,B=-120) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual buliding component,not a truss system.Before,ire,the burilding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and inns systems,seeANSUTPi1 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 Riverside Homes/Cury/JK T13930480i J180273 F06B Floor 2 1 i _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:46 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WxWZKw51-a8bsx3zDJmZOg?IQTIaFupZvHGjTNMbWsNaWOjzKcX? �_- - 1-9-4 1 1-3-0 0-7-4 1.5x4 1 1.5x4 11 6x6= Scale=1:12.4 1 6x8— 2 47- 3 4 5 � I r 1 � I I 5x5= 10 9 8 7 I 6x8- 5x5- 3x3 11 3x3 1 i 2-1-12 4-4-8 5-10-8 2-1-12 2-2-12 1-6-0 Plate Offsets(X Y)-- ]1:Edge 0-1-8] (2:0-3-0 Edge] (7:0-1-8 Edge] (8:0-1-8 Edge] (9:0-3-0 Edgel 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 0.18 Vert(LL) -0.01 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:43 lb FT 20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=607/Mechanical,6=476/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-602/0,5-6=-502/0,1-2=-685/0'2-3=-441/0,3-4=-441/0,4-5=-441/0 BOT CHORD 8-9=0/685,7-8=0/441 WEBS 5-7=0/646,2-9=-459/0,1-9=0/861,2-8=-390/0,4-7=-295/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)102 Ib down at 2-1-12,and 102 Ib down at 2-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(lb) Vert:2=-465(F=102,B=-102) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(lb) Vert:2=-465(F=-102,B=-102) 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-4=-100,4-5=-20 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) Vert:2=-465(F=-102,B=-102) 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mf1EK REFERANCE PAGE MO-7473 rev.10103/2015 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 trusssystem.Before use,the brdlding designer must verify the applicability of design parameters and properly kicorporate this design into the overall txelding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addi ionat temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the tabrk;atian,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930480 J180273 F06B Floor �2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:46 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-aBbsx3zDJmZOg?IQTIaFupZvHGjTNMbWsNaWOjzKcX? LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(Ib) Vert:2=-465(F=-102,B=-102) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-4=-100,4-5=-20 Concentrated Loads(lb) Vert:2=-465(F=-102,B=-102) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-3=-20,3-5=-100 Concentrated Loads(Ib) Vert:2=-465(F=-102,B=-102) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7073 rev.7WD ml S BEFORE USE. Design valid for use only with Mitek@ connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPIl 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 i Qty Ply Riverside Homes/Cury/JK T13930481 J 180273 F07 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:47 2018 Page 1 I D:3t?TT Pm-4xP35QZ2Fy t W xW zKw51-2K9 F9P_r43hF19tc005U R 16wZgyW 6ghg41 K3w9zKcX_ 1 3 0 2-4-0 0" Scale=1:14.9 1.5x4 11 1.5x4 11 3x4- 1 3x6= 23x3= 3 4 5 1.5x4= i i 9 3x3= 3x4 = 8 7 3x3= 3x3 ''. 3x3= 8-1-0 8-1-0 Plate Offsets(X,Y)-- 15:0-1-8,Edgel,(7:0-1-8 Edgel.[11:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.11 8-9 >858 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.15 8-9 >636 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:47 Ib FT=20461',1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=431/0-3-8,6=425/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-442/0,5-6=-475/011-2=-302/0,2-3=-466/0,3-4=-466/0,4-5=-466/0 BOT CHORD 8-9=0/517,7-8=0/466 WEBS 1-9=0/454,2-9=-342/0,5-7=0/672,4-7=-365/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) 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. 3)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MR-7073 rev.10/03/2015 BEFORE USE. Design valid for rue only with MiTek(!)connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a MISS system.Before rue,the building designer must Verify the applicability of design parameters and properly incorporate ails design Into the overall Iwo' brdlding 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 I fabrication,storage,delivery,erection and bracing of misses and thus systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSt 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 I Truss I Truss Type Qty Ply Riverside Homes/Cury/JK T13930 882 J180273 �F08 Floor �2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:47 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-2K9F9P_r43hF19tc005UR16yxgzX6gog41 K3w9zKcX_ 1-3-0 2-1-8 Scale=1:14.6 1.5x4 11 1.5x4 11 3x6= 1 3x6= 23x3= 3 4 5 i I I I I 0 I 11� i 3x3= 3x3= 9 8 7 6 3x3= 3x3 ? 3x3 II 7-10-8 7-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.09 8-9 >978 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) -0.13 8-9 >724 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:47 Ib FT=2046F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=419/0-3-8,6=419/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-430/0,5-6=-464/0,1-2=-291/0,2-3=-442/0,3-4=-442/0,4-5=-442/0 BOT CHORD 8-9=0/499,7-8=0/442 WEBS 5-7=0/647,4-7=-345/0,1-9=0/437,2-9=-331/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.f0103W IS BEFORE USE. Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for an Individual building component,not a inns system.Before usethe building designer must verify the applicability of design parameters and property incorporate this design into the overall i 1, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` 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,soeANSi/TPI1 Quality Criteria,DSR-89 and SCSI 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 Ius Trs Truss Type Ply Riverside Homes/Cury/JK J180273 F09 T13930483', Floor i3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MITek Industries,Inc. Wed May 2 07:12:48 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-WXjdMI?TrNp5wJSpajcjzEe8i4KIrHDpJh3dRczKcWz 0-4-0 a 1 3-0 1-1-0 Scale=1:14.8 3x6 11 3x3= 3x3= 1.5x4 I I 1.5x4 11 3x6= 1 2 33x3- 4 5 6 11 10 9 8 3x3— 7 1.5x4 11 3x3= 3x3= 3x3 I 0-4-0 7-10-8 0-4-0 7-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.64 Vert(LL) 0.08 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.11 9-10 >837 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.04 7 n1a n/a BCDL 5.0 1 Code FBC20171FP12014 Matrix-SH Weight:47 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=404/Mechanical,1=404/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-443/011-3=-269/0,3-4=-415/0,4-5=-415/0,5-6=-415/0 BOT CHORD 9-10=0/454,8-9=0/415 WEBS 1-10=0/400,3-10=299/0,6-8=0/609,5-8=-327/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE RAGE MI1--7473 rev.70A73l1015 BEFORE USE Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek` 1 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,se(-ANSI/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 I Riverside Homes/Cury/JK � T13930484I1 J180273 F 10 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:48 2018 Page 1 I D:3t?TTPm_4xP35OZ2Fyl W xW zKw51-W XjdMI?TrNp5wJSpajcjzEeGT4TurJcpJ h3dRczKc W z 0I 4-0 Scale=1:14.5 3x6 11 3x6 11 1 2 3 4 5 6 7 8 9 3x3 11 1 I I o 16 15 14 13 12 11 10 3x3 - 3x3 0-4-0 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 7-10-0 0-4-0 1-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-2-0 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 0.08 Vert(LL) -0.00 1 rVr 180 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 1 n/r 120 BCLL 0-0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 10 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight:45 lb FT=20%F,11°6E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 7-10-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,10,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rev.10/03I2015 BEFORE USE. Design valid for use only with MITek(D connectors.This design is based only upon parameters show),and is for an Individual building component not 1 a truss system.Before use,the building designer must verify the applicability,of design parameters and property incorporate this design into the overall 1, building design. Bracing Indicated is to prevent Lxickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek` 1 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 Lxacing of trusses and truss systems,seeANSUTPi1 Quality Criteria,DSB-89 and BCSI Butiding Component 6904 Parke East 1 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tanga.FL 336100 Job Truss Truss Type Qty I Ply 1 Riverside Homes/Cury/JK 713930485 J180273 IF11 GABLE 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:49 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-_jH?a505chxyXT1?8R7yWSBRBUp6amgzYLpA_2zKcWy Ort 8 Scale=1:17.1 3x3 1 3x3= 1 2 3 4 5 6 7 8 9 T 1� I � 18 17 16 15 14 13 12 11 10 3x3 11 3x3= 3x3= 1-0-4 2-4-4 3-8-45-0-4 6-4-4 7-8-4 9-0-4 10-4-4 1-0-4 1-4-0 1-4-0 1 -0 1-4-0 1-4-0 1-4-0 -4 1-4-0 Plate Offsets(X,Y)-- (19:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a rba 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 10 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:56Ito 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 10-4-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,11,12,13,14,15,16,17 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekn connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a Firm 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 inernbers only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possibie personal Injury and property dainage. For general guidance regarding the fabrication,storage,delivery,erection and txacing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930486 J180273 `F12 Floor 1,6 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:50 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy1 W xW zKw51-SvrNnROkN_3p9ccBiBeB3fj W W u2bJAf6m?YkW UzKc W x 1-3-0 2-2-4 � 0,1-8 Scale=1:17.6 3x5= 1.5x4 1.5x4= 1 3x6= 2 3 4 5 6 I 13 0 I r I ( 11 10 9 8 3x10 = 1-6-0 6-8-49-2-4 10-8-4 1-6-0 5-2-4 2-6-0 1-6-0 Plate Offsets(X Y)-- [370-2-0,Edge],f 10:0-4-8 Edgel 113:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.06 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.07 10-11 >999 360 BCLL 0.0 Rep Stress incr YES WB 0.17 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=574/0-3-8,7=568/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-570/0,6-7=-563/0,1-2=-411/0,2-3=-937/0,3-4=-942/0,4-5=-942/0,5-6=-410/0 BOT CHORD 10-11=0/765,9-10=0/942,8-9=0/764 WEBS 6-8=0/598,1-11=0/618,5-8=-561/0,2-11=-562/0,5-9=0/405,2-10=0/384 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. j Design valid for use only with MilekcD connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the LxAlding designer must verity the appiicabdily of design parameters and properly incorporate this design into the overall budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord rnernbers 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 { fabricatbn,storage,delivery,erection arid bracing of trusses and truss systems,seeANSi/TP41 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 ! Job j Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930487I J180273 F13 Floor 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:50 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-SvrNnROkN_3p9ccBi8eB3fjUOuzlJA26m?YkWUzKcWx 1-3-0 0-5-4 _ 2-1-0 ON Scale=1:15.3 1.5x4 1 3x6= 2 3 4 5 12 Ii 1.5x4= 11 10 9 8 7 1.5x4 Ii _.. 1-6-0 6-9-4 8-3-4 1-6-0 I 5-3-4 1-6-0 Plate Offsets(X,Y)-- (12:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 j TC 0.58 Vert(LL) -0.08 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.11 7-8 >903 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 r1/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=441/Mechanical,6=435/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-430/0,5-6=-443/0,1-2=-357/0,2-3=-518/0,3-4=-518/0,4-5=-308/0 BOT CHORD 9-10=0/507,8-9=0/518,7-8=0/534 WEBS 5-7=0/447,1-10=0/531,4-7=-359/0,2-9=0/3001 2-10=-581/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)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. 5)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Ali WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MiTek)connectors.This design is based only upon parameters shown,and Is for an Individual building component,riot a truss system.Before use,the building designer must verify the aq.-licablity of design parameters and properly incoipoiate 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 regulred 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 Qty Ply Riverside Homes/Cury/JK T139304881 J180273 F14 Floor 1 1 Job Reference o Industries, Manning Building Supplies, Jksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:512018 Page 1 I D:3t?TTPm_4xP35QZ2Fy l W XW ZKW51-w601_m 1 M81 Bgnm BOFr9QbtGhXH P02e3G?fl H2xzKc W w 130 164 018 r Scale=1:13.6 3x3= 3x3= 1 3x6= 2 3 3x3= 4 t _ _T tt I l 1.5x4= 0 II 11 I Ili I i 10 9 3x3= 3x3= 8 7 6 1.5x4 1.5x4 11 3x3 II 3x3= 1-6-0 5-9-4 1-6-0 4-3-4 Plate Offsets(X Y)-- fl 1:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a j BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:451b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=386/Mechanical,5=380/0-3-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-380/0,4-5=-374/0,2-3=-452/0 BOT CHORD 8-9=0/452,7-8=0/452,6-7=0/452 WEBS 4-6=0/346,1-9=0/358,3-6=-328/0,2-9=-329/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekn connectors.This design is based only upon parameters shown,and is for an individual Wilding component,not a FILM system.Before rise,the building designer MUST verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing urticated 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 MiTek° fabrk:ation,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 iRiverside Homes/Cuty/JK 713930489 J180273 11 F15 Floor 1 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:52 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-Ply8C62_vcJXOwmapZgf84psMhm4n5OPEJ 1 gaNzKcWv �- 1-3-0 1-3-0 Scale=1:13.0 3x3= 3x6= 1 3x6= 2 3 3x3= 4 zi II - rt 3x3= 3x3 10 9 8 7 6 5 1.5x4 1.5x4 3x3 1 3x3 l 1-6-0 5-6-0 7-0-0 1-6-0 4-0-0 110 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.02 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:45 lb FT=20%F,11%E i LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=371/Mechanical,5=371/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-365/014-5---365/0,2-3=-426/0 BOT CHORD 8-9=0/426,7-8=0/426,6-7=0/426 WEBS 4-6=0/338,1-9=0/338,3-6=-311/0,2-9=-31 1/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03!1015 BEFORE USE. ' Design valid for use only with MITek(P,connectors.This design Is based only upon p-urameters shown,and is for an Individual[wilding component,not a Trrrss system.Before use,the(wilding 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 Mt;}� le 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 Qty Ply Riverside Homes/Cury/JK T13930490 11 J180273 I F16 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:52 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-Ply8C62_vcJXOwmapZgf84pyGhgpn6ZPEJ1gaNzKcWv 3x6= 1 3x6 — 21.5x4 11 3 Scale=1:11.2 r - i I I � j -- -. 6 5 4 3x3 11 3x5— 3x3 1' 1-3-12 2-7-8 1-3-12 1-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=42/2-7-8,4=42/2-7-8,5=178/2-7-8 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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MITekJ connectors.This 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 appticabeity 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' a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobtication,storage,delivery,erection and bracing of trusses and truss systems,weANSI/IPI t Quality Criteria,DSB-a9 and SCSI Suliding Component 6904 Parke East Blvd. Safety Information available frorn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK 7139304911 J180273 F17 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:53 2018 Page 1 I D:3t?TTPm_4xP35OZ2Fyl W xW zKw51-tU W W PS3cgvRO04LmNGCug I L5R58s W XRYTznO7pzKe W u 6x6= 1-3-0 3x6 II 3x6 ii 6x6= 1-2-8 1 g 2 3 4 Scale=1:9.8 _ _ 1 3x3= 3x3= _ 81 'I 7 6 5 3x3 11 3x3 41 4-5-8 4-5-8 Plate Offsets(X,Y)-- 13:0-3-0,0-0-01 LOADING (psf) SPACING- 2-0-0 i CSI. �DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.01 6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.00 5 rVa n/a BCDL 5.0 Code FBC2017fTP12014 Matrix SH Weight:341b FT=20%F,11°bE LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=606/0-3-8,5=483/0-9-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-599/0,4-5=-475/0,1-2=-463/0,2-3=-463/0,3-4=-463/0 BOT CHORD 6-7=0/463 WEBS 4-6=0/610,1-7=0/610,2-7=-380/0,3-6=-385/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-100 Concentrated Loads(lb) Vert:3=-304 9=-321 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND gVCLUDED MfTEK REFERANCE PAGE M8-7473 rev.10r03/2015 BEFORE USE. Design valld for use only with MiTeke 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 applicabalty 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. Addtfional temporary and permanent bracing .MiTek is always required for stabilily 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 SuBding Component 6904 Parke East Blvd. Safety Information available trout Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type i Qty Ply Riverside Homes/Cury/JK T13930492� J180273 FG01 FLOOR GIRDER 1 i 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:54 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-Lg4udo4ERDaFeEwyx_j7DVuBaVK?F08ihdWxfFZKCWt 1-6-5 2-1-0 1-11-13 1-11-13 1-11-13 a Scale=1:24.8 THA426 THA426 THA426 THA426 THA426 5x5= THA426 1.5x4 11 1.5x4 I 3x4= THA426 3x8= THA426 4x10= 1 6x6= 17 2 18 3 3x5= 4 5 19 6 20 7 21 8 l -- inob 15 14 13 12 11 10 4x10- 2x4 11 6x6= 5x5 3x5= 3x4= 3x8= 2x4 1-11-9 3-9-7 10-3-1 12-6-7 14-11-8 1-11-9 1-9-13 6-5-11 2-3-5 Plate Offsets(X,Y)-- (7:0-3-8,0-1-81,(10:0-3-8,0-2-01,(11:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.18 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.29 12 >613 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.05 9 rl/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:2271b FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=6238/0-5-0,9=5683/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-6061/0,8-9=-5518/0,1-2=-7529/0,2-3=-12331/0,3-4=-15390/0,4-5=-15390/0,5-6=-15390/0,6-7=-1 3752/0, 7-8=-8569/0 BOT CHORD 15-16=0/260,14-15=0!7529,13-14=0/1 2331,12-13=0/1 5390,11-12=0/13752,10-11=0/8569,9-10=0/272 WEBS 5-12=-1 375/0,4-13=-1 868/0,1-15=0/9110,2-15=-5603/0,2-14=0/6019,3-14=-3829/0,3-13=0/3870,8-10=0/9692, 7-10.5178/0,7-11=0/6054,6-11=-2907/0,6-12=0/2023 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-5-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-8 from the left end to 13-1-8 to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-225 Concentrated Loads(Ib) Vert:5=-1059(B)4=1059(B)3=-1059(B)17=-1059(B)18=-1059(B)19=-1059(B)20=-1059(6)21=-1059(8) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M117473 rev.10/03/2015 BEFORE USE. Design valid rot use only with MITekJ connectors.This design is based only upon parameters shown,and is for an individual building component.not Q truss system.Before use.the building designer must verify The applicability of design parorneters and property incorporate this design into the overall building design. Bracing Indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary cord permanent bracing MiTek' Is always required for stairlity and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabfication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 1 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 Riverside Homes/Cury/JK J180273 'FG02 Floor Girder 1 713930493 Manning Building Supplies, Jacksonville8 ,FL 2 Job Reference optional) .210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:54 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-Lg4udo4E RDaFe Ewyx_j7DVuCnV Kd FuZi hd W xfFzKc W t 1-8-8 1-3-8 Scale=1:18.0 THA426 THA426 THA426 1.5x4 !I 1.5x4 I THA426 3x4= THA426 3x8= 1 3x8= 13 2 3x4= 14 3 q 15 5 16 6 Ii6 Ir`J 1 — --J i 1 _ 11 10 9 3x4= 8 5x5- 5x5= 3x4= 3x4 3x4 I 2-1-12 4-1-12 5-8-12 7-8-129-10-0 9-1 -8 2-1-12 2-0-0 1-7-0 2-0-0 2-1-4 0-0-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 i TC 0.41 Vert(LL) -0.04 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.09 9-10 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:102 Ib FT=11 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=2790/0-5-8,7=3722/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-2670/0,6-7=-3604/0,1-2=-3386/0,2-3=-4942/0,3-4=-4942/0,4-5=4942/0,5-6=-3427/0 BOT CHORD 10-11=0/3386,9-10=0/4942,8-9=0/3427 WEBS 1-11=0/3955,2-11=-2200/0,2-10=0/1921,3-10=-930/0,6-8=0/3999,5-8=-2200/0,5-9=0/1879,4-9=-983/0 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:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the left end to 9-0-8 to connect truss(es)to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:7-12=-57(F=-47),1-16=-379(F=-154),6-16=-225 Concentrated Loads(lb) Vert:6=-878 4=-304(B)13=-319(B)14=-319(B)15=-304(B)16=-320(B) 2) Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-57(F=-47),1-16=-379(F=-1 54),6-16=-225 Concentrated Loads(Ib) Walter P.Finn PE No.22839 Vert:6=-878 4=-304(8)13=-319(8)14=-319(8)15=-304(B)16=-320(B) MiTek USA,Inc.FL Cert 6634 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERANCE PAGE MI1-7073 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MltekD connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer MUST verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent coaapse 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 Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 ] I Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK J180273 FG02 Floor Girder 713930493 w I 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:54 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-Lg4udo4ERDaFeEwyx_j7DVuCnVKdFuZihdWxfFzKcWt LOAD CASE(S) Standard Uniform Loads(plf) Vert:7-12=-57(F=-47),1-4=-379(F=-154),4-16=-299(F=-154),6-16=-145 Concentrated Loads(lb) Vert:6=-878 4=-344(B)13=-319(B)14=-319(B)15=-384(B)16=-388(B) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-57(F=-47),1-3=-299(F=-154),3-16=-379(F=-154),6-16=-225 Concentrated Loads(lb) Vert:6=-878 4=-304(B)13—399(B)14=-377(B)15=-304(8)16=-320(B) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-57(F=-47),1-4=-379(F=-154),4-16=-299(F=-154),6-16=-145 Concentrated Loads(lb) Vert:6=-878 4=-344(B)13=-319(B)14=-319(B)15=-384(B)16=-388(B) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-57(F=-47),1-3=-299(F=-154),3-16=-379(F=-154),6-16=-225 Concentrated Loads(lb) Vert:6=-878 4=-304(B)13=-399(B)14=-377(B)15=-304(8)16=-320(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9.7473 rev.la/8 wlS BEFORE USE. Design valid for use only with Milekc,connectors.This 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 incorrxxate this design into the overall building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MRek` 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,DSS-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 I Truss Type Qty Ply 1 Riverside Homes/fury/JK T139304941 J180273 �FG03 Floor Girder 1 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:55 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fyl WXWZKW51-pteGg84sCXi6FOU9UhEMmjRNEvg7_OKrwHGVBizKcWs 2-5-12 4x4= Scale=1:12.4 1 4x4= 10 2 2x4 ;1 3 T I I 1 I i 4x10= 6 7 5 8 9 2x4 '1 2x4 2-11-0 5-10-0 2-11-0 2-11-0 LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.01 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.02 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-MP Weight:771b FT=1196 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=1566/Mechanical,4=1741/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1414/0,3-4=-1535/0,1-2=-2206/0,2-3=-2206/0 WEBS 1-5=0/2406,2-5=-1944/0,3-5=0/2406 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 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)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 Ib down at 2-1-12,and 39 Ib down at 2-1-12 on top chord,and 94 Ib down at 1-6-0,and 94 Ib down at 3-6-0,and 94 Ib down at 5-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:4-6=-10,1-10=-100,3-10=-487 Concentrated Loads(lb) Vert:7=-94(F)8=-94(F)9=-94(F)10=-956(F=-39,B=-39) 2) Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-10=-100,3-10=-487 Concentrated Loads(lb) Waiter P.Finn PE No.22839 Vert:7=-94(F)8=-94(F)9=-94(F)10=-956(F=-39,B=-39) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.70103/2015 BEFORE USE. Design valld for use only with MITek6 connectors.This design is based only upon rxlrameters shown,and is for an Individual building component,not a truss system.Before use.,the building designer must verify the applicabalty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual taus web and/or chord members only. Additional temporary and permanent bfacing MiTek is always required tot 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 inns systems,seeANSI/1PI 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. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK 1 J180273 FRG01 PIGGYBACK BASE GIRDE 1 4 713930495 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:56 2018 Page t I D:3t?TTPm_4xP35QZ2Fy1 W x W zKw51-H3Ce2U5UyggztX3L2Pl blwzSxl2Kjhq?9x?2j8zKcW r 2-0-0 6-2-12 10-7-4 14-10-1 19-2-0 23-6-0 26-6-0 29-9-829- 0-8 2-0-0 4-2-12 4-4-8 4-2-12 4-4-0 4-4-0 3-0-0 3-3-8 0- -0 TOP CHORD UNDER PIGGYBACKS 5XBMIISHS= Scale 1:70.3 TO BE LATERALLY BRACED BY 1.5x4 I 5x5= 1.5x4 r. PURLINS AT 2-0-0 OC. MAX. sxs= TYPICAL. 5 z1 6 7 zz a 9 r 8.00112 3x8 O SII 4 I II m 3x5 0 0 3 to 4.50,12 10x10 MT20HS G 2 rT 1 �419 TF m 17 23 24 16 25 26 27 15 28 29 14 30 31 321333 34 35 12 36 37 38 39 4011 10 8x8= Special 8x8= Bx8= 8x8= 8x8= HHUS48 10x10= HHUS48 6x6= HHUS48HHUS48HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48HHUS48 HHUS48 HHUS48 2-0-0 6-2-12 10-7-4 14-10-1 19-2-0 23-6-0 29-9-8 29- 0-8 2-0-0 4-2-12 4-4-8 4-2-12 4-4-0 4-4-0 6-3-8 0-1-0 Plate Offsets(X,Y)-- [1:0-0-0,0-4-41,[2:0-4-4,0-3-01 [5:0-5-12,0-2-01,[8:0-2-8,0-2-01,[12:0-3-8,0-6-01,[14:0-3-8,0-5-41,[15:0-4-0,0-6-01,[16:0-3-8,0-4-121,[17'0-1-7 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.17 14-15 >999 480 1MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.30 14-15 >999 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO i WB 0.96 Horz(CT) 0.05 11 n/a n/a M18SHS 244/190 BCDL 15.0 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.01 15 >999 240 Weight:1177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins. 2-5:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP DSS WEBS T-Brace: 2x4 SP No.2-4-14,9-11,6-13,5-13 WEBS 2x4 SP No.2*Except* 2x6 SP No.2-8-11,7-12 8-12,8-11:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=6008/0-5-8,11=8078/0-3-8 (req.0-4-6) Max Horz 1=269(LC 8) Max Uplift 1=-169(LC 8),11=-262(LC 5) Max Grav 1=11606(LC 12),11=1721O(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 91331235,2-3=-20573/280,3-4=-17485/259,4-5=-1 4046/246,5-6=-1 0967/201, 6-7—10967/201,7-8=-8506/141 BOT CHORD 1-17=-476/17739,16-17=-492/18293,15-16=-437117171,14-15=-330/14397, 13-14=-235/11796,12-13=-141/8506,11-12=-82/4276 WEBS 2-17=-3934/114,5-14=-128/9578,4-14=-5045/177,4-15=-62/6063,3-15=-3564/142, 3-16=-11/3928,2-16=-1154/57,8-11=-13722/264,7-12=-5605/210,8-12=-188/13577, 6-13=-256/113,5-13=-2016/83,7-13=-151/6153 NOTES- 1)4-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.=12015 BEFORE USE. Design valid for use only with MITek©connectors.this design Is based only upon parameters shown,and Is for an individual bul ding component,not a trim system.Before use,the building designer must verity the applicability of design parameters and properly incorporate tits design into 11-w 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 fatxicatbn,storage,delivery,erection and bracing of trusses and truss systerns,seeANSI/TPI l Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK A J180273 �FRG01 PIGGYBACK BASE GIRDE 1 713930495 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:57 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fyl W x W zKw51-I Fm t Fg67j8ygVheXc6Gqr8W dgi NZS848N blbGazKc W q NOTES- 7)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+ 0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel);#24 Reversal: Dead+0.6 MWFRS Wind(Pos.Internal)Left;#25 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right;#26 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left; #27 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right;#28 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#29 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#30 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#31 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#32 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left);#33 Reversal:Dead+0.75 Roof Live(bal.)+ 0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Right);#34 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS W ind (Neg.Int)1 st Parallel);#35 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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=15.0psf. 10)WARNING:Required bearing size at joint(s)11 greater than input bearing size. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at joint 1 and 262 Ib uplift at joint 11. 12)Use Simpson Strong-Tie HHUS48(22-1Od Girder,8-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 3-11-0 from the left end to 29-5-0 to connect truss(es)to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1536 Ib down at 2-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-54,2-5=-54,5-9=-54,10-18=-30 Concentrated Loads(lb) Vert:11=-903(F)23=-766(F)24=-261(F)25=-261(F)26=-776(F)27=-514(F)28=-924(F)29=-919(F)30=-895(F)32=-895(F)33=-895(F)35=-895(F)36=-895(F) 38=-895(F)39=-895(F) ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10IM015 BEFORE USE. Design valid for use only with MITekC connectors.This 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 incogrorole this design into the overall building design. Brading Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MireW 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/iPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Tampa.FL 33610 Job Truss Truss Type 1 Qty Ply Riverside Homes/Cury/JK T13930496 J180273 AO Roof Special Girder 1 _ 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:09 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W x W zKw51-90stAPX01 OvekJzJo 1 PauOXVMM3bCSE4L773aMzKcXa 1-7-8 6-5-8 10-7-0 14-6-12 21-11-0 29-3-4 33-3-0 37-4-8 42.2-8 44-2-81 4-10-0 4-1-8 5-11-i2 7-4-4 7-4-4 3-11-12 4-1-8 4-10-0 2-0-0 Scale=1:81.3 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 800112 6x6= NAILED 4x4— 4x4 NAILED 8x8 NAILED 5x5 = 4x4 — Special 6x6 3 26 4 27 5 28 29 30 6 31 32 33 34 7 35 836 37 9 4.50 12 .. 5x12 2 5x5 10 op ,p 1 — --- 11 0 18 17 38 39 40 41 16 42 43 44 15 45 46 47 t4 48 49 50 13 51 12 5x5 '.I 4x10 NAILED 8x8 NAILED 4x10= NAILED 8x8 = NAILED 4x10 = 2x4 !I 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED Special 5x5— Special NAILED NAILED NAILED NAILED Special 4x10 14-6-12 21-11-0 29-3-4 37-4-8 42-2-8 44-2-8 71 S' 4-10-0 8-1-4 7-4-4 7-4-4 8-1-4 4-10-0 2-0 0 Plate Offsets(X,Y)-- (3:0-3-0,0-2-31,(6:0-4-0,0-4-81,(9:0-3-0,0-2-31,(11:0-0-0,0-2-5),[14:0-4-00-4-81'[16:0-4-0,0-4-81 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 0.46 Vert(LL) -0.08 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 i Vert(CT) -0.15 15-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:607 lb FT=2090 LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. 3-6,6-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except. BOT CHORD 2x6 SP No.2 6-0-0 oc bracing:14-15,13-14. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-15 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od WEDGE (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Right:2x4 SP No.2 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 1-5-8 REACTIONS. (Ib/size) 1=1947/0-3-8,14=4678/0-5-8,11=412/0-5-8 Max Horz 1=-80(LC 23) Max Uplift 1=-640(LC 8),14=-1587(LC 8),11.97(LC 8) MaxGrav 1=1953(LC 17),14=4678(LC 1),11=419(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1364/449,2-3=-3188/1100,3-4=-2693/978,4-5=-3219/1153,5-6=-1636/626, 6-7=-1636/626,7-8=-690/2183,8-9=-277/136,9-10=413/169,10-11=-649/163 BOTCHORD 1-18=-841/2554,17-18=-871/2627,16-17=-1034/3120,15-16=-1 041/3208, 14-15=-2089/766,13-14=-815/322,12-13=-1541622,11-12=-146/611 WEBS 2-18=-557/228,2-17=-260/252,3-17=-397/1361,4-17=-670/278,5-16=-4/458, 5-15=-1828/609,6-15=-817/430,7-15=-1478/4265,7-14=-2752/1046,8-14=-2043/716, 8-13=-495/1597,10-13=-343/137 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=44ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. Walter P.Finn PE No.22839 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 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)11 except Qt=1b) Date: 1=640,14=1587. May 2,2018 s 3-10d 0.148"x3" or 3-12d 0.148"x3.25" toe-nails Der NDS cluidlines. &WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M117473 rev.laV3/2015 BEFORE USE. Design valid for use only with MiTekb connectors.lois design Is based only upon parameters shown,and is for an Individual building component,not a inm system.Before use,the bt Aiding designer must verify the applicability of design parameters and rxoperly Incorporate this design Into the overall I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for 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/rPl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. j 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 Riverside Homes/Cury/JK T13930496� J180273 A01 Roof Special Girder 1 ^ L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:10 2018 Page 2 I D:3t?TTPm_4xP35QZ2 Fyl W xW zKw51-dDQFOIXeoi 1 VMTYVMkwpRD3g6mPgxvU Dansc6pzKcXZ NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)234 Ib down and 231 Ib up at 6-5-8,and 235 Ib down and 231 Ib up at 37-4-8 on top chord,and 260 Ib down and 117 Ib up at 6-3-6,332 Ib down and 145 Ib up at 6-7-10,and 375 Ib down and 150 Ib up at 37-1-10,and 296 Ib down and 121 Ib up at 37-6-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-9=-54,9-10=-54,10-11=-54,19-23=-20 Concentrated Loads(lb) Vert:3=-102(B)9=-107(B)16=-66(B)17=-332(B)4=-91(B)5=-91(B)15=-66(B)6=-91(B)7=-49(B)8=-98(B)13=-375(B)26=-91(B)27=-91(B)28=-91(B)29=-91(B) 31=-91(B)32=-91(B)33=-91(B)34=-91(B)35=-98(B)37=-98(B)38=-260(B)39=-66(B)40=-66(B)41=-66(B)42=-66(B)43=-66(B)44=-66(B)45=-66(B)46=-66(B) 47=-66(8)48=-73(B)49=-73(B)50=-73(B)51—296(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03110/5 BEFORE USE. Design valid for use only with MiTekn connectors.This 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 fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSf 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 Riverside Homes/Cury/JK T13930497I J180273 lIA02 Roof Special 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:11 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKw51-5P_eb5YGZ09L_d7ivSR2_RcmkAjUgPnNoRcAfFzKcXY 1-7-8 8-5-8 14-6-12 21-11-0 29-3-4 35-4-8 42-2-8 44-2-8 1-7-8 6-100-0 6-1-4 7-4-4 7-4-4 6-1-4 6-10-0 2-0-0 Scale=1:79.1 5x8— 1.5x4 11 5x8= 1.5x4 "I 5x8= 8.00 12 3 23 4 24 5 25 6 2627 7 4.50 12 5X5 i 22 28 m b 5x12 z 19 4x7 28 'n ISI 9 o 17 16 15 14 29 13 30 12 11 10 2x4 l= 44— 5x8 — 1.5x4 5x8— 4x4 — 3x5 it 3x4= 1.5x4 11 1-7-8 8-5-8 14-6-12 21-11-0 29-3-4 35-4-8 42-2-8 44-2-8, 1-7-8 6-10-0 6-1-4 7-4-4 7-4-4 6-1-4 6-10-0 2-0-0 Plate Offsets(X,Y)-- (3:0-6-4,0-2-41,[5:0-4-0,0-3-0),(7:0-6-4,0-2-4),(9:0-1-12,0-2-101,[12:0-4-0,0-3-01,[14:0-4-0,0-3-01 ; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-17:2x6 SP No.2 6-0-0 oc bracing:11-12. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,7-12 SLIDER Right 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 1 O (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=235/0-5-8,17=910/0-3-8,12=2110/0-5-8 Max Horz 17=-125(LC 10) Max Uplift 9=-39(LC 12),17=-174(LC 12),12=-422(LC 12) Max Grav 9=257(LC 22),17=926(LC 21),12=2110(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1154/286,2-3=-1210/328,3-4=-1035/353,4-5=-1 035/353,5-6=-129/775, 6-7=-129/774,7-8=-41/275,1-17=-935/208 BOT CHORD 15-16=-311/1177,14-15=-162/926,13-14=-42/542,12-13=-42/542,10-11=-99/446, 9-10=-91/457 WEBS 2-16=-469/212,2-15=-326/152,3-15=0/298,4-14=-388/180,5-14=-189/671,5-13=0/333, 5-12=-1589/420,6-12=-393/182,7-12=-915/259,7-11=0/329,8-11.541/220, 8-10=0/268,1-16=-310/1213 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=44ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 1-7-8,Interior(1)1-7-8 to 8-5-8,Exterior(2)8-5-8 to 39-9-9,Interior(1)39-9-9 to 42-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except Qt=1b) 17=174,12=422. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/201 S BEFORE USE. Design valid for use only with MITek©connectors.This design is based only upon parameters shown,and is for can Individual building component,not a truss system.Before use,the buildirxd designer must verity the applicability of design parameters and properly incoq.orate this design into the overall building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tine 6904 Parke East Blvd.fabaccrion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPl I Quality Criteria,DSB-89 and BCSi Building Component 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 Riverside Homes/Cury/JK T139304981 J180273 i A03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:12 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKw51-abYOpRZuKJHCbniuT9yHWe9xuZ_LPoSW 15LjBhzKcXX 1-7-8 6-0-8 10-5-8 14-6-12 21-11-0 29-3-4 33-4-8 37-9-8 42-2-8 44-2-8 1-7-8 4-5-0 4-5-0 4-1-4 7-4-4 7-4-4 4-1-4 4-5-0 4-5-0 2-0-0 Scale=1:79.1 5x8= 1.5x4 11 3x10= 5x5= 5x8 = 4 24 525 26 6 27 7 28 29 8 8.0071-2 4x4�i i Iii 4x4 4.50 12 3 9 � i m v 5x5 % 5x12 n 4x7 2 10 130 �l 0 0 19 18 17 16 15 31 14 13 12 2x4 i 3x4= 5x8= 1.5x4 1 5x8= 3x4 = 3x4=3x5 I 3x10 — 1-7-8 10-5-814-6-12 21-11-0 29-3-4 33-4-8 42-2-8 44-2-8 1-7-8 8-10-0 4-1-4 7-4-4 7-4-4 4-1-4 8-10-0 2-0-0 Plate Offsets(X Y)-- [4:0-6-4,0-2-41,[7:0-2-8,0-3-01,[8:0-6-4,0-2-41,[11:0-1-12,0-2-101,[14:0-4-0 0-3-01 [16:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.15 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.32 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH ( Weight:283 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-19:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-14 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with IOd SLIDER Right 2x4 SP No.2 1-10-7 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 11=187/0-5-8,19=885/0-3-8,14=2183/0-5-8 Max Horz 19=-154(LC 10) Max Uplift 11=-36(LC 12),19.172(LC 12),14=-427(LC 12) Max Grav 11=220(LC 22),19=919(LC 21),14=2183(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 155/226,2-3=-1382/347,3-4=-1038/330,4-5=-819/321,5-6=-818/320, 6-7=-77/739,7-8=-77/738,8-9=-33/455,9-10=-535/117,10-11=-453/35,1-19=-992/187 BOT CHORD 17-18=-237/1033,16-17=-103/816,15-16=-43/447,14-15=-43/447,13-14=-322/184, 11-12=-24/408 WEBS 2-18=-461/176,3-18=0/362,3-17=-307/179,4-17=-76/371,5-16=-338/167, 6-16=-167/615,6-15=0/393,6-14=-1520/377,7-14=-344/169,8-14=-856/210, 8-13=-82/392,9-13=-346/191,9-12=-106/638,1-18=-195/1161 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=44ft;eave=5ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 1-7-8,Interior(1)1-7-8 to 10-5-8,Exterior(2)10-5-8 to 37-11-0,Interior(1)37-11-0 to 42-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11 except(jt=1b) 19=172,14=427. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/012015 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 taus system.Before use.the building designer must verity the applicot-Ally of design parameters and properly Incorporate this design into the overall j building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braclryg MITek' ISI is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Riverside Homes/Cury/JK T13930499 J180273 I A04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:14 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-W_fm D7bBrxXwr4sGba?Ib3EJ PNhdtngpVOgq FazKcXV 1-7-8 7-01 12-5-8 18-2-14 25-7-2 31-4-8 36-9-8 42-2-8 44-2-8 1-7-8 5-5-0 5-5-0 5-9-6 7-4-4 5-9-6 5-5-0 5-5-0 2-0-0 Scale=1:79.1 5x5 = 3x4 -- 3x4— 5x5— 4 24 5 25 6 26 27 7 8.00 12 1.5x4 1 28 1.5x4 11 1 23 3 8 im 4.5012 o I 5x5 % 5x12 4x7 2 r 9 1 o� 10 1<21 v ct 6 .Y o 18 17 16 29 30 15 31 32 14 33 34 13 35 36 12 11 0 2x4 11 4x10 — 6x6- 3x4- 6x6- 4x10— 3x5 11 1.5x4 I 3x4 = 1-7-8 7-0-8 14-6-12 21-11-0 29-3-4 36-9-8 42-2-8 44-2-8 1-7-8 5-5-0 7-6-4 7-4-4 7-4-4 7-6-4 5-5-0 2-0-0 Plate Offsets(X Y)-- [4:0-2-8,0-1-131,[7:0-2-8,0-1-131,[10:0-1-12,0-2-101,[13 0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.69 Vert(LL) -0.12 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.20 15-16 >999 180 I BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014— Matrix-MSH Weight:283 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-18:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-15,5-14,6-13,7-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Right 2x4 SP No.2 1-10-7 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=219/0-5-8,18=892/0-3-8,13=2144/0-5-8 Max Horz 18=-183(LC 10) Max Uplift 10=34(LC 12),18=-169(LC 12),13=-432(LC 12) Max Grav 10=267(LC 22),18=935(LC 17),13=2263(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1088/258,2-3=-1319/320,3-4=-1379/472,4-5=-726/285,5-6=-345/181, 6-7=-44/625,1-18=-900/213 BOT CHORD 16-17=-25311196,15-16=-56/801,14-15=-46/635,13-14=-274/153,12-13=-4231225, 11-12=-54/378,10-11=-50/385 WEBS 2-17=-495/160,3-16=-362/239,4-16=-249/661,5-15=-42/386,5-14=-727/231, 6-14=-184/990,6-13=-1330/385,7-13=-854/280,7-12=-260/716,8-12=-357/237, 9-12=-348/149,1-17=-254/1081 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 1-7-8,Interjor(1)1-7-8 to 12-5-8,Exterior(2)12-5-8 to 35-9-9,Interior(1)35-9-9 to 42-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except Qt=1b) 18=169,13=432. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032815 BEFORE USE. Design valid for use only with MlTekm connectors.This design Is based only upon parameters shown.and is for an Individual building component not a tnrss system.Before use,the bxdlding designer must verify the applicability of design parameters and properly Incorporate this design into the overall L"Iding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and Miss systems,seeANSI/TP1I Quality Criteria,DSB-89 and BCS1 Building Component 6404 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 TypeQty Ply Riverside Homes/Cuty/JK T13930500: J180273 A05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:15 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-_ADBRTbnc EfnSE RT81 W_BHnSMn2tcAuyj2allo0zKcXU 2-0-0 8-5-0 14-10-0 22-3-8 29-9-0 36-2-0 42-7-0 44-7-0 2-0-0 6-5-0 6-5-0 7-5-8 7-5-8 6-5-0 6-5-0 2-0-0 Scale=1:78.6 5x8= 1.5x4 II 5x8= 4 26 5 27 6 i 8.00;12 3x5/i 25 28 3x5 O 3 7 I� �i o 4.50 12 5x12 5x12 2 8 or 1 9 r 3 0 30 2 16 15 14 29 13 12 11 10 5x5 5x5 11 4x4= 5x5— 4x10= 5x5= 4x4- 1.5x4 II 1.5x4 II 2-0-0 8-5-0 14-10-0 22-3-8 29-8-12 29-r9-0 36-2-0 42-7-0 ,44-7-0 2-0-0 6-5-0 6-5-0 7-5-8 7-5-4 0- -4 6-5-0 6-5-0 2-0-0 Plate Offsets(X Y)-- [4:0-6-4,0-2-41,[6:0-6-4,0-2-41,f9-Edge 0-5-12] [12:0-2-8,0-3-41,114:0-2-8,0-3-41 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 0.81 Vert(LL) -0.12 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:286 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-14,4-13,5-13,6-12,7-12 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=954/0-5-8,9=255/0-5-8,12=2090/0-3-8 Max Horz 1=-196(LC 10) Max Uplift 1=-181(LC 12),9=-40(LC 12),12=-423(LC 12) Max Grav 1=988(LC 21),9=320(LC 22),12=2090(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-465/132,2-3=-1407/354,3-4=-936/324,4-5=-426/245,5-6=-4261245,6-7=-46/599 BOT CHORD 1-16=-359/1694,15-16=-368/1695,14-15=-208/1197,13-14=-48/773,12-13=-511/256, 10-11=-75/501,9-10=-69/511 WEBS 2-15=-506/187,3-15=0/339,3-14=-568/235,4-14=-111/596,4-13=-538/128, 5-13=-466/217,6-13=-341/1322,6-12=-1612/449,7-12=-548/228,7-11=0/322, 8-11=-445/170 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Intedor(l)2-0-0 to 14-10-0,Exterior(2)14-10-0 to 34-2-8,Interior(1)34-2-8 to 42-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except Qt=1b) 1=181,12=423. Welter P.Finn PE No.21839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek(&connectors.This design Is based only upon parameters shown.and is for an individual building comp)nent,not a inrss system.Before use,the building designer must verity the a"Aicabillty,of design r"rarneters and property incorporate B)Is design into ll�-overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.— - — Tampa.FL 33610 i JobTruss Truss Type Qty Ply Riverside Homes/Cury/JK 713930501 J180273 A06 ROOF TRUSS 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:17 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-wZLvs8dl8svViYbrGiYSDisubahk42zFBM3UsvzKcXS 2-0-0 5-5-0 14-10-1 22-3-8 25-11-6 29-8-15 36-2-0 42-7-0 44-7-0 2-0-0 6-5-0 7-5-7 3-7-14 3-9-10 6-5-0 6-5-0 2-0-0 Scale=1:81.0 5x5= 5x8 M18SHS 3x8= 4 28 5 29 6 1.5x4 i 8.00112 7 1.5x4= 30 3x5 O 27 8 1.5x4 11 W 11 3 � 19 9 im 4.50 12 j 4 4= o o 5x12 �� 6x6 J 2 10 C" 1 634 0 6 18 17 16 31 15 32 14 13 12 3x6 1 4x4= 5x8= 1.5x4 !I 7x10 MT20HS= 4x4= 3x8 11 1.5x4 I 5x5 = 4x10 11 2-0-08-5-0 22-3-8 29-8-12 29- -15 36-2-0 42-7-0 44-7-0 2-0-0 6-5-0 6-5-0 7-5-7 7-5-4 0- -3 6-5-0 6-5-0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-21,[4:0-2-8,0-1-131,(6:0-4-0,0-1-9j [11:0-0-0,0-2-51,114:0-3-8,0-3-41,[16:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.44 Vert(LL) -0.49 13 >368 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 j BC 0.83 Vert(CT) -0.89 13 >204 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 14 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.25 13-14 326 360 Weight:295 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP 2250F 1.9E*Except* 2-0-0 oc purlins(6-0-0 max.):4-6. 11-14:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 2x4 SP No.2*Except* WEBS 1 Row at midpt 3-16,4-16,5-14 4-16,5-15,6-14:2x4 SP 2250F 1.9E JOINTS 1 Brace at Jt(s):19 WEDGE Right:2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=778/0-5-8,11=-32/0-5-8,14=2620/0-3-8 Max Horz 1=-196(LC 10) Max Uplift 1=-133(LC 12),11=-150(LC 24),14=-526(LC 12) Max Grav 1=879(LC 22),11=55(LC 12),14=2903(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-496/117,2-3=-1203/245,3-4=-738/218,4-5=-523/237,5-6=-1 08/901, 6-7=-221/1290,7-8=-1 99/1190,8-9=-227/1044,9-10=-361/1064,10-11=-496/54 BOT CHORD 1-18=-264/1410,17-18=-272/1411,16-17=-132/935,15-16=-361/193,14-15=-361/193, 13-14=-893/382,12-13=-67/427,11-12=-49/489 WEBS 2-17=-484/181,3-17=0/330,3-16=-556/231,5-16=-205/741,5-15=0/339, 14-19=-1065/321,6-19=-994/273,10-13=-1250/413,10-12=-121/570,5-14=-1470/371 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=45ft;eave=5ft Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-1,Exterior(2)14-10-1 to 34-2-7,Interior(1)34-2-7 to 42-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Bottom chord live load(25.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) Walter P.Finn PE No.22839 1=133,11=150,14=526. MiTek USA,Inc.FL Cert 6634 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03@01 S BEFORE USE. Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and Is for art 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 landing design. Bracing indicated Is to prevent touckling 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 darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T139305021: J180273 A07 I ROOF TRUSS Job Reference(optional) J Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:18 2018 Page 1 I D:3t?TTPm_4xP35OZ2Fy1 WxW zKw51-OlvH3Uefv91 MJi92g03hmvP24_OypW rPPOot OLzKcXR 8-4-7 2-0-0 4-7-9 6-4-7 -4- 10-1-6 14-10-1 22-3-6 29-8-15 36-2-0 42-7-0 44-7-0 2-0-0 2-7-9 1-8-15 -0- 4-8-10 7-5-7 7-5-7 6-5-0 6-5-0 2-0-0 1.0-0 1-8-15 Scale=1:85.9 5x5= 5x8 M18SHS 3x8= 6 34 7 35 8 -- 1.5x4 8.00 12 9 1.5x4= 3x10 i 36 3x6 i 5 10 1.5x4 1 11 426 m q 4.50 5x12 3x5 4x4= �o 2 3 6x6 C 12 �m1 1 J 131 ?1 IT. 1 0 2P 25 23 24 20 19 18 37 17 38 16 15 14 o 52 6x6= 21 X1 3x6 _ 5x5-- 3x8= 5x5- 7x10 MT20HS= 4x4- 3x8 1.5x4 I 1 6.00�2 6x6— 5x5= 4x10 II 6-4-7 8-4-7 14-10-1 22-3-8 29-8-12 29-$-15 36-2-0 42-7-0 4 '2-0-0 4-4-7 2-0-0 6-5-9 7-5-7 7-5-4 0- -3 6-5-0 6-5-0 2-0-0 Plate Offsets(X Y)-- [1:0-2-12,0-0-21,[6:0-2-8,0-1-131,[8:0-4-0,0-1-91,[13:0-0-0,0-2-51,[16:0-3-8,0-3-41,[17:0-2-8,0-3-01,[23:0-6-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) -0.49 15 >369 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.88 15 >206 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.04 16 rVa n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.25 15-16 327 360 Weight:323 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):6-8. 17-21,16-17:2x4 SP 2250F 1.9E,13-16:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 2x4 SP No.2"Except* WEBS 1 Row at midpt 6-18 6-18,7-17,8-16,11-15,10-26:2x4 SP 2250F 1.9E 2 Rows at 1/3 pts 7-16 WEDGE T-Brace: 1x4 SPF Stud-5-18 Right:2x4 SP No.2 Fasten(1 X) T and I braces to narrow edge of web with 8d SLIDER Left 2x4 SP No.2 1-10-7 (0.113"x2.5")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):26 REACTIONS. (Ib/size) 1=789/0-5-8,16=2775/0-3-8,13=-122/0-5-8 Max Horz 1=-196(LC 10) Max Uplift 1=-113(LC 12),16=528(LC 12),13=-242(LC 24) Max Grav 1=883(LC 22),16=3019(LC 19),13=60(LC 12) FORCES. (lb)-Max.Como./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-569/127,2-3=-1418/249,3-4=-162(j/289,4-5=-1289%177,5-6=-622/208, 6-7=-461/218,7-8=-123/1042,B-9=-235/1405,9-10=-217/1319,10-11=-241/1173, 11-12=-375/1183,12-13=-403/227 BOT CHORD 1-25=-213/1303,23-25=-217/1315,20-22=-131/1171,18-19=-79/758,17-18=-424/206, 16-17=-424/206,15-16=-9911394,14-15=-244/339,13-14=-196/403,22-23=-182/1323, 19-20=-90/862 WEBS 7-18=-201/815,7-17=0/335,7-16=-1559/372,16-26=-11281328,8-26=-1061/282, 12-15=-1239/411,12-14=-124/590,3-23=-419/81,5-19=-312/66,5-18=-531/193, 5-20=-142/942,4-20=-473/138,4-22=-92/526 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-1,Exterior(2)14-10-1 to 34-2-7,Interior(1)34-2-7 to 42-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Welter P.Finn PE No12839 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610 7)Bottom chord live load(25.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-16 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) Date: 1=113,16=528,13=242. May 2,2018 I'M rantillaoi resentation does not deDict the size or the orientation of the Durlin alona the too,and/or bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1017311015 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.BeAxe use,the building designer must verify the applical-Ally of design parameters and rxopeily incorfxxate 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 permanentbracing MiTek` j is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. i Job Truss Truss Type 1 Qty Ply Riverside Homes/Cury/JK T13930502� J180273 �A07 ROOFTRUSS _ i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:18 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWZKw51-OlvH3Uefv91MJi92gQ3hmvP24_OypWrPPOo1OLzKcXR NOTES- 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 MITeW connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the applicabBity of design parameters and properly incorporate this design into fire overall building design. Brading indicated Is to prevent buckling of individual thus 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/TPI i Quality Criteria,DSB-89 and BCSt Bultding Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. - Tampa.FL 33610 Job j Truss i Truss Type ty Ply i Riverside Homes/Cury/JK T13930503! J180273 A08 PIGGYBACK BASE 1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:20 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-L811 UAfvRnH4Z?JQxr69rKUGNokEHQUhtKH8TEzKcXP 2-0-0 4-7-9 6-4-7 7 4-7,8-4-7 10-1-s 14-i o-1 z2-1-12 29-5-0 2-0-0 2-7-9 6 15 1�r0-01-0-0 1-8-15 4-8-10 7-3-11 7-3-4 4x7—_ Scale:3/16"=1' 1.5x4 i 3x8= 6 4 25 7 26 27 8 i 8.00 12 4x10 23 5 � I 3x6 i 4 o I 3x5 i 4,5071-2- I 5x12 2 � 1 m , i a - 0 15 18 16 17 12 11 28 10 29 9 1.5x4 650 12�. 5x5= 14 4x4 8x5 4x10 3x4 i I I1 x - 5x5 I 5x5— 2-0-0 6-4-7 8-4-7 14-10-1 22-1-12 29-5-0 2-0-0 4-4-7 2-0-0 6-5-9 7-3-11 7-3-4 Plate Offsets(X Y)-- [6:0-5-4,0-2-01,fl 10-2-8 0-3-0j [16:0-6-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.07 9 rUa n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MSH Weight:231 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(5-10-6 max.):6-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 7-10,6-10 SLIDER Left 2x4 SP No.2 1-10-7 T-Brace: 1x4 SPF Stud-5-11 2x4 SP No.2-8-9 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,6in o.c.,with Sin minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=1140/0-5-8,9=1102/Mechanical Max Horz 1=336(LC 11) Max Uplift 1=-185(LC 12),9=283(LC 9) Max Grav 1=1140(LC 1),9=121 O(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-653/167,2-3=-1909/425,3-4=-2298/511,4-5=-1915/484,5-6=-1133/376, 6-7=-694/312,7-8=-694/312,8-9=-1071/373 BOTCHORD 1-18=-676/1817,16-18=-681/1835,13-15=-709/1804,11-12=-510/1253,10-11=-405/959, 15-16=-716/1903,12-13=-576/1424 WEBS 6-11=-119/657,5-11=-550/187,3-16=-673/323,5-12=-580/288,4-13=-559/205, 5-13=-471/1312,4-15=-199/649,3-15=-1781411,7-10=-460/232,6-10=-419/170, 8-10=-368/1166 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f;L=29ft;eave=oft Cat. II;Exp B;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-1,Exterior(2)14-10-1 to 17-10-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. Walter P.Finn PE No.22839 6) Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 6904 Parke East Blvd.Tampa FL 33610 1=185,9=283. Date: 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekf,connectors.This design Is based only upon parameters shown,and Is for an Individual txtNding component,not a buss system.Before use,The 1AAiding designer must verity the applicability of design parameters and properly incorporate this design into the overall txAlding design. Bracing Indicated Is to prevent buckling of individual taus 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 tuns systems,seeANSI/TPI l Quality Criteria,DSB-89 and 8CSl Butidtrlg Component 6904 Parke East Blvd. Safety Information available from Truss Piate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930504I J180273 B01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:212018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-pKaQh W gXC4PxA9udVYdONY 1 U DC7K01 Cr6_1 h?gzKcXO 2-0-0 7-0-0 11-3-8 15-7-0 20-7-0 22-7-0 2-0-0 5-0-0 4-3-8 4-3-8 5-0-0 2-0-0 Scale=1:40.6 4x7 NAILED Special = _ Special NAILED 1.5x4 I NAILED 4x7 3 21 22 4 23 24 5 8.00 F12 n'l ILE n A - I 1 4.50 F12 m 5x14 6 5x14 2 1 7 m icb - 16- 12 2511 26 t0 27 9 28 8 6x6 II 1.5x4 11 6x6— NAILED 5x8— NAILED 6x6 1.5x4 (i 6x6 11 Special NAILED Special Special Special 2-0-0 7-0-0 11-3-8 15-7-0 20-7-0 22-7-0 2-0-0 5-0-0 4-3-8 4-3-8 5-0-0 2-0-0 Plate Offsets(X Y)-- [3:0-5-4,0-2-01,[5:0-5-4,0-2-01,jTEdge 0-5-121 [10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.19 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.06 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH i Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=1900/0-5-8,7=1900/Mechanical Max Horz 1=75(LC 24) Max Uplift 1=-590(LC 8),7=590(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1030/325,2-3=-3132/1040,3-4=-2898/1014,4-5=-2898/1014,5-6=-3132/1040, 6-7=-1030/325 BOT CHORD 1-12=-943/3036,11-12=-958/3058,10-11—813/2589,9-10=-794/2589,8-9=-958/3058, 7-8=-943/3036 WEBS 2-11=-513/176,3-11=-250/978,3-10=-182/494,4-10=-4831253,5-10=-182/494, 5-9=-250/978,6-9=-513/176 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=590,7=590. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)237 Ib down and 231 Ib up at 7-0-0,and 237 Ib down and 231 Ib up at 15-7-0 on top chord,and 302 Ib down and 122 Ib up at 6-9-14,383 to down and 151 Ib up at 7-2-2,and 383 Ib down and 151 Ib up at 15-4-2,and 302 Ib down and 122 Ib up at 15-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: May 2,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mib7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekC,connectors.This 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 tbtAlding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent Lacing 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 inks systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tama.FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexan dda.VA 22314. Job Truss Truss Type I qty Ply Riverside Homes/Cury/JK 713930504 J180273 801 Roof Special Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:22 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-H W 8ovshAzOXooJTp3G8dwlZfzbTZl US_Kem FX6zKcXN LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20 Concentrated Loads(Ib) Vert:3=-1 14(B)5=-1 14(B)11=-383(B)1 0=-75(B)4=-1 02(B)9=-383(B)21=-1 02(B)24=-102(B)25=-302(B)26=-75(8)27=-75(8)28=-302(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and Is tot an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate ihh design into the overall building design. Brackrg indicated is to prevent buckling of individual truss web and/or chord members only. Addlitonal temporary and permanent Lxacing WO is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and txacing of trusses and truss systems,seeANSI/IPi l Quality Criteria,DSB-89 and SCSI 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 1 Oty Ply Riverside Homes/Cury/JK 713930505, J180273 B02 Roof Special 1 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:22 2018 Page 1 I D:3t?TTPm_4xP35OZ2Fy t W xW zKw51-H W SovshAzOXooJTp3G8dwlZgAbSvl PN_KemFX6zKcXN 2-0-0 9-0-0 13-7-0 20-7-0 22-7-0 2-0-0 7-0-0 4-7-0 7-0-0 2-0-0 4x7 = Scale=1:42.6 44= 3 20 21 22 23 4 I 8.00 r2 19 24 1 ( 7 1 4.50112 5x12 I 5 5x12 C 2 1 6 m iv) IT i 10 9 8 7 3x6 ! 1.5x4 1 5x5 = 410 = 1.5x4 {I 3x6 2-0-0 9-0-0 13-7-020-7-0 22-7-0 2-0-0 7-0-0 4-7-0 7-0-0 2-0-0 Plate Offsets(X Y)-- [1:0-2-12,0-0-21,[3:0-5-4,0-2-01,[4:0-2-4,0-2-41,[6:0-2-12,0-2-101,[9:0-2-8,0-3-01 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 0.71 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 6 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:129 Ib 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 BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=836/0-5-8,6=836/Mechanical Max Horz 1=102(LC11) Max Uplift 1=-163(LC 12),6=-163(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-321/96,2-3=-1072/301,3-4=-807/311,4-5=-1065/300,5-6=-319/97 BOT CHORD 1-10=-354/1406,9-10=-365/1403,8-9=-139/804,7-8=-367/1406,6-7=-356/1410 WEBS 2-9=-607/238,3-9=-9/304,4-8=-14/307,5-8=-616/238 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 16-7-0,Interior(1)16-7-0 to 20-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=163,6=163. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MR-7473 rev.IW3/1015 BEFORE USE. Design valid for use only with MITekV connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not j a truss system.Before LW-the building designer must verity the appiicotAlty of design parameters and properly incorporate this design into the overall txAiding design. Bracing Indicated Is to prevent buckling of individual truss we and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPlt 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 QI Ply Riverside Homes lCury/JK I J180273 803 Roof Special 1 1 T13930506 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:24 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-DVGYKYI QV?oV 1 ddBAhA5?Af 19P57DPi HoyFMc?zKcXL 11-7-0 z-o-0 5-7-12 11-0-0 1 - 16-11-4 zo-10 z2-7-0 2-0-0 3-7-12 5-4-4 0-3-8' 5-4-4 3-7-12 2-0-0 0-3-8 4x10 = Scale:1/4"=1' r 4 8.00 F12 � 20 21 44 i 4x4 O ail 3 5 ua ti I 4.50'�,12 5x12 5x12 2 6 r 7 iW 11 10 22 23 9 8 x 34= 6x6= 3x8 i 3x4 = 3x4= 3x8 l 2-0-0 6-9-8 7-6- 11-0-0 11-7- 15-0-11 5-9- 20-7-0 22-7-0 2-0-0 4-9-8 0-8-1 3-5-11 -7-0 3-5-11 -8-1 4-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.39 9-10 >690 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=836/0-5-8,7=836/Mechanical Max Horz 1=-131(LC 10) Max Uplift 1=-163(LC 12),7=-163(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 421/353,2-3=-1610/448,3-4=-1222/379,4-5=-12221379,5-6=-1610/448, 6-7=-1421/353 BOT CHORD 1-11=-308/1333,10-11=-216/1126,9-10=-68/685,8-9=-212/1043,7-8=-313/1313 WEBS 2-11=-431/162,6-8=-431/162,4-10—158/644,3-10=-311/189,3-11=-140/374, 4-9=-158/644,5-9=-311/189,5-8=-140/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-3-8,Extedor(2)11-3-8 to 14-3-8,Interior(1)20-8-12 to 22-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=163,7=163. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 -- AINA MING-Verily design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFERANCE PAGE MIF7473 rev.1QD3/2015 BEFORE USE. Design valid for use only with Mllek©connectors.This design is based only upon parameters shown,and Is for an individual Wilding component not a Truss system.Before tw.the building designer must verify the applicatAity of design parameters and properly Incorporate this design Into the overall budding design. Bracing Indicated is to prevent txrckling of individual truss web and/or chord members only. Additional ternporary and permanent bracing Mi fek' Is always required for stability and to prevent coltapse with possible personal Injury and property damage. for general guidance regarding the fabdcatk>n,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI BuBding 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 Qry Ply Riverside Homes/Cury/JK T13930507, J180273 B04 Roof Special I6 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:25 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-h5gwXtj2GJwMfnCOkOhKYOBCvpQMysrROc?vBRzKcXK 2-0-0 5-7-12 11-3-8 16-11-4 20-7-0 22-7-0 2-0-0 3-7-12 5-7-12 5-7-12 3-7-12 2 0_0 5x5 = Scale=1:47.0 4 T 8.00 12 20 21 1 4x4 i 4x4 y 3 5 h 4.50 F12 5x12 5x12 2 6 1 / � 7 10 X11 10 22 23 9 8 3x8 11 3x4— 6x6- 3x4= 3x4— 3x8 I 2-0-0 6-9-8 6- 11-3-8 15-0-11 i5-9- 20-7-0 22-7-0 2-0-0 4-9-8 -8-1 3-9-3 3-9-3 0-8-1 4-9-8 2-0-0 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 0.61 Vert(LL) -0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 1 Vert(CT) -0.39 9-10 >689 180 BCLL 0.0 Rep Stress Incr YES WB 0.21I Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:132 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=836/0-5-8,7=836/Mechanical Max Horz 1=133(LC 11) Max Uplift 1=-1 63(LC 12),7=-163(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1421/353,2-3=-1610/448,3-4=-1226/383,4-5=-1226/383,5-6=-1610/448, 6-7=-1421/353 BOT CHORD 1-11=-307/1334,10-11=-217/1127,9-10=-64/677,8-9=-212/1043,7-8=-313/1313 WEBS 6-8=-431/161,2-11=-431/161,4-10=163/657,3-10=325/195,3-11=-139/374, 4-9=-163/657,5-9=-325/195,5-8=-139/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25fh B=45ft;L=24ft eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-3-8,Exterior(2)11-3-8 to 14-3-8,Interior(1)20-8-12 to 22-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will tit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=163,7=163. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appllcablllty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/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 Riverside Homes/Cury/JK I T13930508i J180273 IC01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:27 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-d UyhyZllowA4u4LmrpkodpGVucArQlhjUwU0DKzKcXI 2-0-0 7-0-0 10-11-0 14-10-0 19-10-0 21-10-0 2-0-0 5-0-0 3-11-0 3-11-0 5-0-0 2-0-0 Scale=1:40.0 NAILED Special 4x7 = Special NAILED 1.5x4 II NAILED ax7 3 21 4 22 5 i 8.00 j12 j 4.50,12 j�2 sxla 6 5x14� a 2 1 1i 1 — 7 i m 12 2311 24 10 25 9 26 8 6x6 1.5x4 11 6x6= NAILED 5x8— NAILED 6x6= 1.5x4 11 6x6 11 Special NAILED Special Special Special 2-0-0 i 10-11-0 14-10-0 19-10-0 21-10-0 2-0-0 5-0-0 3-11-0 3-11-0 5-0-0 2-0-0 Plate Offsets(X Y)-- [3:0-5-4,0-2-01,[5:0-5-4,0-2-01,(7 Edge 0-5-12] (10:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.10 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.18 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:128 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=1873/0-5-8,7=1873/0-5-8 Max Horz 1=-75(LC 6) Max Uplift 1=-585(LC 8),7=-585(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1013/322,2-3=-3079/1029,3-4=-2815/996,4-5=-2815/996,5-6=-3079/1029, 6-7=-1013/322 BOT CHORD 1-12=-935/2993,11-12=-949/3014,10-11=-805/2544,9-10=-785/2544,8-9=-949/3014, 7-8=-935/2993 WEBS 2-11=-514/176,3-11.251/973,3-10=-176/460,4-10=-467/250,5-10=-176/460, 5-9=-2511973,6-9=-514/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft 13=45ft;L=2411;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)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)except(jt=1b) 1=585,7=585. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)237 Ib down and 231 Ib up at 7-0-0,and 237 Ib down and 231 Ib up at 14-10-0 on top chord,and 302 Ib down and 122 Ib up at 6-9-14,383 Ib down and 151 Ib up at 7-2-2,and 383 Ib down and 151 Ib up at 14-7-2,and 302 Ib down and 122 Ib up at 15-0-2 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). Walter P.Finn PE No12839 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20 May 2,2018 MEOW WARNING-Vedry deelgn parameters and READ NOTES ON THIS AND NcLuDED MITEK REFERANCE PAGE M&7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITekOO connectors.This 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 of:A-Aicot-liity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web b and/or chord rnemepermanentlxx rs only. Additional temporary and permanent ing MiTek'ek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of 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 �ty Ply Riverside Homes/fury/JK T13930508', J180273 C01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:27 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-d UyhyZllowA4u4LmrpkodpGVucArQlhjUwUODKzKcXI LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-1 14(F)5=-1 14(F)1 1=-383(F)10=-75(F)4=-102(F)9=-383(F)21=-102(F)22=-102(F)23=-302(F)24=-75(F)25=-75(F)26=-302(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M114473 rev.10173/2015 BEFORE USE. Design valid for use only with MITek(D connectors.This design Is based only upon parameters shown,and Is for an IndlNdual building component,not a tnrss system.Before use,the txiilding designer must verity the appiicat-Ally of design parameters and property Incorporate this design into the overall bitlkling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporarycord permanent bracing MiTek is always required tot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of inoses and muss systems,seeANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cuty/JK T13930509Si J180273 CO2 Roof Special Girder 1 2 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:28 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-6gV39vlwYE IxW EwzP W F 1 AOpk60VY98ftjaDZlmzKcXH 2-0-0 5-4-8 8-9-0 13-1-0 16-5-8 19-10-0 21-10-0 2-0-0 3-4-8 3-4-8 4-4-0 3-4-8 3-4-8 2-0-0 4x7 = Scale=1:41.4 5x5= 4 21 22 5 8.00112 3x6 i 3x8 6 3 :m 4.50 12 N 6X6 i 7 2 6x6 C T i I 1 I _ ! 8 a ISI d _ 14 23 1324 25 12 26 27 11 28 29 10 30 31 9 8x8— HTU26 HTU26 HTU26 HTU26 HTU26 2x4 6x6- 8x8- 5x8- 8x8- 2x4 I''. 8x8- HTU26 HTU26 HTU26 HTU26 NAILED 2-0-0 5-4-8 8-9-0 13-1-0 16-5-8 19-10-0 21-10-0 2-0-0 3-4-8 3-4-8 4-4-0 3-4-8 3-4-8 2-0-0 Plate Offsets(X,Y)-- [1:Edge,0-4-11],[1:0-7-6,0-0-7],[1:0-0-9,0-0-3],[4:0-5-4,0-2-0],[5:0-2-8,0-1-13],[8:Edge,0-4-11],[8:0-7-6,0-0-7],[8:0-0-9,0-0-3],[10:0-3-8,0-4-8], [11:0-4-0,0-3-81,[12:0-4-0,0-4-81,[13:0-3-0,0-4-01 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO i WB 0.53 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:301 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (Ib/size) 1=5074/0-5-8,8=5173/0-5-8 Max Horz 1=98(LC 7) Max Uplift 1=-1078(LC 8),8=-1188(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-8608/1834,2-3=-8092/1753,3-4=-6332/1428,4-5=-5344/1259,5-6=-6391/1467, 6-7=-8683/2038,7-8=-8960/2143 BOT CHORD 1-14=-1684!7959,13-14=-1712/8070,12-13=-1409/6735,11-12=-1056/5206, 10-11=-1647/7229,9-10=-1995/8411,8-9=-1965/8273 WEBS 2-14=-845/214,2-13=-1404/319,3-13=-434/2225,3-12=-2148/496,4-12=-650/3124, 4-11=-145/318,5-11=-739/3333,6-11=-2714/769,6-10=750/2877,7-10=-1243/366, 7-9=-1054/227 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Walter P.Finn PE No.22839 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) MiTek USA,Inc.FL Cart 6634 1=1078,8=1188. 6904 Parke East Blvd.Tampa FL 33610 9) Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. Date: starting at 1-9-4 from the left end to 17-9-4 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. May 2,2018 tes 3-10d 0.148"x3" or 3-12d 0.148"x3.25" toe-nails er NDS uidli es. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR4473 rev.10703/2015 BEFORE USE. Design valid for use only with MITekC connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 'I building design. Bracing Indicated Is to prevent buckling of Individual tnrss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always rec red for stability and to prevent collapse with possible person al injury and property damage. For general guidance regarding the. fabrbatkm,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/1P1 r Quality CBterfa,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930509', J180273 CO2 Root Special Girder 11 2 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:28 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WxW zKw51-6gV39vlwYEIxW EwzPW Ft AOpk6OVY98ftjaDZlmzKcXH NOTES 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 Ib down and 14 Ib up at 21-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-5=-54,5-7=-54,7-8=-54,15-18=-20 Concentrated Loads(lb) Vert:14=-816(B)8=-69 23=-816(B)24=-816(B)25=-816(B)26=-816(B)27=-816(B)28=-816(B)29=-816(B)30=-1880(B)31=-157(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design vaild for use only with MiTek©connectors.This design Is based only upon parameters shown,and is for an individual buAding component not a truss system.Before use,the building designer must verity the applicot-llity,of design pararneters and properly incogwrate this design into the overall �� I [wilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. �I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss �GTdwe� Ply Riverside Homes/Cury/JK 7139305101 J1802 33 DDO1 1 1 Job Reference o floral Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:29 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-at3RNFmZJXQoBOV9zEmGi EM rSOrW ui7OxEz7HCzKcXG 5-0-0 7-9-0 12-9-0 5-0-0 2-9-0 5-0-0 Scale=1:21.6 Special Special NAILED 4x4= 3 4x7= 19 4 4.50 12 i 3x4 5 3x4 i cd F`il il� =I ^ N cd M 4)j 1 20 8 21 7 22 1.5x4 I NAILED 3x4= 4x7 11 NAILED Special 4x7 Special NAILED 0 2 5-0-0 7-9-0 12-9-0 0-2- 4-10-0 2-9-0 5-0-0 Plate Offsets(X Y) (1:0-3-8 Edge) (3:0-5-4 0-2-0) (6:0-5-1 Edqe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.11 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.03 6 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:56 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 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=942/0-3-8,6=896/0-5-8 Max Horz 1=21(LC 7) Max Uplift 1=-229(LC 8),6=-218(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1610/423,3-4=-1522/416,4-6=-1664/435 BOT CHORD 1-8=-370/1451,7-8=-366/1457,6-7=-374/1513 WEBS 3-8=0/286,4-7=0/303 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber D61_=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=229,6=218. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)346 Ib down and 244 Ib up at 5-0-0,and 346 Ib down and 244 Ib up at 7-9-0 on top chord,and 129 Ib down and 22 Ib up at 5-2-2,and 129 Ib down and 22 Ib up at 7-6-2 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-4=-54,4-6=-54,9-15=-20 Walter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:3=-274(F)4=-274(F)8=-81(F)7=-81(F)19=-66(F)20=-41(F)21=37(F)22=-41(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITe-k0 connectors.This 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 miss web and/or chord members only. Additional lemporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component Tarr TamParke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. pa.FL 33610 Job TrussiTrusTruss Type Qty Ply Riverside Homes/Cury/JK T13930511 J180273 E01 Roof Special 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:30 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-23dpabnB4rYfmY4LXxHVFRuBhglAdAQAAuiggfzKcXF 2-0-0 2-0-0 8.00 12 Scale=1:12.5 3 4x4 4.50 12 2 T 1 I I rs 0o o ------ ----- 1 II, 5 4 1.5x4 I 6 3x6 11 1-4-0 2-8-0 140 140 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FB 201717 I 1 =20* 16 P 20 4 Matrix-MR Weight:101b FT 20,0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=91/0-5-8,4=94/Mechanical Max Horz 6=55(LC 9) Max Uplift 6=-3(LC 8),4=-54(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.Opst 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)6,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek)connectors.This design is based only upon parameters shown,and is for an individual building component,not a Truss;system.Before use,the building designer must verify the applicahtlily c f 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 rnernbers only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fab0cation,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPI i Quality Cdteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Ajexandria,VA 22314. Tampa.FL 33610 Job Truss 1 Truss TypeOty Ply Riverside Homes/Cury/JK T13930512 J180273 E02 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:32 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fyl WXWZKW51-_Sla?HoRcSoN?rEkeMJzKs_LOdwC5tBTdCBnuXzKcXD 2-9-09-1-6 15-4-0 21-6-10 27-11-0 2-9-0 6-4-6 6-2-10 6-2-10 16-4-6 Scale=1:49.0 NAILED NAILED NAILED NAILED NAILED NAILED 8.00 12 6x8 NAILED NAILED NAILED 2x4 II NAILED 3x10= NAILED 8x8— NAILED NAILED 6x6= 2 14 15 16 3 17 18 19 20 4 21 22 23 5 24 2526 27 6 NAILED — 13 � — i 5x5 i 1 I � I � I I ,Ili 28 29 30 31 32 33 34 35 36 37 38 39 40 41 12 11 10 9 8 7 NAILED NAILED NAILED NAILED NAILED NAILED 3x8 I 5x5= 8x8= 2x4 I 5x12= 4x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-9-0 9-1-6 15-4-0 21-6-10 27-11-0 2-9-0 6-4-6 6-2-10 6-2-10 6-4-6 Plate Offsets(X,Y)-- (2:0-2-8,0-3-01,(5:0-4-0 0-4-8],(7:Edge,0-3-8] f10:0-3-12 0-4-81 LOADING (PSI) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 1 BC 0.32 Vert(CT) -0.25 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:209 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-8,6-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 7=228010-5-8,12=2280/Mechanical Max Horz 12=146(LC 7) Max Uplift 7=-777(LC 5),12=-729(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1637/555,2-3=-3373/1162,3-4=-3370/1161,4-5=-26611919,5-6=-2661/919, 6-7=-2119[765,1-12=-2230/715 BOT CHORD 10-11=-504/1314,9-10=-130213759,8-9=-1302/3759 WEBS 2-11=-884/368.2-10=-854/2511,3-10=-789/399,4-10=-481/159,4-9=-25/494, 4-8=-1340/448,5-8=-706/382,6-8=-1090/3210,1-11=-601/1853 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding- 4)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) 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) 7=777,12=729. 8)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Walter P.Finn PE No.22839 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads Plf) Vert:1-2=-54,2-6=-54,7-12=-20 Date Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.70103/2015 BEFORE USE. Design valid for use only with MiTeMA)connectors.This design is based only upon parameters shown,and is for ar)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 I fabrication,storage,delivery,erection and bracing of inoses and taus systems,seeANSVTPI 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. —L Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK — T13930512 J180273 E02 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:32 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-_Sla?HoRcSoN?rEkeMJzKs_LOdwC5tBTdCBnuXzKcXD LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-102(B)15=-102(B)16=-102(B)17=-102(B)18=-104(B)19=-102(B)20=-102(B)21=-102(B)22=-102(B)23=102(B)24=-102(B)25=-102(B)27=-102(B) 28=-211(B)29=-75(B)30=-75(B)31=-75(B)32=-75(B)33=-73(B)34=-75(B)35=-75(B)36=-75(B)37=-75(B)38=-75(B)39=-75(B)40=-75(B)41=-75(B) WARNING-Ved1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7073 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 truss system.Before use,,the brdiding designer must verify the applicability of design parameters and properly incotpoi ule 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,seeANSV1Pi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available froin Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss TypeQty Ply Riverside Homes/Cury/JK T13930513{ J180273 E03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:33 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-SeJy Dcp3NmwEd?pwC3rCt4W di 1 DGgONcssxKQzzKcXC 1-7-8 7-1-8 10-3-0 16 -1-0-0-1 21-7-7 27 27-11- 1-7-8 5-6-0 3-1-8 5-9-1 5-7-5 5-5-9 -10- Scale=1:50.0 4x7- 1.5x4 3x4= 1.5x4 11 5x5= 4 18 19 20 5 6 21 22 7 8 r 8.00 12 4x7- j � 2 4x4 3x5! 1 6 17 16 1 n i N l i I I 15 14 13 12 11 10 9 1.5x4 11 3x4 = 3x4= 5x5 = 3x4= 3x10 = 3x4 = 1-7- 7-1-8 10-3-0 16-0-1 21-7-7 27-11-0 1-7-: 1 5-6-0 3-1-8 5-9-1 5-7-5 6-3-9 Plate Offsets(X,Y)-- (2:0-5-4,0-2-01,[4:0-5-4,0-2-01,[7:0-2-8,0-1-131 112:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.06 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.13 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH— Weight:195 lb FT=209'. — LUMBER- 1 BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS. (Ib/size) 15=1022/Mechanical,9=1022/0-5-8 Max Horz 15=191(LC 11) Max Uplift 15=-197(LC 12),9=-242(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-522/174,2-3=-1405/406,3-4=-1409/426,4-5=-1214/408,5-6=-870/318, 6-7=-870/318,1-15=-1029/287 BOT CHORD 13-14=-313/483,12-13=-549/1429,11-12=-43511134,10-11=-428/1214 WEBS 2-14=-640/246,2-13=-336/1212,3-13=-627/221,3-12=-462/179,4-12=-112/451, 1-14=247/855,5-10=-498/171,6-10=-314/164,7-10=-317/1094,7-9=-988/418 NOTES- I)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-8,Interior(1)4-7-8 to 10-3-0,Extefior(2)10-3-0 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)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) 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) 15=197,9=242. Walter P.Finn PE No12839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev.I aOZY015 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 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 Mi lek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery.erection and brocang of treses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930514 J180273 E04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:34 2018 Page 1 I D:3t?TTPm_4xP35QZ2 Fy 1 W xW zKw51-wgtKQygh8425E906mnM R PH3i U RXnZmEl5 W gtzQzKcXB r 5-1-8 12-3-0 18-8-0 25-1-0 27-11-0 5-1-8 7-1-8 6-5-0 6-5-0 2-10-0 Scale=1:49.0 4x7= 1.5x4 II 4x7= 3 16 17 4 18 5 I 5.00 12 --- ----------�--- ---- 3x5 m 3x8= 5x5= I � i �� 713Z14 ; 12 11 10 19 20 9 21 g 7 1.5x4 I I 3x8= 5x5= 3x8= 3x4= 1.5x4 I I 5-1-8 12-3-0 18-8-0 a 25-1-0 27-11-0 5-1-8 7-1-8 6-5-0 6-5-0 2-10-0 Plate Offsets(X,Y)-- (3:0-5-4,0-2-0),(5:0-5-4,0-2-0),(10:0-2-4,0-3-0),(11:0-3-8,0-1-8) 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 0.81 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 7 rUa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:186 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 12=1022/Mechanical,7=1022/0-5-8 Max Horz 12=219(LC 11) Max Uplift 12=-1 97(LC 12),7=-202(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-977/28911-2=-1724/437,2-3=-1305/367,3-4=-906/350,4-5=-906/350, 5-6=-522/228,6-7=-1016/305 BOT CHORD 10-11=-631/1805,9-10=-369/1055,8-9=-159/398 WEBS 1-11=-501/1894,2-11=-738/272,2-10=-814/277,3-10=-50/479,4-9=-400/186, 5-9=-249/825,5-8=-601/261,6-8=-247/835 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=28ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-3-0,Extedor(2) 12-3-0 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 12=197,7=202. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1147473 rev.1tLD3/7075 BEFORE USE. Design valid for use only with MiTek8 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Inas 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 wet:)and/or chord members only. Additional temporary and permanent bracing MiTek` is always reclrtired for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the j fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TP11 Quality Criteria,DSB-89 and SCSI Budding 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 Riverside Homes/Cury/JK I 713930515' J180273 E05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:35 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WxWzKw51-01 RielrJvNAysJzJJUtgyVcxMrxGlCpvKAQRVszKcXA 3-2-3 8-7-9 `f-3-0 14-1-0 17-6-8 22-1-8 26-8-8 $7-11-0 3-2-3 5-5-7 7-7 4-10-0 3-5-8 4-7-0 4-7-0 1-2-8 5x5= Scale=1:58.0 4 17 4x4= 4x4 16 5 = 8.00 12 3x4= 3x5 1.5x4 8 1 3 18 19 N Q 3x8= 4x4 — rb 14 13 12 20 21 22 23 11 10 9 1.5x4 3x8= 5z8 = 3x8= 3x10 = 1.5x4 I I 3-2-3 9-3-0 10-4-5 17-6-8 26-8-827-11-Q 3-2-16-0-14 1-1-5 7-2-3 + 9-2-0 1-2-8 Plate Offsets X Y— [12:0-4-0,0-3-01,[13:0-3-8,0-1-81 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 0.55 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.29 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. REACTIONS. (Ib/size) 14=1022/Mechanical,9=1022/0-5-8 Max Horz 14=246(LC 11) Max Uplift 14=-196(LC 12),9=-203(LC 12) Max Grav 14=1022(LC 1),9=1048(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-954/257,1-2=-2275/564,2-3=-1601/402,3-4=-1668/548,4-5=-1446/485, 5-6=-1164/352,6-7=-268/144,7-8=-341/175,8-9=-1152/263 BOT CHORD 13-14=-263/305,12-13=-753/2466,11-12=-305/926,10-11=-282/81 0 WEBS 1-13=-593/2362,2-13=-865/268,4-11=-242/834,5-11=-930/355,6-11=-1 30/660, 6-10=-961/303,8-10=256/1027,3-12=-372/234,4-12=-290/929,2-12=-1139/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-3,Interior(1)3-2-3 to 14-1-0,Exterior(2)14-1-0 to 17-1-0,Interior(1)17-6-8 to 26-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 14=196,9=203. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 -- WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev.101V3/Y015 BEFORE USE. Design valid for use only with MlTeM connectors.This design is based only upon porarneters 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 if this design into the overall building design. Bracing Indicated Is to prevent trickling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always recluired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930 116 J180273 E06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:36 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WxWzKw51-tD_4resyghloUTXVtCOvUi87FEF51 iQ2Yg9_l lzKcX9 2-0-0 8-0-0 12-10-0 17-8-0 18-3 22-4-0 22- -12 26-8-0 2-0-0 6-0-0 4-10-0 4-10-0 0-7- 4-0-8 0- -12 4-2-4 5x5= Scale=1:54.8 I 4 I 8.00112 16 17 1.5x4 44= 1.5x4 11 3 5 3x4 7 18 19 I 4.50112 5x12 " � o 2 v 11 10 20 21 9 8 5x5 11 1.5x4 I 5x8- 3x8— 3x4= 2-0-0 18-3-8 26-8-0 2-0-0 1 16-3-8 8-4-8 Plate Offsets(X,Y)-- (10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.36 9-10 >886 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.56 9-10 >565 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 8 rVa n/a j BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:165 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=235(LC 11) Max Uplift 1=-189(LC 12),8=-194(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-531/132,2-3=-1452/354,3-4=-1495/494,4-5=-1575/514,5-6=-1220/348 BOT CHORD 1-11=-548/1575,10-11=-556/1595,9-10=-274/829,8-9=-253!722 WEBS 4-9=-271/927,4-10=-238/843,5-9=-1063/396,6-9=-162/811,6-8=-1089/325, 3-10=-351/225,2-10=-437/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)18-3-8 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=189,8=194. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Pafke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.10AW015 BEFORE USE. 1 Design valid for use only with MITekG connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the Iwilding 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 ctnrd mernbers only. Additional temporary and permanent buycing 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 iniss systems,se.eANSi/TPI l Quality Criteria,DSB-89 and BCSI BuBding 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 Riverside Homes/Cury/JK T139305171 J180273 E07 Roof Special 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:37 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WxW zKw51-LPYT2_saR?Qf5d6hRvv81 whHVeb5mEZCnTvYZIzKcXB 22I 8-0-0 12-10-0 17-8-0 1 2 26-8-0 2-0-0 6-0-0 4-10-0 4-10-0 2-7-8 6-4-8 5x5= Scale=1:54.8 4 1 8.00 12 17 18 1.5x4 11 1.5x4 11 3 5 4x4— 4x4= 6 7 i 4.50�5x12 19 20 III i cd 2 co 1 12 11 21 22 10 9 8 5x5 1 1.5x4 1 5x8= 3x8— 4x4— 1.5x4 11 2-0-212-10-0 20-3-8 26-8-0 r 2-0-0 r 10-10-0 7-5-8 6-4-8 Plate Offsets(X,Y)-- (11:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.23 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0-47 Vert(CT) -0.42 10-11 >765 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0-03 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH i Weight:166 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=216(LC11) Max Uplift 1=-190(LC 12),8=193(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-515/132,2-3=-1426/352,3-4=-1466/494,4-5=-1489/492,5-6=-1429/382, 6-7=-1354/371,7-8=-915/281 BOT CHORD 1-12=-498/1580,11-12=-506/1597,10-11=-221/820,9-10=-387/1384 WEBS 4-10=-258/888,5-10=-253/159,6-9=-744/214,7-9=-384/1510,4-11=-243/813, 3-11=-357/228,2-11=-442/196,6-10=-373/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)20-3-8 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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) 1=190,8=193. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Varity,design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB-7473 rev.IM312015 BEFORE USE. , Design valid for use only with MITek(D connectors.This design is based only upon parameters show),and is for an individual building component,not a truss systern.Before use,the building designer must verify the applicat.-Ality of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent txucklirlg 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 fabr cation,storage,delivery,erection and tracing of Trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 1L Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa.FL 33610 Job Truss Truss TypeQ Ply Riverside Homes/Cury/JK 7139305181 J180273 E08 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:38 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-pb6rGKtCCIZWjmhu?dQNa7ETp2xdVhgL07e56BzKcX7 L 2-0=0 f 8-0-012-10-0 17-5-0 22-3-8 26-8-0 2-0-0 6-0-0 4-10-0 4-10-0 4-7-8 4-4-8 5x5= Scale=1:54.8 4 8.0071-2 17 18 1.5x4 I1 1.5x4 II 3 5 4.50 T24x4= 4x4= 5x12 6 7 2 19 2 rn 1 12 11 21 22 10 9 8 5x5 I 1.5x4 '�. 5x8= 3x8= 4x4= 1.5x4 11 2-0-022-3-8 26-8-0 2-0-0 20-3-8 4-4-8 Plate Offsets(X,Y)-- (11:0-4-0,0-3-0) LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47Vert(LL) -0.25 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.43 10-11 >734 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:160 lb FT=20 LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=196(LC 11) Max Uplift 1=-191(LC 12),8=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5141131,2-3=-1426/349,3-4=-1462/492,4-5=-1507/495,5-6=-1458/362, 6-7=-1603/406,7-8=-924/263 BOT CHORD 1-12=-444/1575,11-12=-452/1592,10-11=-165/816,9-10=-433/1656 WEBS 4-10=-263/907,5-10=-315/201,4-11=-244/817,3-11=-358/229,6-9=-770/227, 7-9=-435/1758,2-11=-442/196,6-10=-537/185 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lot mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Extenor(2)12-10-0 to 15-10-0,Interior(1)22-3-8 to 26-6-4 zone;cantilever left and right exposed;end vertical left and tight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,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(jt=1b) 1=191,8=192. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INC611DED M/TEK REFERANCE PAGE M&7473 rev.10103WIS BEFORE USE. Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for an individual building component not a buss system.Before use,the bualdlrxl designer must verify the applicability of design parameters arxi properly Incorporate this design into The overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for 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,seeANS111PI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Bbd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22374. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Cury/JK 713930519' J180273 E09 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:39 2018 Page 1 ID:3t?TTPm_4xP35QZ2FyIWxWzKw51-Hog DTgugzchNLwG4YKxc6LmbgSH4E2mUEnOeedzKcX6 2-0-0 8-0-0 12-10-0 17-8-0 24-0-4 26-8-0 2-0-0 6-0-0 4-10-0 4-10-0 6-4-4 2-7-12 5x5= Scale=1:54.8 4 8.00 F12 18 17 1.5x4 11 1.5x4 11 3 5 it I 4.50 12 5x12 4x4= 3x8— 2 6 7 I d 1 Ic? 12 it 20 21 10 9 8 5x5 li 1.5x4 1 5x8- 4x10= 3x8— 1.5x4 II 2-0-017-9-12 24-0-4 26-8-0 2-0-0 15-9-12 6-2-8 2-7-12 Plate Offsets(X,Y)-- (9:0-3-8,0-1-81,(11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.25 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.43 10-11 >738 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH —— — — Weight:157 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=179(LC11) Max Uplift 1=-192(LC 12),8=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-512/131,2-3=-1424/347,3-4=-1458/491,4-5=-1528/503,5-6=-1500/358, 6-7=-2151/517,7-8=-902/230 BOT CHORD 1-12=-393/1577,11-12=-401/1593,10-11=-1 12/816,9-10=-573/2279 WEBS 4-10=-275/936,5-10=-380/239,6-10=-1108/332,6-9=-848/258,7-9=-544/2225, 4-11=-246/815,3-11=-361/231,2-11=-446/195 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)24-0-4 to 26-6-4 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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=lb) 1=192,8=192. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Ved1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103MIS BEFORE USE. Design valid for use only with MITekOO connectors.This 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 fabrk:atkm,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,Alexancria.VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty Ply Riverside Homes/Cury/JK 713930520' J180273 G01 Roof Special Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:12:58 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy 1 WxW zKw51-DSJ PSA71US4h6rDkAgn3NL3ny6mfBmyHcFU9ol zKcW p 2-0-05-5-0 10-4-15 15-3-1 20-3-0 23-8-0 25-8-0 2-0-0 3-5-0 4-11-15 4-10-3 4-11-15 3-5-0 2-0-0 Scale=1:45.2 4x7— NAILED NAILED NAILED Special Special 3x4= 1.5x4 4x7= 8.00 12 p NAILED NAILED NAILED NAILED NAILED 3 23 24 4 25 26 5 27 28 6 01 Un 14— Fill nn A n DF 4.50 12 5x14 � I � 7 5x14 2 �m icd � t 1 ------ ----- - -- f ------ _ m l 0 14 13 29 30 31 12 32 33 11 34 35 10 36 9 6x6 I I 1.5x4 11 44= NAILED Sx5= NAILED 300= NAILED 44= 1.5x4 I 6x6 Special NAILED NAILED NAILED NAILED Special Special NAILED Special 2 0 0 5-5-0 10-4-15 15-3-1 20-3-0 23-8-0 25-8-0 2-0-0 3-5-0 4-11-15 4-10-3 4-11-15 3-5-0 2-0-0 Plate Offsets(X,Y)-- (3:0-5-4,0-2-0),[6:0-5-4,0-2-0),(8:Edge,0-5-12),(12:0-2-4,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.18 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.33 11-12 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.07 8 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:142 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc pudins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=1839/0-5-8,8=1838/0-5-8 Max Horz 1=54(LC 7) Max Uplift 1=-561(LC 8),8=-561(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1051/327,2-3=-3136/1010,3-4=-359a/1 196,4-5=-3613/1203,5-6=-3613/1203, 6-7=-3137/1010,7-8=-1052/327 BOT CHORD 1-14=-880/2867,13-14=-892/2894,12-13=-797/2612,11-12=-1117/3612, 10-11=791/2613,9-10=-891/2892,8-9=-879/2864 WEBS 2-13=-328/115,3-13=-196!716,3-12=-409/1240,4-12=-482/232,5-11=-462/242, 6-11=-415/1253,6-10=-197/721,7-10=-325/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)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 561 Ib uplift at joint 1 and 561 Ib uplift at joint 8. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 Ib down and 97 Ib up at 5-5-0,and 117 Ib down and 97 Ib up at 20-3-0 on top chord,and 203 Ib down and 97 Ib up at 5-2-14,210 Ib down and 98 Ib up at 5-7-2,and 210 Ib down and 98 Ib up at 20-0-14,and 203 Ib down and 97 Ib up at 20-5-2 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). Walter P.Finn PE No.22839 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-2=-54,2-3=-54,3-6=-54,6-7=-54,7-8=-54,15-19=-20 May 2,2018 I -- WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.10103M15 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 systern.Before use,the building designer must verity the applicability of design parameters and properly IncorLwrote this design into the overall luilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and tracing of trusses and taus systems,seeANSi/TPi I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK J180273 GOl I Roof Special Girder i 1 1 713930520 Manrnng—Building Supplies, Jacksonville,FJob Reference 8.210 s Feb 12 2018 MI l ek Industries,Inc. Wed May 2 07:12:58 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WxWzKW51-DSJPSA71US4h6rDkAgn3NL3ny6mfBmyHcFU9olzKcWp LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-1(F)6=-1(F)12=-55(F)13=-210(F)4=-64(F)5=-64(F)11—55(F)10=-210(F)23=-64(F)24=-64(F)25=-64(F)26=-64(F)27=-64(F)28=-64(F)29=-203(F) 30=-55(F)31=-55(F)32=-55(F)33=-55(F)34=-55(F)35=-55(F)36=-203(F) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERANCE PAGE MN-7473 rev.10/03/Z015 BEFORE USE. Design valid for use orJy with MITekS 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 verity the opfAicablity 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 WOW 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,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tarrpa,FL 33610 Job T Truss Truss Type Qty Ply Riverside Homes/Cury/JK J180273 iG02Roof Special T13930521I 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:00 2018 Page 1 2-0-0 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-AgR9tr8?03KOM9N6HEgXTmBEtwRRfgma4YzGsvzKcWn 7-5-0 12-10-0 18-3-0 23-8-0 25-8-0 2-0-0 5-5-0 5-5-0 5-5-0 5-5-0 Scale=1:45.2 4x7= 1.5x4 i 4x7= i 3 22 423 24 25 5 8.00 12 - - - i I 4.50 12 21 26 5x12 N 2 6 5X12 ,5 N1 7 - 'm 1m, 12 11 10 9 8 3x6 11 1.5x4 11 4x4= 5x8— 4x4= 1.5x4 i' 3x6 I I 2-0-0 7-5-0 12-10-0 18-3-0 23-8-0 25-8-0 2-0-0 5-5-0 5-5-0 5-5-0 5 5-0 2-0-0 Plate Offsets(X,Y)-- (1:0-2-12 0-0-2) [3:0-5-4,0-2-0],[5:0-5-4,0-2-01,jT0-2-12 0-2-10j [10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud f PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.06 10 >999 240 iMT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MSH Weight:145 Ib FT=20'0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,7=950/0-5-8 Max Horz 1=81(LC 11) Max Uplift 1=-185(LC 12),7=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-463/140,2-3=-1365/382,3-4=-1305/427,4-5=-1305/427,5-6=-1365/382, 6-7=-463/140 BOT CHORD 1-12=-389/1509,11-12=-398/1513,10-11=-224/1077,9-10=-221/1077,8-9=-401/1513, 7-8=-393/1509 WEBS 2-11=-453/184,3-11=-10/310,3-10=-86/385,4-10=-326/146,5-10=-86/385, 5-9=-1 0/310,6-9=-453/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 7-5-0,Exterior(2)7-5-0 to 21-3-0,Interior(1)21-3-0 to 23-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 7. Walter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeM connectors.This design is based only upon parameters shown,and Is for an Individual building component-not a truss system.Before-use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 1 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addifional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the j fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIt Quality Criteria,DSB-89 and III BuNding Component 6904 Parke East Blvd. L—Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Trus Type pe Qty Ply Riverside Homes/Cury/JK J180273 �G03 Roof Special 1 1 T13930522�i Manning Building Reference(optional) Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:01 2018 Page 1 2-0-0 5-8-8 ID:3t?TTPm_4xP35QZ2Fyl WxWZKW51-e1?X5B9dnNSF_JyJryLm?_hlZJjsO9WklCjpPMzKcWm 9-5-0 12-10-0 16-3-0 19-11-8 23-8-0 25-8-0 2-0-0 3-8-8 3-8-8 3-5-0 3-5-0 3 8 8 3-8-8 2 0 0 Scale=1:45.6 4x4= 3x4= 4x4= 4 235 24 6 8.00 12 4x4'i 22 25 4x4 Q � 3 7 19 4.50 F12 5x12 5x12 C 2 8 ccclll 13 t2 26 27 � 11 10 4x7 :1 3x4= 5x8= 3x8= 3x4= 4x7 11 2-0-0 9.5-0 16-3-0 23-8-0 25-8-0 2-0-0 7-5-0 6-10-0 7.5.0 Plate Offsets(X Y)-- 11:0-3-8,Edgej (9 0-3-8 Edge) [12:0-4-0,0-3-01 LOADING (psf) i i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/dI PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.26 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 9 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:157 Ib FT=2046 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 9-4-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,9=950/0-5-8 Max Horz 1=11O(LC 11) Max Uplift 1=-185(LC 12),9=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1755/421,2-3=-1987/537,3-4=-1200/373,4-5=-947/343,5-6=-948/343, 6-7=-1198/373,7-8=-1988/537,8-9=-1756/421 BOT CHORD 1-13=-374/1616,12-13=-283/1168,11-12=-187/1001,10-11=-277/1168,9-10=-379/1617 WEBS 2-13=-494/205,3-13=-146/619,3-12=-316/164,4-12=-118/462,6-11=-117/461, 7-11—3161164,7-10=-146/620,8-10=-494/205 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=26111[;eave=4ft Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 9-5-0,Extedor(2)9-5-0 to 19-3-0,Intedor(1)19-3-0 to 23-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 9. Welter P.Finn PE No.22839 II USA,Inc.fl.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. � Design valld for use only Win MITek�V connectors.This design is based only upon parameters shown,and is for an Individual Lxrading component,not a truss system.Before use.,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the MiTek' ! fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Buitding Component 6904 Parke East Bbd. L Safety Information available from Truss plate Institute,218 N.Lee Street,Suite 312,Mexandna,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty Ply Riverside Homes/Cury/JK J180273 G04 Roof Special �1 1 T13930523,� Manning Building Supplies, Jacksonville,FL Job Reference o tional 8.210 s Feb 12 2018 Mi Tek Industries,Inc. Wed May 2 OT.1302 2018 Pagel ID:3t?TTPm_4xP35OZ2Fy1 WXWZKW51-6DZWIXAFYga6bSXVPfs?YBDbvj8J7aMtXsSMxozKcWl 2-0-0 6-8-8 11-5-0 14-3-018-11-8 23-8-0 25-8-0 2-0-0 4-8-8 4-8-8 2-10-0 4-8-8 4-8-8 2-0-0 4x7= Scale=1:51.7 4x4= 4 24 25 5 8.00 F,2 23 26 3x5 i 3x5 3 { 6 cV � � N nI j T 4.50�12 � 5x12 \` 2 \ 7 T 5x12 1 l 8 6 14 13 12 11 10 9 3x6 11 1'5x4 " 5x5= 3x4= 3x8- 4x4- 1.5x4 1 3x6 II 2-0-0 6-8-8 11-5-0 14-3-0 18-11-8 23-8-0 25-8-0 2-0-0 4-8-5 2-10-0 4-8-8 4-8-5 2-0-0 Plate Offsets(X Y)-- (1:0-2-12 0-0-21 [4:0-5-4,0-2-01,[&0-2-12,0-2-1101,[13:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.05 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.11 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 rVa n/a BCDL 10.0 C - Code FBC2017/l PI2014 Matrix MSH _ o Weight:168 Ib FT–20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,8=950/0-5-8 Max Horz 1=135(LC 11) Max Uplift 1=-185(LC 12),8=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-502/149,2-3=-1413/378,3-4=-1055/351,4-5=-815/330,5-6=-1055/351, 6-7=-1406/377,7-8=-499/150 BOT CHORD 1-14=-360/1469,13-14=-366/1476,12-13=-240/1134,11-12=-108/814,10-11—236/1135, 9-10=-369/1478,8-9=-362/1473 WEBS 2-13=-346/141,3-13=-8/285,3-12=-447/179,4-12=-95/364,5-11=-105/365, 6-11=-447/178,6-10=-6/283,7-10=-354/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 11-5-0,Exterior(2)11-5-0 to 14-3-0,Interior(1)17-3-0 to 23-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 8. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design vaild for use only with MITekV connectors.This 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 tAilding design. Bracing indicated is to prevent buckling of indlVidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- I is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systerns,seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK J180273 G05 Roof Special 14 1 713930524 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:03 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-aP71 W tBuJ_izDc6hyN NE4Pmkh7Ujs?Kt m W CwTEzKcW k 2-0-0 8-0-0 12-10-0 17-8-0 23-8-0 25-8-0 22 0-0 6-0-0 4-10-0 4-10-0 6-0-0 2-0 0 5x5= Scale=1:56.2 4 T 8.0071-2 21 1 1.5x4 1' 20 1.5x4 11 3 5 4.50 F 12 5x12 5 5x12 2 6 1 i 7 M IT 11 10 22 23 9 8 3x6 11 1.5x4 1 5x8= 4x10= 3x6 I 1.5x4 1' 2-0-0 8-0-0 18-3-0 23-8-0 25-8-0 2-0-0 6-0-0 i 10-0-0 5-5-0 1 2-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-21,[7:0-2-12,0-2-101,[10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.46 Vert(LL) -0.25 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.41 9-10 >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 7 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:152 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,7=950/0-5-8 Max Horz 1=153(LC 11) Max Uplift 1=-185(LC 12),7=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-496/127,2-3=-1366/333,3-4=-1401/477,4-5=-1391/473,5-6=-1363/333, 6-7=-495/128 BOT CHORD 1-11=-359/1524,10-11=-366/1540,9-10=-60/768,8-9=-369/1506,7-8=-361/1498 WEBS 4-9=-241/807,5-9=-357/228,6-9=-445/193,4-10=-246/813,3-10=-360/230, 2-10=-442/194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Extedor(2)12-10-0 to 15-10-0,Interior(1)23-8-0 to 25-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 7. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: May 2,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev.laV3i2015 BEFORE USE. -- i 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 truss system.Before usethe 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 tmss systems,se(-ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. j Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Tfruss Type + Qly Ply I Riverside Homes/Cury/JK J180273i H01Roof Special Girder 1 T13930525 11 I Manning Building Supplies, — nvilleJackso ,FL Job Reference(optional)8.210 s Feb 12 2018 MITek Industries,Inc. Wed May 2 07:13:05 2018 Page 1 5-1-8 1 -0-0 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-WoF2wZCBrbyhSwF44oPiAgry5x4AKyWJDghOY7zKcWi 1 1-9-0 16-10-8 20-3-0 22-0-0 5-10-8 5-10-8 3 4 8 1 9 0 Scale=1:38.3 4x7 = NAILED Special 800 12 SpecialNAILED NAILED 1.5x4 i! NAILED NAILED 4x7 3 21 22 4 23 24 5 r 4.50 12 m 6x8 1° 2 6 6x8 " i6 1 7 12 2511 26 27 70 28 29 9 30 8 5x8 I 1.5x4 ! 4x4- NAILED NAILED 5x8 — NAILED NAILED — 4x4 — 1.5x4 NAILED NAILED5x8 Special Special NAILED 1-9-0 5-1.8 11-0-0 16-10-820-3-0 22-0-0 1-9-0 3-4-8 5-10-8 5-10-8 3-4-8 Plate Offsets(X Y)-- f1:0-3-8,Edgej 12:0-5-12,0-3-0],[3:0-5-4,0-2-01,[5:0-5-4,0-2-01,f6:0-5-12,0-3-01,(7:0 3 8 Edge) [10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.11 9-10 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.21 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO I WB 0.23 Horz(CT) 0.06 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:122 Ib FT=20°x, LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-7-10,Right 2x6 SP No.2 1-7-10 REACTIONS. (Ib/size) 1=1566/0-6-0,7=1566/0-6-0 Max Horz 1=-52(LC 23) Max Uplift 1=-499(LC 8),7=-499(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-874/285,2-3=-2535/858,3-4=-2827/994,4-5=-2827/994,5-6=-2535/858, 6-7=-874/285 BOT CHORD 1-12=-697/2164,11-12=-705/2181,10-11=-690/2109,9-10=-680/2109,8-9=-705/2181, 7-8=-697/2164 WEBS 3-11=-170/625,3-10=-305/863,4-10=-573/298,5-10=-305/863,5-9=-170/625 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)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 499 Ib uplift at joint 1 and 499 Ib uplift at joint 7. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 Ib down and 175 Ib up at 5-1-8,and 200 Ib down and 175 Ib up at 16-10-8 on top chord,and 240 Ib down and 120 Ib up at 5-3-10,and 240 Ib down and 120 Ib up at 16-7-10 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Watter P.Finn PE No.22839 Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: Continued nn nnnp.2 May 2,2018 WARNING•Verity des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.faN3/201S BEFORE USE. -- Design valid for use only with MITekl7 connectors.This design Is based only upon parameters shown,and is tot 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 Mil'pr k is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabitcaWn,storage,delivery,erection and tracing of trusses and truss systems,seeANS1/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 31'2.Alexandria-VA 22314. Tarnpa,1=L 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK 713930525 J180273 H01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:05 2018 Page 2 I D:3t?TTPm_4xP35QZ2Fyl W x W zKw51-W oF2wZC8rbyhSwF44oPi Agry5x4AKyW J Dgh0Y7zKc W i LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-58(B)5=-58(B)11=-240(B)10=-50(B)4=-58(B)9=-240(B)21=-58(B)22=58(B)23=-58(B)24=-58(B)25=-184(B)26=-50(B)27=-50(B)28=-50(B) 29=-50(B)30=-184(B) i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 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 bulding component,not SII a truss system.Before use,the building designer nxrst verify the aroicobiillty 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 rnernbers 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 gi Adance 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 — I Qty Ply Riverside Homes/Cury/JK J180273 i H02 Roof IS 1 1 T13930526 li Manning Building Supplies, Jacksonville,FL Job Reference optional 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:06 2018 Page 1 7-1-8 1-9-0 ID:3t?TTPm_4xP35QZ2FylWxWZKW5l- oQ8vDmcv4Y44gGeVwxitOANKTs3PmTSUQa4ZzKcWh 1-9-0 5-4-8 14-10-8 20'3-0 22-0-0 7-9-0 5-4-8 1-9-0 4x7 = Scale=1:37.5 5x5= t 3 14 15 16 17 4 8.00 F12 13 18 4.50 12 4x4 jo 2 5 4x4 m 1 6 uj .N 11 12 8x8 10 9 8 5x5= 4x4= 4x10 = 04 7= 8x8 1-9-0 7-1-8 14-10-8 20-3-0 22-0-0 1-9-0 5-4-8 7-9-0 5-4-8 1-9-0 Plate Offsets(X,Y)-- (3:0-5-4,0-2-Oj f40-3-4 0-2-4) (7 0-2-8 0-3-0) (7 0-1-10 0-0-10) (10-0-2-8 0 3 Oj (120 2 8 0 3 0) (12'0 1 10 0 0 101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.15 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:119 Ib FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with Sin minimum end distance. REACTIONS. (Ib/size) 12=803/0-6-0,7=803/0-6-0 Brace must cover 90%of web length. Max Horz 12=-97(LC 10) Max Uplift 12=-157(LC 12),7=-157(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1074/289,2-3=-1086/305,3-4=-850/304,4-5=-1079/304,5-6=-1079/287, 1-12=-773/208,6-7=-777/207 BOT CHORD 10-11=-299/1039,9-10=-182/844,8-9=-289/1043 WEBS 2-11=338/138,2-10=-250/119,3-10=0/312,4-9=0/313,5-9=-260/119,5-8=-332/140, 1-11=-269/1011,6-8=-268/1017 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-9-0,Interior(1)1-9-0 to 7-1-8,Extedor(2)7-1-8 to 17-10-8,Interior(1)17-10-8 to 20-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 Ib uplift at joint 12 and 157 Ib uplift at joint 7. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.iWD3I2015 BEFORE USE. Design valid for use only with MITekV connectors.This design is based only upon porarneiers shown,and Is for an individual building component,not a truss sysfern.Before rise,the Ixtildhxi designer must verify the applicab2lty of design parameters and properly incorporate this design into the overall bull Ing design. Bracing Indicated is to prevent txrckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatolation,storage,delivery,erection and bracing of trusses and miss 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 Jo-bl Truss Truss Type Qty Ply Riverside Homes/Cury/JK 713930527 J180273 �J01 Corner Jack 10 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MITek Industries,Inc. Wed May 2 07:13:07 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-SBMoLFEONDCPiEPSBCSAFFxXYkyBovbch8A7c?zKcWg 1-0-0 1-0-0 4.50-1 � Scale=1:8.4 2 r 1 r i • o m 3 4 3x6 11 1-0-0 1-0-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0-00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:4 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=20(LC 12) Max Uplift 2=-13(LC 12),3=-3(LC 12) Max Grav 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10:Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 Ib uplift at joint 2 and 3 Ib uplift at joint 3. Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.10/113/2015 BEFORE USE. -- Design valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a Truss system.Before tw-the building designer must verify the applicability of design parameters ow Froperly 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,se.eANSI/TPil Quality Criteria,DSB-89 and BCSI Building Component 6404 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r aty Ply Riverside Homes/Cury/JK 7139305281 J180273 J01A i Corner Jack 2 1 __ Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:08 2018 Page 1 ID:3t?TTPm_4xP35GZ2Fy1 WxWZKW51-xNwBZaE08WKGJN_flwzPnSTiK81RXLgmvovh8SzKcWf 0-7-8 0-7-8 4.50 F12 Scale=1:8.4 2 i i o q m 0 1 1 3 4 3x8 0-7-8 0-7-8 LOADING (psf) SPACING- 2-0-0 CS11 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:3 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=17/0-3-8,2=13/Mechanical,3=5/Mechanical Max Horz 4=19(LC 12) Max Uplift 4=-3(LC 10),2=-12(LC 12),3—8(LC 12) Max Grav 4=19(LC 19),2=14(LC 17),3=11(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and Fight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 Ib uplift at joint 4,12 Ib uplift at joint 2 and 8 Ib uplift at joint 3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekJ connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before rue,the building designer mtxx must verity the applicability of design parameters orxi properly Incorate this design into the overall bullding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of 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 T ype Qty Ply RRiverside Homes/Curt'/JK — J180273 iJ01B ICorner Jack 14 1 7139305291 _ Manning Building Supplies, JacksonvilleJob Reference(optional),FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:08 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-xNwBZaE08WKGJN_flwzPnSTil8lQXLgmvovh8SzKcWf 1-0-0 1-0-0 4.50 F12 Scale=7:8.4 2 1 � m I 3 4 3x6 I 1--0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0-00 Horz CT ( ) -0.00 2 Na n/a BCDL 10.0 Code FBC 1 2014 Matrix-MR Weight:4 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=20(LC 12) Max Uplift 2=-13(LC 12),3=3(LC 12) Max Grav 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 Ib uplift at joint 2 and 3 Ib uplift at joint 3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/U3/2015 BEFORE USE. Design valid for use only with Mllek©connectors.lids 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 applicabaily 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 wlih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of If and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �_ Tampa,FL 33610 Job Truss Truss Type QtyPly Riverside Homes/Cury/JK T13930530 J180273 J02 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:09 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-PZUZmwFeugS7xXZrJd UeKgOsoYcVGo_v8SfEhuzKc W e 2-0-0 3-0-0 2-0-0 1-0-0 8.00 72 Scale=1:13.7 3 l 4x4 4.50 12 2 i I m 1 O N W' I h � I - I k 5 4 1.5x4 I 6 3x6 I 2-0-0 3-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MP Weight:12 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=103/0-5-8,3=60/Mechanical,4=43/Mechanical Max Harz 6=49(LC 12) Max Uplift 6=-4(LC 12),3=26(LC 12),4=-10(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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip D0L=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 Ib uplift at joint 6,26 Ib uplift at joint 3 and 10 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&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 bul ding component,not a truss systern.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall b(Adfng design. Bracing indk:ated is to prevent txrekling 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,se.eANSI/TPI I Quality Crltwic,DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply Riverside Homes/Cury/JK J180273 'J02B �CornerJack2 1 ) T13930531 �� Manning Bwldin8 g Supplies, Jacksonville,FL i Job Reference optional) .210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:10 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fy1 WxWzKW51-tl2x_GGHf8b_Zhe1tL?tttY0xyy2?FF3N6OnDKzKcWd t-7-8 2-7-8 1-7-8 1-0-0 8.00 12 Scale=1:13.7 3 I 4.50 F12 4x4 i 2 I i m 1 O N 5 4 1.5x4 i 6 3x8 1 1-7-8 2-7-8 1-7-8 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. �— DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 180 i BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:11 Ib FT=200o LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=89/0-3-8,3=53/Mechanical,4=36/Mechanical Max Horz 6=48(LC 12) Max Uplift 3=-27(LC 12),4—9(LC 12) Max Grav 6=89(LC 1),3=53(LC 17),4=36(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-7-8,Interior(1)1-7-8 to 2-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 9 Ib uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bradng MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk-ation,storage,delivery,erection and bracing of tm55eS and truss sysferns,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 TrussType r Qty Ply Riverside Homes/Cury/JK J160273 iJ02C Corner 4 1 7139305321 Manning Building Supplies, Jacksonville,FL Job Reference o tional 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:10 2018 Page 1 3-0-0 ID:3t?TTPm_4xP35QZ2Fy1 WXWzKW51-tl2x_GGHf8b_Zh81tL?tttYOJyym?FK3N6OnDKzKcWd 3-0-0 Scale=1:12.2 _ 2 4.50[12 k I 11 6 0 I 3 4 3x6 1 3-0-0 3-e-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 0.11 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 ' 11 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/fP12014 Matrjx-MR Weight 101b FT-20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=41(LC 12) Max Uplift 4=-8(LC 12),2=-33(LC 12) Max Grav 4=103(LC 1),2=70(LC 1),3=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B--45ft;L=24ft;eave--4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and Fight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 Ib uplift at joint 4 and 33 Ib uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blyd.Tampa FL 33610 Date: May 2,2018 A 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 with MITek@)connectors.]his design B based only upon parameters shown,and Is for an Individual building component,not a truss system.Before,usethe building designer must verify the opl-licab/lty of design parameters and property incorporate this design into the overall ba building design. Bracing indicated Is to prevent brrekling of individual truss web and/or chord rnernbers only. Additional temporary and permanent bracing MiTek' is always required for stability and To prevent collapse with possible personal injury and property darn,,W. 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 Bbd. Safety Information available from Truss PIoTe Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type qty Ply I Riverside Homes/Cury/JK 713930533! J180273 J03 Corner Jack i9 1 Job Reference(optional) —Manning Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:11 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWzKW51-LycJBcHvQRjrArjEQ2W6P558hLFYkiNCbmBLlmzKcWc 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:21.1 3 : 8.00_12 4.50''12 5x5 2 O N r I mi I , 5 6 3x6 1 1.5x4 4 2-0-0 5-0-0 22 0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25BC 0.31 Vert(CT) -0.06 4-5 >947 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=177/0-5-8,3=108/Mechanical,4=70/Mechanical Max Horz 6=87(LC 12) Max Uplift 6=-5(LC 12),3=-55(LC 12),4=-8(LC 12) Max Grav 6=177(LC 1),3=108(LC 17),4=82(LC 3) 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;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24111;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 6,55 Ib uplift at joint 3 and 8 Ib uplift at joint 4. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-VM1y dedgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1=7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek©connectors.This design is based only upon parameters shown.and is for an Individual building component,not a tnss system.Before use,the building designer must verify itle cippllcabeity,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 orxi tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK —� T13930534i J180273 �J03A Corner Jack 1 1 ) Job Reference o floral Manning Building Supplies, Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:11 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WxWZKW51-LycJBcHvQRjrArjEQ2W6P558hLFYkiNCbm8LlmzKcWc 2-0-05-0-0 2-0-0 3-0-0 3 Scale=1:21.1 8.00 F12 ' I I 4.50 12 5x5 i 2 Io m o ci i 1 I�f � i ADEQUATE 5 SUPPORT 6 1.5x4II REQUIRED. 4 3x6 I 2-0-0 5-0-0 2-0-0 3-0-0 T 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 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.31Vert(CT) -0.06 4-5 >947 180 BCLL 0.0 i Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS, (Ib/size) 6=177/Mechanical,3=108/Mechanical,4=70/Mechanical Max Horz 6=87(LC 12) Max Uplift 6=5(LC 12),3.55(LC 12),4=-8(LC 12) Max Grav 6=177(LC 1),3=108(LC 17),4=82(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 6,55 Ib uplift at joint 3 and 8 Ib uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-VerNy design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REfERANCE PAGE MlF7473 rev.100320/5 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 Q truss system.Before use,the building designer must verify The o>Uplicabilty,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 Huallfy Criteria,DSB-89 and SCSI BuIlding Component 6904 Parke East Bbd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexondda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK j T13930535' J180273 J03B Corner Jack �I2 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:12 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy t W xW zKw51-pBAhPyHXBI rio?IQ_m 1 Lyl eKylcfT9dLgQtul DzKc W b 1-7-8 4-7-8 1-7-8 3-0-0 Scale=1:20.3 3 8.00 12 I 4.50,� 5x5 m 2oiT IM m i 1 I 1 5 6 1.5x4 4 3x8 1-7-8 4-7-8 1-7-8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 7.25 TC 0.23 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 Ib FT=20 i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=163/0-3-8,3=101/Mechanical,4=63/Mechanical Max Horz 6=86(LC 12) Max Uplift 3=-55(LC 12),4=-8(LC 12) Max Grav 6=163(LC 1),3=102(LC 17),4=77(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-7-8,Interior(1)1-7-8 to 4-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 Ib uplift at joint 3 and 8 Ib uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek connectors.this design is based only upon parameters shown,and is for an individual bueding component,not amiss system.Before use,the briding designer must verify Itte applicability of design parametersand 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 bracirq MiTek* Is always requaed for stability,and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatbn,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 Riverside Homes/Curt'/JK T13930536i J180273 J04 Jack-Open 10 1 I Job Reference(optional) j Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:13 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WxW zKw51-HKj4cl19y3zYQ9tcYTZaUW AQa9skCciV34dSgfzKcW a 2-0-0 7-0-0 2-0-0 5-0-0 3 Scale=1:28.1 8.00 12 I 1 I i i 4.50 F12 m 5x57 4 4 a 2 1 i � 5 6 1.5x4 ii 4 3x6 11 2-0-0 7-0-0 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 4-5 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 4-5 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=251/0-5-8,3=156/Mechanical,4=95/Mechanical Max Horz 6=126(LC 12) Max Uplift 6=-7(LC 12),3=-84(LC 12),4=-7(LC 12) Max Grav 6=251(LC 1),3=158(LC 17),4=120(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Intedor(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 6,84 Ib uplift at joint 3 and 7 Ib uplift at joint 4. Waiter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mg-7473 rev.IM12015 BEFORE USE. Design valld for use orgy with MITekC?connectors.This 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(VoicobNity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent tnlckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the '.. fabrication,storage,delivery,erection and tracing of tresses and Irks systems,seeANSI/7PI 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 7plyTRiverside Homes/Cury/JK J180273 J05 Jack-Open 4 eference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:14 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-IXH SpeJnjM5P 1 I Ro6B4p 1 jjbnZDNx3zel kM?M5zKc W Z 2-0-0 6-10-0 2-0-0 4-10-0 3 Scale=1:27.5 8.00-12 1 , 4.50 12 d .6 47% a 7 a 2 i S 6 1.5x4 4 3x6 r 2-0-0 6-10-0 2-0-0 4-10-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.12 4-5 >682 240 MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 4-5 >365 180 BCLL 0.0 i Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=245/0-5-8,3=152/Mechanical,4=93/Mechanical Max Horz 6=122(LC 12) Max Uplift 6=-7(LC 12),3=-81(LC 12),4=-8(LC 12) Max Grav 6=245(LC 1),3=154(LC 17),4=117(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 6,81 Ib uplift at joint 3 and 8 Ib uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verl1V design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10A73W IS BEFORE USE. Design valid for use only with MITekCf)connectors.This design is based only upon parameters shown.and is for an Individual building component not a FILM system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate 11 its design into the overall building design. Bracing Indicated Is to prevent buckling of individual taus 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/]Pl 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 i Qty Ply Riverside Homes/Cury/JK 713930538 J180273 IJ05A Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:14 2018 Page 1 ID:3t?TTPm_4xP35GZ2Fyl WXWZKW51-IXHSpeJnjM5Pl lRo6B4pljjf7Z19x3gelkM?M5zKcWZ 2-0-0 6-10-0 2-0-0 r 4-10-0 3 Scale=1:28.5 8.00[12 i W 4.50 12 a � 4x7 i cS e 7 v 2 SII � t 6 5 4 3x6 '.I 1.5x4 II 2_9_26-10-0 2-0-0 4-10-0 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 0.32 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-10-0 except Qt=length)3=Mechanical,3=Mechanical. (lb)- Max Horz 6=122(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)6,3 except 5=149(LC 12) Max Grav All reactions 250 Ib or less at joint(s)6,3,3,4 except 5=398(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-297/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3 except Qt=1b) 5=149. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekC connectors.this design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verity the applicalcAlly of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of Trusses and truss systems,se.eANSI/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. Tarrpa,FL 33610 i Job Truss TruQty Ply Riverside Homes/Cury/JK T13930539I J180273 J056 jJ..Sk�Op�. ��, 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:152018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-Djrq 1_KPUg DGfSO?fub2axGnGzasg W AoW O6YuYzKc W Y 1-7-8 6-5-8 1-7-8 4-10-0 3 Scale=1:27.6 8.001 12 4.50 F12 5x5 m a 7 v 2 � I 1 5 6 1.5x4 11 4 3x8 1- 1-7-8 6-5-8 1-7-8 ' 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.10 4-5 >774 240 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 4-5 >443 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.02 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:231b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=231/0-3-8,3=145/Mechanical,4=86/Mechanical Max Horz 6=121(LC 12) Max Uplift 6=-2(LC 12),3=-81(LC 12),4=-8(LC 12) Max Grav 6=231(LC 1),3=148(LC 17),4=112(LC 3) 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=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 1-7-8,Interior(1)1-7-8 to 6-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekS connectors.This design is based only upon Parameters shown,and is for an Individual tmilding component,not a truss system.Before use,the building designer must verify the apf-Alcabtlity of design Pcxameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Irrss 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 Lxacing 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 i Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930540 J180273 �J06 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:16 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy l W xW zKw51-ivPCEKL t F_L7HcbBDb6H68o_RMyW Pzpxl2r6R_zKc W X 5-0-0 5-0-0 Scale=1:15.6 2 t 4.50 FIT I 6 O N 5 N 1 3 4 3x6 I 5-0-0 5-0-0 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:16 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=177/0-5-8,2=120/Mechanical,3=57/Mechanical Max Horz 4=63(LC 12) Max Uplift 4=-19(LC 12),2=-53(LC 12) Max Grav 4=177(LC 1),2=120(LC 1),3=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Tampa.FL 33610 Job Truss Truss Type QtyPly Riverside Homes/Cury/JK T1393 J180273 J07 (Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:16 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-ivPCEKLI F_L7HcbBDb6H68otgMtOPzfxl2r6R_zKcWX 3-4-9 6-9-2 ' 3-4-9 3-4-9 3 Scale:3/4'=l' 3.18 F12 NAILED 1.5x4 zz� 8 2 NAILED 7 rr 1 I III a h r i II 9 10 5 4 NAILED NAILED 3x4= 6 3x6 6-9-2 6-8-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.11 5-6 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.22 5-6 >356 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.19 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:26 lb FT=204. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=246/0-7-0,3=177/Mechanical,4=69/Mechanical Max Horz 6=61(LC 8) Max Uplift 6=47(LC 4),3=-65(LC 4),4=-2(LC 8) Max Grav 6=246(LC 1),3=177(LC 1),4=131(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,4-6=-20 Concentrated Loads(lb) Vert:8=-O(F)9=-1(F)10=-6(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M8-7473 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 firm 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 property damage. For general guidance regarding the fabricaibn,storage,delivery,erection and tracing of trusses and inns systems,seeANSI/TPI I Quality Criteria,DSS-89 and 8CSf 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 Riverside Homes/Cury/JK J180273 J08 Jack-Partial Girder �2 1 T13930542 Manning Building Supplies, Jacksonville,FL IJob Reference o tional 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:17 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-A6zaSfLgOHT_umANnJdWfMLi OmCW8Qv4_ibfzQzKcW W 3-6-1 7-0-2 3-6-1 3-6-1 3 Scale=1:16.2 3.18 12 NAILED 1.5x4 zz, B 2 NAILED 7 1 i 7 _ 9 ,0 5 4 NAILED NAILED 3x4= 6 3x6 7-0-2 — -6-11-11 LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (toe) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.13 5-6 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 5-6 >318 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.22 3 n/a n/a BCDL10.0 i Code FBC2017/TPI2O14 Matrix-MP j Weight 271b FT-20%, LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=255/0-7-0,3=184/Mechanical,4=72/Mechanical Max Horz 6=63(LC 8) Max Uplift 6=-49(LC 4),3=-68(LC 4),4=-1(LC 8) Max Grav 6=255(LC 1),3=184(LC 1),4=136(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24111;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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)6,3,4. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(lb) Vert:8=-O(F)9=-1(F)10—6(F) Walter R Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7073 rev.f0A73/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual txrNding component,not a in>ss system.Before use,the building designer muss verify the applicabNity of design parameters and properly incortwrate his design into the overall tweding design. &acing ind�ated is to prevent txickllny of Individual tntss web and/or chord members only. Additional Temporary and permanent bracing WOWis always reyWred for stability and to prevent collapse wtth possible personal Iniury and property darnage. For general guidance regarding the fatxlcation,storage,delivery,erection and bracing of Messes and imss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safety Intormallon available from Truss Poate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ;Truss Truss Type Qty Ply i Riverside Homes/Cury/JK T139305 33', J180273 J09 Jack-Partial Girder I4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:18 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-elXzf?MlnbbrWwlaLO81BZuIHAYKtrFECMKCVszKcWV 1-6-12 2-9-15 6-0-12 9-7-1 1-6-12 1-3-4 3-2-13 3-6-5 4 Scale=1:27.0 T 5.66 12 NAILED 11 5x5 i 3 NAILED 3.18 12 10 4x4 2 NAILED 9 1 12 73x4- 13 14 6 g 4x7 NAILED NAILED NAILED 5 3x4= 0- -6 2-9-15 9-7-1 0- -6 2-9-9 6-9-2 Plate Offsets(X,Y)-- (1:0-0-7,0-1-121,(8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 6-7 >960 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 6-7 >435 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.04 4 Na n/a BCDL 10.0— Code FBC2017ITP12014 Matrix-MSH Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=381/0-7-0,4=81/Mechanical,5=330/Mechanical Max Horz 8=122(LC 8) Max Uplift 8=-65(LC 8),4=-43(LC 8),5=94(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-330/6411-2=-727/109,2-3=-770/155 BOT CHORD 7-8=-202/665,6-7=-129/315 WEBS 3-7=-105/479,3-6=402/165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-4(F)11=-31(F)12=-1(F)13=-20(F)14=-41(F) Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.100312015 BEFORE USE. Design valid for use only with MilekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal tnlury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing 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 Riverside Homes/Cury/JK T13930544' J180273 J10 Jack-Partial Girder �4 1 _ � Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:19 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-6U5LtLNwYvji84Kmukf_knQSfatsclINR04m1JZKCWU 1-6-12 2-9-15 6-2-4 9-10-1 1-6-12 1-3-4 3-4-5 3-7-13 4 Scale=1:27.6 1 I 5.66112 122 NAILED 5x5 11 3 NAILED 3.18 12 4x4 10 4 ° i 41 NAILED 2 9 1 1 - 511 -- 12 73x4= 13 14 6 B 4.7 NAILED NAILED NAILED 5 3x4= 0-Q-6 2-9-15 9-10-1 0- -6 2-9-9 7-0-2 Plate Offsets(X,Y)-- (1:0-0-7,0-1-121,(8:0-0-0,0-1-121 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 0.52 Vert(LL) -0-13 6-7 >872 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.73 Vert(CT) -0.29 6-7 >395 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.04 4 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH - Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=392/0-7-0,4=83/Mechanical,5=337/Mechanical Max Horz 8=125(LC 25) Max Uplift 8=-67(LC 8),4=-"(LC 8),5=95(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-342/6511-2=-760/113,2-3=-806/161 BOT CHORD 7-8=-209/696,6-7=-134/327 WEBS 3-7=-108/501,3-6=-415/170 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-4(F)11=-31(F)12=-1(F)13=-20(F)14=-41(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek©connectors.this design Is based only upon parameters shown,and is for an Individual building component not Q truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall twllding design. Bracing indicated is to prevent buckling of individual truss web and/or chord mernbers 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 fruses and truss systems,se(-ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type pry Ply Fide Homes/Cury/JK J180273 J11 Jack-Partial Girder I 1 1 713930545 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:20 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-ahfj4hOYJCrZIDvySRBDG_ze7_ESLmwXgggJalzKcWT 1-6-12 2-9-15 5-11-5 9-4-3 1-6-12 1-3-4 3-1-6 3-4-14 4 Scale=1:26.5 5.66 r12 NAILED it 5x5 3 NAILED 3.18 12 10 4x4 2 NAILED 9 1 r � � I 1 r J 112 73x4= t3 14 6 8 4x7 II NAILED NAILED NAILED 5 3x4= 0-9-6 2-9-15 9-4-3 0-0-6 2-9-9 6-6-4 Plate Offsets(X Y)-- (1:0-0-7 0-1-121 (8 0-0-0 0-1-12] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 i Plate Grip DOL 1_25 TC 0.48 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.23 6-7 >477 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.04 4 r1/a n/a BCDL 10.0 Code FBC2017/fP12014 j Matrix-MSH Weight:43 lb FT=20°! LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=371/0-7-0,4=80/Mechanical,5=324/Mechanical Max Horz 8=119(LC 8) Max Uplift 8=-63(LC 8),4=-43(LC 8),5=-93(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-319/62,1-2=-696/105,2-3=-736/149 BOT CHORD 7-8=-194/635,6-7=-124/303 WEBS 3-7=-102/458,3-6=-390/160 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)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)8,4,5. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-4(8)11=-31(B)12=-1(B)13=-20(B)14=-41(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.1017312015 BEFORE USE. i Design valid for use only with MITekV connectors.This design is based only upon parameters shown,and Is for an Individual Lxa ding component,not a truss system.Before tw.,the building designer must verify ltle appiicol-Ally of design parameters and properly incorporate this des qn into the overall building design. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hiss systems,seeANSI/TPI]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 pe Qty Ply Riverside Homes/Cury/JK T13930546� J180273 1J11A Jack-Partial Girder :1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:21 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-2tC5H 1 OA4W zQN NU909i SpC W t7NcA4CxgvKZt6BzKc W S 1-3-92-3-9 5-4-15 8-9-14 1-3-9 1-0-1 3-1-6 3-4-14 4 r Scale=1:26.5 5.66,12 NAILED 11 5x5 3 NAILED _ ca 3.18 12 10 N v 44 cu a 4 INAILED 2 3x4% 9 1 I q -- 12 7 13 14 6 77 8 NAILED 4x10— NAILED NAILED 5 1.5x4 II 3x4— 0-Q6 2-3-9 8-9-14 0-(T6-2-3-3 6-6-4 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.16 6-7 >643 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:44 Ib FT=20 i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=344/0-4-3,4=81/Mechanical,5=288/Mechanical Max Horz 8=118(LC 8) Max Uplift 8=-62(LC 8),4=-43(LC 8),5=-88(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-377/6511-2=-608/90,2-3=-658/126 BOT CHORD 6-7=-120/276 WEBS 3-7=-81/437,3-6=-355/155,1-7=-73/600 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-1(F)11=-24(F)12=-0(F)13=-1 6(F)14=-34(F) Welter P.Finn PE No12839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1-7473 rev.10A13/2015 BEFORE USE. Design valld for use only with MiTekt)connectors.This designs based only upon parameters shown,and is for an individual building component,not a IfUSS system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall tAfilding design. Bracing Indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available trom truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i Riverside Homes/Cury/JK T13930547 J180273 �J12 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:22 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-W3mTVNPorg5H?X3LasDhMP2_FnvEpfDg7_JQeezKcWR 1-6-12 2-9-15 6-0-13 9-7-3 1-6-12 1-3-4 3-2-14 3-6-6 4 Scale=1:27.1 5.66 12 NAILED 11 5x5 i 3 w NAILED a 3.18 12 10 m v 4x4= m v v 2 NAILED i 9 1 F r ----_ 1 12 73x4- 13 14 6 8 47 ;I NAILED NAILED NAILED 5 3x4= 0-Q-6 2-9-15 9-7-3 0-b-6 2-9-9 6-9-4 Plate Offsets(X,Y)-- (1:0-0-7,0-1-121,(8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 6-7 >955 240I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 6-7 >432 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH i Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=382/0-7-0,4=81/Mechanical,5=331/Mechanical Max Horz 8=122(LC 25) Max Uplift 8=-66(LC 8),4=-43(LC 8),5=94(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-331/64,1-2=-729/109,2-3=-772/155 BOT CHORD 7-8=-202/666,6-7=-129/315 WEBS 3-7=-105/480,3-6=-403/165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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)8,4,5. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert: 10=4(F)11=-31(F)12=-1(F)13=-20(F)14=-41(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlTek�connectors.This designs based only upon parameters shown,and Is for an individual building component,not a firm system.Before use,the building designer must verily the applicability of design pcxameters 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` j is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930548 J180273 J12A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:23 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-?GKsijQQb7D8chdX7akwudbDMBG3Y6OzMd2zA4zKcWQ 1-3-9 5-6-7 9-0-14 1-3-9 1-0-1 3-2-14 3-6-6 4 Scale=1:27.1 5.66 ii 12 NAILED 11 5x5 3 NAILED 3.18 12 10 ° cO 44 v NAILED 2 3x4 9 1 1 C - 12 7 13 14 6 8 NAILED 4x10— NAILED NAILED 5 1.5x4 i1 3x4= 0- -6 2-3-9 9-0-14 0-6--6-2-3-3 6-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.18 6-7 >583 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:45 Ib FT=2096 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 8=354/0-4-3,4=83/Mechanical,5=294/Mechanical Max Horz 8=121(LC 25) Max Uplift 8=-64(LC 8),4=-44(LC 8),5=-89(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-399/67,1_2=-643/97,2-3=-691/135 BOT CHORD 6-7=-125/287 WEBS 3-7=-87/452,3-6=-367/160,1-7=-74/611 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-1(B)11=-24(B)12=-0(B)13=-1 6(B)14=-34(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.10Po32015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,The building designer must verity the applicotAlly of design parameters arxT properly q�corpcxate this design info tix�overall building design. Bracing indicated is to prevent t uckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Piate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job ;Truss Truss Type Qty ply Riverside Homes/Cury/JK J180273 �J13 7139305491 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MITek Industries,Inc. Wed May 2 07:13:23 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-?GKsijQQb7DBchdX7akwudbG?BPVY8YzMd2zA4zKc W Q 2-0-0 2-0-0 Scale=1:10.3 4.50�12 2 � r - I•/ 1� m N 1 _ 4 3 3x6 2-0-0 2-0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0-0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 Ib FT=20?'0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=68/0-5-8,2=47/Mechanical,3=21/Mechanical Max Horz 4=31(LC 12) Max Uplift 4=-3(LC 12),2=-23(LC 12),3=-1(LC 12) Max Grav 4=68(LC 1),2=47(LC 1),3=35(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 i A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.10M3i2015 BEFORE USE. Design valid for use only with Miiek6 conneclors.This 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 applicatAlty of design paxometers and properly incogwrate 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 damregarding age. For general guidance regding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. — Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930550I1 J160273 J13A Corner Jack 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:24 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-TSuEw3R3MRL?ErCjhHF9Rg8RgbinHbo6bHoXjWzKcWP 1-9-0 1-9-0 Scale=1:10.3 4.50 F 2 I i 1 i � IN I I i t T 1 II i 4 3 3x8 I I 1-9-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MR Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=59/0-6-0,2=41/Mechanical,3=18/Mechanical Max Horz 4=30(LC 12) Max Uplift 2=-22(LC 12),3=-2(LC 12) Max Grav 4=59(LC 1),2=41(LC 1),3=30(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Walter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING.Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M8-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTekV connectors.This design Is based only upon parameters shown,and Is for an Individual bullding component,not U truss system.Be efe use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling of Individual friss web and/or chord members only. Additional ternrxxary and permanent bracing MiTek` I is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPl I Quality Criteria,DSB-89 and BCSt Building Component Tampa,FL 33610 Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss LC.,n.r e Qty Ply Riverside Homes/Cury/JK T13930551I J180273 ;J14 ck ��4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:24 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-TSuEw3R3M R L?ErCjhH F9Rg8P3biOHbf6bHoXj W zKcW P 2-0-0 4-0-0 200 200 Scale=1:17.0 _ 3 8.00'1 12 4.50 12 4x4 2 u - 4 5 1.5x4 6 3x6 1 2-0-0 4-0-0 J 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01Weight:151b FT Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP =20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=140/0-5-8,3=83/Mechanical,4=57/Mechanical Max Horz 6=68(LC 12) Max Uplift 6=-5(LC 12),3=-41(LC 12),4=-9(LC 12) Max Grav 6=140(LC 1),3=83(LC 1),4=62(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11=7473 rev.10/03y2015 BEFORE USE. Design valid for use onlywith MI1ekC connectors.This design is based only utx,n parameters shown,and Is for an individual building component not a tnw system.Before use,the building designer must verify The applicability of design parameters and properly incorporate this design into the overall MiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damagefor general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and txacing of trusses and 1n1SS systems,see.ANSI/TPI I Quality DSB-89 and BCSI Building Component Criteria, Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. . =Jack Type City Ply Riverside leve de Homes/Cury/JK Job Truss T13930552 j J180273 IJ14A ;4 1 j Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:25 2018 Page 1 I D:3t?TTPm_4xP35OZ2Fy1 W xW zKw51-xeSc7OSh71Trs?nwF_mOz2ga4?3102vGpxX4FzzKcW O 1-9-0 3-9-0 1-9-0 2-0-0 Scale=1:17.0 3 8.00 12 4.50,_ 4x4 2 m o rn N 1 N 5 4 1.5x4 11 6 3x8 11 1-9-0 3-9-0 1-9-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 5 >999 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=131/0-6-0,3=79/Mechanical,4=52/Mechanical Max Horz 6=67(LC 12) Max Uplift 6=-1(LC 12),3=-41(LC 12),4—9(LC 12) Max Grav 6=131(LC 1),3=79(LC 17),4=59(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Interior(1)1-9-0 to 3-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-verify dealgn paramerera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7073 rev.10/03/2015 BEFORE USE. Design vatid 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 brdiding designer must verify the applicability of design parameters and properly incorporate this design into tale overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent MiTek, bracing is always required for stability and to prevent collapse with possible personal Infuty and property damage. For general guidance regarding the 6904 Parke East Blvd. Fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information avdiabie from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. - Job Truss Truss Type �15 Ply Riverside Homes/Cury/JK 713930553{ J180273 �,J15 Jack-Open 1 Job Reference o floral Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:26 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fy1 WXWZKW51-Pg0_LkSJu2ciT9M6piHdW FDkZOOslU9P2bHenPzKcW N 2-0-04-0-0 P-0_0 2-0-0 Scale=1:17.0 3 8.00 5-2 i 4.50 12 4x4 2 m T o C N d i Ni I 1 1 Li i 4 5 1.5x4 1 6 3x6 I' 2-0-0 4-0-0 200 200 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.16 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:15 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=140/0-5-8,3=83/Mechanical,4=57/Mechanical Max Horz 6=68(LC 12) Max Uplift 6=-5(LC 12),3=-41(LC 12),4=-9(LC 12) Max Grav 6=140(LC 1),3=83(LC 1),4=62(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/011815 BEFORE USE. Design valid for use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an individual building component,not i a truss systern.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek building design. acing Indicated is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East BWd. fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Sullding Component Tampa,FL 33610 Safety Information availatAe from Truss Plate Institute,218 N.Lee Street,Suite 312,Mezandria VA 22314.- __ Job Truss Truss Type Qty Ply Riverside Homes/Cury!JK i T13930554I I J180273 IJ16 Jack-Open �8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:26 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-Pg0_LkSJu2ciT9M6pi Hd W F Di 5OM FI U3P2bHenPzKcW N 0_05-5-0 2-0-0 3-5-0 Scale=1:22.6 3 8.0C12 i I 1 4.50712— 5x5 N m 2 w 1 � l 5 6 1.5x4 !I 4 3x6 2-0-05-5-0 2-0-0 3-5-0 LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 4-5 >740 180 BCLL 0.0 Rep Stress Incr YES I WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 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 No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=193/0-5-8,3=118/Mechanical,4=75/Mechanical Max Horz 6=95(LC 12) Max Uplift 6=-6(LC 12),3=-61(LC 12),4=8(LC 12) Max Gray 6=193(LC 1),3=119(LC 17),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 5-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 rev.1OM312015 BEFORE USE. Design veld for use only with MITek connectors.This design's based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and Properly Incorporate this design into the overall MiTek'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent txucing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systema,seeANSI/TP11 Quality Cdteda,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Information avalab le from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. -- Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T139305551 J180273 iJ16A (Jack-Open 17 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MITek Industries,Inc. Wed May 2 07:13:27 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl W xW zKw51-tt aMY4TxfMkZ51xIMPps3TmtlojDUxJZHFOBJrzKcW M 1-9-0 5-1-8 1-9-0 3-4-8 Scale=1:22.4 3 8.00 12 �{ 4.50 Fl2 5x5 °1 2 � 1 5 6 1.5x4 I` 4 3x8 1 1..9-0 5-1-8 1-9-0 3-4-8 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.07 4-5 >886 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:191b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=182/0-6-0,3=112/Mechanical,4=70/Mechanical Max Horz 6=94(LC 12) Max Uplift 6=-2(LC 12),3=-60(LC 12),4=-8(LC 12) Max Grav 6=182(LC 1),3=114(LC 17),4=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Interior(1)1-9-0 to 5-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 I1' ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1=3=5 BEFORE USE. Deign valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and Is for an individual huAding component,not a truss system.Before use,the bulldind designer must verify the clpplicabaiTy of design parameters and properly incorporate iha 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 6904 Parke East Blvd. fabdc:ation,storage,delivery,erection and tracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSf Building Component Tampa,FL 33610 Safety InformaBon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK - — T139305561 J180273 J17 Jack-Open 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. We May 2 07:13:28 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WxWZKW51-LD811QUZQgsQjSWVw7K5bgl_oCzFDOPiWvmksHzKCWL 2-0-0 7-0-0 2-0-0 5-0-0 Scale=1:28.1 3 �I A, 11 8.00 F12 �j 4.50112 5x5 i y v ZZ7 <I 2 i � m s 6 1.5x4 II 4 3x6 11 2-0-0 7-0-0 2-0-0 t-- 5-0-0 I LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 4-5 >636 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 4-5 >340 180 BCLL0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=251/0-5-8,3=156/Mechanical,4=95/Mechanical Max Horz 6=126(LC 12) Max Uplift 6=-7(LC 12),3=-84(LC 12),4=-7(LC 12) Max Grav 6=251(LC 1),3=158(LC 17),4=120(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,3,4. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1 MN"15 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 tnss system.Before use.the Iwilding designer must verify the applicabtlity of design parameters anti properly ina?q:xxate this design Into the overall MITek' txeldirxl design. Brxing indk:aFed Is to prevent txrekling 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 elltlry and properly ci<yrnage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANS1/TPII Quality Criteria,DSB-89 and BCSI Butiding Component Tampa,FL 33610 Safety Information available from Truss Piate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type 1 Ply Riverside Homes/Cury/JK T13930557,i J180273 J17A Half Hip 1 1 Job Reference(optional) Manning Building Supplies,) Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:29 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-pPh7zmVBBz_HLc5hUgrKBurB_cFgyrTrkZVIOkzKcWK 2-0-0 6-0-0 7-0-0 2-0-0 4-0-0 1-0-0 Scale=1:25.4 44= 3 4 T c 1 8.00 12 :� I i 1 m 4.50 12 5x12 a m ' I 2 ! I , 7 6 1.5x4 11 1.5x4 11 5 3x5 2-0-0 6-0-0 2-0-0 4-0-0 1-0-0 Plate Offsets X Y-- 11:0-1-12.0-0-21 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.19 6-7 >443 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 1 BC 0.89 Vert(CT) -0.39 6-7 >214 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.07 1 rVa n/a BCDL 10.0 i Code FBC2017fTP12014 Matrix-MP Weight:32 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=257/0-5-8,4=25/Mechanical,5=231/Mechanical Max Horz 1=99(LC 12) Max Uplift 1=-20(LC 12),4=-14(LC 8),5=-71(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-270/163 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 6-0-0,Exterior(2)6-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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)1,4,5. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7073 rev.10/0311815 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 systern.Before use,the building designer must verity the applicabillty of design parameters and Properly incouporate 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 6904 Parke East Blvd. ! fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information avalloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. _ j Job Truss T r u s s Type s Qty Ply Riverside Homes/Cury/JK T13930558'1 J180273J17B Jack-Open 1 1 ' Job Reference(optional) � Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:30 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-HcFVA6VpyH68ymgt2YMZg5NM50hCh I2?zDFrwAzKcW J 2-0-03-4-10 5-4-10 7-0-0 2-0-0 1-4-10 2-0-0 1-7-6 Scale=1:28.1 5 8.00 F,2 4x4 II ) i 4 I 2x5 11 I m rY7 r 4.50 F1 3 c6 4x4 a 13 � v 2 1 8 4x4= 2x4= to „ 10 7 12 1.5x4 ! 2x4 1 3x4 6 3x6 1'' 2-0-03-4-10 5-4-10 7-0-0 2-0-0 1-4-10 2-0-0 1-7-6 LOADING (psf) SPACING- 2-0-0 CSI. !� DEFL. in (loc) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13 8-9 >645 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.07 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH 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 purlins, except BOT CHORD 2x4 SP No.2 t end verticals.P WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:7-8. REACTIONS. (Ib/size) 12=251/0-5-8,5=158/Mechanical,6=93/Mechanical Max Horz 12=126(LC 12) Max Uplift 12=-7(LC 12),5=-65(LC 12),6=-26(LC 12) Max Grav 12=251(LC 1),5=159(LC 17),6=93(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-286/34 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,5,6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M8-7473 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 systern.Before rrse,the building designer must verify the applicability of design parameters and properly incorporate this deskin into the overall building design. &acing Indicated Is to prevent tackling 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 grrldance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPiI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type , e ,Qty Ply Riverside Homes/Cury/JK 713930559 J180273 J18 Jack-Partial Girder 12 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:30 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-HcFVA6VpyH68ymgt2YMZg5NQtOewhl3?zDFrwAzKcWJ 1-6-12 2-9-15 3 M- 2' I-_5 4 1-6-12 1-3-4 1 1-5-4 Scale=1:16.8 5.66 F12 3 0 NAILED 3.15 F12 4x4 2 N N 1 I _ - - ii 6 NAILED 5 4 = 1.5x4 I1 3x4 7 3x6 11 0- -6 2-9-15 5-4-14 0- -6 2-9-9 2-6-15 LOADING (psf) SPACING- 2-0-0 h CSDEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.14 Ven(LL) -0.07 6 >908 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 I Vert(CT) -0.14 6 >460 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.12 3 Na Na BCDL 10 0Code FBC2017lf PI2014 Matnx-MP Weight:22 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=194/0-7-0,3=68/Mechanical,4=126/Mechanical Max Horz 7=65(LC 8) Max Uplift 7=-27(LC 4),3=-34(LC 8),4=-22(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eaveeft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf 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)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)7,3,4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:6=-3(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekn connectors.This design is based only upon parameters shown.and Is for an Individual building component,not j a truss system.Before rue,the brdiding designer must verily the applicability of design parameters and properly incorporate this design into the overall 17Tarrpa. , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lernporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd. fabricatbn,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSi Building Component 33610 Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type s Q Ply Riverside Homes/Cury/JK T13930560 J180273 �J19 Jack-Partial Girder I2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:312018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-moptOSW Sj bE?awF4bFtoDJwbbPzMQIJ8Ct_PTczKcW I 1-6-12 2-9-15 4-0-13 5-7-2 1-6-12 1-3-4 1-2-14 1-6-6 Scale=1:17.2 l 5.66 F12 3 I 7 NAILED 3.18 12 4x4 2 1 I 6 NAILED 5 4 3x4— 1.5x4 ii 7 3x6 11 0- -6 2-9-15 5-7-2 0- -6 2-9-9 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.08 6 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 ! BC 0.75 Vert(CT) -0.16 6 >414 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.13 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:23 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=201/0-7-0,3=73/Mechanical,4=128/Mechanical Max Horz 7=68(LC 8) Max Uplift 7=-27(LC 4),3=-36(LC 8),4=-22(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design- 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=2411;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,3,4. 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:6=-3(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.IMMIS BEFORE USE. li Design valid for use only with MilekmJ connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use.the bxrilding designer must verify the applicability of design parameters and properly Incorporate this design into the overall j building design. Bracing indicated is to prevent buckling of Individual friss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal inary and property damage. For general guidance regarding the fabrk;atk>n,storage,delivery,erection and bracing of trusses and friss systems,seeANSi/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK 713930561 ' J180273 J20 Jack-Partial Girder 12 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:32 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-E_N FboX4U uMsC4pG9zOl mW TmN pLQ9CU IQXky?3zKc W H 1-6-122-9-15 4-11-5 7-4-3 1-6-12 1-3-4 2-1-6 2-4-14 Scale=1:21.8 4 ° I 5.66 F12 to NAILED 9 4x4 3 NAILED 3.18 12 4x4% ro 2 N c6 m i 7 3x4= 10 6 NAILED B NAILED 5 3x6 i p 3x4= 0- -6 2 115 7-4-3 0_ _6 2_g-g 4-6-4 LOADING (psf) SPACING- 2-0- CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 I TC 0.14 Vert(LL) -0.18 6-7 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.36 6-7 >235 180 BCLL 0.0 Rep Stress Incr NO i WB 0.02 Horz(CT) -0.23 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=275/0-7-0,4=64/Mechanical,5=231/Mechanical Max Horz 8=92(LC 8) Max Uplift 8=-41(LC 8),4=-30(LC 8),5=-69(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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)8,4,5. 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:7=-3(B)9=-10(B)10=-29(B) Waker P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not W a truss system.Before use,the building designer must verify the appllcabillly 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 boring idMiTek` j 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 tr1S5eS and truss systems,se.eANSI/TPI1 Quality Criteria,DSB-89 and BCSf 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 Riverside Homes/Cury/JK T13930562, J180273 J20A Jack-Partial Girder i2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:33 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fy1 WXWZKW51-1BxepBYiFCUjpDOSjgvGlk?yfDiCufIRfBTVXVzKcWG 1-4-10 2-5-11 4-6-11 6-11-4 1-4-10 1-1-2 2-1-0 2-4-8 Scale=1:21.7 4 5.66 12 rlt T NAILED 9 44 3 3.18 NAILED �,12 4x4 2 N m M 1 Fi F 7 3x4— 6 NAILED B NAILED 5 3x8 I 3x4= 0-0-6 2-5-11 6-11-4 0-6-6-2-5-5 4-5-8 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.14 6-7 >588 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.28 6-7 >293 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.17 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-MP Weight:32 1b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpuffins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=258/0-7-12,4=62/Mechanical,5=212/Mechanical Max Horz 8=90(LC 8) Max Uplift 8=-38(LC 8),4=-30(LC 8),5=-66(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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)8,4,5. 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:7=-3(B)9=-B(B)10=-24(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNI-Ved7y des7gn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM-7473 rev.70/03/2075 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 SII a truss systern.Before use,the building designer must verify the applicat-Aity of design parameters and properly kx:orporate 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 t Blvd. e East fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.6904 Parke East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK T13930563' J180273 J21 Jack-Partial Girder '2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:34 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-ANVOOTZKO W caRNzeHN RVrxY6td01d6wburD33xzKc W F 1-6-12 2-9-15 5-0-13 7-7-3 1-6-12 1-3-4 2-2-14 2-6-6 Scale=1:22.5 4 CP 5.6612 0 I NAILED 4x4 G 9 3 I NAILED 3.18 F12 4x4= m 2 ' m i 1 i, 10 6 7 3x4 = 8 NAILED NAILED 5 3x6 1 3x4= 0- -6 2-9-15 7-7-3 0- -6 _ 2-9-9 4-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.21 6-7 >425 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0-67 ( Vert(CT) -0.42 6-7 >213 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.26 4 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:341b FT= 20°6 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 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=285/0-7-0,4=65/Mechanical,5=238/Mechanical Max Horz 8=95(LC 8) Max Uplift 8=-43(LC 8),4=-30(LC 8),5=-70(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:7=-3(F)9=-1 O(F)10=-29(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0-7473 rev.f0/03M15 BEFORE USE. Design valid for use only with MITekJ connectors.This 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 applicabeity of design parameters and properly Incorporate this design Into the overall j Lwllding 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building component 6904 Tampa,Parke East 0FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Ajexandria.VA 22314. Job Truss Truss Type , Qty Ply Riverside Homes/Cury/JK T139305641 J180273 �J21A Jack-Partial Girder 2 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:35 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-eZ3O DpZynpkR3XYrg5ykN95171 NAMZBk7VyccNzKc W E 1-4-10 2-5-11 4-8-3 7-2-4 1-1-2 2-2-8 2-6-0 Scale=1:22.4 4 5.66�r12 m6 i NAILED 4x4 i 9 3 NAILED 3.18 12 ti 4x4 n q o co VAI 7 3x4 — 10 6 8 NAILED NAILED 5 3x8 1 3x4- 0- -6 2-5-11 7-2-4 0- -6 2-5-5 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.16 6-7 >535 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.32 6-7 >265 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.19 4 n/a Na I BCDL 10.0Code FBC2017/TPI2014 Matrix-MP Weight:331b FT=20% t 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 225OF 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=268/0-7-12,4=64/Mechanical,5=219/Mechanical Max Horz 8=94(LC 8) Max Uplift 8=-39(LC 8),4=-30(LC 8),5=-67(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:7=-3(F)9=-8(F)10=-24(F) Welter R Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND MCLUDED M?EK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use only with MilekO connectors.This design Is based only upon parameters shown,and Is for an indMduat building component,not a truss system.Before use,the building designer must verify the applicability of design pararneters and properly Incorporate IF*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 tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk,atlon,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 Qty Ply Riverside Homes/Cury/JK —�' Job I Truss �Roof ype . + 713930565' J180273 KO pecial Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:37 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-ayABeVbCIR_91riDyW_CTaAbKg4DgOPlapRjgGzKcWC 2-0-04-0-0 7-0-0 8-0-0 11-0-0 13-0-0 15-0-0 2-0-0 2-0-0 3-0-0 1-0-0 3-0-0 2-0-0 2-0-0 Scale=1:29.1 NAILED NAILED Special 5x8= 5x8= 8.00112 Special NAILED 1.5x4 11 1.5x4 !I 3 21 4 22 5 23 6 1 4.50 12 6x6% i Lj 7 6x6 2 m l B N 1 �2 i Ib 161 14 24 13 25�, 12 26 1t 2728 10 29 9 8x8= 2x4 1: 6x6- NAILED 6x6= 6x6= HTU26 6x6= 2x4 11 8x8 NAILED NAILED NAILED Special HTU26 = Special HTU26 NAILED HTU26 2-0-0 4-0-0 7-0-0 8-0-0 11-0-0 13-0-0 15-0-0 2-0-0 2-0-0 3-0-0 1-0-0 3-0-0 2-0-0 2-0-0 Plate Offsets(X,Y)— [1:Edge,0-4-11],[1:0-7-6,0-0-71,[1:0-0-9,0-0-3],[3:0-6-4,0-2-4],[6:0-6-4,0-2-4],[8:Edge,0-4-11],[8:0 7-6,0-0 7],[8:0-0-9,0-0-3],[10:0-3-0,0-4-4],[11:0-3-0 0-3-12 [12:0-3-0,0-3-12],113:0-3-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.32 Vert(LL) -0.08 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.46 Vert(CT) -0.15 11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.02 8 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:1851b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (Ib/size) 1=2921/0-5-8,8=4182/0-5-8 Max Horz 1=-35(LC 23) Max Uplift 1=-822(LC 8),8=-1059(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4722/1342,2-3=-5545/1605,3-4=-7120/2028,4-5=-7120/2028,5-6=-7120/2028, 6-7=-6964/1844,7-8=-6726/1722 BOT CHORD 1-14=-1225/4357,13-14=-1279/4537,12-13=-1326/4656,11-12=-1991/7120, 10-11=-1542/5953,9-10=-1 620/6352,8-9=-1577/6212 WEBS 2-14=-1365/414,3-13=-249/835,6-10=-563/2657,7-10=-627/140,7-9=-1 059/328, 3-12=-860/3189,6-11=579/1518 NOTES- 1)2-ply truss to be connected together with 1 Did(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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)except Qt=lb) Walter P.Finn PE No.22839 1=822,8=1059. MiTek USA,Inc.FL Cert 6634 9)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-1Odxl 1/2 Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to 6904 Parke East Blvd.Tampa FL 33610 back face of bottom chord. Date: 10)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. May 2,2018 starting at 9-0-12 from the left end to 13-0-12 to connect truss(es)to back face of bottom chord. y i where han er is in contact with lumber. 7®WARNING-Verity deafgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use oMy with MITek,5 connectors.This 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 apf�icability of design fxnameters and properly Incorporate this design into the over M!Te k, 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,woANSU1Pl1 Quality Criteria,DSB-89 and SCSI BuHdtng Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. YP Qty Ply Riverside Homes/Cury/JK Job (Truss Truss Type T139305651 J180273 I K01 Roof Special Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 Mitek Industries,Inc. Wed May 2 07:13:37 2018 Page 2 ID:3t?TTPm_4xP35QZ2Fyl WXWzKw51-ayA8eVbCIR_91riDyW_CTaAbKg4DgOPlapRjgGzKcWC NOTES- 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 Ib down and 167 Ib up at 4-0-0,and 182 Ib down and 167 Ib up at 11-0-0 on top chord,and 137 Ib down and 71 Ib up at 4-2-2,and 137 Ib down and 71 Ib up at 10-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(pit) Vert:1-2=-54,2-3=-54,3-6=-54,6-7=-54,7-8=-54,15-18=-20 Concentrated Loads(Ib) Vert:3=-29(F)6=-29(F)13=-137(F)10=-1139(F=137,B=-1002)9=-1002(B)12=-2261(B)21=-29(F)22=-29(F)23=-29(F)24=-98(F)25=-37(F)26=-37(F)27=-37(F) 28=-1002(B)29=-98(F) A WARNING.VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.W03,2015 BEFORE USE. Design valid for use only with MITekC connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a tnss system.Before use,the building designer must verify the appltcablllty of design fxxarneters and property Incorporate this design into the overall MST@k, building design. Bracing indk:ated is to prevent buckling of Individual truss web and/or chord mernbers 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 misses and truss systems,seeANSI/TPI t 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 t Oty Ply �rside Homes/Cury/JK T13930566i J180273 PO1 Piggyback it eference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:38 2018 Page 1 1 D:3t?TTPm_4xP35OZ2Fy1 W xW zKw51-28kXsrcr3k6?w?HOW DV R?njnvEVJZwuApTBGCizKc W B 1-11-15 12-10-15 14-10-15 1-11-15 10-11-0 1-11-15 Scale=1:24.8 8.00 12 3x4= 1.5x4 11 1.5x4 11 1.5x4 11 3x4- 2 3 11 4 12 5 6 F-1 n n uLJ LJI 7 lm N D O 0 6 p- O J 3x4 i 3-2-13 10 4-0-0 9 4-0-0 8 3x4 J 4 1 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. 14-10-15 14-10-15 Plate Offsets X Y-- 2:0-2-0 0-2-3 [6:0-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IJdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) Na Na 999 BCLL 0.0 Rep Stress Incr YES i WB 0.02 Horz(CT) 0.00 7 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:45 Ib FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 14-5-11. (lb)- Max Horz 1=18(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,7,9,10,8 Max Grav All reactions 250 Ib or less at joint(s)1,7 except 9=311(LC 21),10=266(LC 21),8=266(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 6-2-14,Interior(1)6-2-14 to 12-10-15,Extedor(2) 12-10-15 to 14-2-15 zone:cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,9,10,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MU-7473 rev.10103/2075 BEFORE USE. Design valid for use only with 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 applicat-Aity of design parameters and properly incorporate this design into the overall MiTek building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and perrnanenT bracing is sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. ! fabrlcatk>n,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 1 Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty Ply Riverside Homes/Cury/JK T13930567� J180273 P02 Piggyback 1 1 � Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:39 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-XLlv3BcTg2EsXBsc3xOgY?Fzgerbl N3K17wgl9zKcW A 3-11-15 10-10-15 14-10-15 3-11-15 6-11-0 3-11-15 Scale=1:24.8 3x4= 1.5x4 11 3x4= 1.5x4 3 11 4 12 5 1.5x4 II - I 11 12 6 2 I 1 7 n jY 6 0 o � 3x4 10 9 8 3x4 1.5x4 it 1.5x4 II 1.5x4 14-10-15 14-10-15 Plate Offsets(X Y) [3:0-2-0,0-2-31,[5:0-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.19 Vert(LL) n/a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 I Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 j Horz(CT) 0.00 7 r1/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight:52Ito 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.2 REACTIONS. All bearings 14-5-11. (lb)- Max Horz 1=45(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,7,9,10,8 Max Grav All reactions 250 Ib or less at joint(s)1,7,10,8 except 9=305(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-5-7,Interior(1)3-5-7 to 3-11-15,Exterior(2)3-11-15 to 14-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,9,10,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.f 04732015 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 rise,the building designer must verify the applicabilily 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 momtrs only. Additional temporary and permanent bracing MiTek` s always required for statAlity and to prevent collapse with possible personal injury and property damage. For general gukiance regarding the 6904 Pae East Blvd. 1 tabrbatbn,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,Parkrk 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. j Job Truss Truss Type Ory Ply Riverside Homes/Cury/JK --— T139305681 J180273 �P03 Piggyback 1 1 j i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:40 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fyl W xW zKw51-?Xs H HXdSbMMj91 RodeYv4Co8J2Bn t q ITGngNHbzKc W 9 5-11-15 8-10-15 14-10-15 5-11-15 2-11-0 5-11-15 Scale=1:26.3 3x4= 1.5x4 11 3x4= 3 4 5 8.00 12 1.5x4 II 1.5x4 II �cJ�I6 d 2 !;W ,I 12 SII 11 I 7 t L' EJ - -- -- --�'"' - 0 0 I 1 6 0 6 10 9 8 3x4 3x4 5;, 1.5x4 1 1.5x4 1 1.5x4 i 14-10-15 14-10-15 Plate Offsets X Y-- 3:0-2-0,0-2-3 [570-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n!a Na 999 MT20 244!190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:55 Ib FT=20% — LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.2 REACTIONS. All bearings 14-5-11. (lb)- Max Horz 1=-71(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,7,9,10,8 Max Grav All reactions 250 Ib or less at joint(s)1,7,9 except 10=270(LC 21),8=270(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-5-7,Interior(1)3-5-7 to 5-11-15,Extedor(2)5-11-15 to 8-10-15,Interior(1)13-1-14 to 14-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,9,10,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.21639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 Q WARNING-Vedfy design parameters and READ NOTES ON THIS AND NCLUDEO MrrEK REFERANCE PAGE M11-7073 rev.fON3i2015 BEFORE USE. Design valid for use only with MITek0 connectors.This design Is based only upon parameters shown.and is for an Individual buNdlrtg component,not ; a inrss system.Before arse,the building designer must verify the applicabNiN of design pararneters and properly h1cotporate this design into the overall Mlle ' 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 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of inoses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and SCSI Bultdtng Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _ Job Truss Truss Type Qty Ply Riverside Homes/CurylJK I T13930569j J180273 PO4 Piggyback i4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:40 2018 Page 1 I D:3t?TTPm_4xP35QZ2Fy 1 W xW zKw51-?XsHHXd5bMMj91 RodeYv4Co8a2Bq 1 grTGngNHbzKc W 9 7-5-7 14-10-15 7-5-7 7-5-7 Scale=1:31.0 4x4= 3 8.00 12 i 10 1.5x4 9 1.5x4 2 4 5 Li1 o L- - o o 0 3x4 i 8 7 6 3x4 1 1.5x4 ',I 1.5x4 1 1.5x4 II 14-10-15 14-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a r1/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:57 Ib FT=20 LUMBER- BRACING- Structural wood sheathing direct) TOP CHORD 2x4 SP No.2 TOP CHORD 9 Y 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.2 REACTIONS. All bearings 14-5-11. (lb)- Max Harz 1=-90(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 8=-111(LC 12),6=-111(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except 8=300(LC 17),6=300(LC 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-5-7,Interior(1)3-5-7 to 7-5-7,Extedor(2)7-5-7 to 10-5-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 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 except(jt=1b) 8=111,6=111. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING•Verity 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 MITekJ connectors.This design is based only upon rxtrarneters shown.and is for an Individual building component.not U Tunis 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 taus 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 aruT property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type , Q Ply 7, Rivers) ed Homes/Cury/JK 1 T13930570I J180273 P05 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:41 2018 Page 1 ID:3t?TTPm_4xP35QZ2Fyl WXWZKW51-TjQfUtejMfUanSD?BL38dQLJKRW3mH5dVRPwplzKcW8 7-5-7 14-10-15 7-8-7 7-5-7 7-1-8 4x4= Scale=1:30.5 3 II 8.00 12 10 1.5x4 1 1 9 1.5x4 I 4 d� 2 5 Li 1 a V w, 1-7 01 0 O 3x4 8 7 6 3x4 1.5x4 i 1 1.5x4 ( 1.5x4 11 14-10-15 14-10-15 LOADING (psf) SPACING- 22-0-0 CSI. DEFL. in (loc) I/deft 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 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight 57 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 20 SP No.2 REACTIONS. All bearings 14-4-5. (lb)- Max Horz 1=-90(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 8=-111(LC 12),6=-1 11(LC 12) Max Gram All reactions 250 Ib or less at joint(s)1,5,7 except 8=300(LC 17),6=300(LC 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-5-7,Interior(1)3-5-7 to 7-5-7,Exterior(2)7-5-7 to 10-5-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 except(jt=1b) 8=111,6=111. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MU-7473 rev.10!03!1015 BEFORE USE. Design valid for use only with MiTekN connectors.This 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 applicabelty of design pommet rs 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 Lxacing MiTek` j is always required for stability and to prevent collapse wlih possible personal injury and property damage. For general guidance regarding the 69D4 Parke East Blvd. fabrk-atian,storage,delivery,erection and bracing of trusses and truss systems,se(-ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.Parke 33610 Safety Information available from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Cury/JK { 7139305711 J180273 P06 Piggyback 1 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed May 2 07:13:42 2018 Page 1 ID:3t?TTPm_4xP35OZ2Fyl WXWZKw51-xv_1hCfL7zdROcaB13aNAdtVHru3Vk?mk59ULTzKcW7 7-5-7 14-10-15 7-5-7 7-5-7 Scale=1:30.4 4x4= 3 1 I I 8.00 F12 10 _j 1.5x4 11 g 1.5x4 I � —4 2 j 5 1 ,a IN T l l oLjo O 3x4 i 8 7 6 3x4 1.5x4 11 1.5x4 1 1.5x4 I I 14-10-15 14-10-15 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) 1/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a Na 999 Horz CT 0.00 5 Na Na S WB 0.02 ( ) Rep Stress Incr YE _ BOLL 0.0 R p 6 Ib FT—20 BCD L 10.0 Code FBC2017/TP12014 Matrix-SH Weight.22 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-2-9. (lb)- Max Horz 1=-90(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 8=-111(LC 12),6=-111(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except 8=300(LC 17),6=300(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)4-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. It;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-5-7,Interior(l)3-5-7 to 7-5-7,Exterior(2)7-5-7 to 10-5-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except(jt=1b) 8=111,6=111. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 2,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.law/2015 BEFORE USE. Design valid for use only with Mllekn connectors.This design is based only upon Parameters shown,and Is for an individual building component,not a irrrss systern.Before use.the L)LAIdirxl designer must verify the applicatAltY of design Paromeiers and properly Incorporate this design into the overall MiTek° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in 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 Cts 2. Truss bracing must be designed by on engineer.For wide truss spacing,individual lateral braces themselves 0 XX C,_ 4 may require bracing,or alternative Tor I c p bracing should be considered. 3 O 3. Never exceed the design loading shown and never U ya°p U U stack materials on inadequately braced trusses. O a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7_e C5-6designer,erection supervisor,property owner and plates 0-'1,b' from outside BOTTOM CHORDS all other interested parties, edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint 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 location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate l Plate l e Or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber sottwshall not exceed 19%at time of fabrication. A PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or 1 bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min Size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable asenvironmental,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 TfUSS Construction, and pictures)before use.Reviewing pictures alone s not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSII//TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev, 10/03/2015 $5@ n N e a E ..77 s � g E - V 0 } V ggg e Al ry z 4 6 $ h C E C 3 O � � '� d3c�if � � ; ( \ � § � . . . \ \ f } � f / � � � � � / | ! | { � � � ' \ f i { � . � � � I � . � \ f | | � / , , � � \ ) \ } � � I � � � � , ! � ° � - � � ' \ | ) � � � � j . i i �� ) � � \ : _ � § > , � � � " � I j � ) � � � � . � . . / \ } � � � i \ / � � / - 2 � � � { � j ) { \ \� � / � : ! � ) § �! ! � \ � \� � . . 9 ; . ! � � ; ` / ! � � \{� _ . , � � � � § . f { § / j / \ . « / . > . . : ` 1 � " / i � � � : 6 �< _ < � ! < < ! < < ;7 ! ! , . , , , , , , , : , . . � � _ _ , : ! - • � | . . . } . . . . . . - | j \ � � / „ / , / ¥ \$ � ^ � � � � � ® � � � § ' � � / { {{� �� ! ! ! . � ! ) ƒ{ \ ! � | | � ¥ ! R � !»� ;\| | ! ■ " . � � { . , & . r ; q , . � ! ! . - g ! ! ! E g � �f\� ! ! � : ` � � � �/ \� | ) \ / / jam / � / ) � ) �§ / � � � f! | k { � ) . ! yl , / § ! f : / � ° _ � � ` a« m», < � - ^ ® d � � � . � � - - ° : , . ! ! ! !! ! » G ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STARw Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.ora 1 (600) 423-6587 1 (562)699-0543 ASubsidiary of the lntemational Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,8538 SPRING,TEXAS 773884405 (713)239-0252 wwwsesioam.<om EVALUATION SUBJECT: SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR* Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the speck material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluaiion report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements lar Residential Insulation, Version t2 and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heal Flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the paint of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic,and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rale of heat Bow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR*program, Imperial units will only be accepted I(h-ft'"F)/Btu]. ICC-FS EvaluaNn Repnm are rrorrobe meuauai as repnvnWg aesNnNs oranyorberaroibums,wtspMaeallyedtlressN.aorare Nryro6e cons�r„cd an mdasemem d'r�snbJmorNarepo,rora recmmam,muan(w Iv u:e.there:�ro.ar,aaryerrcceamauorserera.uc.«vmalor;rovren a� roanY flrbrrgwaNer malrerin Nis repor[was roanYprMunmremibYNe report ,md, �_ CoWight 0 2014 Pagel of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375,based upon testing. 3.5 Installation: 3.5.1 General:The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following intonation on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: 'F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components,gloves should be made of nitrile, neoprene,butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full-face or hood respirator. c. Respiration: Finns engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators(PAPR), or supplied- air respirators ISAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades.' 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Reentry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications:above-grade wall, below-grade wall,vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most N4delyAccepted and Tiusfed Page 3 of 6 ooQ0op0oou 0000 o0 oop0 ooa00000 00000 00°00 ° 0000°ooaoo00o 000p0°o°0000°00000000000000 °00 00 00°0 000° o o° 00 0 0 e °oo^°o 00000° oo pO °O °000°°oo p00p00 00°00 000000 0 0 00 0 00 Doe op0oo 00 o°00000 op0000p Interior PeNtim 0000000 00°00000 00a ap00 IMedor FINehed Surface o°eoo0 (In4nch Sheetrack 000°0000 ) 00°e 00000 0 0000000 oo°000 0000000 SES Foam 0.51b Spray 0 00000°00 0 00 0 o ° 00 000000° Ewiterior Sheetlung 000 oaoop0o° SES FOAM 0.5 LB SPRAY ABOVE GMDE WALL INSUWnON SESp l 071514 ESR-3376 Most Widely Accepted and Trusted Page 4 of 6 Masonry Black ((Typ:l- Typical)r Interior Finish Surface (112-inch Sheetmck) 2"x 4'Studs .... ........ SES Foam 0.5 lb Spray SES FOAM 0.5LBSPRAY JSELMG�EVV�LINSUIA110N SES 0.2 071812 ansulation on merar Side of Was) Baffle to p.icle air space between Thermal insulation and roof Bardee deck. (as required by 1.1 cod.) =ghee .o. o . . .... SES Foam 0.51b Spray o Vented Soffit N, here attic entry Is for the SES Foam a.5 lb Spray service of utilities only,thermal ancl ignIton bander an the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:MOOR/SOFFIT SES 05-3 ESR-3375 I Most WidayAccepted and Trusted Page 5 of Cit Sub600r SES Foam 0.51b Spray Heade :ee°vee; Eg;a;a? a7;Gf ;eLep Sill Joist Floor Cross Section \ Thermal Banner' Exterior Grad (as required by local code) 6'Min Footer_` Vapor Berner )•. _ I 'Where crawlspace entry is for me serice of utilities only,thermal and igniton banner on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CPAWLSPACE:VENTED SES 054 071812 Sub0oor Header SII Joist Thermal Barrier' B} (as required by Exterior local code) SES Foam 0.5 11b Spray F 8"Min Vapor Mer ':, 'i• `• //\///\///\ •Where crawlspace entry is for the service of utilities only,thermal and igniton banner on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVE D SES 05.5 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note:In Wk clmalm.embed malalmnnecWff" inepryloam to prerem wk-aram.conaeivauor,. SES Foam 0.5 lb Spray Roof Shamming Teas Top Cab/ Rafter Tbamal Bawler' (as required by local code) Nda:Leal building code may require Ne use of a per relercia "a cold climate... Ceiling I TRemlal Baha vyroro aWcermya Mtlw as required by local building coda. ami.of uNtiee only.Nermd and grace bards on Me aag aide dee syrey foam aurNce may be embed. SES FOAM 0.5 LB SPRAY UNWNTEDATLC/INSUIiTDRWFDECK SES0 071812 O° h ° ses Foam g.s m spay o o Wepedfied thickne . OHO Roof SeatMng 0000 ° °o°O 00000000000 Railer O 0000Mammal aas� requred by pode. O Nola:TM local building code may requlre ted Inatallslion of a vapor barna in cdd dimate roe. SES FOAM 0.5 LB SPRAY CATNEW CEILING SES B 7 071912 Information,,, Riverside Homes ob#: J180273 12276 San Jose Blvd.,Ste 120 OFFICE '' Jacksonville,FL 32233 Ik#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Jacksonville, FL 32256 jaxtruss@robs corp.com =�hF mod 1 Phone: (904) 268-8225 ' Fax: (904) 260-2981 eport and DATE 05/02/18 Del. Date: / / 233 Cover Sheet rust Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT I LEFT I MI LER RIGM LEF RIeW 2Pty 4.50 0.00 A01 44-0248 440248 2X4 2%8 00.0690 1 4.50 0.00 A02 H 4* N 248 2X42%4 069090 1 4.50 000 A03 44-0248 44-0248 2X42%4 07-09-08 1 4.60 0.00 A04 44-0248 44-0248 2X42X4 009090 ® 1 4.50 090 Me 4407-00 44-07-00 2X42X4 10-00.08 0 4.50 0.00 A03 4407-00 "47-00 2X42X4 10-00-08 1 4.50 8.00 A07 4407-00 44-07-00 2%42x4 1"0.08 1 4.50 8.00 Me 280500 290500 2x4 2x4 160608 1 4.50 0.00 801 22474 224740 2X42X4 0 013 ® 1 050 000 802 22-07-00 Tz-07-00 2X4 2X41 i I 05-01-13 ® 1 4.50 000 B03 22-07-00 22-07-00 2X42%4 074513 ® 9 4.50 0.00 804 22-07-00 22-07-00 2X42X4 w4s8 1 4.50 000 W1 21-10-00 21-10-00 2X42X4 010613 ® 1 2Pty 4.50 000 CO2 21-10-00 21-1600 2X42X6 0511-19 1 450 000 001 12 0 1241600 2X42X4 00-02-00 02-0745 8 4.50 000 E01 02-08-00 02-08002X42%4 01-1142 1 a00 800 E02 P-11-00 I 2]-1140 2X4 2X61 1 040613 1t0WEN EOs 2]-11-00 2]-11-002%42X4 00-01.13 CabL]ILI(1 1 E04 27-11-00 2]-11-002X42%4 0]-0513 1 am E05 2]-11-00 2]-11-00 2X42X4 08A8-08 1 EB 289800 ZBOB-002%42X41 EO] 20-0600 28418-002%42X4 08-0808 1 EOe 28-08-00 280800 2X42X4 0 8-08 1 E08 28-0800 28-0600 2X4 2X4 M08-00 Riverside Homes 12276 San Jose Blvd.,Ste 120 Job# J 180273 : Jacksonville,FL 32233 File#: (904)503-7055 fens Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE Jacksonville, FL 32256 jaxtruss@mbs-corp. Cary Rea.(Hatteras b mod) Phone: (904) 268-8225 ` Fax: (904) 260-2981 DATE 05/02/18 594 Coastal Oak Lance Del.Date: / / Atlantic beach, FL 32233 Cover Sheet rasa Leval: PROFILE GTT PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP 1 001 1 LLF1 I RIGHT LEFT RIGHT LEFT RIGHT I PIy 4,501 0.00 FRGOi 29-10-08 2&10-08 2%42X8 1090.08 1 4.50 0.00 Gal 25-08-00 2598-00 2%42X4 0398-02 1 450 0.00 G02 259840 2598-00 2%4 2X4 05.01-02 ® 1 CM 0.00 GO 25-08-00 2598-00 2X42X4 08-0692 ® 1 450 0.00 GUI 25-08-00 25-08-00 2X4 2X4 07-0042 ® 4 4.50 0.00 GO 25-08-00 25-08-00 2%4 2X4 06-0849 1 4.50 0.00 Hal 22-00-00 22-00.00 2%42X4 039613 ® 1 4.50 0.00 H02 22-00-00 22-00. 0500.1319 2 X 4 2 X 4 0513 b 10 4.50 0.00 J01 01-00-00 01-00.002X42X4 0"l- 5 2 4.50 0.00 JOIA 00-07-08 02-7-08 2X42X4 01-01-05 4 4.60 0.00 JO1B 01-00-00014)0-00 2X42X4 0141-05 r� 10 4.50 GM J02 03-0040 0300-00 2X42X4 02-01-13 2 4.50 0.00 JOB 02-07-00 02-0748 2X42X4 0241-13 4 4.50 0.00 J02C 03-00-00 03-00-00 2X42X4 01-10-05 B 4.50 0.00 J03 05-00-00 06-00-00 2X42X4 03-0613 1 4.50 000 J03A 05-00-00 0600-00 2X42X4 030513 2 4.50 000 JOB 04-07-00 04-0]-08 2X42X4 030513 10 4.50 000 J04 07-00-00 07-00-00 2X42X4 04-00.13 L/ 4 4.50 0.00 105 06-10-00 OB-10.00 2X42X4 04-08-00 L/ 1 4.50 0.00 J05A 06-10-00 06-10-00 2X42X4 040800 L 12 4.50 0.0 J058 00-05-08 08-05-08 2X42X4 0 08-08 3O.fiO 0.00 JOB 05-00-00 OS-00-00 2X42X4 02-07-05 2 3.18 0.00 J07 08-00-02 08-0902 2X42X4 0000-00 02-0&06 2 3.10 0.00 JOB 0]-0002 0]-0002 2X42X1 00-0000 02-07-02 Bu[(tler. .. . Riverside Homes Job Ill: J180273 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904) 503-7055 Salesman:Scot Bumey Designer: John Knight Manning Building Supplies PAGE 3 Job: ` Jacksonville, FL 32256 jaxtruss@mbs-corp.com Cury Res. (Hatteras b mod 1 Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 05/02/18 594 Coastal Oak Lance Del. Date: / / Atlantic beach, FL 32233 Cover Sheet Truss Level: PROFILE GTV PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB OIA HEIGHT PLV Toa 907 ID SPAN SPAN TOP I SOT I JeFr I wcHT LEFT aicnT LEFT BICNT 1 4 4 3.18 0.00 JOB OM741 0887-01 2X42%4 004X408 00.08-01 ..e</ 4 SAO 0.00 J10 00.10-01 00.10-01 2%42X4 00-0608 01-09-07 ® 1 3.18 0.00 J11 00.04-03 09-04-03 2X42X4 00-Dom 01-0611 1 3AG 0.00 J11A 06-09-14 08-09-14 2X42%4 00-00.08 04-09-11 1 3.18 am J12 OB-07-03 0807-03 2X42X4 00-Dom 0408-02 ® 1 3.18 0.00 .112A 00.00-14 084N0.14 2X42X4 000008 04-08-02 I� 1 8 450 0.00 J13 024040 0240-00 2X4 2X4H 01-0513 e 4 4.60 000 AM 01-08-00 Oi-08-00 2X42X4 01-05-13 e®® 4 4.60 0.0 J14 040040 04-00-00 2X4 2X4 02-0813 Hm 4 4.50 c J14A 03-0840 0348-00 2X42X4 02-0813 5 4.50 0.00 Jib 0400-00 04-00-00 2X42X4 02-0813 8 4.50 0.00 As 0506-00 05-05-00 2X4 2X4 030882 7 4.60 0.00 JIM 06-01-08 05-01-08 2X42X4 030813 12 4.50 0.00 J17 07404)0 0740.00 2X42X4 04-0813 1 4.60 0.00 J17A 07-00-00 07-00-DO 2X42X4 01-01-13 1 4.50 0.00 J17B 07-00-00 07-00.00 2X42X4 0100.13 1 2 3.10 0.00 J18 0SO4-14 05-04-14 2X42X4 1 004608 1 024608 2 3.18 0.00 J19 0S07-02 05-07-02 2X4 2flX4 00-0608 024807 .// 2 3.18 0.00 J20 07-04-03 07-04-03 2X42 00,0005 0307-08 �`l 2 3.18 0.00 J20A 0611-01 0&11-01 2X42 00.0005 0307-01 2 3.10 0.00 J21 07-07-03 07-07-03 2 X 4 2X4 00-0008 03-0613 �l 2 3.18 0.00 J21A 0702-01 07-02-01 2X4 2 00.0008 03-08-07 2 PN 4.80 0.00 K01 1500-00 1500.00 2 X 4 2 02-00.19 1 e W 000 P01 14-05-11 14-0511 2X4 2 01-02-06 Riverside Homes Job 0: J180273 12276 San Jose Blvd.,Ste 120 Jacksonville,FL 32233 File#: (804)503-7055 Salesman:Scot Bumey (8nS Designer: John Knight Manning Building Supplies PAGE 0 Jacksonville, FL 32256 jaxtruss@mbs-co Cury Res.(Hatteras b mod) Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 05/02/18 594 Coastal Oak Lance Del. Date: Atlantic beach,FL 32233 Cover Sheet Truss Level: PROFILE OTY PITCH BASE I OIA LUMBER OVERHANG CANTILEVER STUB OIA HEIGHT PLY1 TOP I BOr ID SPAN SPAN TOP BOT I LEFT R"T iE L RB;RT I LEFT I RIGHT 1 4 1 8.00 0.00 P02 14-05-11 14-05-11 2%42X4 0245-00 ® t 8.00 0.00 P03 14-05-11 14-05-11 2%42X4 0;.10`00 ® 4 8.00 0.00 POI 14-05-11 14-0511 2 X 4 2%4 0410.02 ® 1 0.00 0.00 P05 1444-05 14-0405 2X4 2 X4 0410`02 4PV 800 000 POB 14-02-09 14-02-09 2%42X4 0410`02 FLOOR QTY1 DEPTH BASE OIA END TYP INT BEARING CANTILEVER STUB PROFILE PLV ID SPAN SPAN LEFT RiGNr 31z£ wcnnON LEFT RIGHT LEFT RIGHT 01-08-00 POT21-01-00 1 I� 3 21-04-00 L� 01-00-00 0 F02 21-0315 21-03-15 FE 3 mPUG 0 W3 3 1941-08 10`11A0 01-0800 3 I F01 19-11-08 10.11-OB ® 014)000 3 I FOS 20-03-00 2003-00 ® 01-00-00 I C 3 F08 OS-10-00 05-10-OB 01-00-00 ® 1 FOGA, 05-10-00 05-10-00 01-0600 ® 2 FOB 05.10-08 05-10.08 E: 3 ® 0108-00 ] FO] OB-01-00 0601-00 ® 01 Fee 2 FOB FE 3 00-0 ]-10 %-10.08 01-0800 EM 3 LIL�VJ 3 FOB 07.1048 07-10-08 lTTTTI 01480D V 3 DL1_L1L 1 Fi0 0]-10-00 0]-10.00 ® 1 mEll 10 r 1 -OI 4H4H 001-00 ® Ot 1 31 61 F122 10-08-01 104)BW ® Ot-0&00 ter 5 FIG 08-0344 0896011 01-08-00 ® 1 114 0]-03-04 0]-0301 01-0400 ® 11 F15 0]-00-00 OA0000 Riverside Homes Job#: J180273 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney r8 IS Designer: John Knight Manning Building Supplies PAGE 5 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Cury Res.(Hatteras b mod) Phone: (904) 268-8225 ' Fax: (904) 260-2981 DATE 05/02/18 594 Coastal Oak Lance Del.Date: / / Atlantic beach,FL 32233 Cover Sheet Truss Level: eQTYPTH BASE O/A END TYP INTBEARING CANTILEVER STUB ID SPAN SPAN LEFT NIGHT SIZE LocanoN LEFT FIGHT LEFT RIGHT -09-00F16 02-07-08 02-0]-08 FE 31-0SOoF1] 040598 01-05-001-08-00FE 3 FG01 1411-08 td-11-081-00-00FG02 0&1008 09-10-08 00-00-08 FG0-00FEFG03 Oi10-00 05-10-00 3. ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 2 SS-HMTL WI.1 Ws 20'2.0E EwEdgew LVL- 18-0500 1 2 55-LMATL BM2-13N"x 20'2DE EwEdge^ LVL- OB-0OOo 1 Haw HGUS2662 14 Hanger HHUS48 14 Hanger H 28 2] Hanger THI 3 Hanger THACOB ��a. Client'. RIVERSIDE HOMES Dab: 18/ 52018 Page t d4 pbbj� Joan M esigner isDesigI�s try Addimaa: 594 COASTAL OAK tNIE(LOT 145 ABCC) JDob J1 0 Name: B02)9Mbt ATLANTIC BEACH,FL Pm1ed 0: J190273 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level FICE COPY 1 0 0 tSP 25P yy 17'5114' "311. 17'51/4' Member Information Reactions UNPATTERNED It,(Uplift) Type: Girder Application: Flo" Erg Live Dead Snow yNnd Const Plea'. 2 Uesgn Method: ASD 1 5082 2000 0 0 0 Mosere Condition: Dry Building COdie IBOr1RC 2015 2 4589 1901 D 0 0 Deflection LL: 490 Load Sharing: No Defeo ion TL 380 Deck: Not Checked Iro,damsy: Normal Tempemtuym: Tempe 100-F General Load Bearings Floor Lm: 40 PSF Bearing Length Cap. Read DAL lb Total W.Case Ld.Comb. plead: 15PSF 1-Bp 3.75P W% 2080/5082 7182 L DaL Cmstomsom 20 PSF 2-SP 5.750' 57% 1901/4589 6439 L DK Analysis Resok9 Analysis Actual Location Mimed Capacity Comb. Case Moment 28608 ftJb 8'59/18" 528113 ftJb 0.544(54%) D♦L L UMmoed 28606 X4b WS 9116" 28611 ft4b 1.000 D.L. L (100%) Shear 6569 to 15'4318" 133001b DAN(49%) DBL L LL Ded inh 0.253(NW) 8571/8" OA20(U4N) 0.600(60%)L L TL Defl moh 0.356(U565) 85718' 0.560 JWW) 0.840(154%)D+L L Design Notes 1 Fasten all pies beings max of 10d eo:nails(.12W')at m 12'ox.Maximum end dlstanm not b e8cxd 6'. 2 Rd"last page of mloular.m.I"faatenen moored for s,si loads 3 Glaciers art designed to be supported on the botlom edge only. 4 Top loads must be supported eoualy by all plea. 5 Top must be Iabrely bramtl at a maunum of 4'10118'os. 6 Lderal sleMemesa redo based on single ply wbm. ID Load Type Location Trib RSdth Side Dead 0.9 live 1 Snow 1.15 Wnd 1.6 Const.1.25 Comments 1 Uniform Near Fam 165 PLF 440 PLF 0 PLF D PLF 0 PLF F03 2 Pert Uniform 0-0 0.9-7-0 Fer Face 80 PLF 161 PLF D PLF D PLF D PLF F13 S Part Unb"m 9-74 to 12-1 D-0 Top 53 PLF 140 PLF 0 PLF D PLF O PLF F14 W VVe,ht 20 PLF NotesmemW m aW4 Namdabover 1. N--u fiulam SupNwe-TrWP P°1� ie s'^� 1SS FNIps PeMweY0.Erb�4 _ mMau. NMllq lbsYllatlan ^ 'O YMvwomer V6a B.M.NBA saso wYalba wuubl> "yWya e..m umgmrmmaw..i.m ww.vy behesuew.ob"Awareogs' m11eaR]a �m(s�ry1a��1� a.n�.meaL""s' Wm6r„' M�m.mam.ane esuuweNrn.m 1.Mame wu'vu .•ue.n�iwm , e'�Po�sb- ... morn e"eup.mmen.m.aaw"e Version 3840099 Posamd by,Strutt^' Client RIVERSIDE XOIAES Oats: NL2018 Page 2 of4 Pm1w Designer: Jahn Knight isDesign- Adddeaa: 594 COASTAL OAK LANE(LOT 115ABCC) Jab Name .1180273 0 ATLANTIC IEACN,FL Pmlect N: J180273 BM1 2.0E EverEdgeTM LVL 1.760" X 20.000" 2-Ply - PASSE Lave:L"'°' OFFICE COPY •i SP •2SP y y 17r51M 1311 ITS 1/4" Multi-Ply analysis Fasten all plies using 4 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6" apemy 83.5% dad 302.5 PLF reM Lima per Foot 362.2 PLF reld Llmit per Fastener 90.5 lb. d Mods N Edge Olsen¢ 112 Min.End OiNnce 3- mad Combination ML ura0on Faam r 1.Oo gra w pww napr aravw a mm^r Varmhamararrindo hassev 6L osoessresrnes c ®uautl Mn4r-rn�xmhage XaM111g6arWletlon ewMdivE NlyxdmeunM 1164 Ra% raury a— — said,wA mss re�"w-OMNn aaien�iWq wrm.Mm� �er� �vuemr�wv�mmmsgn� xwx.a'eyarM1aaraaoom.emcw �1PBPo3'v Warn, ,e My. --vv-amea �.a�°�a�x.um nrmam nlw.e Lumberar.r..-w.eane 1m n e me v en e�µummr ens macvn-a rt�m>p� version 18 M U9 Po and by Isvun^ law Client RIVERSIDE HOMES Date: 5(!41018 PaI9l Pmjed: Designer John Knight 0 isDesignw Md.: 594 COASTAL OAK IANE(LOT 145ABCC) Jab Name: J18D273 ATLANTIC BEACH,FL. Prgeeta: J180273 BM2 2.0E EverEdgem LVL 1.750" X 16.000" 2-Ply - PASSE OFFICE COPY R.. M dcz] 1 SP 25P Jr...fy 6.6.. I IJ 1? Member Information Reactions UNPATTERNED Ib(Uplift) type: Under Applwspn. Floor Br9 Live Dead Snow Wind COmt Plea'. 2 Desgn Meri ASD 1 390 1385 0 0 BD Moisture Condition: Dry Building Code: IBC0RC 2015 2 140 1292 0 0 917 Desna ion LL: 480 Load Sharing'. No Oini TL: 36D Deck: Not Chisdad Importance: Normal Tenderness: Temp a=100•F German Lead el8rings Floor Live: 4D PSF Bmining Leni Cap. Read DILb Total Ld.Case Ld.Comb. Dead: 15PSF 1-SP 3.500' 34% 1385/880 2366 Undem 40.76(1- .) Construction: 20 PSF 2-SP 3.W0" 32% 1292/916 U00 L D1 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3127Mb 3'215116" 43380 Who O.W2(71 DIC L Unbraced 3IVft4b 3'215116' 18672nJb 0.167(11%)D-C L Shear 11721b 1'65/0" 10640lb 0.110(11%) DaL L LL Dea inch BOOS 3'3" 0.152(U460) 0+040(4%) C L (U11W5) TL Dee Inch, DOI5(U4818) 33" 0.202(U%a) 0.070(7%) D-C L Desi n Notes 1 Fasten all pies using 3 mvs Of 104 Box nails(.120x3"1 912'o.c Maemum end dislenre not to exceed 6". 2 Rderto laat page d w miMons forfasteners mauired fm specified lWds. 3 CDnmrNeted load fastener speclflwsom is In addition to hanger fasteners R a hanger is Present. 4 Girders am designed to ho supported on the bottom edge only. 5 Top leads must m supported equal by all p'na. e Tap induced at losinOs. 7 Lateral slenderness Into bash an single ply wider ID Load Type Location Trill Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Commends 1 Um. Top 125 PLY 011 0PLF OPLF 011 S'NWLL 2 Undorm Top 240 PLF 0 PLF 0 PLF 0 PLF 282 PLF ON 3 Ung. 1O0 Near Face 15 FBF 40 PSF 0 PSF 0 PSF 0 PSF 4 Pard 0-51 Far Few 101 lb 270 lb 0 t 0 l OIs FIB Sep Visighl 16 PLF Name wmrea MpWfepigarruarympsam Manufacturer lmo Mesns aWFM Somas-I—OrYui "ISS Fnwu same,or E.Flatle carom prynm MwM.�µuiW Hamlinp&mailmen siim V.byeemouaar USP Be..,se"ef se VM 9325 'esessW d.7w. �n9:aMie'mmemYm nim ��imm..��ry uwx.eeYalhemiw.oaNevarN'N' 9DL296BII5 eMe�non.m- =& M1u a m uvnpn wYa.. r11r3fa11y1r� LumMr pWn nru�.rm es—noun—sera 'Yrs wti� Version 1840 W9 osee"E W 6imet^e Tne w Client RNERSIDE HOMES Dem: 512/2018 P%e4d4 ISD/gyp K� proxi Designer John Knight 4JI311~ Addreaa: 594 COASTAL OAK"NE(LOT 145 ABCC) Job Name: J180273 0 ATLANTIC WF 011.FL. Pmleda: J180273 BM2 2.0E EverEdge12" LVL 1.760" X 16.000" 2-Ply - PASSE Leal:Le.d OFFICE COPY 1 SP 2 SP .} g•6' 91IT 8'8' Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3••)at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" ap•tily 10.1% oed 27.5 PLF WideLimit per Fool 271.8 PUFFd,Limit per Flattener 91D.5 lb. im Made N Ed,Dixi 11/2' Al..EM Deumx, T Dad Combination D+L uratan Fedor i.DD Concentrated Load Fasten at concentrated side load at 0-54 with a minimum of(3)-10d Box nails(1280••)in the pattern shown. Min/Max fastener distances for Concentrated Side Loads apadty 58.3% Min.3"— Min. 11/4" Load 185.51b. real YeM Llma 271.6 lb. C, 0.9898 1 1/2' a Ale field Limit per Faaleoer 80.514. O 0 dd Made IV Mn., 1/4" an combination D+L Duration Facts 1 00 Win.3' Mn.5"d Mn.3' Mex.12" Mex. 2"—] Notam.md Fn,r mn wm.vm.won Meow m.sr Me YanM&Yene 5u4pbe.rruxa 0'm Cpm arywrwmx+m. Norman,a matallmon e.wm'" 111'3 FNIµF.Mw.r ae Fbnde Small iaw �"•roaW vee,a""x emnna�e rcm x mvam�rq prlm�ue mmmn� xwx.wwamuear—ne'and, e043U814 �l�glplIyypp�l� a dZ..a... ��6FYRICQ orae. m°.""w a..••.p�n'ia rv,..m.. 1.pw...e wa:"ora."e..i�e w+.w.w. .aa"m..aa..a fi•....b..1 o•."mw. M.�s,,...e� V non 1840199 Povrered by'SbuaT• �S CERTIFICATE OF OCCUPANCY r, 'J PERMANENT r��7;ilDP' Issue Date: 05/21/2019 RE Number: 169505 2020 Address: 594 COASTAL OAK LN Zoning: SPA Owner: CU RY JAMES Contractor: RIVERSIDE HOMES OF N FL 12276 SAN JOSE BOULEVARD#120 JACKSONVILLE, FL 32223 Permit Number: RES18-0179 Description of Work: NEW SINGLE-FAMILY HOME Construction Type: VB Occupancy Type: DETACHED SINGLE-FAMILY DWELLING Approved: Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL