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1735 MARITIME OAK DR NEW RES PERM RESIDENTIAL PERMIT PERMIT NUMBER ' RES19-0044 CITY OF ATLANTIC BEACH yr 800 SEMINOLE ROAD ISSUED: ATLANTIC BEACH. FL 32233 EXPIRES: MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. TOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: MARITIME OAK DR RESIDENTIAL NEW SINGLE 1735 MARITIME OAK DR - $429530.40 FAMILY RESIDENCE NEW HOME TYPE OF ZONING: : • • • • GROUP: 169505 1785 ATLANTIC BEACH COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: Riverside Homes of North 12276 San Jose Blvd #120 JACKSONVILLE FL 32223 Florida • ADDRESS: RUNQUIST ERIC WILLIAM 9 WELTJE RD LONDON W6 9TG UNITED KINGDOM WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES F INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. Issued Date: 1 of 3 Lumber desio - valoVs are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek`IR OFFICE COSY RE: J1 80954-F - Runquist Residence MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Runquist Residence Model: LJM lan icWeach Country Club Lot/Block: Subdivision: Address: 1735 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Floyd S. Simpson License #: 50791 Address: 11481 Old St Augustine Rd#202 City: Jacksonville State: FL General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MITek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 113 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. I Seal# Truss Name I Date No. I Seal# Truss Name I Date 1 T15836761 F01 112/17/18118 715836778 A01 12/17/18 o o_ 21IT15836762IF02 112/17/18119 1 715836779 1 A02 112/17/18CJ u o E P ►" u, 13 I T15836763 I F03 112/17/18120 1 T15836780 1 A03 112/17/18 iz S W 4 IT15836764IF04 112/17/18121 1 T1 58367811 B01 N12J17/18 I E t E 5 T15836765 F05 112/17/18122 T15836782 B02 i d m o 715836766 F06 112/17/18123 T15836783 B03 i d A o o 17 T 15836767 F07 112/17/18124 715836784 B04 L T15836768 F08 12/17/18 25 T15836785 B05 1 T15836769 F09 112/17/18126 T15836786 B06 Al2/1 a E m O a y- o 10 T15836770 F10 12/17/18 27 T15836787 B07 ` 11 I T15836771 F11 112/17/18128 T15836788 B08 ; n o c' m 112 I T15836772 F12 112/17/18129 1 T158367891 B09 ' t n v a � r— p 113 I T15836773 FG01 112/17/18130 1 T158367901 B10 o CD z ?°` z D:W 114 1 T15836774 J FG02 1 12/17/18 131 I T15836791 I B11 12/17/18ti 5 5 a z H 15 T15836775 FG03 112/17/18132 T1B 5836792 12 12/17/18 I o r CL Z 116 1 T158367761 FG04 112/17/18133 1 T158367931 B13 12/17/18 0 a" R a 117 1 T15836777 1 FG06 112/17/18134 1 T1 58367941 B14 12/17/18 1m a .r J m a 5 0 $ ❑ m i The truss drawing(s)referenced above have been prepared by MITek USA, Inc. under my direct supervision based on the parameters Provided by Manning Building Supplies. .N Truss Design Engineer's Name: Albani, Thomas 39380 My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification =-o ' that the engineer named is licensed in the jurisdictions) '.identified and that the �- W O , STATE OF 44/ designs comply with ANSI/TPI 1. These designs are based upon parameters .� .�'•, p �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,�� O R 1'Dgiv fileen to referen'ce purpose only,anect dewas not ific otakenlon included is into account inor MiTek's the preparation of 'SS�0 N A'�����, these designs. MITek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Albani,Thomas 1 of 2 1 - RE: J1 80954-F - Runquist Residence Site Information: Customer Info: Riverside Homes Project Name: Runquist Residence Model: Lot 98 Atlantic Beach Country Club Lot/Block: Subdivision: Address: 1735 Maritime Oak Dr City: Atlantic Beach State: FL No. I Seal# ITrussNamelDate iNo. I Seal# I Truss Name Date 35 1 T15836795 1 B15 112/17/18178 IT15836838IJ15 112/17/181 136 I T15836796 I B16 112/17/18179 I T15836839 I J16 112/17/18 137 1 T1 583679711317 112/17/18180 I T15836840 I J17 112/17/18 138 I T15836798 I B18 112-/17/18181 I T15836841 I J18 112/17/18 139 1 T15836799 1 619 112/17/18182 I T15836842 I J19 112/17/18 140 1 T15836800 1 C01 112/17/18183 I T15836843 I J20 112/17/18 141 1 T15836801 1 CO2 112/17/18184 I T15836844 I J21 112/17/18 142 1 T15836802 1 CO3 112/17/18185 I T15836845 I J22 112/17/18 143 1 T15836803 1 D01 112/17/18186 I T15836846 I J23 112/17/18 144 1 T15836804 1 D02 112/17/18187 I T15836847 I J24 112/17/18 145 1 T15836805 1 D03 112/17/18188 I T15836848 I J25 112/17/18 146 1 T15836806 1 D04 112/17/18189 I T15836849 I J26 112/17/18 147 1 T1 5836807 1 D05 112/17/18190 I T15836850 I J27 112/17/18 148 1 T15836808 1 E01 112/17/18191 I T15836851 I J28 112/17/18 149 1 T15836809 1 E02 112/17/18192 I T15836852 I J29 112/17/18 150 1 T1 6836810 1 E03 112/17/18193 I T15836853 I J30 112/17/18 151 I T15836811 J E04 112/17/18194 I T15836854 I J31 112/17/18 152 1 T1 5836812 1 E05 112/17/18195 I T15836855 I J32 112/17/18 153 1 T1 5836813 1 E06 112/17/18196 I T15836856 I J33 112/17/18 154 1 T15836814 1 E07 112/17/18197 I T15836857 I J33A 112/17/18 155 1 T15836815 1 G01 112/17/18198 I T15836858 I J34 112/17/18 156 1 T15836816(G02 112/17/18199 I T15836859 I J35 112/17/18 157 1 T1 5836817 1 H01 112/17/181100 I T15836860 I J36 112/17/18 158 1 T1 5836818 1 H02 112-/17/181101 I T15836861 I J37 112/17/18 159 1 T15836819 1 H03 112/17/181102 I T15836862 I J38 112/17/18 160 1 T15836820 1 H04 112/17/181103 I T15836863 I J39 112/17/18 161 1 T15836821 1 H05 112/17/181104 I T15836864 I J40 112/17/18 162 1 T15836822 1 H06 112/17/181105 I T15836865 I J41 112/17/18 163 I T15836823 I J01 112/17/181106 I T15836866 I J42 112/17/18 164 I T15836824 I J02 112/17/181107 I T15836867 I J43 112/17/18 165 I T15836825 I J03 112/17/181108 I T15836868 I J44 112/17/18 166 I T15836826 I J04 112/17/181109 I T15836869 I J45 112/17/18 167 I T15836827 I J05 112117/181110 1 T15836870 1 K01 112/17/18 168 I T15836828 I J06 112/17/181111 1 T15836871 1 K02 112/17/18 169 I T15836829 I J07 112/17/181112 1 T15836872 1 K03 112/17/18 170 I T15836830 I J07A 112/17/181113 1 T15836873 1 K04 112/17/18 171 I T15836831 I J08 112/17/18 172 I T15836832 I J09 112/17/18 173 I T15836833 I J 10 112/17/18 174 I T15836834 I J 11 12/17/18 175 I T15836835 I J12 112/17/18 176 IT15836836IJ13 112/17/18 177 IT15836837IJ14 112/17/18 2of2 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1735 Maritime Oak Drive Permit Number: F�\, Legal Description Lot 98 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E .22 Parcel # 169505-1785 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 758,975 Proposed Work heated/cooled 3536 non-heated/cooled 624 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro o sed structure(s)((circle one): Commercial esinti de If an existing structure,is a fire sprinkler system installed?(Circle one). No C/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Eric&Amanda Runquist Address: 1735 Maritime Oak Drive City Atlantic Beach State FL Zip 32233 Phone 904-503-7055 E-Mail or Fax(Optional)lbishop@yriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida, Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC1254135 Architect Name&Phone# Michael Stauffer 904-471-2552 Engineer's Name&Phone#Hulsberg 904-886-2401 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 wall be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_perrod of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces, Boilers,Heaters, Tanks and Air Conditioners,eta 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. I herebycertify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances overning this ty e ofwork will be complied with whether speci ted in or not. a granting of a permit does not presume to give authority to violate or cancel the provisions of-any other federal,state, or I law regulatin o v ction o he pe ormance of construction. Signature of Owner Signature of Contractor Print Name �GYi C" J,,,n Print NameIt ..s�.................................................. ......flu,�r►e�........................ 1 ..................................................... Sworn to and subscribed before me Sworn to and subscribed before me this Day of ;;rja —2011 this Day of W,`*it,t,< .20 Flit . NoPublic No Pub 1c Revised 01.26.10 LINDSEYM. BISHOP « LNotaryPublic-State of Florida �ission# FF 946204 <�p "�e' LINDSEY M. BISHOP m. Expires Jan 19, 2020 _'�.• ".°"; Notary Public State of Florida • ' Commission # FF 946204 "% OFF qq,;� My Comm. Expires Jan 19,2020 SITE PLAN LOT 98 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. ." 20 "°g GRAPHIC SCALE Fr FacN FARx a c"R"¢ro aA«a moll a<wAv ANO is err FROM PFR"�nNSR nDOR SOD BREAKDOWN mrAB suiuo FACE MPdiaN TO BAD(a-OF WAY;E-T C-/SouelE-FRae DEVATxN uusr aE 24• 30 0 15 30 LOM 1.-CH 1 1 Nax-RaOMus-T,ry.M.-M r"nO sNHL ae 1O FFET FROM 'VI0�QiuDE TOTAL LOT AREA 9,600 Sq.Ft. _1 OR.,.I Fux TO 8-a R11T OF*Al R TO CURB 1,080 Sq.Ft GROSS SOD AREA 10,880 Sq.Ft DEDUCTIONS > COMMUNITY D EU E LO P M E NT FOUNDATION SLAB 3,355 .Ft. DRIVEWAY 1,052 S.Ft ( IN FEET LEAD WL 185 Sq.Ft 1 inch = 30 ft. SIDEWALK AREA 0 Sq Ft. APPROVED INA PAD(S)k GARAGE 0 Ft SERVICE DOOR SLAB Sq' WATER/CONSERVATION 0 Sq.Ft DENOTES PROPOSED CONCRETE TOTAL DEDUCTIONS 4,590 Scl.Ft. ® DENOTES PROPOSED PAVERS \ NEr SDD AREA 6,090 Sq.Ft. MPERVIOUS COVERAGE 11.2 IMPERVIOUS Sq.FL LOT Sq.FL x 4,788 Sq.Ft 9,800 Sq.Ft 49.7x BUILDING COVERAGE COVERED Sq.FL LOT 3,322 Sq. Sq.Ft x 9g FL 9,eoo 54 FL 34.ex ti u.e>' rL0• 14,87' 10.1 ds \\ xar� n Liar C,�,�'S '`�� Aad �'`)' • •Y°`��'(`'Hp,r�� � y �QIo APop .' bIS� �•M ; . \ / 10.3 9.D /l x,66'( F,77 •'�§Gi: O G J P ST�\ 0 S.arLGI 0' GtGp.R M1 s'm g!'b 11.BT (100 P. ,r7� 10.00' / \ ,�o 9.5 11.24' g� V \ ff ❑Q DENOTES CHEMICAL TOILET i- DENOTES FUTURE 4" TREE &7 'v.\ GFNFRAI NOTES: \ \f 1.BEARINGS ARE BASED ON THE CENTERUNE OF MARITIME OAK DRIVE AS BONG N38'2SO4*W. 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0408H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.EM.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.A.M. INFORMATION AND OEUNEATIONS ON THIS STE 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 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 HAVE)19811. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS STE PLAN. B.ADDITIONS,DELETIONS AND/DR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED t AND IS NOT AUTHORIZED BY THE SCNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-3O OR SMALLER. 8.ENTRIES k 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, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENVIRONMENTALLY SENSITIVE \ AREAS,WILD FE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY, BOARD,AND COMMISSION OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES. 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEA REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17+THS IS NOT A BOUNDARY SURVEY. 18.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PUNS. THEY ARE SHOWN FOR INFORMATIONAL 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 2x LINE TABLE 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 M THE PORTION OF THE SIDEWALK WHICH TRANSVERSES LINE DIRECTON LENGTH 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 Li(P) N3823'04'W 80.00 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. L2(P) S387YD4'E sa.00 20.A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION A: REVISED STE PLAN-MOVE HOUSE(1/22/19)(DING) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO.-RIVERSIDE HOMES -_may HARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS Pic] 1601 COUNTY ROAD 315 SUM NO. 108 (604 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904 284-2258 CERTIFICATE OF AUTHORIZATION LB #69 1 COPYRIGHT © 2018 `�� mio uaa eau wx.�T NOTATION: F.I.R.M.FLOOD ZONE ( / ' "I HEREBY CERTIFY, that this survey graphically represents The aurvey hereon was made without benefit of abstract or W/ELEVATION: X(N/A) ,�,•,_= a�`.^"'",,.,,,�,,,m,. 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 Information PANEL NO.: 120077 0406H 8/3/13 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 lines,overlaps, FB/PG: -_mo r"; ,•,,, 5,1-17 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 matter.which may appear in the abalract,or search SCALE: N/A N/A This survey Is prepared and certified for the exclusive use of 10/31/18 1'=30' 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.: �JREVII�10NN/A the original raised are of a Florida licensedthe surveyor and 13CT No.:093 THOMAS P. HUGHES, P.L.S. mapper.STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: JC CHECKED BY: DING SHEET 1 o I& a Job Truss Truss Type Ory Ply Rurquist Residence 715836761 J180954-F F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 a Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:17 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-cbdx?gPhgQGtUlj3HOTIr9J9VHYGfRCk209uMoy81 xe 0.48 0-48 Scale=1:35.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 7 38 0 v5 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x6 FP= 3x3= 20-11-8 20.11-8 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[37:0-1-8,0-0-121,[38:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) I 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 19 1 1 BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:97 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. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 20-11-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22, 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 3-1 Old(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTsk USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1GVWO15 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.seeANSVIPII Quality Criteria.DSB-49 and III BuldYp Component 6904 Parke East Blvd. kAety bdomrallonavailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence T15836762 J180954-F F02 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:18 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-4nAJC00Jaj8k6Sl Fr7?_ONsDTgIKOoWtHguSvEy81 xd 0.1-8 H I 1-3-0 , , 2-5-8 0� Scsl1 9=1:35.3 5x5= 3x5= 5x5= 1.5x4= 4x4= 3x5= 3x4= 1.5x4 II 1.5x4 II 3x4= 3x6 FP= 4x4= 1.50= 1 2 3 4 5 6 7 8 9 10 11 25 ff 26 c r4 23 22 21 20 19 1B 17 18 15 14 13 3x3= 5x5= 4x4= 3x8 MT20HS FP= 3x4= 3x4= 3x3= 1.5x4 11 4x4= 5x5= 3x3= 1.5x4 11 3x3= 20-11-8 20-11-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[11:0-1-8,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[25:0-1-8,0-0-12],[26:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.28 18-19 >902 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.37 18-19 >669 360 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/TP12014 Matrix-SH Weight:113 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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. (lb/size) 24=1133/0-5-8,12=113310-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1128/0,11-12=-1128/0,1-2=-1028/0,2-3=2590/0,3-4=-3660/0,4-5=-4244/0, 5-6---4244/0,6-7=-4244/0,7-9=-3660/0,9-10=-2590/0,10-11=-1028/0 BOT CHORD 22-23=0/1939,21-22=0/3251,19-21=0/3251,18-19=0/4029,17-18=0/4244,16-17=0/4029, 15-16=0/3251,14-15=0/3251,13-14=0/1939 WEBS 1-23=0/1414,2-23=-1355/0,2-22=0/968,3-22=-956/0,3-19=0/593,4-19=-548/0, 4-18=-117!702,5-18=-369/0,11-13=0/1414,10-13=-1355/0,10-14=0/968,9-14=-956/0, 9-16=0/593,7-16=-548/0,7-17=-117/702,6-17=-369/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates 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. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Bled.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND MICLUDED M?EK REFERANCE PAGE 11411-7473 rev.10/03W15 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.seeANSl/ I QuoRy CAtvida,DSB49 and BCSI Bulding Component 6904 Parke East Blvd. 509ty Informallonovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 s Job Truss Truss Type Qty Ply Runquist Residence 715836763 J180954-F F03 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:19 2018 Page 1 ID:85tbaXaZpSgJ5BmprdHYWWa-Y6chOMOyLIGbkctRPgWDxaOQW46M7FkOWKe?Rhy8lxc 0-1.8 Hl 1-3-0 2-1-0 Scale=1:34.3 5x5= 3x5= 1.5x4= 4x4= 3x5= 1.5x4 II 1.5x4 II 3x6 FP= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 25 c 23 22 21 20 19 18 17 16 15 14 13 12 5x5= 4x4= 3x8 MT20HS FP= 1.5x4 11 4x4= 5x5= 1.5x4 11 20.7-0 20.7-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8I,[11:0-3-0,Edge],[25:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.25 17-18 >988 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.34 17-18 >718 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.07 12 n/a rVa BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:112 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 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) 24=1112/0-5-8,12=1118/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1107/0,11-12=-1112/0,1-2=-1007/0,2-3=-2532/0,3-4=-3564/0,4-5=-4098/0, 5-6=-4098/0,6-7=-4098/0,7-9=-3564/0,9-10=-2533/0,10-11=-1006/0 BOT CHORD 22-23=0/1900,21-22=0/3173,19-21=0/3173,18-19=0/3915,17-18=0/4098,16-17=0/3915, 15-16=0/3172,14-15=0/3172,13-14=0/1902 WEBS 1-23=0/1386,2-23=-1327/0,2-22=0/939,3-22=-928/0,3-19=0/567,4-19=-522/0, 4-18=-139/634,5-18=-329/17,11-13=0/1423,10-13=-1332/0,10-14=0/93819-14=-92610, 9-16=0/567,7-16=-522/0,7-17=-139/634,6-17=-329/17 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. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 NI Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE M/-7473 rev.1d0Y2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lek- is always 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,seeANSVrP11 Quality CrIteft,DS6-89 and BC31 SuldYp Component 6904 Parke East Blvd. Safety krformaMagvailable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 4W • Job Truss Truss Type City Ply Rtmquist Residence T15836764 J180954-F F04 Floor 1 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:21 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-UMsRg1 SCteXJzw1 qW FYh07UkAuo5bCeJze76VZy81 xa 0-1-8 H 113 r 2-6.0 Ou8 Scale=1:22.2 3x5= 1.5x4= 1.5x4 11 4x7= 1 2 3 4 5 6 7 7 0 ro 15 14 13 12 11 10 9 8 4x4= 1.5x4 11 1.5x4 11 4x4= 1.5x4 II 1-6 0 4-0-0 9-6-0 12-0-0 13-6-0 1. 06 2-6-0 5-6-0 2.6-0 1-6-0 Plate Offsets(X,Y)-- [7:0-3-0,Edge],[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.12 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.14 11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:74 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 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) 16=722/0-5-8,8=729/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-718/0,7-8=-724/0,1-2=-619/0,2-3=-1436/0,3-4=-1716/0,4-5=-1716/0,5-6=-1433/0,6-7=-619/0 BOT CHORD 14-15=0/1157,13-14=0/1716,12-13=0/1716,11-12=0/1716,10-11=0/1716,9-10=0/1160 WEBS 7-9=0/875,1-15=0/850,6-9=-805/0,2-15=-800/0,6-10=0/408,2-14=0/426,5-10=-548/0,3-14=-533/0, 5-11=-13/386 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Me-7473 rev.16032015 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,seeANSVIPII Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety tnformallanavailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836765 J180954-F F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:22 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-yYQg2NTgeyfAb4cO4z3wYDOxTI EOKi7TClsf2Oy81 xZ 1-3-0 1-1-8 1 axe= 2 3x3= 3 3x3 11 Scale=1:10.2 99 DOC 3x3= 6 5 4 3x3 11 3x8= 4.1-8 4-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 j Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:27 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-8 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=213/Mechanical,4=213/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-261/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 rev.161132015 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,seeANSVTP11 Quality Cdfeda,DSB-69 and SCSI&Adhg Component 6904 Parke East Blvd. Safety Infoeoatlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836766 J180954-F F06 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:24 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-vxYaT3U4AZvugNIPCO50ee61m5doZilfcLm6uy81 XX 1-3-0 i 1.11-0 r 3x6 11 4x7 11 6x6= 3x6 I Scale=1:11.7 1 2 3 4 8 1.5x4= 3x6 = 3x3= 7 6 3x6= 6-2-0 6-2-0 Plate Offsets(X,Y)-- [8:0-1-8,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.02 5-6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:45 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=1038/Mechanical,5=1017/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-258/0,2-3=-1066/0 BOT CHORD 6-7=0/928,5-6=0/1172 WEBS 2-7=-1283/0,3-5=-1378/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-7=-10,1-4=-341 2)Dead:Lumberincrease=1.00,Platelncrease=1.00 Uniform Loads(plf) Vert:5-7=-10,1-4=-341 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M#-7473 rev.f M/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallonavoilable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r � Job Truss Truss Type Qty Ply Runquist Residence 715836767 J180954-F F07 Floor 1 1 Jab Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:25 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-N75ygPVi xt 1 ISXKbl5ddAreRgVBEXy4vuG5JeKy81 xW 0-1-8 H1-3-0 2-0.8 Scale=1:20.8 5x5= 1.5x4= 5x5= 3x3= 3x3= 4x10= 3x3 11 1 2 3 4 5 6 3 0 ro 11 10 9 a7 4x4= 6x6= 3x4= 3x3= 4x4= 4x7= 12-6.8 12-6-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:Edge,0-1-8],[12:Edge,0-1-8],[13:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.04 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.12 9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-SH Weight:69 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 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) 12=1461/0-5-8,7=1475/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1455/0,1-2=-1228/0,2-3=-2807/0,3-4=-3237/0,4-5=-2602/0 BOT CHORD 10-11=0/2318,9-10=0/3273,8-9=0/3182,7-8=0/1992 WEBS 1-11=0/1683,2-11=-1620/0,2-10=0/727,3-10=-692/0,4-8=-863/0,5-8=0/907,5-7=-2359/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-6=-230 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-6=-230 Thomas A.Albani PE No.39380 61iTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MM-7473 rev.IGV32015 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,seeAN3011311 Dually Criteria,DSB49 and 11CSI Buldho Componew 6904 Parke East Blvd. Safety Infonnallariavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence 715836768 J180954-F F08 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:27 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-J W Dj55XzTUHThrU_tW f5FGkolJt8?wJCLaaQj Dy81 xU 0-1-8 H1I__3.0 ——I 2-3-0 Scale=1:21.4 3x4= 1.5x4= 3x6 1 2 3 4 5 6 5 rE 13 12 11 10 9 B 3x5= 1.5x4 II 1.5x4 II 3x5= 1-8 0 mop 0 9-0-0 11-6-0 13-0-0 2-6. 1.6.0 0 5.0-0 2-6-0 Plate Offsets(X,Y)— [15:0-1-8,0-0-12) 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 0.41 Vert(LL) -0.09 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:70 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 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) 14=695/0-5-8,7=701/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-690/0,6-7=-696/0,1-2=-593/0,2-3=-1357/0,3-4=-1601/0,4-5=-1358/0.5-6=-591/0 BOT CHORD 12-13=0/1108,11-12=0/1601,10-11=0/1601,9-10=0/1601,8-9=0/1109 WEBS 6-8=0/836,1-13=0/813,5-8=-770/0,2-13=-765/0,5-9=0/383,2-12=0/383,4-9=-467/0,3-12=-467/0 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.161732015 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,seeANXMII GualMy,CA rh3.DS6-89 and BCSI Building Component 6904 Parke East Blvd. Sabty Irlfonnatiorlavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 „r Job Truss TMtss Type Qty Ply Runquist Residence 715836769 J180954-F F09 Floor Supported Gable 1 1 Job Reference(optional) Manniing Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:28 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-nin51 RXbEoPJJ?3ARDAKoUG2ii InkaxLaEJ_Fty81 xT ON8 Scale=1:21.1 3x3 11 1 2 3 4 5 6 7 8 9 10 11 23 0 m 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3 11 12-9-0 12.9-0 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[23:0-1-8,0-0-121 LOADING(psf) SPACING- 2-” CSI. DEFL. in (loc) Udefl Ud 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 0.02 Vert(CT) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:62 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 12-9-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mill-7173 rev.IM312015 BEFORE USE. Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 DualMy Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformalbnovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r y Job Truss Thus Type Qty Ply Runquist Residence 715836770 J180954-F F10 Floor Supported Gable 2 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:29 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYWWa-FuLTWmYD?6XAx8eM_xhZLhpDW6e9TtBVpu3Xn6y81 xS 0-k8 0-k8 Scale=1:40.1 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 42 0 m 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x3= 3x6 FP= 3x3= 24-0-0 24-0-0 Plate Offsets(X,Y)— [1:Edge,0-0-121,[41:0-1-8,0-0-121,[42:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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) rVa - n/a 999 BCLL 0.0 Rep Stress Incr YES W13 0.02 Horz(CT) 0.00 21 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-R Weight: 110 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 24-0-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 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 3-1 Did(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verfy design penmeters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.I awmI 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 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,seeANSViPII Quality Cdteda,DSB-89 and ICSI Iwdtng Component 6904 Parke East Blvd. Safety tnilo matbnavaiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence 715836771 J1 80954-F F11 Floor 8 1 Job Reference Tonal Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:31 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-CHTDxSaTWjnuASol6Mj2O6uTKwDOxgbnGCYes_yB1 xO 0-1-8 H 1r r 2-1-0FOS 0-1 8 le=1:41.2 5x5= 5x5= 5x5= 1.5x4= 5x5= 5x5= 3x3= 3x3= 1.50 II 3x3= 3x8 FP= 5x5= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 30 31 0 I� d 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 6x6= 6x6= 6x6= 3x6 FP= 4x7 II 4x7 II 6x6= 6x6= 6x6= 4x7 II 3x6 FP= 13.7-8 24-0-0 13.7-8 10-4-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[12:0-1-8,Edge],[21:0-3-0,Edge],[30:0-1-8,0-0-12],[31:0-1-8,0121 LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.37 21 >763 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.51 21-22 >554 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 13 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight: 163 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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) 29=1300/0-5-8,13=1300/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29---1287/0,12-13=-1287/0,1-2=-1244/0,2-3=-3187/0,3-4=-4645/0,4-5=-5500/0, 5-6=-5838/0,6-7=-5832/0,7-8=-5497/0,8-10=-4645/0,10-11=-3187/0,11-12=-1244/0 BOT CHORD 27-28=0/2353,26-27=0/4054,24-26=0/4054,23-24=0/5194,22-23=0/5838,21-22=0/5838, 20-21=0/5813,19-20=0/5813,18-19=0/5198,16-18=0/4053,15-16=0/4053, 14-15=0/2354 WEBS 1-28=0/1673,2-28=-1609/0,2-27=0/1209,3-27=-1226/0,3-24=0/835,4-24=-797/0, 4-23=0/562,5-23=-838/84,5-22=-266/395,12-14=0/1673,11-14=-1609/0,11-15=0/1208, 10-15=-1225/0,10-18=0/837,8-18=-802/0,8-19=0/490,7-19=-468/0,7-20=-207/348, 7-21=511/679 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 A1iTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.1"&2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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,seeMSVIMI Quality Criteria,DSB-89 and BCSI BuSding Component 6904 Parke East Blvd. Safety lnf irmaliklrravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 4A Job Truss Truss Type Qty Ply Runquist Residence 715836772 J180954-F F12 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:32 2018 Page 1 ID:851baXaZpSgJ5Bmprd_HYWW a-gT1 c8ob6HOvIocMxg3FHyKRePKaRg7mxvsHBORy81 xP 13 1 2-0-0 �"_B 0-k8 Scale=1:40.3 1.5x4 11 5x5= 5x5= 6x6= 5x5= 5x5= 3x3= 3x3= 3x4- 3x3= 34 FP= 5x5= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 29 O m m r� d 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 6x6= 6x6= 3x6 FP= 4x7 11 6x6= 8x6= 6x8= 4x7 II 3x8 FP= 23-8-8 23.8-8 Plate Offsets(X,Y)-- [1:Edge,0-18],[12:0-1-8,Edge],[29:0-18,0-0-12] LOADING (psf) SPACING- 2-M CSI- DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.36 20 >792 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(CT) -0.49 20 >576 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 13 n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 161 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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) 28=1290/Mechanical,13=1284/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-1275/0,12-13=-1271/0,1-2=-1225/0,2-3=-3141/0,3-4=-4565/0,4-5=-5391/0, 5-6=-5704/0,6-7=-5700/0,7-8=-5397/0,8-10=-4563/0,10-11=-3140/0,11-12=-1228/0 BOT CHORD 26-27=0/2323,25-26=0/3990,23-25=0/3990,22-23=0/5101,21-22=0/5704,20-21=0/5704, 19-20--0/5659,18-19=0/5106,16-18=0/3991,15-16=0/3991,14-15=0/2322 WEBS 1-27=0/1694,2-27=-1592/0,2-26=0/1186,3-26=-1201/0,3-23=0/814,4-23=-777/0, 4-22=0/544,5-22=-8131111,5-21=-273/376,12-14=0/1650,11-14---1587/0, 11-15=0/1186,10-15=-1203/0,10-18=0/810,8-18=-787/0,8-19=0/461,7-19=-591/17, 7-20=-294/541 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Atil 3 rev.1atl320r5 BEFORE USE. ea— �- 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,seeANSUVII Quality Criteria,DS6-89 and BCSI BuldYp Component 6904 Parke East Blvd. Safety Irdormallonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Pty Runquist Residence T15836773 J180954-F FG01 FLOOR GIRDER 2 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:33 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-Bga_MBbk2K 1 cPmx8Dnm W VX_gejtCPa74kW t kxty8l xO 1-3.0 0-8-8 2-4-8 1-4-0 —� �� Scale=1:34.3 5x5=1.5x4 11 1.5x4 11 4x4= 1 2 3 4 5 6 7 8 9 10 qq '4 19 18 17 16 15 14 13 12 11 2x4 11 8x8= 40= 3x5= 2x4 II 1-6-8 4-0 8 6 6 8 9 0 8 11-6 8 13 7-12 16 3-12 19 0 8 20 7-0 1-6-8 2-6-0 2.6-0 2.8 0 2-6 0 2-1-4 2-8-0 2-8-12 1-6 8 Plate Offsets(X,Y)— [6:0-2-8,0-3-01,[18:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.22 15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.31 15 >794 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.03 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:226 lb 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 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1330/0-5-8,11=1634/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1207/0,10-11=-1367/0,1-2=-1413/0,2-3=-3671/0,3-4=-5293/0,4-5=-6299/0, 5-6=-6908/0,6-7=-5803/0,7-8=-5803/0,8-9=-5803/0,9-10=-1611/0 BOT CHORD 18-19=0/2689,17-18=0/4616,16-17=0/5937,15-16=0/6733,14-15=0/6494,13-14=0/5803, 12-13=0/3539 WEBS 7-14=0/410,8-13=-577/0,1-19=0/1705.2-19=-1717/0,2-18=0/1322,3-18=-1271/0, 3-17=0/910,4-17=-867/0,4-16=0/491,5-16=-584/0,5-15=0/465,6-15=0/631, 6-14=-1221/0,10-12=0/1923,9-12=-2594/0,9-13=0/2883 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 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)All plates are 3x4 MT20 unless otherwise indicated. 5)Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Did(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)495 Ib down at 13-7-11,and 237 Ib down at 16-3-12 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(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:14=-495(B)13=-237(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. December 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MO-7473 rev.1WIM015 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,seeANSM11 QuaUty Criteria.D049 and IIICSI tluSdklg Component 6904 Parke East Blvd. Safety informalkmavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ' r Job Truss Truss Type Qty Ply Runquist Residence T15836774 J180954-F FG02 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:34 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-cs8MZUcMpe9T1 wW KnUH121WwR7Jm85gEyAn[TJy8l xN 6156= 1-3-0 THA422 3156 11 0-8-8 3x6 II 1 7 2 3 Scale=1:10.3 rb 3x3= 6 5 4 3x3 11 3xB= 3-8-8 3-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:30 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 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=505/Mechanical,4=504/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-499/0,3-4=0/313,1-2=-269/0 BOT CHORD 4-5=0/498 WEBS 1-5=0/371,2-5=-330/0,2-4=-949/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to front face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5) 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:4-6=-10,1-3=-100 Concentrated Loads(lb) Vert:7=-629(F) Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Veft design peremeters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.111341075 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,seeANSVIPII Qua" Criteria,133111Wand IIIBuldklp Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 � t Job Truss Truss Type Ory Ply Runquist Residence T15836775 J180954-F FG03 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:34 2018 Page 1 ID:851baXaZpSgJ5Bmprd_HYlyBJ W a-cs8MZUcMpe9T1 wW KnUH121 W 167K887vEyAnITJy81 xN 6156= 13-0 THA422 3�6 11 0-8-8 3x6 II 1 7 2 3 Scale=1:10.3 I 0 3x3= 6 5 4 3x3 11 3x6= 3-8-8 3-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 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. (lb/size) 6=247/Mechanical,4=247/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-382/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X X)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to back face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5) 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:4-6=-10,1-3=-100 Concentrated Loads(lb) Vert:7=-113(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 N 0 WARNING-Verity design parsmetere and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE W-7473 rev.1a=2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII QLKdlty Criteria.DSS-89 and III Suedhg Component 6904 Parke East Blvd. Safely Informalbnavoilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Thus Type Qty Ply Runquist Residence T15836776 J180954-F FG04 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:35 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-42ikngd_axHKf35 W LCo_ay3BbXcNtTkNBgW r?ly81 xM 1-3-0 1-0-12 Scale=1:19.3 30= 3x4= 3x4= 4x4= 1.5x4 11 1 3x8= 2 3 4 5 6 0 HHUS48 HHUS48 4 11 15 10 16 9 17 8 1 5x5= 5x5= 5x5= 5x5= 3x4= HHUS48 5x5= HHUS48 HHUS48 1-B 8 4-0.8 6 6 8 9-0-8 11-7-12 1-6-8 2-6.0 2-6-0 2-6-0 2-7.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.08 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-MSH Weight:220 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=5281/0-9-8,7=4216/0-6-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-3133/0,1-2=-4184/0,2-3=-8335/0,3-4=-9119/0,4-5=-6473/0 BOT CHORD 11-12=0/252,10-11=0/6394,9-10=0/8870,8-9=017942,7-8=0/3358 WEBS 1-11=0/4924,2-11=-2888/0,2-10=0/2537,3-10=-699/0,3-9=0/326,4-9=0/1539,4-8=-1920/0,5-8=0/4071, 5-7=-4181/0 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 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)Bearing at joint(s)12,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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)Use Simpson Strong-Tie HHUS48(22-1DidGirder,8-10d Truss,Single Ply Girder)or equivalent at 0-5-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 6)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 4-3-0 oc max.starting at 0-11-0 from the left end to 11-2-0 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1624 Ib down at 3-2-4,and 1624 Ib down at 7-1-12 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(plf) Vert:7-12=-10,1-6=-100 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:8=-1 108(B)13=-1468(F)14=-1 109(B)15=-1624(B)16=-203(B)17=-1624(B)18=-1 1 12(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1a=1015 BEFORE USE. ' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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,seeANSVfPII Quality Criteria,DS&49 and BCSI Building Component 6904 Parke East Blvd. Safety InformaMorravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836777 J180954-F FG06 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:36 2018 Page 1 I D:851baXaZpSgJ5Bmprd_HYlyBJ W a-YEG6_AecLFQBGDgjvvJD7AcH3xttcxaW QUG PXCy81 xL 0-1-8 H 1 1-3-0 1.1-0 Scale=1:12.3 1.5x4 = 6x6= THA422 6x6= THA422 6x6= 1 8 2 9 3 4x7= 4x7= 6 5 4 3x3= 3x3 11 5-4.0 5-4.0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.01 5-6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.02 5-6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-P Weight:40 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=1291/0-3-8,4=1809/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-1284/0,3-4=-1803/0,1-2=-1097/0,2-3=-991/0 BOT CHORD 5-6=0/2057 WEBS 1-6=0/1503,2-6=-1394/0,2-5=-1524/0,3-5=0/1486 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. 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. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 1-10-4 oc max.starting at 2-5-4 from the left end to 4-3-8 to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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:4-7=-10,1-3=-230 Concentrated Loads(lb) Vert:8=-938(F)9=-942(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-7=-10,1-3=-230 Concentrated Loads(lb) Vert:8=-938(F)9=-942(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 ,A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M111=7473 rev.IMM15 BEFORE USE. Design valid for use only with MiTel(O connectors.This 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,seeANSViP11 Quality Criteria,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavaiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Tntss Truss Type Qty Ply Runquist Residence T15836778 J180954-F A01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:32 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-QwPwYHsTQbLGbOnP9TACXgyULOBld5v6i W m 1 IvyB1 yL 9.6-0 9-6.0 - 2x4 11 Scale=1:17.6 5 2x4 11 3.50 F12 4 2x4 11 11 3 Cr 10 2 1 Li a 0 0 9 8 7 6 3x4 6x6= 1.5x4 i I 1.5x4 I I 1.5x4 I I I Plate Offsets(X,Y)-- 12:0-1-12,0-"],[9:2-1-5,0-2-8],[9:0-1-12,0-MI 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) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 9-6-0. (lb)- Max Horz 1=83(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)6,1,7,8,9 Max Grav All reactions 250 Ib or less at joint(s)6,1,7,8,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)1-3-1 to 4-3-1,Exterior(2)4-3-1 to 9-4-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,1,7,8,9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-VsN/y design paremetere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE AW7473 rev.I"&2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVrpll Quality Criteria.DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety InformaMorgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence 715836779 J180954-F A02 Monopitch 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:32 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-QwPwYHsTQbLGbOnP9TACXgyOd82td226iW m11vy81 yL 4-9-0 9-6-0 4-9-0 4-9-0 1.5x4 11 Scale=1:20.6 4 3.50 F12 11 1.5x4 3 10 3x4 2 1 5 3x8 I I 3x5= 9-6.0 960 Plate Offsets()lY)— (1:0-3-8,Edge] LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.15 5-8 >726 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.31 5-8 >362 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:44 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=346/0-3-8,5=346/Mechanical Max Harz 1=106(LC 11) Max Uplift 1=-65(LC 12),5=-71(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-878/206 BOT CHORD 1-5=-255/487 WEBS 3-5=-484/228 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp 6;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-4 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 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)1,5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.1a03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI lek' is always 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,seeANSVIPII Quality Criteria,DW49 and Ill Iuldhg Componerd 6904 Parke East Blvd. SaIMy IrNormafbnavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Tess Tn1ss Type Qty Ply Runquist Residence T15836780 J180954-F A03 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1713:58:33 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-u7ylmd15BuU7DYMciAhR3tVZEYO?MVTFxAW agLy81 yK 4-11-8 9-11-0 4-11.8 4-11-8 4x7= Scale=1:21.8 4 3.50 12 1.5x4 3 n 12 ch 3x4 2 3x4= 11 1 5 3x8 I I 3x8 9.11-0 9-11-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.16 5-9 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.32 5-9 >366 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:48 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 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 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=361/0-3-8,11=340/0-3-8 Max Horz 1=69(LC 9) Max Uplift 1=-57(LC 12),11=-80(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-885/163,5-6=-54/253,4-6=-54/253 BOTCHORD 1-5=-198/508 WEBS 3-5=-471/216,4-11=-344/106 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,11. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-VeHIy des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1"3,2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPl1 Quality CrSeda,DSB-69 and SCSI IkAding Component 6904 Parke East Blvd. Safety informatioravoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Tess Type Qty Ply Runquist Residence T15836781 J180954-F B01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:35 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-rV42BJuLj W krSrW_gbjv8laxZL8lgOPYOU?huEy81 yl 2-5-8 7-0-0 9 0-0 $ 138 16-0.0 2-5.9 4.6-9 2-o-0 4.6-8 2-5-8 Scale:3/8'=1' 4x4= 4x7= 3 4 7.00 12 3x9 i 3x8 m 0 2 5 v 1 8 1 9 4x10= o 4xio= 19 10 9 20 I� d 4x10= 4x4= 10 12 7 4x10= 3x5 II 3x5 II 400= 2-5 8 7-0-0 9.0.0 13-6-8 16 0.0 2-5-9 4-6-8 2-0 0 4.6-8 2-5-8 Plate Offsets(X,Y)— [4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.07 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:205Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD 2x6 SP DSS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-7,1-12:2x8 SP DSS 6-0-0 oc bracing:7-8,11-12. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 6=592/0-5-8,1=592/0-5-8 Max Horz 6=82(LC 6) Max Uplift 6=-403(LC 9),1=-402(LC 9) Max Grev 6=1367(LC 17),1=1221(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-2644/913,5-6=-2165/669,3-4=-2272/828,1-2=-1958/668,2-3=-2562/916 BOT CHORD 6-7=-539/1766,10-11=-1107/3285,9-10=-752/2267,8-9=-1116/3674,1-12=-536/1608 WEBS 5-9=-1464/408,4-9=-311/1026,3-10=-328/1073,2-10=-1326/379 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 1-0-0 oc,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=2411;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 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 lost 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) 6=403,1=402. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 Ib down and 34 Ib up at -22-9-14,200 Ib down and 102 Ib up at -23-2-2,200 Ib down and 102 Ib up at -24-9-2,73 Ib down and 36 Ib up at -25-2-2,and 137 Ib down and 193 Ib up at 7-0-0,and 140 Ib down and 179 Ib up at 9-0-0 on top chord,and 346 Ib down and 114 Ib up at -22-9-14, Thomas A.Albani PE No.39380 481 Ib down and 140 Ib up at -23-2-2,481 Ib down and 140 Ib up at -24-9-2,318 Ib down and 104 Ib up at -25-2-2,317 Ib down MiTek USA,Inc.FL Cert 6634 and 143 Ib up at 6-9-14,433 Ib down and 189 Ib up at 7-2-2,and 433 Ib down and 189 Ib up at 8-9-2,and 290 Ib down and 132 Ib 6904 Parke East Blvd.Tampa FL 33610 up at 9-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Date: LOAD CASE(S) Standard December 17,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7479 rev.faV32015 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 Mffek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIi Duality Criteria,DSB49 and SCSI&Adhg Componerd 6904 Parke East Blvd. Safety Infonnationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type r Qty Ply Runquist Residence 715836781 J180954-F B01 HIP GIRDER 1 A G Job Reference (optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:35 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-rV42BJuLj W krSrW_gbjv8laxZL8lgOPYOU?huEy81 yl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:4-6=-54,3-4=-54,1-3=-54,7-13=-20,8-11=-20,12-16=-20 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.1d1013"IS 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 OF 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.seeAN31/IPII DualMy Criteria,D3549 and SCSI SuSdYp Component 6904 Parke East Blvd. Safety Ydormatlarravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Runquist Residence 715836782 J180954-F B02 Roof Special 4 1 Jab Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:36 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-JieROfvzTpsi4?4BOI E8hW 6511PDZnKhd8kERgy81 yH 2-5 8 8-0-0 13-6.8 16-0-0 2-5-8 5-6-8 5-6-8 2-5 8 40= Scale=1:33.2 3 7.00 12 18 19 5x5 i 17 20 5x5 2 4 1 75 3x6= 8 __ d 4x10= 1d 10 6 4x10= 5x5 11 5x5 11 4x10= 2-5 8 8-0.0 13-6-816-0-0 2-5-8 ' s-s•8 5 6 8 2-5 8 Plate Offsets(X,Y)-- [2:0-1-0,0-2-41,[4:0-1-0,0-2-4] [10:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.12 5 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:85 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD 2x8 SP DSS'Except' BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. 2-10,4-6:2x4 SP 225OF 1.9E,7-9:2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 1=592/0-5-8,5=592/0-5-8 Max Horz 1=-93(LC 10) Max Uplift 1=-116(LC 12),5=-116(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-960/264,2-3=-794/212,3-4=-794/212,4-5=-960/264 BOT CHORD 1-10=-193/769,8-9=-394/1498,7-8=-394/1498,5-6=-193!769 WEBS 3-8=-65/449,4-8=-889/330,2-8=-912/330 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 Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)11-0-0 to 16-0-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=116,5=116. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 01411-7473 rev.fa1113r7015 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.seeANSVIPl1 Quality CMeAa,DSB49 and BCSI Building Componerd 6904 Parke East Blvd. Safety Informatl novailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence 715836783 J180954-F B03 Common 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:37 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-nuCpb_wcE7_Zh9fNx01NEjtBQ9jglLOrsoUoz7y81 yG 8-0..0 16-0-0 8.0-0 8-0-0 5x5= Scale=1:33.0 3 7.00 F12 16 17 15 18 30 i 43x4 2 1 5 � Ib 19 6 20 3x8 I I 1.5x4 I 3x8 I I 8-0.0 16-0-0 8-0-0 8.0-0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[5:0-5-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.12 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 6-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:65 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. BOT CHORD 2x4 SP No.2 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=592/0-5-8,5=592/0-5-8 Max Horz 1=93(LC 11) Max Uplift 1=-116(LC 12),5=-116(LC 12) Max Grav 1=600(LC 17),5=600(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-696/202,3-5=-696/202 BOT CHORD 1-6=-75/594,5-6=-75/594 WEBS 3-6=-1/346 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)11-0-0 to 16-0-0 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)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 36-0 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 100 Ib uplift at joint(s)except(jt=1b) 1=116,5=116. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev.1"&2015 BEFORE USE. �- Design valid for use only with MlrekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se9ANSVTPII Quality Cdleda,DS6-89 and ICSI Iuldhg Componlent 6904 Parke East Blvd. Sate4y Ydormatlonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty rly1Runquist Residence715836784 J180954-F B04 Roof Special 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:38 2018 Page 1 ID:85tbaXaZpSgJSBmprd_HYlyBJW a-F4mBpKxE?R6QJJEZVjHcmxCMRZ4V1 k8_4SDLVZy81 yF B-0-0 12-0.3 15.10-4 20-10-8 8-0-0 T 4-0-3 3-10.1 5-0.4 Scale=1:36.9 4x4= 3 7.00 12 15 16 4 4x4= 1.5x4 II 3x4= 5 6 14 18 3x4 2 4 cb 1 LLI 19 9 7 8 3x8 11 5x5= 3x8= 1.5x4 11 B-0-0 12-Q3 15-10-4 16rQ-0 2GAG-8 8-0-0 4-0-3 T 3-10-1 0- -12 4-10-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[9:0-2-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.10 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.19 9-12 >986 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=531/Mechanical,8=1003/0-3-8 Max Horz 1=140(LC 11) Max Uplift 1=-102(LC 12),8=342(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-544/127,3-4=-543/144,4-5=-294/244,5-6=-294/244 BOT CHORD 1-9=-93/465,8-9=-55/421 WEBS 3-9=0/275,4-8=-753/287,5-8=-282/156,6-8=-302/335 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)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)11-0-0 to 20-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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) 1=102,8=342. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: December 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIJL7473 rev.76,03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSIM11 Cua1My CAferla,DS6-89 and SCSI Bu9dYp Component 6904 Parke East Blvd. Safety Informatkirrovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Ory Ply Runquist Residence 715836785 J180954-F B05 Roof Special 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:40 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-BTtxEOyUX2M7YcOyd8J4rMHj5MmzVbKHYmiSaRy81 yD B-0.011 013 15-10-4 20-10-8 8.0-0 3-0.3 4-10-1 5-0-4 Scale=1:36.9 4x4= 3 7.00 F12 4 4x4 1.5x4 11 3x4= = 15 5 6 16 17 14 3x4 T 2 T 1 18 9 7 8 3x8 I I 5x5— 3x8= 1.5x4 11 8-0-0 11-0-3 15-10-4 16r0 0 20.10-8 8-0-0 3-0-3 4-10-1 0 -12 4-10-8 Plate Offsets(X,Y)— [1:0-3-8,Edge1,[9:0-2-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.19 9-12 >991 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:107 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=531/Mechanical,8=1003/0-3-8 Max Hoa 1=149(LC 11) Max Uplift 1=-102(LC 12),8=-364(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-543/126,3-4=-530/148,4-5=-250/195,5-6=-250/195 BOTCHORD 1-9=-115/468,8-9=-54/454 WEBS 3-9=-3/277,4-8=-730/289,5-8=-314/171,6-8=-252/287 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-3,Interior(1)11-0-3 to 20-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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) 1=102,8=364. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.76A7, O15 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,seeANSVTPII Gualli Criteria,DSB49 and BM BLAdli Component 6904 Parke East Blvd. Safety Informafbnovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type , Qty Ply Runquist Residence 715836786 J180954-F B06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:41 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-ffRKRMz61MU_Amz8AsgJOZqu3m6EEOwQmQS?6uy81 yC 8-0-0 10-0-3 15.10-4 20.10-6 8-M 2-0-3 5-10-1 5-0-4 Scale=1:36.9 4x4= 3 4 4x4= 1.5x4 II 3x4= 7.00 12 5 6 15 1 El 17 14 3x4 i 2 1 —ff18 9 7 8 3x8 11 5x5= 3x8= 1.5x4 11 B-0-0 10 0 3 15-10-41 20-10-8 B-0-0 2-0 3 5-10-1 0- -12 4-10-8 Plate Offsets(X,Y)— [1:0-3-8,Edge),[9:0-2-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.19 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.05 1 rda n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:111 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=531/Mechanical,8=1003/0-3-8 Max Horz 1=158(LC 11) Max Uplift 1=-101(LC 12),8=-384(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-541/125,3-4=-511/150 BOT CHORD 1-9=-136/473,8-9=-96/471 WEBS 3-9=-28/293,4-8=-708/291,5-8=-346/189,6-8=-215/253 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 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 10-0-3,Interior(1)10-0-3 to 20-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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=lb) 1=10118=384. Thomas A.Albani PE No.38380 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Me-7473 rev.IGV312015 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,seeANSVIPII Duality Cdfeda,DSB-89 and BCSI BuShcnp Component 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Insittute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Runquist Residence 715836787 J180954-F B07 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:42 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-7s?ifi_k3fcrowYKkZLYxnM4kAT2zW xa?4BZeKy81 yB 7-0.0 14.6-8 22-4-8 7-0.0 7-6-8 7-10-0 Scale=1:38.3 4x7= 3x4= 3x5= 3 14 15 4 5 7.00 F12 3x4 i 2 1 Kd 16 9 8 6 3x4= 7 9x8 I I 8x8= 3*4= 2x4 11 7-0.0 11-8-12 17-4.4 177 22-4-8 7-0-0 ' 4-8-12 5-7-8 0 -12 4-10-8 Plate Offsets(X,Y)— [1:0-4-8,0-0-3] [3:0-5-4,0-2-01,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.06 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 9-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:136 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, 3-5:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-15 REACTIONS. (Ib/size) 1=1624/0-5-8,7=1125/0-3-8 Max Horz 1=152(LC 7) Max Uplift 1=-380(LC 8),7=-439(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-923/264,3-4=-463/141 BOT CHORD 1-9=-208/796,8-9=-211/810,7-8=-83/291 WEBS 3-9=-77/446,3-8=-479/152,4-8=-33/373,4-7=-905/331,5-7=-300/194 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;MWFRS(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 Qt=1b) 1=380,7=439. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1121 Ib down and 304 Ib up at 1-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,6-10=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:16=-1121(B) MiTek USA,Inc.FL Cert 6634 69U Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.IGV3,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSViPII Quality Cdloda,OSB49 and BCSI IkAdhg Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence 715836788 J180954-F BOB Half Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:43 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-c2Z4s2?MgzkiP47XIHsnT_vl PalQixtj Ekx6Amy81 yA 4 7-12 9-0-0 13-3-0 17-4-4 22.4-8 4-7-12 4-4-4 4-3-0 4-1-4 5 0-4 Scale=1:38.8 4x4= 3x4 1.5x4 II 3x4= = 4 16 17 5 6 18 7 7.00 12 11.50 3 15 3x4 i 2 1 10 19 20 8 9 3x8 II 5x8= 3x8= 1.5x4 II 9-0-0 17-4-4 17r¢0 22-4-8 9-0-0 8-4-4 0 -12 4-10-8 _Plate Offsets_(X,Y)-- [1:0-3-8,Edge],[10:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.20 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 9 rUa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:135 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=591/0-5-8,9=1054/0-3-8 Max Horz 1=196(LC 11) Max Uplift 1=-110(LC 12),9=-429(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-718/184,3-4=-566/140,4-5=-442/148 BOT CHORD 1-10=-316/695,9-10=-86/281 WEBS 3-10=-261/167,5-10=-157/361,5-9=-606/273,6-9=-271/152 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. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-3-0,Interior(1)13-3-0 to 22-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 lb uplift at joint(s)except Ot=lb) 1=110,9=429. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Me-7473 rev.1 aN3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPII CualM Criteria,DSB49 and SCSI BuldkV Component 6904 Parke East Blvd. Safety Infomrallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 4 Job Truss Truss Type ally Ply Runquist Residence 715836789 J180954-F B09 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:44 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-4E7S30??bHsZ1 Eijs_OOOCSP2zCIRKEtTOcADy81 y9 6-3.1411 0 0 17-4-4 22-4-8 6.3-14 4 8 2 6-4-4 5-G-4 4x4= 3x6= 2x4 11 Scale=1:42.6 4 17 16 5 19 6 7.00 Fl2 3x5 i 3 /6 15 3114-:r- 2 2 1 10 9 20 6 7 3x6 II 5x5= 3x6= 1.5x4 II 3x4= 6.3-14 11-0 0 17-4-4 17 0 22-4-8 6.3.14 4-8-2 6-4-4 0- -12 410-8 Plate Offsets(X,Y)-- [10:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:142 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=591/0-5-8,8=1054/0-3-8 Max Horz 1=237(LC 11) Max Uplift 1=-107(LC 12),8=-430(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-694/160,3-4=-423/136,4-5=-358/142 BOT CHORD 1-10=-297808,9-10=-297/708 WEBS 3-9=-414/191,5-9=-273/582,5-8=-923/532 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. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 15-2-15,Interior(1)15-2-15 to 22-2-12 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 100 Ib uplift at joint(s)except(jt=lb) 1=107,8=430. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MX­7473 rev.laaw015 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 IndNidual 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,seeANSVIPll Quallilly Cdteda,DSB49 and BCSI BWdhg Component 6904 Parke East Blvd. Safety Infomrationcvoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 OT runs runs ype y Runquist Residence 715836790 J180954-F B10 Hal Hip 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 15:48:53 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-pSDTHRcgz9jYRMEdfp1whUab?w7axETmN13NgJy81 DB -1-6-0 6-7-12 13-0-0 17.4-4 22-4.8 1-6-0 6.7-12 6-4-4 4-4 4 5-0-4 4x8= Scale=1:50.3 1.5x4 I 3x5= 5 6 17 7 7.00 12 BxB 16 4 5x5 i 5x8= 3 2 1 11 10 9 18 8 4xB= 5x5= 3x4= 3x8= 2x4 11 -1-6-0 6.7-12 13.0-0 17-4-4 17 -0 22-4-8 1-6 0 6.7-12 6-4-4 4-4-4 0- -12 4-10.8 Plate Offsets(X,Y)— [2:04-1,0.0-4],[4:0-3-4,0-3-0],[5:0-5-8,0-2-0],[11:0-2.8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.14 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.05 9 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:172 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-4:2x8 SP No.2 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SPF Stud-5-9,7-9 SLIDER Left 2x8 SP No.2 1-9-11 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=1100/0-3-8,1=672/0-5-8 Max Harz 1=291(LC 9) Max Uplift 9=-427(LC 9),1=-104(LC 12) Max Grav 9=1115(LC 17),1=672(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-467/151,2-3=-1471/267,3-4=-846/165,4-16=-347/93,5-16=-309/118 BOT CHORD 2-11=-340/883,10-11=-339/888,9-10=-126/344 WEBS 4-11=0/279,4-10=-657/254,5-10=-83/459,5-9=-646/289,6-9=-297/169 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 Exterior(2)-1-3-4 to 1-8-12,Interior(1)1-8-12 to 13-0-0,Exterior(2)13-0-0 to 17-4-4,Interior(1)17-4-4 to 22-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 427 Ib uplift at joint 9 and 104 Ib uplift at joint 1. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.fa4x=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 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 Welk' is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSB-rag and SCSI lWdYp Component 6904 Parke East Blvd. Safety Informallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence 715836791 J180954-F B11 Half Hip 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:46 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Od FDU31 F7u6HGYr6zPOU5dXlzngGvLs9wi9mn5y81 y7 7.7-12 15-0-0 180 7.7-12 7-4.4 4x7= 3x6= Scale=1:55.9 5 78 6 7.00 12 15 8x801i 4 6x8= 5x5 i 2 1 O 10 9 8 7 010= 1.5x4 11 3x4= 3x4= 3x4= -1-60 7-7-12 15.60 17-4-4 17-2 198 1-s-o 7 7-12 7.4.4 2-4-4 a 1 -5--11-e Plate Offsets(X,Y)-- [2:0-5-1,0-0-41,[4:0-3-4,0-3-01,[5:0-5-4,0-2-0),[7:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.08 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.16 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:161 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-6:2x4 SP No.2,1-4:2x8 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-9,5-8,6-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1Dd SLIDER Left 2x8 SP DSS 1-9-13 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 8=846/0-3-8, 1=721/0-5-8 Max Horz 1=332(LC 9) Max Uplift 8=-269(LC 9),1=-106(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-525/207,2-4=-871/759,4-5=-333/153 BOT CHORD 2-10=-388/88719-10=-387/892,8-9=-153/276 WEBS 4-10=0/313,4-9=-740/279,5-9=-99/517,5-8=-754/343 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ff;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-3-4 to 1-6-8,Interior(1)1-6-8 to 15-0-0,Extedor(2)15-0-0 to 19-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8=269,1=106. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.1a-D.?/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSS-49 and SCSI Building Component 6904 Parke East Blvd. Safety Infomlallonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 a • Job Truss Truss Type Oty Ply Runquist Residence T15836792 J180954-F B12 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:47 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-UppbiP2tuCE8uhOIX61 eg4rdB6WenAJ9MvKJXy81y6 7-7-12 12-1-016-6-4 {7-4-¢ 1&5-8 7-7-12 4-54 4-5-4 -10- 2-1-4 3x4= 5x5= 5x5 11 Scale=1:62.0 6 7 8 7.00 12 3x4-I;- 5 5 6x8 i 4 6x6= 5x5 i 2 1 m d d 11 16 17 10 9 4x10= 3x4= 3x4= 4x7= 19-5-e 7-7-12 17-4-4 17 1-&0 7-7-12 9-6-6 0• 12 1.11.6 Plate Offsets(X,Y)-- 12:0-5-1,0-0-41,[6:0-2-0,0-2-51,[8:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.27 10-11 >825 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.44 10-11 >512 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:164 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, 1-4:2x8 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-9,7-9,7-10,5-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x8 SP DSS 1-9-13 (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=846/0-3-8,1=721/0-5-8 Max Horz 1=516(LC 9) Max Uplift 10=-441(LC 9),1=-207(LC 12) Max Grav 10=982(LC 17),1=721(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-670/403,2-4=-927/849,4-5=-1035/475,5-6=-252/212 BOT CHORD 2-11=-527/1041,10-11=-347/582,9-10=-198/250 WEBS 7-10=-308/459,5-10=-709/388,5-11=-333/871,4-11=-541/325 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-3-4 to 1-6-8,Interior(1)1-6-8 to 16-6-4,Exterior(2)16-6-4 to 19-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 10=44111=207. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design pamnefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1"3"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 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,seeANSVIPII Quality Criteria,DSB49 and 11CSI bddlnp Component 6904 Parke East Blvd. Safety Infoenaflonovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Runquist Residence 715836793 J180954-F B13 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:48 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYW W a-y?Mzv12VfVM?W r?U5gSyA2c4LbW iNAfSNOets_y81 y5 -1-6 0 6-7-12 13-G-0 19-5-8 1-6 0 6-7-12 6-4-4 6-5-8 4x7= 4x4= Scale=1:49.2 7.00 12 5 16 17 6 15 6x8 i 4 6x8= 5x5 i 2 1 10 9 18 8 7 410= 1.5x4 II 3x4= 3x4= 3x4 II -1-6-06.7-12 13-0.0 17-4.4 17 019 5 8 1.6-0 6-7-12 6.4 4 4-4 4 0 -12 1-11-8 Plate Offsets(X,Y)-- [2:0-5-1,0-0-41,[4:0-3-4,0-3-01,[5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.13 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 8 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:150 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-4:2x8 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-7,5-8,6-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x8 SP DSS 1-9-11 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 8=847/0-3-8,1=722/0-5-8 Max Horz 1=291(LC 9) Max Uplift 8=-278(LC 9),1=-110(LC 12) Max Grav 8=859(LC 17),1=722(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-498/142,2-4=-923/801,4-5=-441/176 BOT CHORD 2-10=-405/922,9-10=-404/927,8-9=-199/389 WEBS 4-10=0/271,4-9=-650/245,5-9=-93/496,5-8=-720/320 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 Exterior(2)-1-3-4 to 1-6-8,Interior(1)1-6-810 13-0-0,Exterior(2)13-0-0 to 17-2-15,Interior(1)17-2-15 to 19-3-12 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 8=278,1=110. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 N 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11110-7473 mv.IC1622015 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,seeANSVIPII Quality Criteria,DSIII and BC31 IkAdrnp ComponarN 6904 Parke East Blvd. Safety Informalbrpvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 s � Job Thus Truss Type Qty Ply Runquist Residence 715836794 J180954-F B14 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:49 2018 Page 1 10:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-QCwL7537QpVs7?ageXzBjF9El_u56g_ocgOQOQy81 y4 1-8 0 5-7-12 11 0 0 16-8-4 22-4-8 1 6 0 5-7.12 5 4 4 5.8-4 5-8-4 40= 30= 3x5= Scale:1/4'=I' 7.00 12 5 17 6 18 7 6x8 16 4 5x5 i 2 1 11 10 19 9 20 8 4x10 II 1.5x4 11 5x8= 3x4= 1.5x4 II 4x10= -1-6-0 5.7-12 11-0.0 16-8.4 22-4-8 1-6-0 5-7-12 5-4-4 5-8-4 5-8-4 Plate Offsets(X,Y)— [2:0-0-8,0-2-61,[2:0-3-8,Edge],[4:0-3-4,0-3-01,[10:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:160 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, 1-4:2x8 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 1-9-11 REACTIONS. (Ib/size) 8=873/Mechanical,1=911/0-5-8 Max Horz 1=251(LC 9) Max Uplift 8=-257(LC 9),1=-151(LC 12) Max Grav 8=922(LC 17),1=911(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-550/112,2-4=-1380/1245,4-5=-967/313,5-6=-759/304,6-7=-577/264, 7-8=-825/307 BOT CHORD 2-11=-549/1255,10-11=-548/1260,9-10=-263/604 WEBS 4-10=-578/229,5-10=-19/263,6-10=-150/347,6-9=-579/291,7-9=-312/922 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 Exterior(2)-1-3-4 to 1-6-8,Interior(1)1-6-810 11-0-0,Extehor(2)11-0-0 to 15-2-15,Interior(1)15-2-15 to 22-2-12 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 20.0psf 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8=257,1=151. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parametero and READ NOTES ON THIS AND iNcLUDED MITEK REFERANCE PAGE M11-7473 rov.I&V32015 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,seeANSVIPII Quality Criteria,DSB-49 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • r Job Truss Truss Type Oty Ply Runquist Residence 715836795 J180954-F B15 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:51 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Na26Yn5OxOIZNJk3myofogEaDoW yabmv4_tXTJy81 y2 4 7-12 9-0-0 15.8-4 22-4.8 4- -12 4-4.4 6-8-4 6-8-4 Scale=1:38.9 4x7= 1.5x4 11 3x4= 4 15 16 17 5 18 6 7.00 FIT 1.5x4 3 14 3x4 2 1 9 19 6 20 7 3x8 11 6x6= 3x8= 1.5x4 11 9-0-0 15.8-4 22-4-8 9-0-0 6-8-4 6-8-4 Plate Offsets(X,Y)-- 11:0-3-8,Edge],[4:0-5-4,0-2-0],[9:0-2-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.12 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.23 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 7 rt/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-8 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. REACTIONS. (Ib/size) 1=822/0-5-8,7=822/Mechanical Brace must cover 90%of web length. Max Harz 1=196(LC 11) Max Uplift 1=-156(LC 12),7=-249(LC 9) Max Grav 1=822(LC 1),7=833(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1138/343,3-4=-976/310,4-5=-717/290,5-6=-717/290,6-7=-763/283 BOT CHORD 1-9=-468/981,8-9=-351/831 WEBS 4-9=-31/35115-8=-417/229,6-8=-311/934 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. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 22-2-12 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)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=156,7=249. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: December 17,2018 0 WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MfIEK REFERANCE PAGE M&7473 rev.1"&2015 BEFORE USE. Design valid for use only with MTekO connectors.This 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,seeANSVIPII Quality Cdletla,DSB49 and SCSI l ddhg Component 6904 Parke East Blvd. Safety lidoeeationavailoble from Truss Plate InstihRe,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss I russ I ype City Ply Runquist Residence 715836796 J1 80954-F B16 Halt Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 15:51:52 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-4uX8ren6p8G8PsPOevl uREU8N49zODj6YNwMcRy81 AL 7-0-0 12-2-1 17-2-7 22-4-8 J 7-0.0 5-2-1 5-G-5 r 5-2-1 Scale=1:40.6 5x8= NAILED NAILED 1.5x4 11 4x4= 4x6= 3 15 16 17 4 18 5 6 7.00 F12 4x4 i 2 1 Ell nn nnLLJHH 1910 20 21 9 22 8 5x8 II 7x8= NAILED NAILED 8x8= 4x6= 3x8 11 THD26 HJC26 7-0-0 12-2-1 17-2-7 22-4-6 7-0-0 5.2.1 1 5-0-5 5-2-1 Plate Offsets(X,Y)— [1:0-3-1,0-0-8],[3:0-6-0,0-2-4],[10:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.10 8-9 >999 240 MT20 220/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:148 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except 3-6:2x4 DF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-11-6 REACTIONS. (Ib/size) 1=1914/0-5-8,7=1710/Mechanical Max Harz 1=153(LC 7) Max Uplift 1=-569(LC 8),7=-556(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3023/920,2-3=-2999/946,3-15=-2949/940,15-16=-2949/940,16-17=-2949/940, 4-17=-2949/940,4-18=-2949/940,5-18=-2949/940,5-6=-1749/549,6-7=-1677/567 BOT CHORD 1-19=-889/2493,10-19=-889/2493,10-20=-892/2513,20-21=-892/2513,9-21=-892/2513, 9-22=-602/1749,8-22=-602/1749 WEBS 3-10=-115/714,3-9=-151/578,4-9=-457/240,5-9=-543/1611,5-8=-1337/510, 6-8=-754/2326 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 569 Ib uplift at joint 1 and 556 Ib uplift at joint 7. 7)Use USP HJC26(With 16d nails into Girder&1 O nails into Truss)or equivalent at 7-2-8 from the left end to connect truss(es)J15(1 ply 2x4 SP),J16(1 ply 2x4 SP)to front face of bottom chord. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 12-11-4 from the left end to connect truss(es) J14(1 ply 2x6 SP)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Thomas A.Albani PE No.39380 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)262 Ib down and 292 Ib up at MiTek USA,Inc.FL Cert 6634 7-0-0 on top chord,and 253 Ib down and 105 Ib up at 6-9-14 on bottom chord. The design/selection of such connection device(s)is 6904 Parke East Blvd.Tampa FL 33610 the responsibility of others. Date: 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). December 17,2018 CAtWARRING'1Pe% sign parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.1013MIS BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall is 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,seeAN3VIPl1 Duality Crlterlo,DSS-89 and SCSI lWdhg Component 6904 Parke East Blvd. Safety hfommtbrravoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Truss toss ype y Runquist Residence 715836796 �0't 0954-F B16 HaH Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 15:51:52 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-4uX8ren6p8G8PsP0evluREU8N49ZODj6YNWMcRy81 AL LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,7-11=-20 Concentrated Loads(lb) Vert:3=-205(F)10=-329(F)15=-114(F)17=-114(F)19=-253(F)20=-68(F)21=-68(F)22=-843(F) 0 WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MI1-7473 rev.I&V32015 BEFORE USE. Design valid for use only with MiTek9 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIMl Quality Criteria,DSB-89 and BCSI IluildYp Comporlmd 6904 Parke East Blvd. Sally YMormaMotpvoilable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 a: Job Truss Truss Type city Ply Runquist Residence T15836797 J180954-F B17 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:53 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-JzAsyT6eT2?HccuStN2715KyDbFB2YMBXHMeXBy81 y0 7-4-8 9.4-B 7-4-8 2.0-0 4x4 = Scale=1:34.8 2 3x5 7.00 F12 3 8 7 4x4-5- 1 1 5 4 6 3x4 II 4x10= 1.5x4 II 7-4.8 9 4 8 7-4-8 2 0 0 Plate Offsets(X,Y)-- [1:Edge,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 5-6 >788 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:61 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=336/Mechanical,4=336/Mechanical Max Horz 6=161(LC 11) Max Uplift 6=-60(LC 12),4=-71(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-258/89,1-6=-268/131,3-4=-375/141 BOT CHORD 5-6=-311/429 WEBS 3-5=-165/384 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. 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 7-4-8,Exterior(2)7-4-8 to 9-2-12 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 100 Ib uplift at joint(s)6,4. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verily dealgn parameters and READ NOTES ON THIS ANO INCLUDED M/TEK REFERANCE PAGE MI-7473 rov.1GM32015 BEFORE USE. Design valid for use only with Mttelk®connectors.This 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,seeANSVn41 Quality Cali D36-11119 and W.Sl building Component 6904 Parke East Blvd. Safety Monnalbnavoilable from Truss Plate Institute,218 N,Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 L Job Truss Truss Type Qty Ply Runquist Residence T15836798 J180954-F B18 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 Is Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:54 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYWW a-n9kEAp7GEL78EmTeR4ZMQJs99?dVn13Lmx5B3dy81 y? 6.4.8B-4 8 9-4-8 6-4-8 2-0.0 1-0-0 Scale=1:30.7 4x4= 5x5= 2 3 4 1.5x4 II 7.00 12 9 8 d m T a 3x8 i 1 6 20 II 4x10= 3x4 5 6-4-8 8-4- 9.4-8 6.4-8 2-0-08 1.0-0 Plate Offsets(x,Y)-- [3:0-2-8,0-2-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:66 Ib FT=20% LUMBER- BRACING- L TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=336/Mechanical,5=336/0-5-8 Max Harz 7=150(LC 11) Max Uplift 7=-60(LC 12),5=-82(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-289/107,1-7=-275/133 BOT CHORD 6-7=-300/378 WEBS 3-6=-164/326,3-5=-327/200 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;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-4-8,Exterior(2)6-4-8 to 9-2-12 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. 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)7,5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 me faN3r2015 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,seeANSVTPI1 Qua" CMr ria,DSB-89 and BCSI BuldYp Componont 6904 Parke East Blvd, Sa1Ny YMarmaBprmovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 j Job Truss truss lype Qly PlY Runquist Residence 715836799 J1 80954-F B19 HALF HIP GIRDER 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 15:57:44 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-mcpCj?1 vwlcCeyKgGr3RiT304zRYsUjwUBB_yl yB14r 5-0-0 10-0-0 5-0-0 5.0-0 Special Scale=1:25.3 4x8= NAILED NAILED 2x4 II 3 11 12 4 7.00 12 Li 3x4 i 2 1 6 13 14 2x4 II NAILED NAILED 5 3x4 II HJC26 04= 5-0.010-D-0 5-0.0 T 5-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-3],[3:0-5-8,0-2-0 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 0.49 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:59 Ib 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 2x6 SP No.2 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 1-10-15 REACTIONS. (Ib/size) 1=507/0-5-8,5=635/0-5-8 Max Harz 1=111(LC 7) Max Uplift 1=-127(LC 8),5=-198(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-623/184 BOT CHORD 1-6=-188/499,6-13=-188/512,13-14=-188/512,5-14=-188/512 WEBS 3-6=-15/382,3-5=-580/180 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 Ib uplift at joint 1 and 198 Ib uplift at joint 5. 6)Use USP HJC26(With 16d nails into Girder&10d nails into Truss)or equivalent at 5-0-8 from the left end to connect truss(es)J18(1 ply 2x4 SP),J21 (1 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)"NAILED"indicates 3-1Od(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)64 Ib down and 139 Ib up at 5-0-0 on top 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 Thomas A.Albani PE No.39360 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:3=-64(B)6=-173(B)11=-57(B)12=-63(B)13=-35(B)14=-38(B) 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR-7479 rev.1"3,2015 BEFORE USE. Design valid for use only with MTek®connectors.This 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,seeANSVIPII Quality Criteria,D3ed9 and 8C31 Building Component 6904 Parke East Blvd. Solely tnfoanationavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Runquist Residence T15836800 J180954-F C01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:55 2018 Page 1 ID:85t eXaZpSgJ5Bmprd_HYlyBJWa-FMHcN88u?fF?sw1q?o4byWPQbPOLWVXU?bdc4y81y_ 7.10-0 7-10.0 Scale=1:14.7 2x4 11 4 3.50 F12 2x4 11 3 9 2x4 II 6 2 F1 F11 0 0 7 6 5 3x4 1.5x4 11 1.5x4 II 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 rt/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:33 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 7-10-0. (lb)- Max Harz 1=66(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)5,1,6,7 Max Grav All reactions 250 Ib or less at joint(s)5,1,6,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corri 1-3-1 to 4-3-1,Extehor(2)4-3-1 to 7-8-4 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 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,1,6,7. Thomas A.Albani PE No.39380 hliTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Ver/ry dealgn paramerera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rov.iaV=15 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPll Quality,Criteria,DS6-89 and SCSI buldYp Component 6904 Parke East Blvd. Safety Infomlatbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • 1 Job Truss Truss Type City Ply Runquist Residence 715836801 J180954-F CO2 Monopitch 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:56 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYWW a-jYftbU9W mzNsT4c1 ZVbgVkyPSpE3FxJeDFZH7W y81 xz 7-10-0 7-10-0 1.5x4 II Scale=1:18.2 3 3.50 12 10 9 3x4 5 2 1 4 3x6 II 1.5x4 11 7-10-0 7-10-0 Plate Offsets(X,Y)-- [1:0-3-0,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.16 4-7 >578 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.34 4-7 >272 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:30 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=284/0-3-8,4=284/Mechanical Max Horz 1=89(LC 11) Max Uplift 1=53(LC 12),4=-58(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=487/70 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. Thomas A.Albani PE No.39380 A1iTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MO-7473 rev.I&MO1S 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 MI Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecflon and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSl-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Informalbnavaiiabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 a 1 Job Truss Truss Type Oty Ply Runquist Residence 715836802 J180954-F CO3 Monopitch 7 1 Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:57 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-BkPNog98XGVj5EBD6D632xUhGDbD_M2nSvJrfyy8l xy 4-3-0 8-6-0 4-3-0 4-3.0 1.5x4 11 Scale=1:19.2 4 3.50 F12 11 1.5x4 3 10 3x4 2 1 5 3x8 11 3x4= 8-6-0 8.6-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.12 5-8 >842 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.24 5-8 >420 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:39 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=309/0-3-8,5=309/Mechanical Max Harz 1=96(LC 11) Max Uplift 1=-58(LC 12),5=-63(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-799/196 BOT CHORD 1-5=-241/426 WEBS 3-5=-453/221 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-4-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 M Q WARNING-Verily dea/gn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M@-7473 rev.1&/307015 BEFORE USE. Design valid for use only with MlTeIk8 connectors.This 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,seeANSVTPII Duality Criteria,DSB49 and SCSI SuildYrp ComponBnf 6904 Parke East Blvd. Safety Informalbnavalloble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Ory Ply Runquist Residence 715836803 J180954-F D01 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:58 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-fxzlOAAnladajOmPgwela9l r3cywj r4xhZ20BPy81 xx -1-8-0 5-6A _ 6-6-0 1-B-0 5-6-0 T 1-0-0 4x4= 1.5x4 11 Scale=1:27.4 4 5 7.00 F12 3x4 i 3 2 LI 1 7 6 3x6 II 1.5x4 11 1.5x4 II 5-6-0 6-5-8 6-6-0 0-11-8 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 0.41 Vert(LL) 0.09 7-10 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.17 7-10 >458 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 6=222/0-5-8,2=342/0-3-8 Max Harz 2=140(LC 11) Max Uplift 6=-68(LC 9),2=-109(LC 12) Max Grav 6=225(LC 17),2=342(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-320/125 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. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 5-6-0,Exterior(2)5-6-0 to 6-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 2=109. Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design peremetens and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M8-7473 rev.1&0311015 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,seeANSVTPII Duality Cdleda,DSB49 and BCSI BuSdYlp Component 6904 Parke East Blvd. Safely Informalbnovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Runquist Residence T15836804 J180954-F D02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:58:59 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-87X7DW BP3ul RKXLbEe9X7MZ120DJSIZ4vDoxkry8l xw -1-M3-6-0 6-6.0 1-8-0 3-6-0 3-0.0 Scale=1:19.1 4x4= 1.5x4 11 4 5 7.00 12 3x4 i 3 2 12 Li i 7 1.5x4 II 6 3x6 11 1.5x4 11 3-6-0 6-5-8 6-6 0 3-6-0 2-11-8 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 0.27 Vert(LL) 0.15 7-10 >497 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.24 7-10 >319 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:33 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 9-6-6 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 6=222/0-5-8,2=342/0-3-8 Max Horz 2=99(LC 11) Max Uplift 6=-73(LC 9),2=-113(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-416/183 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;Eta B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 3-6-0,Exterior(2)3-6-0 to 6-4-4 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=1b) 2=113. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Veriry design peremetere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev.IGV312015 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 to 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,seeANSVn4l Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safely Infomlallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Runquist Residence T15836805 J180954-F D03 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:00 2018 Page 1 ID:851baXaZpSgJ5Bmprd_HYIyBJ W a-cJ5VQsC1 gBtlyhwooLgmfa6EJQkvBltD8tXVGHy81 xv -1-8-03-3-0 6-6.0 1-8-0 3-3.0 3-3.0 4x4= Scale=1:18.8 4 7.00 12 3x4 5 3x4 3 6 2 d, Ll b 1 7 1.5x4 II 3x6 II 3x6 II 3-3-0 6.5-8 3-3-0 3.2-8 0 Plate Offsets(X,Y)-- [6:Edge,0-3-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(CT) 0.00 2 n/a We BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:33 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. 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) 6=228/0-5-8,2=347/0-3-8 Max Horz 2=53(LC 11) Max Uplift 6=-39(LC 12),2=-116(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)-1-8-1410 1-3-2,Interior(1)1-3-2 to 3-3-0,Exterior(2)3-3-0 to 6-6-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=1b) 2=116. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND OVCLUDED MrTEK REFERANCE PAGE M111-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Duality CAterla,DSB49 and BM SuSding Component 6904 Parke East Blvd. Solety Informationovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type , Qty Ply Runquist Residence T15836806 J180954-F D04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:02 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-r DGrYDHMp7OB?4Avmi EI?BaoEPNffN W cBObKAy81 xt -1-8-03.3-0 6-6-0 1-8-0 3.3-0 3.3-0 4x4= Scale=1:18.8 4 7.00 F12 3x4 5, 5 3x4 3 6 2 d, d 1 7 11.50 II US 11 3x6 11 3-3-0 6-6-0 3-3-0 3-3-0 Plate Offsets(X,Y)-- [6:Edge,0-3-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:33 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. 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) 6=228/0-3-8,2=347/0-3-8 Max Horz 2=53(LC 11) Max Uplift 6=-39(LC 12),2=-116(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 3-3-0,Exterior(2)3-3-0 to 6-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=lb) 2=116. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design pwameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI-7473 rev.M1131015 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.seeANSIMII Quality Criteria,DSB49 and 1C3I Buldhg Component 6904 Parke East Blvd. So"Irdomlatlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 4 , Job Truss Truss Type city Ply Runquist Residence T15836807 J180954-F D05 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1713:59:03 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Oume3tEv76Fsp9fNTTDTHCIdYdljO6eggrm9tcy81 xs 1-B 0 33.0 6-6.0 8-2-0 1.8-0 3.3-0 3-3.0 1-8-0 Scale=1:19.8 4x4= 4 7.00 F12 3x4 3x4 5 3 71 6 2 m LJ d, d 7 1 8 1.5x4 II 3x6 II 3x6 II 3-3-0 6.6.0 3-3-0 3-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 2 r1/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:36 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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) 2=334/0-3-8,6=334/0-3-8 Max Horz 2=-58(LC 10) Max Uplift 2=-108(LC 12),6=-108(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 3-3-0,Exterior(2)3-3-0 to 6-2-6,Interior(1)6-2-6 to 8-2-14 zone;cantilever left and fight 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 2=108,6=108. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.1aV=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 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,seeANSVi9ll Quality CAteAa,DS849 and 6CSI Building Component 6904 Parke East Blvd. Safety kMormallorgvailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Truss Truss Type city Ply Runquist Residence 715836808 J180954-F E01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 11348:15 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-W jS2sPj86aU8mlXCKvxD2e5KOnrgXH?3TCvsrry8OLU 7-0-0 12-1-12 17.1-12 22-3-8 29-3-8 7-0-0 5-1-12 5-0-0 5-1-12 7.0.0 Scale=1:48.6 4x10—_ NAILED NAILED NAILED 1.5x4 11 3x4= 4x10= NAILED NAILED NAILED NAILED 3 21 22 4 2324 25 2627 5 28 29 6 7.00 12 11 n 11 11 11 11 u V 3x4 i 3x4- b 2 7 a 1 8 IT to 12 30 31 32 11 33 34 35 10 36 37 9 36 6x8 3x6 I I NAILED 8x8— NAILED NAILED 5x5= NAILED 3x6 11 6x8— = — — NAILED NAILED NAILED 7-0-012-1-12 17-1-12 22-3.8 29-3-8 7-0-0 5 1-12 5-0-0 5 1-12 7-0-0 TRUSS NOT ANALYZED-CUTTING ONLY: Plate Offsets(X,Y)-- [1:0-1-9,0-0-14],[1:0-2-1,0-3-4],[3:0-7-8,0-2-0],[6:0-7-8,0-2-0],[8:0-1-9,0-0-14],[8:0-2-1,0-3-4],[11:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 10-11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.28 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight:196 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 8-1-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-4-15,Right 2x4 SP No.2 2-4-15 REACTIONS. (Ib/size) 1=2493/0-5-8,8=2493/0-5-8 Max Horz 1=-79(LC 23) Max Uplift 1=-803(LC 8),8=-803(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2286/796,2-3=-3991/1355,3-21=-4507/1568,21-22=-4507/1568,4-22=-4507/1568, 4-23=-4507/1568,23-24=-4507/1568,24-25=-4507/1568,25-26=-4507/1568, 26-27=-4507/1568,5-27=-4507/1568,5-28=-4532/1578,28-29=-4532/1578, 6-29=-4532/1578,6-7=-3987/1353,7-8=-2285!795 BOT CHORD 1-30=-1089/3371,12-30=-1089/3371,12-31=-1091/3388,31-32=-1091/3388, 11-32=-1091/3388,11-33=-1471/4532,33-34=-1471/4532,34-35=-1471/4532, 10-35=-1471/4532,10-36=-1084/3383,36-37=-1084/3383,9-37=-1084/3383, 9-38=-1081/3367,8-38=-1081/3367 WEBS 3-12=-95/630,3-11=-520/1540,4-11=-641/331,5-10=-634/320,6-10=-536/1580, 6-9=-84/615 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. 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)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 Thomas A.Albani PE No.39380 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 Ib uplift at joint 1 and 803 Ib uplift at 6904 Parke East Blvd.Tampa FL 33610 joint 8. Date, 7)"NAILED"indicates????(0.148"x 3") toe-nails per NDS guidelines. �f1Uer{oft�8Q@ 9 December 17,2018 CAtWARfl/NG PI.ny 3esign psremerere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rov.laV34015 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.seeANSVTPII Quality Crltedo,DSB49 and OCSI Building Component 6904 Parke East Blvd. Safety Informalbnovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss ruse I ype ' r y Runquist Residence 715836808 J1 80954-F E01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1716:48:15 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-Wj S2sPj86aU8mlXCKv1D2e5KOnrgXH73TCvsrry80LU NOTES- 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 Ib down and 292 Ib up at 7-0-0,and 276 Ib down and 292 Ib up at 22-3-8 on top chord,and 253 Ib down and 105 Ib up at 6-9-14,329 Ib down and 129 Ib up at 7-2-2,and 329 Ib down and 129 Ib up at 22-0-10,and 253 Ib down and 105 Ib up at 22-5-10 on bottom chord. The desigrVselection 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) Vert:1-3=-54,3-6=-54,6-8=-54,13-17=-20 Concentrated Loads(lb) Vert:3=-205(F)6=-205(F)12=-329(F)9=-329(F)21=-114(F)22=-114(F)24=-114(F)25=-1 14(F)26=-114(F)28=-114(F)29=-114(F)30=-253(F)31=-68(F)32=-68(F) 33=-68(F)34=-68(F)35=-68(F)36=-68(F)37=-68(F)38=-253(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MR-7473 rev.IGV32015 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,seeANSVIPII Quality Criteria,DSB49 and SCSI Budding Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type • Qty Ply Runquist Residence T15836809 J180954-F E02 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:06 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-QTSnhvGoP 1 eRgcNy8cnAvrMAVrdOaRs6W p—pTxy81 xp 4-7-12 9 0 014-7-12 20-3-8 24-7-12 29-3-8 4 7-12 44 4 5-7-12 5-7-12 4-4-4 4-7-12 Scale=1:51.9 5x5 1.5x4 11 5x5= 4 2223 5 2425 6 7.00 2 1.5 x4 II 1 .5x4 II 3 7 1 m 3x4 i 2 26 0 2 3x4� tD 8 1 9 adp� a) clLi o 19 12 27 28 29 30 t1 31 32 10 3x10 MT20HS I I 3x4= axe= 3x4= 3x10 MT20HS 11 4-7-12 14-7-12 24-7-12 29-3-8 4-7-12 10-0-0 10-0.0 4-7-12 Plate Offsets(X,Y)-- [1:0-5-8,Edge],[4:0-2-8,0-2-1],[6:0-2-8,0-2-1],(9:0-5-8,Edge],[11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-04) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.32 11-12 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:182 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x6 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 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1206/0-5-8,9=1128/0-5-8 Max Harz 1=-103(LC 10) Max Uplift 1=-69(LC 12),9=-147(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1848/130,3-4=-1836/235,4-5=-1604/294,5-6=-1604/294,6-7=-1643/429, 7-9=-1642/336 BOT CHORD 1-12=-71/1604,11-12=-96/1320,10-11=-148/1235,9-10=-236/1359 WEBS 4-12=0/479,4-11=-49/522,5-11=-343/170,6-11=0/600,6-10=-147/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Extedor(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 20-3-8,Exterior(2)20-3-8 to 24-7-12,Interior(1)24-7-12 to 29-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)200.0Ib AC unit load placed on the bottom chord,9-0-0 from left end,supported at two points,4-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) 9=147. Thomas A.Albani PE No.39380 h iTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design paremetere and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE MU-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Blvd. Salety Informatlonavallable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Tess Type • pry Ply Runquist Residence T15836810 J180954-F E03 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:08 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-NsaX6b12xfu9vwXKG t pe_G RRce132KgP_7TwYgy81 xn 44:q0:00_ 0 0 11-0-0 18-3.8 23.7.12 29-3-8 40-0 7-0.0 7-3-8 5-4-4 5.7.12 Scale=1:49.6 5x5= 4x7= 4 23 24 25 26 5 7.00 F12 22 27 3x5 6 11.50 II m 3 n 21 2! 3x4 3x4 2 7 1 6 Ia 12 29 30 31 32 11 10 9 6x6_ 3x4= — 3x4= 2x4 11 3x10 11 4.0-0 14-0-01&3 8 23-7-12 29-3-8 4-0-0 10-0-0 43.8 5 4-4 5-7-12 Plate Offsets(X,Y)-- [1:Edge,0-2-81,[4:0-3-0,0-2-41,[5:0-5-4,0-2-01,[8:0-4-12,0-2-81,[11:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:189 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1206/0-5-8,8=1128/0-5-8 Max Horz 1=126(LC 11) Max Uplift 1=-69(LC 12),8=-147(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1867/242,3-4=-1932/265,4-5=-1280/237,5-6=-1417/313,6-8=-1637/322 BOT CHORD 1-12=-83/1663,11-12=-70/1231,10-11=-110/1166,9-10=-214/1359,8-9=-214/1359 WEBS 3-12=-275/245,4-12=-19/603,4-11=0/30715-11=0/381,6-10=-301/128 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-0-0,Exterior(2) 11-0-0 to 15-2-15,Interior(1)15-2-15 to 18-3-8,Exterior(2)18-3-8 to 22-6-7,Interior(1)22-6-7 to 29-0-12 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)200.01b AC unit load placed on the bottom chord,9-0-0 from left end,supported at two points,4-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) 8=147. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&1473 rev.101132015 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,seeAN3V1P11 Quality Criteria.DS849 and SCSI luldhg Component 6904 Parke East Blvd. Ii IMoanatioravollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence T15836811 J180954-F E04 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:09 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-r28vJxJgiy00X46 W pkKtXT_he2eunk1 YDnDT4Gy81 xm 40-0 417-12 9-0-0 13 0-0 16 3-8 22-7.12 29-3-8 4-0-0 0 7-1 4.44 4-0.0 3-3-8 1 6-4-4 6-7-12 4x4= Scale=1:54.1 4x7= 5 6 7.00 F12 3x4 4 23 3x5 7 1.5x4 II e Cb 3 3x4 i 22 24 2 3x4 8 1 9 I� 13 25 26 2728 12 11 10 3x10 MT20HS I I 3x4= 8x8= 3x4= 2x4 11 3x10 11 4 0 0 14-0-0 18 3-8 22-7-12 29-3-8 40 0 10-0-0 2.3-8 6.4-4 6-7-12 Plate Offsets(X,Y)-- [1:0-5-8,Edge],[6:0-5-4,0-2-01,[9:0-4-12,0-2-4] [12:0-4-0 0-4-8] LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.30 12-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:201 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD 2x6 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 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1206/0-5-8,9=1128/0-5-8 Max Harz 1=149(LC 11) Max Uplift 1=-69(LC 12),9=-147(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1830/106,3-4=-1803/207,4-5=-1302/238,5-6=-1121/235,6-7=-1318/277, 7-9=-1644/310 BOT CHORD 1-13=-47/1601,12-13=-85/1326,11-12=-48/1060,10-11=-195/1362,9-10=-195/1362 WEBS 4-13=0/414,4-12=-402/137,5-12=-43/494,6-12=0/393,7-11=-406/179 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Intedor(1)3-2-12 to 13-0-0,Exterior(2) 13-0-0 to 20-6-7,Interior(1)20-6-7 to 29-0-12 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)200.01b AC unit load placed on the bottom chord,9-0-0 from left end,supported at two points,4-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=lb) 9=147. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity deaipn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.1=12015 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 MR' 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,seeANSVIPII Quality CANIa.DN49 and/CSI Buldtp Component 6904 Parke East Blvd. Solely Mormationavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' r Qty Ply Runquist Residence T15836812 J180954-F E05 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:11 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-nRFfkdKwEaGkmNGvx9NLcu31 KsMOFdRrg5ia98y81 xk 5-0 0 9 0 0 14-2-8 5-1- 22-0-8 29-3.8 5-0-0 4-0.0 5-2-8 10- 6-it-8 7-3-0 40= 5x5= Scale=1:57.3 5 6 7.00 F12 3x4 23 24 4 3x5 7 1.5x4 11 3 dr 3x4 i P2 25 2 3x4 8 1 9 Ia 13 26 27 2829 12 11 10 3x10 MT20HS I I 3x4= 8x8= 2x4 11 3x10 II 3x4= 5-0-0 14-2-8 5-1- 22.0-8 29.3-8 5-0-0 9-2-8 10- 6-11-8 7-3-0 Plate Offsets(X,Y)-- [1:0-5-8,Edge],[6:0-2-8,0-2-1],[9:0-5-8,Edge],[12:0-",0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.29 12-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=1206/0-5-8,9=1128/0-5-8 Max Harz 1=163(LC 11) Max Uplift 1=-69(LC 12),9=-147(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1824/102,3-4=-1769/192,4-5=-1267/240,5-6=-1024/244,6-7=-1280/232, 7-9=-1631/303 BOT CHORD 1-13=-29/1582,12-13=-69/1330,11-12=0/1023,10-11=-179/1346,9-10=-179/1346 WEBS 4-13=0/435,4-12=-469/123,5-12=-51/593,6-11=-47/353,7-11=-432/236 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 14-2-8,Exterior(2) 14-2-8 to 19-3-15,Interior(1)19-3-15 to 29-0-12 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)200.01b AC unit load placed on the bottom chord,9-0-0 from left end,supported at two points,4-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) 9=147. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A,Albani PE No.39330 MiTek USA,Inc.FL Carl 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-VerKy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Me-7473 rev.1WU&201S 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 to 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,seeAN3VTP11 Quaft Criteria,DSB49 and 11C3I Building Component 6904 Parke East Blvd. So"YNarmallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836813 J180954-F E06 COMMON GIRDER 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:14 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-BOxoMeNpXVeJdr_UcHw2EXhY43SOSu5HM3wEmTyel xh 5-0 15 9 10 5 14-7-12 194-0 24-0 4 29.0 0 5-0-15 4-9-7 49 7 4-8-4 4-8-4 411-12 4x4= Scale:3/16'=1' 5 7.00 F12 3x5 i 3x5 4 6 3x5 3x5 3 7 3x4 i 2 3x4 8 1 9 LU IIH HII L4 I 14 13 12 2324 25 11 26 10 27 4x10= 3x6 11 8x8= 8x8= HTU26 5x5= HTU26 3x6 11 5x8 I I HGUS28-2 HTU26 HTU26 5 0 15 IV-9.7 10 5 14 7-12 19 4-0 24-0-4 29-0 0 5 0-15 4-9 7 49 7 74.67 4 8-4 4-11-12 Plate Offsets(X,Y)-- [1:0-1-9,0-0-14],[l:Edge,0-2-4],[9:0-4-8,0-0-12] [12:0-4-0 0-5-0] [13:0-4-0 0-0-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Verl -0.11 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.19 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.04 9 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:664 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc pudins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-M 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=3680/0-5-8,9=5131/Mechanical Max Harz 1=-168(LC 23) Max Uplift 1=-1125(LC 8),9=-1637(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-5731/1800,3-4=-0141/1997,4-5=-6069/2060,5-6=-6068/2061,6-7=-7703/2533, 7-9=-8074/2627 BOT CHORD 1-14=-1488/4873,13-14=-1488/4873,12-13=-1603/5276,11-12=-2063/6631, 10-11=-2193/6872,9-10=-2193/6872 WEBS 3-14=-614/237,3-13=-356/604,4-13=-235/310,4-12=-499/331,5-12=-1978/5807, 6-12=-2398/816,6-11=-773/2438,7-11=-333/160,7-10=-178/335 NOTES- 1)3-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:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc,Except member 12-5 2x4-1 row at 0-10-0 OC. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=1125,9--1637. 9)Use Simpson Strong-Tie HGUS28-2(36-1 Did Girder,12-10d Truss)or equivalent at 14-11-8 from the left end to connect truss(es)to Thomas A.Albani PE No.39380 back face of bottom chord. MiTek USA,Inc.FL Cert 6634 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-M oc max. 6904 Parke East Blvd.Tampa FL 33610 starting at 17-6-12 from the left end to 23-6-12 to connect truss(es)to back face of bottom chord. Date: 11)Fill all nail holes where hanger is in contact with lumber. December 17,2018 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)584 Ib down and 189 Ib up at iCg WAIWAon D�e� WA G-V n perameters and READ NOTES ON THIS AND NYCLUDED MrfEK REFERANCE PAGE MI 7173 rev.1 W732015 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,seeANSVIPII Quality Cdledo,DSB49 and III BuBdkV Component 6904 Parke East Blvd. Safely YNormaManavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 ruUncurlan,sr uruge,ueuvery,erecnun unu orucing ur Pusses aria rtuss sysrems,SecAMI/IF[16walay Gmena,USa-ty ana aC51 uulang component I 08u9 ranee east arva. Solely YMormallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 A t Job Truss Truss Type Oty Ply Runquist Residence T15836817 J180954-F 1-101 Half Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:40 2018 Page 2 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-ROVdgXh7PUwclr_U8109H0m2NYLkYff6L5Ecgzy8l)H LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,6-9=-20 Concentrated Loads(lb) Vert:11=-26 13=-83 14=-157 15=-1320(F)16=-1619(F)17=-1407(F) ,A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M111-7473 rev.IWO"015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bullding designer must verity the applicability of design parameters and properly incorporate this design into the overall to 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,seeANSVIPl1 Quality Criteria,D3549 and III Bulding Component 6904 Parke East Blvd. Safety Informationovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836818 J180954-F H02 Haft Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:41 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-vC3?1 thIAn2TN_YghSvOgDJ99yf8HB4GZIzAD Py81 xG '0' '8' 16.8-8 5-0-0 3-0-8 4x4= 3x6= Scale=1:50.1 5 6 3x4 7.0012 4 15 1.5x4 II 3 3x4 i 14 2 1 9 16 17 6 7 3xB I 3x4= 8x8= 3x4 11 5 0 0 15-D-0 16.8-8 5 0 0 10.0.0 1-8-8 Plate Offsets(X,Y)-- [1:0-2-12.0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:133 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 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.2-6-7,5-8 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 1Dd (0.131'x3')nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=604/0-5-8,7=604/Mechanical Max Harz 1=288(LC 11) Max Uplift 1=-105(LC 12),7=-169(LC 9) Max Grav 1=604(LC 1),7=658(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-840/210,3-4=-873/311,4-5=-276/159,6-7=-783/208 BOT CHORD 1-9=-384/822,8-9=-277/493 WEBS 4-9=-171/543,4-8=-435/211,6-8=-174/739 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 13-8-0,Exterior(2) 13-8-0 to 16-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1 and 169 Ib uplift at joint 7. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M&7473 rev.100312015 BEFORE USE. asee 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,seeANSVTPl1 Q&K My CdbAo,DSB-89 and 1=Building Component 6904 Parke East Blvd. Safety Infotmationovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 a y Job Truss Truss Type Qty Ply Runquist Residence 715836819 J180954-F H03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:42 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-NOdOFDiNx5AK_87sFAQdMRrHDM_DOiZPoPjilry8I xF 5-0-0 10-0-0 11-8-0 16.8-8 5-0-0 5-0-0 148.0 5-0-8 4x4 = 3x5 = Scale=1:43.5 5 17 18 19 6 3x4 i 4 7.00 F12 18 1.5x4 It 10 3 1.5x4 II 3x4 15 2 1 9 20 21 B _ 7 3x8 I I 3x4= 6x6 3x4 11 5-0-0 15-0.0 16 8-8 5-0-0 10-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-31,[8:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.16 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:122 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 2x6 SP No.2 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 2-0-0 JOINTS 1 Brace at Jt(s):10 REACTIONS. (Ib/size) 1=604/0-5-8,7=604/Mechanical Max Harz 1=247(LC 11) Max Uplift 1=-108(LC 12),7=-176(LC 9) Max Grav 1=604(LC 1),7=641(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-846/214,3-4=-876/317,4-5=-260/162,6-7=-791/198 BOT CHORD 1-9=-367/785,8-9=-276/468 WEBS 4-9=-151/534,4-10=-424/244,8-10=-436/284,6-8=-114/694 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;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-8-0,Exterior(2) 11-8-0 to 15-10-15,Interior(1)15-10-15 to 16-6-12 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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 108 Ib uplift at joint 1 and 176 Ib uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify daaign parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.1W&WI5 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,seeANWMII Quallilly Crftdo,DS6-89 and ICSI Buldlnp Component 6904 Parke East Blvd. SafMy Informatonavollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836820 J180954-F H04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:43 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-rbBmSZj?i PIBcli3ptxsveOVUI KS165Y13SGH 1y81 xE 5-0-0 9-8-0 16-8-8 5 0-0 4-8.0 7-0.8 5x5= 3x5= Scale=1:37.7 4 15 1617 5 7.00 F12 1.5x4 11 14 3 13 3x4 i 2 1 8 18 19 7 _ 6 3x5 11 3x4= 6x6 2x4 11 5-0-0 1S-G-0 16-8-8 5-0-0 10-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-3],[4:0-2-8,0-2-11,[7:0-3-0,0-4-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.14 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:113 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=604/0-5-8,6=604/Mechanical Max Horz 1=206(LC 11) Max Uplift 1=-111(LC 12),6=-182(LC 9) Max Grav 1=604(LC 1),6=621(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-843/219,3-4=-871/316,5-6=-751/177 BOT CHORD 1-8=-354/754,7-8=-256/438 WEBS 4-8=-162/518,4-7=-381/24515-7=-82/623 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-8-0,Exterior(2)9-8-0 to 13-10-15,Interior(1)13-10-15 to 16-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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 111 Ib uplift at joint 1 and 182 Ib uplift at joint 6. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03,2015 BEFORE USE. �'- Design valid for use only with MTel<0 connectors.This 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.seeANSVFP11 Qudity Criteria,DSB49 and BC31 Btddinp Component 6904 Parke East Blvd. SafNy InformaMonovoilable from Truss Plate InaTlhRe.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 [ r Job Truss Truss Type Qty Ply Runquist Residence T15836821 J180954-F H05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:44 2018 Page 1 ID:85tbaXaZpSgJ5Bmpni_HYlyBJW a-Jnl8fvkdTiQ2ESHFNaS5RsxfK9g2UXIdGjCgpky8l xD 5-0-0 7-8-0 9 0-0 16-8-8 5-0-0 2-8-0 1-4-0 7-8-8 5x5= Scale=1:32.9 3x4= 3x5 4 5 16 17 18 6 7.00 F12 1.50 II 3 10 1.5x4 11 15 3x4 i 2 1 9 8 7 3x4 11 3x4= 6x6— 2x4 11 5-0.0 15-0-0 16 8-8 5.0.0 ' 10-0-0 1-8 8 Plate Offsets(X,Y)-- [1:0-2-0,0-0-31,[4:0-3-0,0-2-41,[8:0-3-0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.16 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight: 109 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 2x6 SP No.2 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 2-0-0 REACTIONS. (lb/size) 1=604/0-5-8,7=604/Mechanical Max Hoa 1=166(LC 11) Max Uplift 1=-114(LC 12),7=-186(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-729/209,3-4=-698/260,4-5=-627/262,6-7=-692/161 BOT CHORD 1-9=-310/642,8-9=-277/510 WEBS 9-10=-69/311,5-8=-436/250,6-8=-68/615 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-8-0,Extedor(2)7-8-0 to 11-10-15,Interior(1)11-10-15 to 166-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 Ib uplift at joint 1 and 186 Ib uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1 0113 2 0 1 5 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 TM iTe 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,seeANSViPII Quality Criteria,DSB49 and III Building Component 6904 Parke East Blvd. Solely Int'ormaflonavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type Oty Ply Runquist Residence 715836822 JI 80954-F H06 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:10:21 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-6E20crBkeu_oylh96K8zu6wfE7dBjg8LZQ3X1 fy80v0 5-8.0 11-2-4 16-8-8 5-8-0 5-6-4 5.6.4 Scale:3/8'=1' NAILED 4x4= NAILED NAILED 3x4= NAILED NAILED 2x4 11 3 12 13 4 14 15 16 5 7.00 12 3x4 i 2 1 n n n n n n n Non n 177 18 19 20 21 22 8 5x6 11 6x6_ NAILED NAILED NAILED NAILED NAILED 6x6= — 5.8-0 11-2.4 16-8-8 5-8-0 5-6-4 5-6-4 Plate Offsets(X,Y)-- [1:Edge,0-0-1],[7:0-3-0,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.21 6-7 >955 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.44 6-7 >445 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:97 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. 4-7,4-6:2x4 SP No.3 WEBS T-Brace: 2x4 SPF Stud-4-6 SLIDER Left 2x4 SP No.3 1-10-15 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) 1=1183/0-5-8,6=1216/Mechanical Max Horz 1=125(LC 20) Max Uplift 1=-377(LC 8),6=-446(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-501/310,2-3=-1824/595,3-12=-1527/542,12-13=-1527/542,4-13=-1527/542 BOT CHORD 1-17=-558/1508,7-17=-558/1508,7-18=-538/1227,18-19=-538/1227,19-20=-538/1227, 20-21=-538/1227,21-22=-538/1227,6-22=-538/1227 WEBS 3-7=-67/604,4-7=-53/508,4-6=-1421/605 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 377 Ib uplift at joint 1 and 446 Ib uplift at joint 6. 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)188 Ib down and 210 Ib up at 5-8-0 on top chord,and 209 Ib down and 91 Ib up at 5-5-14,and 214 Ib down and 93 Ib up at 5-10-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Waming: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). Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-3=-54,3-5=-54,6-8=-20 ]f1Uer{Dn n8�e 9 December 17,2018 C�tWARRING'Vett/y 3edgn Aerometers and,READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MO-7473 rev.1603,2015 BEFORE USE. " Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSViPII Duality CrBeft,DSB49 and III BtAdhq Component 6904 Parke East Blvd. Safety linformationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 [ r Job Truss Truss Type Qty Ply Runquist Residence 715836822 J1 80954-F H06 Half Hip Girder 1 1 Job Reference(optional) _ Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1716:10:21 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-6E20crBkeu_oylh96K8zu6wfE7dBjg8LZQ3X1 fy8ovo LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-1 23(B)7=-214(B)4=-82(B)12=-82(B)13=-82(B)15=-75(B)16=-75(B)17=-209(B)18=-51(B)19=-51(B)20=-51(B)21=-48(B)22=-48(B) Q WARNING-Verify d@Wgn parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MI.7479 rsv.10/03/2015 BEFORE USE. Design valid for use only with MiTelc®connectors.This 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,seeANSVIPII Qually Crltedo,DSS-89 and BCSI BuldYq Component 6904 Parke East Blvd. SafMy kdormaMonavalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexondria,VA 22314, Tampa,FL 33610 4 Job Truss Tnss Type Oty Ply Runquist Residence T15836823 J180954-F J01 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:46 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-FAtu4alu_KgmTmReU?VZXH03wzJPyZh?j 1 hwudy8l xB 2-58 7-0-0 2-5-8 4.6-8 Scale=1:28.4 4 7.00 F12 m 0 1.5x4 11 13 `h 12 m J1 3x4 i 3 ? 2 1 Q] 4x7 116 d9� 7Ll 1.5x4 II 316 11 2-5 8 7-0-0 2-5-8 4-6.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.10 5-6 >847 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR 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. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=257/0-5-8,4=124/Mechanical,5=133/Mechanical Max Horz 1=117(LC 12) Max Uplift 1=-8(LC 12),4=-65(LC 12),5=-27(LC 12) Max Grav 1=257(LC 1),4=125(LC 17),5=144(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-298/54 BOTCHORD 1-7=-169/289 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 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 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 1,65 Ib uplift at joint 4 and 27 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10V32015 BEFORE USE. Design valid for use only with MT"connectors.This design is based only upon parameters shown,and is for an individual building component,not mi 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.seeANSVTP11 Ouali Criteria,DSS49 and 11i Building Component 6904 Parke East Blvd. Safety Informatkmavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 f , Job Truss Truss Type Qty Ply Runquist Residence T15836824 J180954-F J02 Comer Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:47 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-kMRG Iwm W Idod5vOg2jOo3UZFSNikhOx8yh0003y81 xA 2-5-8 5-0-0 2-5 8 2-6.8 Scale=1:22.5 4 Ia 7.00 F12 2x4 11 13 OD Do 3 a 3x4 W 2 cb 12 1 4x4= 0 d 7 1.5x4 11 3x8 11 2-5 8 5-0-0 2-5-8 2-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MR Weight:22 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=183/0-5-8,4=102/Mechanical,5=81/Mechanical Max Harz 1=83(LC 12) Max Uplift 1=-3(LC 12),4=-50(LC 12),5=-18(LC 12) Max Grav 1=183(LC 1),4=103(LC 17),5=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)0-0-0 to 3-0-0,Interior(1)3-0-0 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 3 Ib uplift at joint 1,50 Ib uplift at joint 4 and 18 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1&032015 BEFORE USE. �- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1Pl1 Quality C1Sedo,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infomtationovollable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836825 J180954-F J03 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:48 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-CY_fVGn8W xwUi3bOcQX1 ci5Tlm65QTBIALAI yVyB1 x9 2-5.8 3-0.0 2-5-8 0-6-8 Scale=1:15.7 4 AF] m 10 rnN d Li 7 1.5x4 II axe II 2-5-8 3-0-0 2-5-8T6� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MR Weight:15 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=109/0-5-8,4=37/Mechanical,5=72/Mechanical Max Horz 1=49(LC 12) Max Uplift 4=-14(LC 12),5=-29(LC 12) Max Grav 1=109(LC 1),4=37(LC 17),5=74(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 Extedor(2)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 14 Ib uplift at joint 4 and 29 Ib uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters end READ NOTES ON THIS AND WCLUDED M?EK REFERANCE PAGE MM7479 rev.lab.Y1015 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,seeANSVTPII Duality Criteria,DSB49 and SCSI lWdkV Component 6904 Parke East Blvd. Safety krformaeonavaiiable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Runquist Residence T15836826 J180954-F J04 Comer Jack 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:49 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-glY1 icomH F2LKDAC982G8veeXATy9wQRP?vbVxy81 x8 1-0-0 Scale=1:9.8 7.00 12 2 1 v a 3 5x5= 1.0 1-0--00 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 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 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=37/0-5-8,2=18/Mechanical,3=19/Mechanical Max Harz 1=17(LC 12) Max Uplift 2=-11(LC 12),3=-6(LC 12) Max Grav 1=37(LC 1),2=18(LC 17),3=22(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 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 11 Ib uplift at joint 2 and 6 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1110-7473 rev.IG03r2015 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,seeANSVIPII Quality Criteria,DSB-89 and BC31 BuNdkV Component 6904 Parke East Blvd. safety Informationavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 e � Job Truss Truss Type City Ply Runquist Residence T15836827 J180954-F J05 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:50 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-8x6PwyoO2YACyNI PjrZVh7BjiafEuLhaeff81 Oy81 x7 1-9-14 3-4-4 8 5 6 9-10-1 1� 16-6 r 3-1-3 3-4-11 5 Scale=1:28.0 4.95 F12 5x5% 17 4 M o_ 3x4 11 16 m 3 3x4 2 1 3x8 19 20 7 3x4= 18 9 2x4 11 3x6 I I 0P-6 3 4 4 9-10-1 -6 3-3-13 6-5-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.24 7-8 >480 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-9:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=428/0-7-0,5=76/Mechanical,6=348/Mechanical Max Harz 1=116(LC 8) Max Uplift 1=-87(LC 8),5=-36(LC 8),6=-113(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-474/111,3-4=-1212/396 BOT CHORD 1-9=-182/410,7-8=-1761404 WEBS 4-8=-301/847,4-7=-485/211 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp 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 87 Ib uplift at joint 1,36 Ib uplift at joint 5 and 113 Ib uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 52 Ib down and 25 Ib up at 4-2-15,and 88 Ib down and 71 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 44 Ib down and 44 Ib up at 4-2-15,and 53 Ib down and 36 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-54,9-10=-20,6-8=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:17=-26(F)18=-7(F)19=-44(F)20=-52(F) Mitek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M*7473 rev.l aV3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DS6a9 and SCSI&Adhg Component 6904 Parke East Blvd. Safety Infomlalbriavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence T15836828 J180954-F J06 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:51 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-c7gn7lpOpsl3aXJbHZ4kEKjup_?AdnOktJOhZgy81 x6 1-9.14 3-4-4 6-3-14 9-7-1 1-9-14 1.6-6 2-11-11 3-3-3 5 Scale=1:27.4 4.95 F12 3x6% 17 4 3x4 II to rn 3 3x4 2 3x8 19 20 7 0 3x4Li = 10 9 2x4 I I 3x6 11 0• -6 3-4-4 9-7-1 00-91 3-3-13 6.2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 7-8 >532 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.05 6 n/a 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 5-3-6 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-9:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=417/0-7-0,5=71/Mechanical,6=346/Mechanical Max Horz 1=113(LC 21) Max Uplift 1=-85(LC 8),5=-34(LC 8),6=-114(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-456/107,3-4=-1165/384 BOT CHORD 1-9=-176/396,7-8=-165/377 WEBS 4-8=-297/827,4-7=-462/202 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. 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 85 Ib uplift at joint 1,34 Ib uplift at joint 5 and 114 Ib uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 52 Ib down and 25 Ib up at 4-2-15,and 88 Ib down and 71 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 44 Ib down and 44 lb up at 4-2-15,and 53 Ib down and 36 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,9-10=-20,6-8=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:17=-26(F)18=-7(F)19=-44(F)20=-52(F) MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.laii (115 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Criteria,DSB49 and li Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Runquist Residence T15836829 J180954-F J07 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:53 2018 Page 1 ID:850baXaZpSgJ5Bmprd_HYlyBJ W a-YW oYY_rHLTZmpgT_Oz7CJlpFVnnw5jQ1 Kdtoejy8l x4 5-0-0 5-0-0 Scale=1:22.3 3 7.00 12 10 3x4 i 2 9 1 4 3x6 I I 5-0-0 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 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-3(LC 12),3=-65(LC 12),4=-3(LC 12) Max Grav 1=183(LC 1),3=122(LC 17),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)0-0-0 to 3-0-0,Interior(1)3-0-0 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 3 Ib uplift at joint 1,65 Ib uplift at joint 3 and 3 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.lay.2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1Pll Cual"' Criteria,DSB-89 and SCSI SuldkV Componerd 6904 Parke East Blvd. Safety Informafbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Runguist Residence T15836830 J180954-F J07A Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:54 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Oi MwmKsv6nhdR_2AyheRrzLQIB6ugAgAZHdMA9y81 x3 4-10.0 J 4-10-0 Scale=1:20.9 3 7.00 12 9 3x4 i T n 2 ^ rh N l�1 1 4 3x6 I I 4-10.0 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 4-7 >983 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=177/0-5-8,3=116/Mechanical,4=61/Mechanical Max Harz 1=114(LC 12) Max Uplift 1=-19(LC 12),3=-98(LC 12),4=-10(LC 12) Max Grav 1=177(LC 1),3=127(LC 17),4=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-9-4 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 2)This truss has been designed for a 10.0 lost 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 19 Ib uplift at joint 1,98 Ib uplift at joint 3 and 10 Ib uplift at joint 4. Thomas A.Albani PE No.38380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verily design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111411-7473 rev.la'=015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVfPl1 Quality CdNrlo,DSB49 and BCSI BUSdYy Component 6904 Parke East Blvd. SafNy Infonnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 4 Job Truss Truss Type Qty Ply Runquist Residence T15836831 J180954-F JOB Comer Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:55 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-VuvlzfsXt5pU28dM W 09gOAufDbV3ZdvJoxMviby8l x2 3-0-0 3-0-0 Scale=1:15.7 3 7.00 12 3x4 2 m � N 1 N 4 3x6 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:13 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Harz 1=49(LC 12) Max Uplift 3=-41(LC 12),4=-2(LC 12) Max Grav 1=109(LC 1),3=74(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 Exterior(2)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 41 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFFEK REFERANCE PAGE M/1-7473 rev.ravweIS 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,seeANSVIPl1 GualSy,Criteria,DSS-89 and SCSI Suld"Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type , City Ply Runquist Residence T15836832 J180954-F J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:57 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-RH12OLunPi3CISnidpB8TbzxhP4H1 VncFFrOnUy81xO 1-9-14 3 4-4 6-3-14 9-7-1 1-9-14 1-6-6 2-11-11 3-3-3 5 Scale=1:27.4 4.95 F12 3x6 17 4 u� m 3x4 II 16 m 3 a v 3x4 2 1 3x8 19 7 0 3x4Li = 18 9 2x4 11 3x6 11 0 3-4-4 9-7-1 GGQ 66 3-3-13 6-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.19 7-8 >609 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-9:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=407/0-7-0,5=73/Mechanical,6=318/Mechanical Max Horz 1=113(LC 21) Max Uplift 1=-82(LC 8),5=-36(LC 8),6=-104(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-442/102,3-4=-1093/353 BOT CHORD 1-9=-172/385,7-8=-171/378 WEBS 4-8=-256/747,4-7=-463/209 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);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 82 Ib uplift at joint 1,36 Ib uplift at joint 5 and 104 Ib uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 52 Ib down and 25 Ib up at 4-2-15,and 96 Ib down and 89 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 44 Ib down and 44 Ib up at 4-2-15 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:,1-5=-54,9-10=-20,6-8=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:17=-44(B)18=-7(B)19=-44(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Data December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev.1&032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVFPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836833 J180954-F J10 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 13:59:58 2018 Page 1 I D:851baXaZpSgJ5Bmprd_HYlyBJ W a-vTbRbhvPAOB3vcMxBXi NOpW B9oXOm_fmUvbZJwy81 x? 1-4-B 1.4-B Scale=1:10.9 7.00 12 2 1 N n C? N 3 5x5= 1-4-8 1-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-8 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=50/0-5-8,2=26/Mechanical,3=25/Mechanical Max Harz 1=23(LC 12) Max Uplift 2=-15(LC 12),3=-7(LC 12) Max Grav 1=50(LC 1),2=26(LC 17),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=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 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 15 Ib uplift at joint 2 and 7 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1 ayswl5 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,seeANSVtpll OualMv CrMerla,DSB49 and ICSI BuildYrp Compononf 6904 Parke East Blvd. SW*ty Irdormaln povallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russruss ype y y Runquist Residence 715836834 J1 80954-F J11 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:11:53 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-PxcAvJJSz9ak_Rj rVeoXcVkbwCEFHXtujkLOFJy8Ota o-11•s 1-las 0-11-5 all-5 Scale=1:10.7 4.95F1_2 2 NAILED 7 a 0 1 co n N I I 1 1 8 NAILED 3 4x5= 1-10-9 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=71/0-7-0,3=38/Mechanical,2=36/Mechanical Max Horz 1=22(LC 21) Max Uplift 1=-8(LC 8),3=-13(LC 8),2=-17(LC 8) Max Grav 1=71(LC 1),3=40(LC 3),2=36(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 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 1,13 Ib uplift at joint 3 and 17 Ib uplift at joint 2. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 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:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:8=-7(F) Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Vert1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1=142015 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,seeANSVIPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infoenationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ruse ruse ype y y Runquist Residence 715836835 J180954-F J12 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:12:50 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Evrto?CYgmfKBaoK6JvQXbKbBib81_Hp5tvi W y80sh 0.9-13 1-7-9 0-9-13 0-9-13 NAILE Scale=1:10.2 4.95 F12 2 1 W M r r 3 4x5= NAILED 1-7-9 1-7-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-9 oc purlins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=60/0-7-0,3=36/Mechanical,2=30/Mechanical Max Horz 1=19(LC 12) Max Uplift 1=-4(LC 12),3=-16(LC 12),2=-14(LC 12) Max Grav 1=60(LC 1),3=36(LC 1),2=31(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)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 4 Ib uplift at joint 1,16 Ib uplift at joint 3 and 14 Ib uplift at joint 2. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 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:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:3=-7(B) Thomas A.Albani PE No.39380 61iTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.lay.WO15 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indlvidual 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,seeANSVIPII Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. SalMy kdonnallonovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job russruss I ype Oty Ply Runquist Residence 715836836 J180954-F J13 Jack-Open Girder 1 1 Job Reference o tional Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:13:47 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-3tVGrlhy7BxZgyRlAarGEYS1392s_1 HgwTyOFjy80ro 1-4-8 4-2-4 7-0-0 - 1-4-8 2-9-12 2-9-12 Scale=1:13.3 5x8= NAILED 3x5= NAILED 1.5x4 II 7.00 12 2 12 3 13 4 1 ai RH nP 'A 14 15 16 17 18 73x10 II THD26 NAILED 6 NAILED THD26 5 NAILED 7x8= NAILED THD26 05= 6x8 II 1.4-8 4-2-4 7-0-0 1-4-8 2-9-12 2-9-12 Plate Offsets(X,Y)-- [1:0-1-5,0-2-41,[2:0-6-0,0-2-41,[6:0-3-8,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.03 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD 2x8 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.3 1-3-8 REACTIONS. (Ib/size) 1=903/0-5-8,5=1141/Mechanical Max Horz 1=20(LC 8) Max Uplift 1=-236(LC 5),5=-284(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-549/150,2-12=-1417/366,3-12=-1417/366 BOT CHORD 1-14=-251/933,7-14=-251/933,7-15=-270/1012,15-16=-270/1012,6-16=-270/1012, 6-17=-366/1417,17-18=-366/1417,5-18=-366/1417 WEBS 2-7=-150/622,2-6=-106/445,3-6=-108/459,3-5=-1542/399 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. 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 236 Ib uplift at joint 1 and 284 Ib uplift at joint 5. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)B04(1 ply 2x4 SP),B05(1 ply 2x4 SP),B06(1 ply 2x4 SP)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)93 Ib down and 55 Ib up at 1-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Albani PE No.39380 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=-54,2-4=-54,5-8=-20 December 17,2018 CptntwWIRR Veg gesign parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.1 aVM15 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,seeANSVTPII Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infomlatlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job fuss Truss Type Ply Runquist Residence 715836836 A80954-F J13 Jack-Open Girder 1 1 Job Reference o tonal Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 M'iTek Industries,Inc. Mon Dec 17 16:13:47 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYIyBJWa-3tVGrlhy7BxZgyRlAarGEYS1392s_1 HgwTyOFjy80ro LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-17(F)6=-500(B)14=-17(F)15=-500(6)16=-8(F)17=-8(F)18=-503(8) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANll/Ipll Dual" Crli DSB-69 and SCSI SuldFrp Component 6904 Parke East Blvd. SaIMy InfomraManavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • , Qty Ply Runquist Residence 715836837 J180954-F J14 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 is Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:02 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-nFrxR3ywDEhVODfiQMnJAfgj IQoJiotLP W ZnRhy81 wx 7-0-0 7-0-0 Scale=1:29.1 3 4 1.5x4 II 7.00 12 3x4 i 2 54 1 11711 JH 9 11 12 13 6 2x4 11 5 3x8 11 7-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-3-8,0-0-15] LOADING(pi SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 6-9 >768 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 6=9 >422 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.05 1 n/a We I BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 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 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-14 REACTIONS. (lb/size) 1=578/0-5-8,6=863/Mechanical Max Harz 1=113(LC 8) Max Uplift 1=-86(LC 8),6=-240(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-606/570 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 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 86 Ib uplift at joint 1 and 240 Ib uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)316 Ib down and 91 Ib up at 2-4-12,and 316 Ib down and 91 Ib up at 4-4-12,and 320 Ib down and 87 Ib up at 6-4-12 on bottom chord. The designtselection 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-14,5-7=-20 Concentrated Loads(Ib) Vert:11=-316(F)12=-316(F)13=-320(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. December 17,2018 A WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.irN13r2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSVFPII Qucdny Criteria,DSB49 and SCSI IuldN Component 6904 Parke East Blvd. 30oty Informatkmovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 city Ply Runquist Residence T15836838 J180954-F J15 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:03 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-GROKtOzY_YpMONEv_41YjsDty7AR FuVdAIKzBy81 ww 7-0-0 7-0.0 Scale=1:28.4 3 7.00 F12 Oi 10m g d 17v 3x4 2 1 4 3x6 11 7-0.0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 4-7 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 4-7 >361 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:26 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=257/0-5-8,3=168/Mechanical,4=88/Mechanical Max Harz 1=117(LC 12) Max Uplift 1=-8(LC 12),3=-90(LC 12),4=-2(LC 12) Max Grav 1=257(LC 1),3=170(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-356/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 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 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 1,90 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.faN31015 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,seeAN3VIPl1 Quality Criteria,DSB49 and III Buldli Component 6904 Parke East Blvd. Safety I nformalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.A exandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Runquist Residence T15836839 J180954-F J16 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:05 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-CqW 434_oW 933FhOH5VLOoH I FHdpzv6uo5UnR2Oy81 wu 4-11-0 9-10-1 4-11-0 4-11-0 4 Scale=1:28.0 4.95 12 14 1.5x4 3 13 T c7 0 u> e b 3x4 2 1 15 16 17 6 5 6x6 11 3x4= 9-10-1 9-9.10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 6-9 >538 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.44 6-9 >264 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc puffins. 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 REACTIONS. (Ib/size) 1=409/0-7-0,4=122/Mechanical,5=289/Mechanical Max Horz 1=116(LC 21) Max Uplift 1=-79(LC 8),4=-65(LC 8),5=-79(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-741/112 BOT CHORD 1-6=-186/389 WEBS 3-6=-436/209 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp 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 79 Ib uplift at joint 1,65 Ib uplift at joint 4 and 79 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 96 Ib down and 89 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 45 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:13=-3(F)14=-44(F)15=-7(F)16=-9(F)17=-34(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rev.1a/=015 BEFORE USE. ��- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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,seeANSVTPII Quality Crilerla,D3B-89 and SCSI Building Component 6904 Parke East Blvd. SafHy InfonnaBonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence T15836840 J180954-F J17 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1714:00:06 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-g04SHQ?QHTBwIgzUfCsFLVrQ7127eZPxJBX_aSy81 wt 4-9-8 9-7-1 4-9-8 4-9-6 4 Scale=1:27.4 4.95 F12 14 1.5x4 13 3 n m v a v 30 2 1 15 16 17 6 5 6x6 11 3x4= 9-7-1 9-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.25 6-9 >452 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.52 6-9 >221 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 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 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=398/0-7-0,4=121/Mechanical,5=282/Mechanical Max Harz 1=113(LC 21) Max Uplift 1=-76(LC 8),4=-66(LC 8),5=-77(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-740/108 BOT CHORD 1-6=-180/377 WEBS 3-6=-423/202 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat. ll;Exp 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 76 Ib uplift at joint 1,66 Ib uplift at joint 4 and 77 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 lb up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 96 Ib down and 89 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 45 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(6)14=-44(B)15=-7(B)16=-9(B)17=-34(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.1 NO3/2015 BEFORE USE. se— �- 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,seeANSIMII QualMy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaflonovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836841 J180954-F J18 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:07 2018 Page 1 ID:85dmOWpSgJ5Bmprd_HYWW a-8CegUmO32nJnU_YgDwNUtiOe6RZHN3u5YoGY6vy81 ws -1-11-05-0-0 1-8-0 5-0-0 Scale=1:21.5 4 7.00 F12 3x4-5- 3 3 ch Ch 10 2 1 5 3x6 I 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 0.32 Vert(LL) -0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:22 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 4=111/Mechanical,2=293/0-5-8,5=55/Mechanical Max Harz 2=127(LC 12) Max Uplift 4=-59(LC 12),2=-76(LC 12) Max Grav 4=114(LC 17),2=293(LC 1),5=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-14 to 1-3-2,Interior(1)1-3-2 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 59 Ib uplift at joint 4 and 76 Ib uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9-7473 rev.law-2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPII Quality CdtoAa,DSS-89 and SCSI Sinding Comp onont 6904 Parke East Blvd. SatNy Informatlgtovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Runquist Residence T15836842 J180954-F J19 Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:08 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-cOCDi6Ohp4Se687smdujQwws5gxz6W 7EnSO5f-y81 wr 1-8-0 3-0-0 1-8-0 3-0-0 Scale=1:15.8 4 3x4 i 7.00 F12 3 0P W oi N 2 10 1 5 3x6 II 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 4=55/Mechanical,2=230/0-5-8,5=26/Mechanical Max Holz 2=94(LC 12) Max Uplift 4=-30(LC 12),2=-78(LC 12) Max Grav 4=59(LC 17),2=230(LC 1),5=48(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 Ib uplift at joint 4 and 78 Ib uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UH-7473 rev.1&0"015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVFPl1 QualMy Cftdo,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safely YMormationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836843 J180954-F J20 Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:09 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-4bmbvS 1 JaOaVkl h3KLPyy7T1 rEIVryNN06leBny81 wq -1-8-0 1.0-0 1-8-0 1-0-0 Scale=1:9.9 3 7.00 F12 2 r 1 4 5x5= fro LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:8 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 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=1/Mechanical,2=213/0-5-8,4=-48/Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-4(LC 9),2=-120(LC 12),4=-48(LC 1) Max Grav 3=4(LC 8),2=213(LC 1),4=43(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(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 4 Ib uplift at joint 3,120 Ib uplift at joint 2 and 48 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.lai1.wM BEFORE USE. senes ��- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into me 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,seeANSVIPII Quality Criteria.DSB-89 and SCSI Buldlnp Component 6904 Parke East Blvd. Safety Informal onavollable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • ' Qty Ply Runquist Residence 715836844 J180954-F J21 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:10 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-Yr>Jz7o2xLiiMLSGFu2wBVLOCVeX1 aObXEmVCjEy81 wp 3-6-1 7-0-2 3-6-1 3-6-1 Scale=1:22.0 4 m a 0 4.95 F12 1.5x4 1 13 3 T Cl)CF cc 3x4 m 2 1 14 15 6 3x4=5 3x8 11 7-0-2 7-0-2 Plate Offsets(X,Y)-- (1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.06 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.12 6-11 >717 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:30 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 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 REACTIONS. (Ib/size) 1=246/0-7-6,4=81/Mechanical,5=166/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-54(LC 8),4=-40(LC 8),5=-50(LC 8) Max Grav 1=264(LC 28),4=83(LC 17),5=173(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-297/60 WEBS 3-6=-252/130 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp 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 54 Ib uplift at joint 1,40 Ib uplift at joint 4 and 50 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)49 Ib down and 10 Ib up at 1-4-15,and 65 Ib down and 43 Ib up at 4-2-15,and 71 Ib down and 58 Ib up at 4-2-15 on top chord,and 39 lb down and 76 Ib up at 1-4-15,and 20 Ib down at 4-2-15,and 23 Ib down and 11 Ib up at 4-2-15 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:13=-3(F)14=33(B)15=-10(F=-9,B=-1) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114111-7473 rev.fawwI5 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,seeANSVTPII Quality Criteria,DSB49 and 6CSI BWding Component 6WA Parke East Blvd. Safely Infomrallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836845 J180954-F J22 Jack-Open 21 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:112018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-1 ztLK83Z6?gDzcrRSIRQi YYFz2r2JstgTQEIFgy81 wo 7-0-0 r 7-0-0 Scale=1:28.4 3 7.00 12 9 10 30 i 2 1 4 3x6 11 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 4-7 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 4-7 >361 180 BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:26 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=257/0-5-8,3=168/Mechanical,4=88/Mechanical Max Horz 1=117(LC 12) Max Uplift 1=-8(LC 12),3=-90(LC 12),4=-2(LC 12) Max Grav 1=257(LC 1),3=170(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-356/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 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 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 1,90 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MEREFERANCE PAGE MLL7473 rev.1 aV3W 1S BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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,seeANSVFPII Qualitfr Criteria,DSB49 and ICSI Building Component 6904 Parke East Blvd. Solely Infomralbnavoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 33610 f y Job Truss Truss Type Qty Ply Runquist Residence T15836846 J180954-F J23 Corner Jack 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 Is Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:12 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJW a-VARjYT4BtJy4blQd?Tzfam5Vi SGN2J7gi4_Jo6y81 wn 5-0-0 5-0-0 Scale=1:22.3 3 7.00 12 10 ci 3x4 i m 2 cmb t° 9 ai 1 4 34 11 5-0-0 5-0.0 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 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-3(LC 12),3=-65(LC 12),4=-3(LC 12) Max Grav 1=183(LC 1),3=122(LC 17),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)0-0-0 to 3-0-0,Interior(1)3-0-0 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 3 Ib uplift at joint 1,65 Ib uplift at joint 3 and 3 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Vero design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1 aV3r2015 BEFORE USE. mi, 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,seeANSVIPII Quality Criteria,DSB49 and SCSI SuSding Component 6904 Parke East Blvd. Safety Inlormationavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Runquist Residence T15836847 J180954-F J24 Corner Jack 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:12 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-VARjYT4B1Jy4blQd?Tzfam5ZxS122J7gi4_Jo6y81 wn 3-0-0 3-0-0 Scale=1:15.7 3 7.00 F12 3x4-;- 2 2 m T q, N 1 a 4 3x6 II 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:13 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Horz 1=49(LC 12) Max Uplift 3=-41(LC 12),4=-2(LC 12) Max Grav 1=109(LC 1),3=74(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 41 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE NII-7473 rev.1 av=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 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.seeANSVIPII Quality Criteria,DSB49 and BCSI Buldkrp Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • , Qty Ply Runquist Residence T15836848 J180954-F J25 Comer Jack 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:13 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-zM?61 p4pdd4xCv?gZAUu7zelUrfZnmNzwkjsKYy81 wm 1 0-0 1-0-0 Scale=1:9.8 7.00 F12 2 1 OP v C, C. a i2 t 3 5x5= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 r1/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:51b 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 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=37/0-5-8,2=18/Mechanical,3=19/Mechanical Max Harz 1=17(LC 12) Max Uplift 2=-11(LC 12),3=-6(LC 12) Max Grav 1=37(LC 1),2=18(LC 17),3=22(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 11 Ib uplift at joint 2 and 6 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev.l a47.wOiS 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.seeANSVTPl1 Quality Criteria,DSB-89 and ICSI Building Component 6904 Parke East Blvd. SafNy Informallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Runquist Residence T15836849 J180954-F J26 Jack-Partial Girder 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:14 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-RYZUy95SOwCog3aO7u?7fBAo?Fu4W A669OTPs?y81 wl 4-11-0 9-10-1 4-11-0 4.11-0 4 Scale=1:28.0 1� 0 4.95 12 14 1.5x4 J 3 13 m o_ N V a 3x4 2 1 15 16 17 6 5 6x6 11 3x4= 9-10-1 9-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 6-9 >538 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.44 6-9 >264 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 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 REACTIONS. (Ib/size) 1=409/0-7-0,4=122/Mechanical,5=289/Mechanical Max Horz 1=116(LC 8) Max Uplift 1=-79(LC 8),4=-65(LC 8),5=-79(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-741/112 BOT CHORD 1-6=-186/389 WEBS 3-6=-436/209 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=4ft;Cat. Il;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 79 Ib uplift at joint 1,65 Ib uplift at joint 4 and 79 Ib uplift at joint 5. 6)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 96 Ib down and 89 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 45 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(F)14=-44(F)15=-7(F)16=-9(F)17=-34(F) Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.lay."015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVIPII Quality Croatia,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836850 J180954-F J27 Jack-Partial Girder 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:15 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-vl7sAV649EKfSD9ChbW MCOjzrf7EFddGO2CzPRy81 wk 4-9-8 9-7-1 4-9-8 4-9-8 4 Scale=1:27.4 Io 4.95 F12 14 1.5x4 13 3 n m co a .p e 3x4 2 1 15 16 17 6 5 6x6 11 3x4= 9-7-1 9-6-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.25 6-9 >452 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.52 6-9 >221 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc pudins. 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 2-0-0 REACTIONS. (Ib/size) 1=398/0-7-0,4=121/Mechanical,5=282/MechanicaI Max Hoa 1=113(LC 21) Max Uplift 1=-76(LC 8),4=-66(LC 8),5=-77(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-740/108 BOTCHORD 1-=-180/377 WEBS 3-6=-423/202 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp 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 76 Ib uplift at joint 1,66 Ib uplift at joint 4 and 77 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 96 Ib down and 89 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 45 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(F)14=-44(F)15=-7(F)16=-9(F)17=-34(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND iWCLUDED Uf EK REFERANCE PAGE M/1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSwIl Gualty Criteria,DSB49 and BM sulding Component 6904 Parke East Blvd. Safety Informafbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oily Ply Runquist Residence T15836851 J180954-F J28 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:16 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-NxhEN r7iwYS W 3NkP EJ 1 bkcGBv3de_76PdiyW xty81 wj 5-4-8 5-4-8 Scale=1:23.6 3 7.00 F12 10 40 i `7 0 2 m e 9 m 1 3xB 11 4 5-4-8 5-4-8 Plate Offsets(X,Y)-- [1:0-2-4,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-7 >802 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-MP Weight:22 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=197/Mechanical,3=129/Mechanical,4=68/Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-1(LC 12),3=-71(LC 12),4=-4(LC 12) Max Grav 1=197(LC 1),3--131(LC 17),4=95(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)0-0-0 to 3-",Interior(1)3-M to 5-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 Ib uplift at joint 1,71 Ib uplift at joint 3 and 4 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1&732015 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,notIs 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/It111 Quality CdfNda,D"and BC31 SWdhp Component 6904 Parke East Blvd. SWoty Infomnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 l { Job Truss Truss Type city Ply Runquist Residence T15836852 J180954-F J29 Jack-Open 3 1 Job Reference optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:17 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-r7FcbB7KhraMhXJboOYgHpoLzTyKj aMZrMh3TKyB1 wi 5.8-0 5-8.0 Scale=1:24.4 3 7.00 F12 9 T 30 i v m a 2 1 4 3x6 11 5-8-0 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.10 4-7 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 rt/a rJa BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=207/0-5-8,3=136/Mechanical,4=71/Mechanical Max Horz 1=94(LC 12) Max Uplift 1=-5(LC 12),3=-74(LC 12),4=-2(LC 12) Max Grav 1=207(LC 1),3=138(LC 17),4--101(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-253/73 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4 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 5 lb uplift at joint 1,74 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3VIP11 Quaft Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Irdoenatlaravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence 715836853 J180954-F J30 Jack-Partial Girder 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:18 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJWa-KKo?oX8yS9iDJgtnMj33g1 LXpsD5SOui4ORd?my8lwh 3-11-11 7-11-7 3-11.11 3.11-11 4 Scale:1/2"=l' 14 4.95 F12 1.5x4 13 3 3x4 2 1 15 16 17 6 5 3x8 11 3x4= 7-11-7 7-11-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.11 6-9 >841 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 6-9 >414 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.01 4 n/a rJa BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:34 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. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=327/0-7-0,4--134/Mechanical,5=242/Mechanical Max Harz 1=94(LC 21) Max Uplift 1=-59(LC 8),4=-76(LC 8),5=-65(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-477!79 BOT CHORD 1-6=-139/286 WEBS 3-6=-324/157 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp 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 59 Ib uplift at joint 1,76 Ib uplift at joint 4 and 65 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 90 lb down and 84 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 47 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:13=-3(B)14=-60(B)15=-7(B)16=-9(B)17=-40(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 M Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10103/2015 BEFORE USE. Design valid for use only with M(TekS connectors.This 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,seeANSV1p11 GuoIN1r Cdfeda,DSB49 and W-V BWdtrrp Component 6904 Parke East Blvd. Safety Informalbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836854 J180954-F J31 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:19 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYW W a-oW MNOt9aDTg4xgS_wRblMEti 1 Ga5BTKsJgAAYCy81 wg 3-10-3 7-8.7 3-10-3 3-10-3 Scale=1:23.5 4 14 4.95 12 11.50 13 3 0 3x4% ^ cb 2 1 15 16 17 6 3x4=5 3x8 I I 7-8-7 7-8-0 Plate Offsets(X Y)-- [1:0-3-8,Edae) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.10 6-9 >944 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 6-9 >465 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=315/0-7-0,4=141/Mechanical,5=237/Mechanical Max Horz 1=91(LC 21) Max Uplift 1=-56(LC 8),4=-80(LC 8),5=-62(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=439/73 BOT CHORD 1-6=131/270 WEBS 3-6=-306/149 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp 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 56 lb uplift at joint 1,80 lb uplift at joint 4 and 62 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib down and 18 Ib up at 1-5-0,and 71 Ib down and 58 Ib up at 4-2-15,and 87 Ib down and 82 Ib up at 7-0-14 on top chord,and 7 Ib down and 11 Ib up at 1-5-0,and 23 Ib down and 11 Ib up at 4-2-15,and 49 Ib down and 18 Ib up at 7-0-14 on bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:13=-3(F)14=-66(F)15=-7(F)16=-9(F)17=-43(F) h1iTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date December 17,2018 Q WARNING.verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev,faMSr2015 BEFORE USE. Design valid for use only with MfTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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,seeANSVIpll Quality Criteria,DSB49 and SCSI Iuldbg Component 6904 Parke East Blvd. Safety Intermall nravollable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836855 J180954-F J32 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:20 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-GivADDAC_myxY_1 AT86XvSOrrg_bwwrtXKwk4ey8lwf 5-0-0 5-0-0 Scats=1:33.3 2 7.00 F12 7 3x5 1 6 0 d 4 5 3 1.5x4 11 3x4= 5-0-0 5.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.06 4-5 >909 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:27 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. (lb/size) 5=177/0-5-8,2=129/Mechanical,3=48/Mechanical Max Horz 5=142(LC 12) Max Uplift 2=-72(LC 12),3=-48(LC 12) Max Grav 5=177(LC 1),2=130(LC 17),3=96(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 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 72 Ib uplift at joint 2 and 48 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERANCE PAGE M67478 rev./6N92015 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,seeAN3VIMI Quality Cdledo,D3849 and BCSI BWdkp Cornponont 6904 Parke East Blvd. SefMy Warmallonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836856 J180954-F J33 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:21 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-kvU7QYA044oA8cM 1 sdmRfz4Y4NvfOn8m_fHc5y81 we 3-0-0 3.0-0 Scale=1:26.6 7.00 F12 2 3x5 i 1 0 OP '? a Ci Fl Lj 4 5 3x4=3 1.5x4 II 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=103/0-5-8,2=75/Mechanical,3=28/Mechanical Max Horz 5=108(LC 12) Max Uplift 2=-42(LC 12),3=-66(LC 12) Max Grav 5=103(LC 1),2=76(LC 17),3=77(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)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 42 Ib uplift at joint 2 and 66 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.la1=015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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,seeANSVIPII QualMy Criteria,DSl-69 and SM McIlling Component 6904 Parke East Blvd. Safety Motmatloravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Runquist Residence T15836857 J180954-F J33A Jack-Open 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:22 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-C52VeuBTW OCfolBYbZB?_tVF1 Uj5Orgl?ePgBXy81 wd 3-0-0 3-0-0 Scale=1:26.6 7.00 F12 2 3x5 i 1 0 m m a b 8 F1 Li 4 5 30=3 1.5x4 II 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=103/0-5-8,2=75/Mechanical,3=28/Mechanical Max Horz 5=154(LC 12) Max Uplift 5=-8(LC 10),2=-65(LC 12),3=-98(LC 12) Max Grav 5=106(LC 18),2=82(LC 17),3=97(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. ll;Exp C;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&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 8 Ib uplift at joint 5,65 Ib uplift at joint 2 and 98 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3VIPII Quatlllr Criteria,DSl-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMomrollonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 7 1 Job Truss Truss Type Qty I Ply Runquist Residence T15836858 J180954-F J34 Comer Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:23 2018 Page 1 ID:85tbaXaZpSgJ56mprd_HYlyBJ W a-gHcurEC5HhKW PSml9HfEX42Qrt1 r7HYRE180hzy81 we 1-0-0 1-0-00 7.00 F12 Scale=1:20.9 2 3x5 i 1 11 m 5 4 3 1.5x4 11 3x5 II 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:11 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) 5=31/0-5-8,2=23/Mechanical,3=8/Mechanical Max Horz 5=75(LC 12) Max Uplift 5=-107(LC 10),2—13(LC 12),3=-140(LC 12) Max Grav 5=141(LC 12),2=23(LC 17),3=133(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-461/399 WEBS 1-4=-419/475 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 1071b uplift at joint 5,13 Ib uplift at joint 2 and 140 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND MVCLUDED MI EK REFERANCE PAGE M&7473 ray.faV"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 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,seeANSWI1 Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety IMomnatbrpvoilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314, Tampa,FL 33610 Y o rusS Truss Type Qty Ply Runquist Residence 715836859 J180954-F J35 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1716:41:37 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJWa-A9PbKKvUrlLcOb6j?Jouw4cLIL1 iHJSUxHVoswy8ORl 14-:- 9 8 9-7-1 49. -8 4-9-8 3 Scale=1:40.1 4.95 12 NAILED NAILED 10 8x8 9 2 NAILED 1.5x4 II 8 1 11 12 6 13 5 7 NAILED 1.5x4 II NAILED 4 3x4= 3x4= NAILED 6 49-8 9-7-1 4-9 2 4-9-8 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 0.48 Vert(LL) -0.03 56 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=127/Mechanical,4=274/Mechanical,7=366/0-7-0 Max Horz 7=172(LC 8) Max Uplift 3=67(LC 8),4=-196(LC 8),7=204(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-13=-216/254,5-13=-216/254 WEBS 2-7=-335/129,2-5=-352/300,26=-139/267 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 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 36-0 tall by 2-"wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 3,196 Ib uplift at joint 4 and 204 Ib uplift at joint 7. 6)'NAILED"indicates 3-10d(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=-54,4-7=-20 Concentrated Loads(Ib) Vert:10=-53(B)13=-20(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNOVG-Verity design Parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MO-7473 mv.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1M1 pyoNy Crftda,DSB49 and SCSI SuSdhg Component 6904 Parke East Blvd. Sally IlnlomtaWriavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss russ I ypB Qty Ply Runquist Residence 715836860 J180954-F J36 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:23:03 2018 Page 1 I D:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-og5SXPOjBO?gNOyclMpfmoUzgHpkG UrW nzesnUy8Oj6 4-11-0 9-10.1 4-11-0 4-11-0 3 Scale=1:40.7 '4 4.95 12 NAILED Id 10 30 NAILED 2 9 NAILED 3x4 8 1 n in 11 12 6 13 5 1.5x4 II NAILED 3x4= NAILED 4 3x4 NAILED 0-Q 6 4-11-0 9-10-1 0 6 4-10-10 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=377/0-7-0,3=120/Mechanical,4=289/Mechanical Max Harz 7=175(LC 8) Max Uplift 7=-208(LC 8),3=-62(LC 8),4=-199(LC 8) Max Grav 7=456(LC 27),3=120(LC 1),4=327(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-351/116,1-8=-345/129,8-9=-301/138,2-9=-267/135 BOT CHORD 6-13=-213/295,5-13=-213/295 WEBS 1-6=-104/306,2-5=-418/302 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp 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 208 Ib uplift at joint 7,62 Ib uplift at joint 3 and 199 Ib uplift at joint 4. 6)"NAILED"indicates 3-1Od(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=-54,4-7=-20 Concentrated Loads(Ib) Vert:10=-53(B)13=-20(B) Thomas A.Albani PE No.38380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 ,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 111/1-7473 rev.1a,=015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVTPII Duality CAloda.DS549 and BCSI 8uldlry Component 6904 Parke East Blvd. Safety Infommlbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 e , Job Truss Truss Type Qty i Ply Runquist Residence T15036861 J180954-F J37 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:25 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-cgkeGwELpJbEflw7Gih cV7bZhc4b9kkhbdVlsy81 wa 7-0-0 7-0-0 Scale=1:39.3 2 7.00 12 7 6 3x5 i od JU 4 5 3 1.5x4 II 3x4= 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.13 4-5 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.26 4-5 >319 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=251/0-5-8,2=183/Mechanical,3=68/Mechanical Max Horz 5=249(LC 12) Max Uplift 2=-1 58(LC 12),3-61(LC 12) Max Grav 5--251(LC 1),2=199(LC 17),3=136(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=-278/239 WEBS 1-4=-258/301 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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 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 158 Ib uplift at joint 2 and 61 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Vertrydesign parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M/-7473 rev.1WO312015 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 fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quollltv Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallorravailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Y I o Russ Truss Type Oty Fly Runquist Residence 715836862 J180964-F J38 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 16:43:17 2018 Page 1 ID:851baXaZpSgJ5Bmprd_HYlyBJ W a-FOROK W 6DIOxQOylxsJbLzol U FfBDibvCxrj507y8008 2 22 1-1 2-1-1 4.95 12 Scale=1:26.2 2 NAILED 3x4 B 1 u ? a e 7 4 5 NAILED 3 1.5x4 II 3x4= 4-2-3 4-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=147/0-7-0,2=107/Mechanical,3=40/Mechanical Max Horz 5=154(LC 8) Max Uplift 5=-103(LC 4),2=-79(LC 8),3=-108(LC 8) Max Grav 5=147(LC 1),2=107(LC 1),3=79(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;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 103 Ib uplift at joint 5,79 Ib uplift at joint 2 and 108 Ib uplift at joint 3. 6)"NAILED"indicates 3-10d(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:1-2=-54,3-5=-20 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M3.7473 rev.1 aG3W 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 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,seeANSVIP11 Quality Criteria,DSB-89 and BCSI BuldkV Component 6904 Parke East Blvd. 3W*ty IMotmallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Runquist Residence T15836863 J180954-F J39 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:27 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYWW a-Z2rOhcFbKwryu34W O6kAhwD4wVNw35T18v6bgkyBl wY 3-11-3 , 1-11-9 1-11-9 4.95 12 2 Scale=1:25.8 NAILED 3x4 6 1 rb N V 7 4 5 NAILED 3 1.5x4 II 3x4= 3-11-3 3-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACiNG- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 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. (lb/size) 5=138/0-7-0,2=100/Mechanical,3=37/Mechanical Max Harz 5=149(LC 8) Max Uplift 5=-100(LC 4),2=-74(LC 8),3=-114(LC 8) Max Grav 5=200(LC 26),2=100(LC 1),3=119(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;save=4ft;Cat. ll;Exp C;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 5,74 Ib uplift at joint 2 and 114 Ib uplift at joint 3. 6)'NAILED"indicates????(0.148"x 3') toe-nails per NDS guidelines. 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:1-2=-54,3-5=-20 Thomas A.Albani PE No.39380 h1iTek USA.Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date, December 17,2018 A WARNING.Veft design parameters end READ NOTES ON THIS AND INCLUDED Mri EK REFERANCE PAGE A111117473 rev.l al=015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVIPII Quality CAleda,D"and BCSI Buldling Component 6904 Parke East Blvd. Safey YNoenatiorsovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 t t 1 Job Truss Truss Type Qty Ply Runquist Residence T15036064 J180954-F J40 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:28 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-1 FPmuyG E5 EzpW DeixgFPE81F_uf7oXkANZs9MBy81 wX q:0_07-0-0 3 0 0 4-0-0 Scale=1:29.8 5x5= NAILED 1.50 II 7.00 F12 2 8 3 4 Fl 1.5x4 I 1 9 10 11 6 7 NAILED NAILED 3x6=5 40= 3-0-0 7-0-0 3-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-2-8,0-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.14 6-7 >552 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.13 6-7 >588 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=308/Mechanical,6=322/Mechanical Max Horz 7=153(LC 8) Max Uplift 7=-322(LC 4),6=-448(LC 5) Max Grav 7=378(LC 31),6=425(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-187/250 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. Il;Exp C;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 322 Ib uplift at joint 7 and 448 Ib uplift at joint 6. 8)'NAILED"indicates????(0.148"x 3") toe-nails per NDS guidelines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 Ib down and 290 Ib up at 3-0-0 on top chord,and 199 Ib down and 226 Ib up at 3-2-2 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). Thomas A.Alhani PE No.39380 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND NYCLUDED AffTEK REFERANCE PAGE AML7473 rev,1=12015 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 MMe ak' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3VIPI1 Quality Criteria,DSB49 and 111I lLA&V Component 6004 Parke East Blvd. SaI Mfoenalbnavailable from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 � 1 A Job Truss Truss Type Qty Ply Runquist Residence T15836864 J180954-F J40 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:28 2018 Page 2 I D:851baXaZpSgJ5Bmprd_HYIyBJ W a-1 F PmuyGE5EzpW DeixgFPE81F_uf7oXkANZs9MBy81 wX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-14,5-7=-20 Concentrated Loads(Ib) Vert:2=-76(B)8-211(B)9=-9(B)10=-19(B)11=-8(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.laV32015 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,seeANl1/Mil CucOy CMda,D3649 and BC31 Buldbg Componont 6904 Parke East Blvd. Welly Informatlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 1 � Job Truss Truss Type Oty Ply Runquist Residence T15836865 J180954-F J41 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:29 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJ W a-VRz96HHssX5g7NDvVXmemLlOul?eXy4KcDbi udy81 wW 5-0.0 5-0-0 Scale=1,35.6 5x5= 3x5 11 2 3 7.00 F12 8 1.5x4 II 7 1 6 3x4= 5 4 3x6= 5-0-0 7-0.0 5-0-0 2-0-0 Plate Offsets(X Y)-- [2:0-2-8,0-2-1),[3:0-2-12,0-0-8) LOADING ll SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 5-6 >711 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 V8R(CT7 -0.22 5-6 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:52 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=243/Mechanical,3=46/Mechanical,5=203/Mechanical Max Harz 6=204(LC 12) Max Uplift 3=39(LC 8),5=-149(LC 12) Max Grav 6=243(LC 1),3=46(LC 1),5=233(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-241/267 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interial 3-1-12 to 5-0-0,Exterior(2)5-0-0 to 6-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girders)for truss to truss connections. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 3 and 149 lb uplift at joint 5. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Thomas A.All PE No.39380 NI Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date, December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M67473 rev.1116=015 BEFORE USE. Design valid for use only with M(fek®connectors.This 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,seeAMSVFPII GualMv Cftl DSB-89 and BCSIuldlnp Componerif 6904 Parke East Blvd. arN S1 MomtaMonavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836866 J180954-F J42 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:30 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-zdXXJdHUdrD W I W o53FHtJZrUFiJsGPVTrtLFQ3y81 wV 6-4-13 0 6-4-13 7- 4x4= Scale=1:40.7 2 3 7.00 12 8 7 3x5 i 1 , 6 5 4 1.5x4 II 3x4= 3-6-' 6-4-13 3-6-0 2-10-13 -7- 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 0.71 Vert(LL) -0.13 5-6 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.27 5-6 >305 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.20 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=251/Mechanical,3=14/Mechanical,4=237/Mechanical Max Harz 6=237(LC 12) Max Uplift 3=-12(LC 8),4=-199(LC 12) Max Grav 6=251(LC 1),3=14(LC 1),4=278(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 5-6=-265/226 WEBS 1-5=-239/282 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. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-4-13,Exterior(2) 6-4-13 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)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 12 Ib uplift at joint 3 and 199 Ib uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE W7473 rev.IMS2015 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,seeANSVINt Guaft CrINAa,DSB49 and BC81 Mrdhg ComponrarN 6904 Parke East Blvd. Sabfy irforma8orravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 e Job Truss Truss Type City Ply Runquist Residence T15836867 J180954-F J43 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 1714:00:31 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-Rg5vXzl6O9LN NgNHdyo6nnNfJ6fi?gVd3X4pzW y81 wU 7-0-0 7-0-0 3x4= 1.5x4 II Scale=1;33.4 1 5 6 2 3 4 3x4= 1.5x4 II 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 3-4 >663 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 3-4 >331 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:47 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. REACTIONS. (Ib/size) 4=248/Mechanical,3=248/Mechanical Max Horz 4=-239(LC 10) Max Uplift 4=224(LC 8),3=224(LC 9) Max Grav 4=287(LC 18),3=287(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-281/369 BOT CHORD 3-4=-343/354 WEBS 1-3=-277/277 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 Ib uplift at joint 4 and 224 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE Rill rev.1aN=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 truss system.Before use,the building designer must verify the applicablllty of design parameters and properly Incorporate this design into the overall HE 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,seeANSVIPII CuWMV Criteria,DSB-89 and BCSI BuildYp Component 6904 Parke East Blvd. SafNy Ydormallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence T15836868 J180954-F J44 Roof Special 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:31 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYIyBJW a-Rg5vXzl6O9LNNgNHdyo6rmNfJ6fi?scd3X4pzW y81 wU 7.0-0 7-0-0 1.5x4 11 Scale=1:26.8 3x4= 1 5 6 2 171 Li 3 4 3x4= 1.5x4 I I 1 7-0-0 -- 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 3-4 >663 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 3-4 >331 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc pudins, 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. (lb/size) 4=248/Mechanical,3=248/Mechanical Max Horz 4=186(LC 11) Max Uplift 4=-187(LC 8),3=-187(LC 9) Max Grav 4=259(LC 18),3=259(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(11 or less except when shown. TOP CHORD 1-4=-213/301 BOT CHORD 3-4=-266/274 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 187 Ib uplift at joint 4 and 187 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10173*015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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,seeAN3V1Pl1 Quality CrMerla,D3549 and IM BuldYp Component 6904 Parke East Blvd. Wolly kdormallonavoilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Runquist Residence 715836869 J180954-F J45 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:32 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYWW a-vOfHkJJk9STE_gyTAgKLO_wg3W?xkLEmlBgMVyy81 wT 7-0-0 7-0-0 1.5x4 Scale=1:20.1 3x4= 1 5 6 2 3 4 3x4= 1.5x4 II 7.0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 3-4 >663 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 3-4 >331 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:39 Ib FT=20 LUMBER- B RAC I N G- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 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=248/Mechanical,3=248/Mechanical Max Hoa 4=-132(LC 10) Max Uplift 4=-160(LC 8),3=-160(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-181/251 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 Ib uplift at joint 4 and 160 Ib uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date, December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED dBTEK REFERANCE PAGE 1101.7479 m!laW/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANSVIPl1 Cudlh Crtierla,DSB49 and BCSI ButidYp Component 6904 Parke East Blvd. Sdety Ydormatbmovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Tn1ss Truss Type Oty Ply Runquist Residence T15836870 J180954-F K01 Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:34 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-sPm29?L_h4jyE86sl5MpTP?7gJkhCBc31 VJTZry81 wR 3 7-12 7-0-0 12-0-0 17.0-0 20-4-4 24-0-0 r 3-7-12 3-4-4 5-0-0 5.0 0 3-4-4 3-7-12 Scale=1:42.4 5x5= NAILED NAILED NAILED 3x4= NAILED 5x5= 4 20 21 5 22 23 6 7.00 F12 1.5x4 1.5x4 i 3 7 m 3x5 3` 8 2 1 9 I� 11 24 25 26 27 10 28 BE 6x6_ Ix8_ NAILED NAILED NAILED NAILED 8x8— 6x6— 7-0-0 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-2-81,[4:0-2-8,0-2-11,[6:0-2-8,0-2-11,[9:0-0-1,0-2-81,[11:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.15 10-11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.34 10-11 >836 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:145 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E`Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=2021/0-5-8,9=2026/0-5-8 Max Horz 1=-79(LC 6) Max Uplift 1=-648(LC 8),9=-650(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3138/1049,3-4=-3164/1074,4-5=-2753/967,5-6=-2766/971,6-7=-3172/1078, 7-9=-3130/1051 BOT CHORD 1-11=-827/2560,10-11=-1046/3103,9-10=-826/2556 WEBS 3-11=-204/324,4-11=-263/1046,5-11=-506/257,5-10=-490/252,6-10=-266/1055, 7-10=-208/335 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;MWFRS(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 648 Ib uplift at joint 1 and 650 Ib uplift at joint 9. 7)"NAILED"indicates????(0.148"x 3") toe-nails per NDS guidelines. Thomas A.Albani PE No.39380 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down and 292 Ib up at MiTek USA,Inc.FL Cert 6634 7-0-0,and 276 Ib down and 292 Ib up at 17-M on top chord,and 253 lb down and 105 Ib up at 6-9-14,329 Ib down and 129 Ib up 6904 Parke East Blvd.Tampa FL 33610 at 7-2-2,and 329 Ib down and 129 Ib up at 16-9-2,and 253 Ib down and 105 Ib up at 17-2-2 on bottom chord. The Date: design/selection of such connection device(s)is the responsibility of others. December 17,2018 9)Inrthe LOAD CAS}SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LWAR J/ING«en7y%esgn p Im arameter and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE N&7479 my 1OV302015 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,seeAN3VIPII Quality Criteria,DSl-69 and ICSI Iu1dYp Component 6904 Parke East Blvd. Safely Intomlallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 r 1 1 Job Truss Tnus Type Qty Ply Runquist Residence T15836870 J180954-F K01 Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:34 2018 Page 2 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-sPm29?L_h4jyE86sl5MpTP?7gJkhCBc31VJTZry81 wR LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-54,6-9=-54,12-16=-20 Concentrated Loads(lb) Vert:4=-205(F)6=-205(F)11=-582(F)10=-329(F)20=-114(F)21=-114(F)22=-114(F)23=-114(F)24=-68(F)25=-68(F)26=-68(F)27=-68(F)28=-253(F) A WARNING-Verify design Parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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,seeAN3V1PI1 Quay CMAs,DS6/9 and BCSI Buldlly ComponMt 6904 Parke East Blvd. SaINy Irdormalbnovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r 1 Y Job Truss Truss Type Qty Ply Runquist Residence T15836871 J180954-F K02 Hip 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:35 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-KbKQMLLdSNrprlh2sot2OcY07j1 GxiXC_9206Hy81 wQ 11-4 9-0-0 15-0.0 19-4-4 24-0-0 4-7-12 4-4-4 6-0-0 4-4-4 4-7-12 Scale=1:40.4 6x6= 6x6= 4 20 21 22 23 5 7.00 12 1.5x4\\ 1.5x4 3 6 d 19 24 lb 3x4 i 3x4 2 7 1 8 9 ld op 10 25 26 9 3x8 I I 8x8= 3x4= 3x6 11 7-0-0 17-0-0 24.0.0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-3-12,0-1-3],[4:0-3-0,0-1-12],[5:0-3-0,0-1-12],[8:0-3-12,0-1-3],[10:0-4-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.27 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.04 8 Na n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-MSH Weight:130 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD 2x6 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 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=871/0-5-8,8=871/0-5-8 Max Harz 1=-103(LC 10) Max Uplift 1=-170(LC 12),8=-170(LC 12) Max Grav 1=893(LC 17),8=893(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1301/362,3-4=-1212/365,4-5=-894/335,5-6=-1212/365,6-8=-1301/362 BOT CHORD 1-10=-262/1145,9-10=-169/928,8-9=-256/1068 WEBS 4-10=-38/370,5-9=-38/370 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. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 15-0-0,Exterior(2)15-"to 19-5-7,Interior(1)19-5-7 to 23-9-4 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)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 170 Ib uplift at joint 1 and 170 Ib uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 A WARNING-verify design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE ME-7473 rev.1tW I20f5 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 wi, 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,seeANSVIPII Quality Crill DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Inform ationavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Runquist Residence T15836872 J180954-F K03 Hip 2 1 Job Reference o tional Marring Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:36 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJ W a-onuoahM FDhzgTRG F PVOHYg5aC7PTg88MDpoaejy8l wP 7-0-00-0 -0 00-0 13-0.0 17.0-0 24-0-0 7-0.0 4 0 0 2-0-0 4-0-0 7-0-0 5x5= Scale=1:44.3 5x5= 4 5 7.00 F12 1.5x4 II 1.5x4 II 3 6 m N n 3x4 i 19 20 2 3x4 7 1 8 iCP CP 0 10 21 22 9 3x8 11 8x8= 3x4= 3x8 11 7.0.0 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-4-0,0-0-151,[4:0-2-8,0-2-1],[5:0-2-8,0-2-11,[8:0-4-0,0-0-151,[10:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.23 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:138 lb FT=200% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD 2x6 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 2-0-0,Right 2x4 SP No.2 2-" REACTIONS. (Ib/size) 1=871/0-5-8,8=871/0-5-8 Max Horz 1=-126(LC 10) Max Uplift 1=-170(LC 12),8=-170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1229/324,3-4=-1244/426,4-5=-731/310,5-6=-1256/432,6-8=-1231/324 BOT CHORD 1-10=-198/1083,9-10=-108/772,8-9=-193/998 WEBS 3-10=-312/199,4-10=-170/614,5-9=-177/619,6-9=-316/203 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu11=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 Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-0-0,Exterior(2) 11-0-0 to 17-0-0,Interior(1)17-0-0 to 23-9-4 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)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 170 Ib uplift at joint 1 and 170 Ib uplift at joint 8. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.1Wf3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall to 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,seeANSVIPII CuaWV C*eft.DSB-49 and SCSI Building Component 6904 Parke East Blvd. Sa1My hformallaravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 W 1 .e Job Truss Truss Type Qty Ply Runquist Residence T15836873 J180954-F K04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s Nov 16 2018 MiTek Industries,Inc. Mon Dec 17 14:00:38 2018 Page 1 ID:85tbaXaZpSgJ5Bmprd_HYlyBJW a-kAOY?MOVI IDOil PdXwOleFAw2w4LB1 bfg7Hhjcy8l wN 7-0.0 12-0-0 17-0-0 24-0-0 7-0-0 5-0-0 5-0-0 7.0-0 5x5= Scale=1:46.3 4 7.00 FIT 19 20 1.5x4 11 1.5x4 11 3 5 3x4 i 16 21 2 3x4 6 1 7 Ia 9 22 23 8 3x8 I I fAtB= 3x4= 3x8 II 7-0-0 17.0.0 24-0-0 7-0-0 10.0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-4-0,0-0-15],[7:0-4-0,0-0-15],[9:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.23 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 7 n/a 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 4-8-4 oc purlins. BOT CHORD 2x6 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 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=871/0-5-8,7=871/0-5-8 Max Harz 1=-137(LC 10) Max Uplift 1=-170(LC 12),7=-170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1216/304,3-4=-1229/416,4-5=-1242/423,5-7=-1218/304 BOT CHORD 1-9=-177/1079,8-9=-72/717,7-8=-176/987 WEBS 4-8=-186/650,5-8=-307/201,4-9=-179/643,3-9=-301/197 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 Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Exterior(2) 12-0-0 to 15-0-0,Interior(1)15-0-0 to 23-9-4 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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 1 and 170 Ib uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 69U Parke East Blvd.Tampa FL 33610 Date: December 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1 aV=15 BEFORE USE. Design valid for use only with MiTeW connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI]Quality CrIll D3049 and SCSI Building Component 6904 Parke East Blvd. Safety fnfomla]lonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1, /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 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. t c2-3 2. Truss bracing must be designed by on engineer.For wide truss spacing,individual lateral braces themselves o WEBS cab 4 may require bracing,or alternative Tor 1 r c - 0 bracing should be considered. o u ��1 b 3. Never exceed the design loading shown and never U �' U stack materials on inadequately braced trusses. 0 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate caa cs-e designer,erection supervisor,property owner and plates 0-'he"from outside BOTTOM CHORDS all other interested parties. edge Of truss. 8 7 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. MiTek BCSI: Buildin Com onent Safe Information, 20.Desi n assumes manufacture in accordance with g p g Guide to Good Practice for Handling, ANSI/TPI 1 Quality criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Client: Riverside Homes Date: 12/10/2018 Pagel of 9 isDesign Project: Designer: Ashley Casey i Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 3 2 91/4 1 SP 2 SP 7'6 1/2" H3 1/2" 7'6 1/2" Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 1110 0 0 686 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 1110 0 0 686 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 -SP 5.500" 17% 1110/686 1797 L D+C 2-SP 5.500" 17% 1110/686 1797 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2713 ft-Ib 3'9 1/4" 15621 ft-Ib 0.174(17%) D+C L Unbraced 2713 fl-Ib 3'9 1/4" 9710 ft-Ib 0.279(28%) D+C L Shear 1355 Ib 1'2" 7689 Ib 0.176(18%) D+C L LL Defl inch 0.022(U3665) 3-95/16" 0.169(1-/480) 0.130(13%) C L TL Defl inch 0.058(1-11400) 3-95/16" 0.225(U360) 0.260(26%) D+C L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-in 0-0-0 to 7-6-8 (Span)8-0-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF CO2 2 Uniform Top 130 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Uniform Top 87 PLF 0 PLF 0 PLF 0 PLF 102 PLF JACKS Self Weight 9 PLF Notes chemicals 6.For da roots provide proper dranage to prevent Manufacturer Info Manning Building Supplies Calculated stnarured Design:is reapon.ae only of the Handling 3 Installation pond"9 Weyerhaeuser 11155 Philips Pkwy Dr E,FL struomral adequacy of this component based on the t LVL beams most not be cut or dntied Seattle,WA 32256 d—gn critenis and loadings shown. it is the 2.Refer to manufacturers product information responvbaity of the customer anchor the contractor to regard"° tallanon racusaments, multi-py wvyw.weyerhaeuser.com/everedgel (904)268-8225 the component suitawhy of the intended fastening details,beam strength values,and code application,and to very the dmensums and mads. approves AlMgftffKYVWIG Lumber 3.Damaged Beams must not be used ,.Dry se rice conditions,unless noted otherwise a.Das.gn assumes op.dgais la stay restraned uri iEs 2.LVL not to be treated with M1re retardant or corrosive 5.Provide lateral support t bearing points to avoid OIVIa10M lateral displ ament and rotation This design is valid until 7/10/2021 Version 18 40,162 Powered by iStruct'° Client: Riverside Homes Date: 12/10/2018 Page 2 of 9 isDesign M Project: Designer: Ashley Casey Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 0 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level of re (V r 91/4 or • • • • • • • 1 SP 2 SP T6 1/2" H3 1/2" T6 1/2" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(1280")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 40.9% Load 74.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes chenvcals 6 Fo<flat noon provide proper drainage m prevent Manufacturer Info Manning Building Supplies Calculated!structured Designs is rniconswe only of the Handling 3 Installation pondmg Weyerhaeuser 11155 Philips Pkwy Dr E,FL strm ucrel adequacy of this cumpunant based on the t.LVL beams most not be cm w ddned Seattle.WA 32256 design criteria and loadinshovm. It is the 2.Refer to manufacturers product information responaibiify of the customergs ardor the contractor to regarding installation oWnemenos. mulb-ply www.weyerhaeuseccom/everedge/ (904)268-8225 e the component suitebim of the intended fastening details,beam strength values,and code apdwaew,.sand to verify the clmensiona and loads. approvals ( � Lumber 3.Demaged Beam must not be used 11)WW■UI LD 1 ns 1.Dry service conch ons.unleu notes otherwix 4.Design assumes op ge is laterally restrained LWwr Lins 2.LVL not to be treated with fire retardant or corrosive 5.lateral lateral support rit t bearing poinW to avoid rAwa uNdOa ialord d�sd me t arra rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructTM (1 7 Client: Riverside Homes Date: 12/10/2018 Page 3 of 9 Project: Designer: Ashley Casey ,, J isDesign M Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 0 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level �rrt 1 2 • . • • • • • • • 1 • • • • • • 91/4 1 SP 2 SP 7'6" H3 1/2" 7'6" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wnd Const Plies: 2 Design Method: ASD 1 1778 1940 0 0 885 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1778 1940 0 0 885 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 -SP 5.500" 36% 1940/1997 3937 Uniform D+0.75(L+C) 2-SP 5.500" 36% 1940/1997 3937 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 5577 ft-Ib 3'9" 12497 ft-Ib 0.446(45%) D+L L Unbraced 5906 ft-Ib 3'9" 9751 it-Ib 0.606(61%) D+0.75(L+C)Uniform Shear 30641b 64" 61511b 0.498(50%) D+L L LL DO inch 0.063(U1273) 3-91/16" 0.168(U480) 0.360(38%)0.75(L+C) Uniform TL Deft inch 0.125(U646) 3'9 1/16" 0.224(1-1360) 0.560(56%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 4 rows of 10d Box nails(1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 7-6-0 (Span)23-8-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F12 2 Uniform Top 130 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Uniform Top 200 PLF 0 PLF 0 PLF 0 PLF 236 PLF K03&K04 Self Weight 9 PLF Notes h.—als s For flat roofs provide proper aanage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs a responsible only of me Handling&Installation pontlinp Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of Use component based on me t.LVL beams must not be cut or drilled Seattle.WA 32256 design criteria and loadings shown. It is the 2.Refer to en"facturer's product Information responsibility of the-at.—,anal.me contractor to regarding stallabon requnememsmuroply www.weyerhaeuser.com/everedge/ (904)268-8225 e the component suitabfliy of the intended fastening details,beam strengm values and code appbcabo and to vent'me dimensions and Maes. approvals /}7�/1,-M Lumber 7,Damaged Beams must not be used JIM r■f uR•1at.•o11I rnG I Dry servke conditions.unless noted Merwise a.Dewgn assumes top edge is latera•y restrained Sur LIM0 2.LVL not to be treated wim fire rettedi nt or corrosive 5.Proviee lateral support at bearing points to avoid " lateral displacement and rotation This design is valid until 7/10/2021 Version 1840.162 Powered by iStruct- Client: Riverside Homes Date: 12/10/2018 Page 4 of 9 isDesignProject: Designer: Ashley Casey Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 `4' 4 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level CV • • • • • • • 91/4 1 SP 2 SP T6" H3 1/2" T6" Multi-Ply Analysis Fasten all plies using 4 rows of 10d Box nails(1280") at 12"o.c.. Maximum end distance not to exceed 6" Capacity 90.0% Load 326.0 PLF Yield Limit per Foot 362.2 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemical. a For nm roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible ody o/me Handling 3 Installation pondnq Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component baud on the 1.LVL beam.must not be cut m dried Seattle,WA 32256 design cntene and loadings shown. It is the 2.Refer to manufacturer's product mformabon www.we erhaeuser.com/evered e/ responsibility of the customer and/or Ne contractor to regarding i tallabon r.wtremmts. mdo-ply Y 9 (904)268-8225 e the component sudabidy of the Intended fastening detail..beam strength values.and code appl—on,and to verify the dimensions and bade. approval. 1(7` Lumber 3.Damaged Be—moat not be used JIM ndi 1.Dry service conditions,unless noted otherwise <.Desi9^as w es top edge is laterally restrained >I<ut t�o r Ur• tEs 2.LVL not to be treated vi,M fire retardant or corrosive 5.Provide tat I support at bearing points to avoid OIVMION ^ Iaroral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by i5tructr" Client: Riverside Homes Date: 12/10/2018 Page 5 of 9 isDesign Project Designer: Ashley Casey Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 0 Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 18.000" 3-Ply - PASSE Level:Level 3 6 2 4 1 11-6" 0 0 1 SP 2 SP 20'8 1/2" H5 1/4" 20'8 1/2" Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 454 3014 0 0 2860 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 492 3189 0 0 2861 Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp—100'F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 5.500" 36% 3014/2860 5875 L D+C 2-SP 2.500" 82% 3189/2861 6050 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 38380 ft-Ib 11'1 3/4" 84286 ft-Ib 0.455(46%) D+C L Unbraced 38380 ft-Ib 11'1 3/4" 38529 ft-Ib 0.996 D+C L (100%) Shear 6003 Ib 19'7/8" 22444 Ib 0.267(27%) D+C L LL Defl inch 0.290(L/834) 10-73/16" 0.505(L/480) 0.580(58%) C L TL Defl inch 0.593(L/408) 107 11/16" 0.673(L/360) 0.880(88%) D+C L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at a maximum of 4'11 1/4"o.c. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 20-8-8 (Span)2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF SW 2 Part.Uniform 0-0-0 to 6-0-0 Top 87 PLF 0 PLF 0 PLF 0 PLF 102 PLF JACKS 3 Point 7-0-12 Top 1145 lb 0l 0l 0l 1348 Ib E01 4 Part.Uniform 8-0-0 to 14-0-0 Top 260 PLF 0 PLF 0 PLF 0 PLF 304 PLF E02-E05 Continued on page 2... Notes chemcafs 6.For flat rooa provide proper&anage to prevent Manufacturer Info Manning Building Supplies calculated sm,omred Da,,gns,s respo—ble only of the Handling 3 Installation pon6n9 Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adedu.cy of this component based on the t.LVL beams must not be cut or dolled Seattle,WA 32256 design Intens end lo.dngs shown. It is me 2 Refer to anufact,er's W—d mformabon res ons�beity of me customer anmor me contractor to regarding ,stallopon requirements. multr-0N www.weyemaeuseccomleveredge/ (904)268-8225 ensure the component wdatoky of tins m intended lasteng detals.boom strength values,and code p ,cabon, and to vanfy the dimen,ons and loads. approvals Lumber 3.Damaged Beams met not be usae JIM t.Dry service cond�bons,unless noted omerwase a.Des,gn as top edge is laterally resbaned _UPP IES 2.LVL not to be treated wM fire re[artlant or corrosive 5.Promde lateral s^pp,n at beanng points to avoid muss ort tasoN lateral displ mot and rotabn This design is valid until 7/10/2021 Version 18.40.162 Powered by i5truct'v Client: Riverside Homes Date: 12/10/2018 Page 6 of 9 Project: Designer: Ashley Casey i s Des ig n - Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 18.000" 3-Ply - PASSE I Level:Level - 3 6 2 4 jr6" o O 1 SP 2 SP 20'8 1/2" 5 1/4" 20'8 1/2" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Point 14-7-12 Near Face 419 Ib 117 Ib 0 Ib 0 Ib 0 Ib FG06 6 Point 14-8-12 Top 1676 Ib 0 Ib 0 Ib 0 Ib 1937 Ib BM4 Brg 1 Self Weight 28 PLF Notes chemicals 6.For flat rook pronde proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated sbucmr.d Demon-s—ponsrol.only of the Handling 6 Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL sal wrr.a.Qu.y of mn component based on the t,wL be.m.must not be cut or dr wd Seattle.WA 32256 design cited. .fie loadings shown. n is the 2.Refer to manufacturers product information responvdlity of the customer angor the contractor to regarding i tallanon r.Nu—nes. multiplywww.weyerhaeuser.com/everedgel (904)268-8225 en—e M component suitability of the intended fastening details,beam stangth values,and code applicat-and to verify the dmnmeion.and loads. approvals ngmG Lumber 3.Damaged Beams must not be used e u l L o l nca 1.Dry service conditions,unless notal otherwise 4.Design assumes alp.ave is laterally restrained SUP P LIES 2 tvt not to be treated wm,fire retardant or corrosive s.provide lateral m.support MBS at bearing points to avoid enteral disW t and rotation This design is valid until 7/10/2021 TRuss.—ON Version 18.40.162 Powered by i5tructTu Client: Riverside Homes Date: 12/10/2018 Page 7 of 9 isDesignM Project: Designer: Ashley Casey Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 }i 4 Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 18.000" 3-Ply - PASSE Level:Level (V 1,6„ 1 SP 2 SP 20'8 112" 5 1/4" 20'8 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25")at 12"o.c..except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 15.0 Load 36.7 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 14-7-12 with a minimum of(6)—Pneumatic Gun Nail (.1200.25") in the pattern shown. Repeat fasteners on both sides. Min/Max fastener distances for Concentrated Side Loads apacity 73.1 q/ Min. 3" Min. 1 1/4" Load 357.31b. Total Yield Limit 488.9 Ib. Cg 0.9998 1 1/2" Yield Limit per Fastener 81.5 Ib. • • 0 0 Yield Mode IV Min. 1 1/4" O Load Combination D+L Duration Factor 1.00 Min. 3" o O Min.5"� D L —1 0 0 0 D 0 41 11 O O Min.3" Max. 12" Max. 12" Notes the als 6.For flat roofs pto,nme proper drainage to pr...nt Manufacturer Info Manning Building Supplies Calculated sb"ch,red D"ns is responsible only of me Handling 3 Installation pon,%nq Weyerhaeuser 11155 Philips Pkwy Dr E,FL str"caral adequacy of this c m,,oram based on Ne 1 LVL beams most not be M or trifid Seattle,WA 32256 design cntena and loadings shown, It is fine 2.Rater to manufaaNre(s product informabon responslbbry of the customer andfor tin.contractor to regxtrng inataueoon rewiremenfs. malti�y www.weyerhaeusecwMeveredge/ (904)268-8225 e the component sudatiily of Me intended fastening details,beam strengdt v iues,and code application.and to verily the trmensions and loads. approvals Lumber 3,Damaged Beams most not be used 1.Dry servile contrtions,unless noted otherwise 4.Design assumes top edge is laterally restrained �U►r�a[f 2.LVL not to be treated with fire retartlant or conosive 5.Provide lateral support at beanng points to avoid lateral displacement and rotationlAtRi afvfalOn This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructT" Client: Riverside Homes Date: 12/10/2018 Page 8 of 9 Project: Designer: Ashley Casey isDesign M Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 0 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 2 • • a.::, e. 91/4 1 SP 2 SP 6'6" H3 1/2" 6'6" Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 1676 0 0 1937 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 922 0 0 1049 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 -SP 5.500" 33% 1676/1937 3614 L D+C 2-SP 5.500" 18% 922/1049 1971 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 6602 ft-Ib 2'2 3/4" 15621 ft-Ib 0.423(42%) D+C L Unbraced 6602 ft-Ib 2'2 3/4" 10823 ft-Ib 0.610(61%) D+C L Shear 3688 Ib 17" 7689 Ib 0.480(48%) D+C L LL Defl inch 0.046(U1482) 2'8 13/16" 0.143(U480) 0.320(32%) C L TL Defl inch 0.086(U796) 2'8 7/8" 0.190(L/360) 0.450(45%) D+C L Design Notes 1 Fasten all plies using 2 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Girders are designed to be supported on the bottom edge only. 6 Top braced at bearings. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Point 2-2-12 Far Face 2370 Ib 0 Ib 0 Ib 0 Ib 2790 Ib E06 2 Tie-In 3-2-12 to 6-6-0 (Span)6-0-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF J28 Self Weight 9 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated swctured Designs is responsible only of Ne Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of Nis component based on Ne t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. It is the 2,Refer to manufacturers product information resoonaibaity of the customer angor the contractor m din tallation www.weyerhaeuser.com/everedge/ (904)268 8225 e th component suitabili of Ne mtentled regar g requirements, mulcoe ty, fastening details,beam strengN values,and de I I o®= application,and to vmy Ne dimensions and loads, approvals Lumber 3.Damaged Beams must not be used �■u 1 L O 1 n6 1.Dry service conditions,unless noted otherwise 4.Design assumes top edgeis laterally restrained UPP CIES 2.LVL not to be treated wiN fire retardant or corrosive 5.Pterins ll ss pport t bearing points to avoid TRLM DIMON lateral disW cplaaceme t and rotation This design is valid until 7/10/2021 Version 1840.162 Powered by i5tructT. Li" Client: Riverside Homes Date: 12/10/2018 Page 9 of 9 isDesign M Project: Designer: Ashley Casey Address: Lot 98 Atlantic Beach Country Club Job Name: J180954 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level (V • • 91/4 1 SP 2 SP 6'6" H3 1/2" 6'6" Multi-Ply Analysis Fasten all plies using 2 rows of SDW22338 at 24"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 17.4% Load 55.5 PLF Yield Limit per Foot 318.8 PLF Yield Limit per Fastener 318.8 Ib. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+C Duration Factor 1.25 Concentrated Load Fasten at concentrated side load at 2-2-12 with a minimum of(8)—SDW22338 in the pattern shown. Capacity 80.9% Min/Max fastener distances for Concentrated Side Loads Load 2064.01b. Total Yield Limit 2550.0 Ib. Min.6" Min.5/8" Cg 1.0000 Yield Limit per Fastener 318.8 Ib. 1 1/2" Yield Mode Lookup Load Combination D+C Min.5/8" go Duration Factor 1.25 Q Min.4" Min.6"� Min. LMax. 12"__� LMax. 12" Notes cnem-is 6.For flat roots provide proper Ganage to prevent Manufacturer Info Manning Building Supplies Cal-Wed strpcmred Devgns.s responsiete only or me Handling&Installation pond'"° Weyerhaeuser 11155 Philips Pkwy Cr E,FL structural adequacy of Mrs coWonem basad on the 1_LVL beams most not be cut or drilled Seattle.WA 32256 design cnten. and loadngs shown. It Is the Z Refer to anutac er's product informeoon reep—Idddy of the customer andr'Me contract'm regarding stallation r.W� —nts. mr,InpN www.weyertlaeuseccom/everedgel (904)268-8225 the component wdabady of the intended fastening details,beam atrangth.awas,and code pput.n.and to venfy the ameneons and, approvals 11111111119ft fTKYNIM Lumber 3.Damaged Beams must not be uses 111N■U I L.Ol n0 t.Dry service conditions,unless noted otherwise 4.Design as a top edge is laterally restrained SUPP LwES 7.LVL not to be treatatl wiM fire retardant or corrosive 5.Proved.lateral support at beanng points to avoid TRUS6 DIVWON laleral dispmcement and rotabon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructTM Builder: Job Info: Riverside Homes Job: J180954-R 12276 San Jose Blvd Job: J180954-F Suite 120 File# Jacksonville Florida 32223 (9041 503-7055 Sales: Scot Burney IrB Design: Ashley Casey Page: 1 of 5 Job: F Report&Del. Date- Runquist Residence Manning Building Supplies Rep. Date: 12/17/2018 1735 Maritime Oak Dr Jacksonville, FL 32256 Atlantic Beach FL 32233 Phone: (904) 268-8225 Fax: (904) 260-2981 Cover Sheet Roof Trusses CITY (Shipping) Base Snan OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2x6 1 3.5/12 A01 2-09-08 9-06-00 2 x 4 14 3.5/12 A02 3-05-13 9-06-00 2 x 4 3 3.5/12 A03 3-07-04 9-11-00 2 x 4 1 2 x 4 2-ply 7/12 B01 4-10-08 16-00-00 2 x 6 2 x 4 4 7112 B02 5-05-08 16-00-00 2 x 8 1 7/12 B03 5-05-08 16-00-00 2 x 4 - 1 7/12 B04 5-05-08 20-10-08 2 x 4 4-10-08 1 7/12 B05 5-05-08 20-10-08 2 x 4 4-10-08 1 7/12 B06 5-05-08 20-10-08 2 x 4 4-10-08 ® 2x4 1 7/12 607 4-10-08 22-04-08 2 x 6 4-10-08 ® 1 7/12 B08 6-00-08 22-04-08 2 x 4 4-10-08 ® 1 7/12 B09 7-02-08 22-04-08 2 x 4 4-10-08 (8-10-11) 1 7/12 610 8-04-08 22.04-08 2 x 4 1-06-00 4-10-08 (10-00-11) 2 7/12 B11 9-06-08 19-05-08 2 x 4 1-06-00 1-11-08 (10-11-05) 1 7/12 B12 10-05-02 19.05-08 2 x 4 1-06-00 1-11-08 (8-10-11) 1 7/12 B13 8-04-08 19-05-08 2 x 4 1-06-00 1-11-08 (7-08-11) 1 7/12 B14 7-02-08 22.04-08 2 x 4 1-06-00 - ® 1 7/12 B15 6-00-08 22-04-08 2 x 4 1 7/12 B16 4-10-08 22-04-08 2 x 6 12/17/2018 2:16:28 PM Ashley Casey-AC2359 1 of 5 Roof Trusses QTY (Shipping) ease Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 3 7/12 B17 5-05-08 9-04-08 2 x 4 1 7/12 B18 4-10-08 9-04-08 2 x 4 2x4 1 7/12 B19 3-08-08 10-00-00 2 x 6 2x6 1 3.5/12 C01 2-03-10 7.10-00 2 x 4 7 3.5/12 CO2 3-00-00 7.10-00 2 x 4 7 3.5/12 CO3 3-02-05 8-06-00 2 x 4 (4-06-04) 1 7/12 D01 4-00-00 6-06-00 2 x 4 1-08-00 0-08 (3-04-04) 1 7/12 D02 2-10-00 6-06-00 2 x 4 1-08-00 0-08 (3-02-08) 1 7/12 D03 2-08-04 6-06-00 2 x 4 1-08-00 0-08 (3-02-08) 1 7/12 D04 2-08-04 6-06-00 2 x 4 1-08-00 - (3-02-08) 3 7/12 D05 2-08-04 6-06-00 2 x 4 1-08-00 1-08-00 ® 2x4 1 7/12 E01 4-10-08 29-03-08 2 x 8 ® 2x4 1 7/12 E02 6-00-08 29-03-08 2 x 6 ® 2x4 1 7/12 E03 7-02-08 29_03-08 2 x 6 ® 2x4 1 7/12 E04 8-04-08 29-03-08 2 x 6 ® 2x4 1 7/12 E05 9-00-15 29-03-08 2 x 6 1 2 x 4 3-ply 7/12 E06 9-04-00 29-00-00 2 x 8 1 7/12 E07 9-04-00 14-10-00 2 x 6 2x4 1 7/12 G01 7-00-00 15-06-00 2 x 6 2x4 1 7/12 G02 7-00-00 15-06-00 2 x 6 1 2 x 4 2-ply 7/12 H01 9-00-15 16-08-08 2 x 8 2 x 4 1 7/12 H02 8-09-03 16-08-08 2 x 6 2 x 4 1 7/12 H03 7-07-03 16-08-08 2 x 6 2 x 4 1 7/12 H04 6-05-03 16-08-08 2 x 6 ® 2x4 1 7/12 H05 5-03-03 16-08-08 2 x 6 ® 2x4 1 7/12 H06 4-01-03 16-08-08 2 x 6 2 7/12 J01 4-10-08 7-00-00 2 x 4 3 7/12 J02 3-08-08 5-00-00 2 x 4 12/17/2018 2:16:28 PM Ashley Casey-AC2359 2 of 5 Roof Trusses CITY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 694 4 7/12 J03 2-06-08 3-00-00 2 x 4 2 x 4 01 9 7/12 J04 1-04-08 1-00-00 2 x 8 - 2 4.95/12 J05 4-10-03 9-10-01 2 x 4 0-06 1 4.95/12 J06 4-08-15 9-07-01 2 x 4 0-06 2 7/12 J07 3-08-08 5-00-00 2 x 4 - 1 7/12 J07A 3-07-05 4-10-00 2 x 4 3 7/12 J08 2-06-08 3-00-00 2 x 4 1 4.95/12 J09 4-08-15 9-07-01 2 x 4 0-06 2x4 2 7/12 J10 1-07-02 1-04-08 2 x 8 2x4 1 4.95/12 J11 1-06-13 1-10-09 2 x 8 0-06 2x4 1 4.95/12 J12 1-05-09 1-07-09 2 x 8 0-06 2x4 1 7/12 J13 1-07-02 7-00-00 2 x 8 - 2x4 1 7/12 J14 4-10-08 7-00-00 2 x 6 3 7/12 J15 4-10-08 7-00-00 2 x 4 - 1 4.95/12 J16 4-10-03 9-10-01 2 x 4 0-06 1 4.95/12 J17 4-08-15 9-07-01 2 x 4 0-06 (4-02-12) 3 7/12 J18 3-08-08 5-00-00 2 x 4 1-08-00 - (3-00-12) 1 7/12 J19 2-06-08 3-00-00 2 x 4 1-08-00 (1-10-12) 2 x 4 1 7/12 J20 1-04-08 1-00-00 2 x 8 1-08-00 1 4.95/12 J21 3-08-03 7-00-02 2 x 4 21 7/12 J22 4-10-08 7-00-00 2 x 4 14 7/12 J23 3-08-08 5-00-00 2 x 4 14 7/12 J24 2-06-08 3-00-00 2 x 4 2 x 4 14 7/12 J25 1-04-08 1-00-00 2 x 8 - 6 4.95112 J26 4-10-03 9-10-01 2 x 4 0-06 6 4.95/12 J27 4-08-15 9-07-01 2 x 4 0-06 2 7/12 J28 4-01-03 5-04-08 2 x 4 - 3 7/12 J29 4-01-03 5-08-00 2 x 4 12/17/2018 2:16:28 PM Ashley Casey-AC2359 3 of 5 Roof Trusses OTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 4.95/12 J30 4-00-14 7-11-07 2 x 4 0-06 1 4.95/12 J31 3-11-10 7-08-07 2 x 4 0-06 4 7/12 J32 5-10-00 5-00-00 2 x 4 - 4 7/12 J33 4-08-00 3-00-00 2 x 4 2 7/12 J33A 4-08-00 3-00-00 2 x 4 6 7/12 J34 3-06-00 1-00-00 2 x 4 - 2 4.95/12 J35 6-10-07 9-07-01 2 x 4 0-06 2 4.95/12 J36 6-11-11 9-10-01 2 x 4 0-06 3 7/12 J37 7-00-00 7-00-00 2 x 4 - 1 4.95/12 J38 4-07-11 4-02-03 2 x 4 0-06 1 4.95/12 J39 4-06-07 3-11-03 2 x 4 0-06 2x4 1 7/12 J40 4-08-00 7-00-00 2 x 6 - 1 7/12 J41 5-10-00 7-00-00 2 x 4 1 7112 J42 6-07-13 7-00-00 2 x 4 ® 1 0/12 J43 5-05-13 7-00-00 2 x 4 1 0/12 J44 4-03-13 7-00-00 2 x 4 ® 1 0/12 J45 3-01-13 7-00-00 2 x 4 ® 2x4 2 7/12 K01 4-10-08 24-00-00 2 x 6 ® 2x4 2 7/12 K02 6-00-08 24-00-00 2 x 6 2x4 2 7/12 K03 7-02-08 24-00-00 2 x 6 2x4 1 7/12 K04 7-09-08 24-00-00 2 x 6 249 9-04-00 2056.36 Floor Trusses CITY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F01 18" 20-11-08 8 F02 18" 20-11-08 3 F03 18" 20-07-00 1 F04 18" 13-06-00 1 F05 18" 4-01-08 12/17/2018 2:16:28 PM Ashley Casey-AC2359 4 of 5 Floor Trusses QTY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT 2 F06 18" 6-02-00 1 F07 18" 12-06-08 7 F08 18" 13-00-00 1 F09 18" 12-09-00 2 F10 18" 24-00-00 8 F11 18" 24-00-00 4 F12 18" 23-08-08 2 @ 2-ply FG01 18" 20-07-00 1 FG02 18" 3-08-08 1 FG03 18" 3-08-08 1 @ 3-ply FG04 18" 11-07-12 1 FG06 18" 5-04-00 49 797.02 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger HGUS26-2 HGUS26-2 1 Hanger HGUS28-3 HGUS28-3 16 Hanger HHUS48 HHUS48 68 Hanger HTU26 HTU26 4 Hanger THA422 THA422 1@2-ply Rectangular EWP 1 3/4"x 9 1/4"2.0E EverEdgeTM... (2)8-00-00 BM1 1@2-ply Rectangular EWP 1 3/4"x 9 1/4"2.0E EverEdgeTm (2)8-00-00 BM2 1@3-ply Rectangular EWP 1 3/4"x 18"2.0E EverEdgeTM LVL (3)22-00-00 BM3 1@2-ply Rectangular EWP 1 3/4"x 9 1/4"2.0E EverEdgeT ... (2)8-00-00 BM4 12117/2018 2:16:28 PM Ashley Casey-AC2359 5 of 5 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0044 r, 800 SEMINOLE ROAD ISSUED: ATLANTIC BEACH. FL 32233 EXPIRES: 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. 5 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 6 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 7 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 8 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 9 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 10 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 11 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 77 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1470.00 Issued Date: 2 of 3 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0044 V 800 SEMINOLE ROAD ISSUED: ��J'31Jr ATLANTIC BEACH. FL 32233 EXPIRES: BUILDING PLAN CHECK 455-0000-322-1001 0 $735.00 CROSS CONNECTION 400-0000-343-3701 0.75 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 SEWER SYSTEM DEVELOPMENT CHARGE 415-0000-324-0301 0.75 $4050.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $33.08 STATE DCA SURCHARGE 4S5-0000-208-0600 0 $22.05 WATER METER ONLY DOMESTIC 400-0000-343-3301 0 $185.00 WATER METER ONLY RECLAIM 400-0000-343-3301 0 $185.00 WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 $1140.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $8,095.13 Issued Date: 3 of 3 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road _S` � _ OO C f' Atlantic Beach, Florida 32233-5445 — Phone(904)247-5826- Fax(904)247-5845 ri;I19 E-mail: building-dept@coab.us Date routed.- City outed:City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM t �n 001,1K � 2. Property Address: ! r �1 � lT (m& oDepartment review required Yes No II uildin Applicant: �� \(�(�� —tC�MS arming &Zoning Tree Adminis ra or Project: r\�e(k O(V u is or 00FU Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:'/�. Date:2-Zn' I �► 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 0511912017 D-1—ICity of Atlantic Beach APPLICATION NUMBER �s V Building Department (To be assigned by the Building Department.) 800 Seminole Road _S l(�� - 0044 OO 4/I Atlantic Beach, Florida 32233-5445 -1 `-� Phone(904)247-5826- Fax(904)247-5845 E-mail: building-dept@coab.us L Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM t �n O AK c�.� e- Property Address: 1,T (M& Department review required Yes No uildin �� (\ y�� —�C�(Y� S anning &Zoning Applicant: ^� Tree Adminis ra or Project: ! eta O i\(1 u is or Utilities Public Safety Fire Services Review fee $ .SO, 00 Dept Signature 64 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: APPLIC,AMON STATUS Reviewing Department First Review: 'proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Z-/ TREE ADMIN. Second Review: A roved as revi ed. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ' City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 1 'L c� Service Address / ,--735 filbi re- r t"M E Number of Units Commercial Residential ✓ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) 1 , New Reclaim Water Meter Size �. New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # - (� _ 00(44_ Water System Development Charge $ , 10 (D Sewer System Development Charge $ 0C5 Water Meter Only $ l Reclaim Meter Only $ IRS-, cy) Water Meter Tap $ Sewer Tap $ Cross Connection $ �56 nn Other $ TOTAL (pf (Notes) a APPROVED ���_ Date blic 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 ECEIV APPLICATION NUMBER To be assigned b the Building Department.) Building Department FEB � ( 9 Y 9 P I 12019 -scG — 0044 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.usDate routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM OAK L� 2 Property Address: �AK lT (m& Department review required Yes No uildin Applicant: ��f (� l _ c�M�S arming &Zoning Tree Adminis ra or Project: C,lk 0 irvy u is or lQUIYbc Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION_STATUS_ Reviewing Department First Review: [Approved. [,Denied. ❑Not applicable (Circle one.) Comments: BUILDING .r PLANNING &ZONING Reviewed N., R Date.-"::# TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rif:L�;y� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ri 800 Seminole Road _S t(� — 0044 Atlantic Beach, Florida 32233-5445 —1 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: M' AOPK K, T (M& Department review required Yes No uildin Applicant: �t \btu(�� �� �--�pM anning &Zoning Tree Adminis ra or Project: U�� ( Q fy u is or PZblic-UtilitieD Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: EILDING PLANNING &ZONING Reviewed by: Date: / 1 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 0 511 912 0 1 7 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) 35,3 (o Non-Habitable Space (ft2) 3 0 r] LAND INFORMATION: Zoning District QLC- Flood Zone X Minimum FFE BUILDING INFORMATION: Construction Type XL C? Occupancy Group - ..am` Number of Stories Max Occupancy Load Fire Sprinklers Required YVk CONDITIONS/ COMMENTS: Rev.2.7.2018 JOB COPY Atlantic Beach Country Club lot 98 1735 Maritime Oak Drive 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 51,I o Flo r(al q FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3536(Corsica) Builder Name: Riverside Homes Street: 1735 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Runquist Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4196.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4196.90 ft' b.N/A R= ft2 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 (2895.0 scift.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) ✓ R=22.0 2715.00 ft' 6. Conditioned floor area above grade(ft2) 3536 b.Knee Wall(Unvented) R=0.0 180.00 ft' Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(733.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 235.73 a. U-Factor: Dbl,U=0.35 733.83 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 235.73 SHGC: SHGC=0.22 c.Sup:Attic, Ret:Attic,AH:Guest Suite 6 235.73 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 b.Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ft2 c.Central Unit 18.0 SEER:14.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.481 ft. c. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (2715.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1270.00 ft2 b. Conservation features EF:0.860 b.Floor Over Other Space R=0.0 821.00 ft2 None c.other(see details) R= 624.00 ft2 15.Credits Pstat Glass/Floor Area: 0.208 Total Proposed Modified Loads: 93.47 PASS Total Baseline Loads: 104.67 I hereby certify that the plans and specifications covered by Review of the plans and 0 �Imu this calculation are in compliance with the Florida Energy specifications covered by this = p Code. Douglas R. 1 Digitally signed by Douglas R.Stickles calculation indicates compliance DN:cn=Douglas R.Stickles,c--US, j_�w�..c Masters HVAC,Inc. with the Florida Energy Code. rn„.. ��,� 'r ','r:� ;, O Stickles Date:2019.01.2813:3750-05'00';t PREPARED BY: Before construction is completed � DATE: this building will be inspected for b 1 a compliance with Section 553.908 * , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'Op WIE OWNER/AGENT: wSVyw BUILDING OFFICIAL: DATE: I`� 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). 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 rtr:Lv RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION "ALL INFORMATION 'S OFFICE 1 ( 1 ps' City of Atlantic Beach HIGHLIGHTED IN GRAY IS �/V805 Seminole Road, Atlantic Beach, FL 32233 REQUIRED. PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES U Job Address 1735 Maritime Oak Drive Permit Number S/ (/ —00 �7 Contractor Information Company Riverside Homes of N. FL Qualifying Agent Matthew Roberts Address 12276 San Jose Blvd., Ste. 120 CityJacksonville State FL Zip32223 Phone(904)503-7055 Email LBISHOP@MYRIVERSIDEHOME.COM State Certification/Registration#CBc1254135 Architect Michael Stauffer Phone(904)471-2552 Email Engineer Hulsberg Engineering Phone(904) 886-2401 Email Workers Compensation InsurerQy.1Gy OI':�"l(,,0801 OR ExemptmExpiration Date • 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 Public Works Director,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 Public Works Director 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 Serge Gagnon (Project Superintendent) with(Company Name) Riverside Homes of N. FL Phone(904)591-0485 • All materials and equipment shall be subject to inspection by the Public Works Director. • 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 Public Works Director 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 Public Works Director shall be notified 24 hours prior to starting work and again immediately upon completion. Date__ ��� Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this�p day of �;t– 20 by who personally appeared before me and (printed name of Permittee) , acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. ;o"PV a(;'. LINDSEY M. BISHOP Notary Public -State of Florida Commission # FF 946204 « z Comm. Expires Jan 19,2020 {✓j'Personally Known Signature of Notary lic,State cf Florid [ ] Produced Identification (Type) H:\Applications&Forms\Word Documents\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 � vr REVOCABLE ENCROACHMENT AGREEMENT r' "ALL INFORMATION h** ; 1pPP111. _11�Peynole City of Atlantic BeachX890 Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY I FFICEY IS REQUIRED. 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 Riverside Homes of N. FIL 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 New-SFR 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 1735 Maritime Oak Drive,Atlantic Beach,FL 32233 • 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 �j liabilities are hereby assumed by the USER. Date QI Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this 6 day of_ ,► ,. �,,, , 20 1 by kkL4A44AA V-D OA ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. os"aV°bAi''% LINDSEY M. BISHOP Department Approval: ' Notary Public-State of Florida Signa ure of Notary Public,State of FI 'day ��• Commission#FF 946204 o. ersonally Known t �';oFF1o"` My Comm.Expires Jan 19,2020 [ ] Produced Identification (Type) Scott Williams, Public Works Director H:\Applications&Forms\Word Documents\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA r r iSiI Project Name: Atlantic Beach CountryClub Lot Permit # i Project Address: �4►v %.t Odd - - ff7�9 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1.4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM El 300-04 Min 1/8" terimcred monolithic and insulated. 3.Sectional N/A 4.Roll up N/A 5.Automatic N/A 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-Wen W-2500 +50%50,+35/-35 16085.2,16085.3 S.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A 8.Projected N/A 9.Mullion N/A 10.Wind breaker N/A 11.Dual action N/A 12.Garage Doors Haas Door Company 920 Approved for use HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660.4,16660.6 +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coating Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof Gulft ok 26 ga.Gtdn-ak 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 111651.16 R2 Category/Subcategory Manufacturer Product Description Limitation of Use I State# Lucal 4 5.Built-up roofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A 14.Cement-adhesive coats N/A 15.Roof the adhesive N/A 16.Spray applied polyurethane ro N/A 17.Other N/A E.SHUTTERS 1.Accordion N/A 2.Bahama Custom made cedar 3.Storm panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report Field cutting only as specked in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.R1, 7107 R2 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- ..qtmnd Rim R-d TR 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A 7.Material N/A 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-RI Parallam PSL,Timberstrand LSI,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. I N/A 2. 1 INIA In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) Matthew Roberts (Signature) 17144%00- Company Name: Riverside Homes of North Florida Mailing Address:_12276 San Jose Blvd..Ste.120 City: Jacksonville State: FL Zip Code: 32223 Telephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number: Ermail Address: c � OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3536(Corsica) Builder Name: Riverside Homes Street: 1735 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Runquist Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4196.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4196.90 ft' b. N/A R= ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (2895.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2715.00 ft 6. Conditioned floor area above grade(ft') 3536 b. Knee Wall(Unvented) R=0.0 180.00 ftZ Conditioned floor area below grade(ft') 0 c. R= ftZ 11. Duct s R ftZ 7. Windows(733.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 235.73 a. U-Factor: Dbl,U=0.35 733.83 ftZ b.Sup: Attic,Ret:Attic,AH:Attic 6 235.73 SHGC: SHGC=0.22 c. Sup:Attic, Ret:Attic,AH:Guest Suite 6 235.73 b. U-Factor: N/A ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 b.Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ftZ c.Central Unit 18.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.481 ft. c. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (2715.0 sqft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1270.00 ftZ b. Conservation features EF:0.860 b.Floor Over Other Space R=0.0 821.00 ftZ None c.other(see details) R= 624.00 ftZ 15.Credits Pstat Glass/Floor Area: 0.208 Total Proposed Modified Loads: 93.47 PASS Total Baseline Loads: 104.67 1 hereby certify that the plans and specifications covered by Review of the plans and �F THE S74?' this calculation are in compliance with the Florida Energy specifications covered by this Code. DOuryIdS R. Digitally signed by Douglas R.Stickles calculation indicates compliance .,, ''' _ ,.' .v+ 7 DN:cn=Douglas R.Stickles,c=US, P o-=,vcMastenNvac,lnc. with the Florida Energy Code. Stickler Date:2019.01.2813:37:50-05'00' PREPARED BY: Before construction is completed c� � DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WF'I OWNER/AGENT: S BUILDING OFFICIAL: DATE: _ t 4T 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). 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: RIVER3536(Corsica) Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3536 Lot# Owner Name: Runquist Residence Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: 1735 Maritime Oak Driv Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 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 V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2091 20910 2 Block2 821 7389 3 Block3 624 5616 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2091 20910 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 821 7389 No 2 2 1 Yes Yes Yes 3 Guest Suite 624 5616 No 1 1 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 223.9 ft 0 1270 ft2 -__- 0.8 0 0.2 2 Floor Over Other Space 2nd Floor ---- ---- 821 ft' 0 0.4 0 0.6 3 Floor over Garage Guest Suite ---- ---- 624 ft2 19 0.1 0 0.9 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 3145 ft2 0 ft2 Medium 0.4 No 0.4 No 22 30.3 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2715 ft2 N N 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 1270 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 821 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 180 ft2 0.11 Wood 4 Under Attic(Unvented) Guest Suite 0 Blown 624 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To Wall Type 1 N=>NE Exterior Frame-Wood 1st Floor 19 16 10 160.0 ft2 0.23 0.75 0 2 E=>SE Exterior Frame-Wood 1st Floor 19 7 6 10 75.0 ft2 0.23 0.75 0 3 E=>SE Exterior Frame-Wood 1st Floor 19 9 9 10 97.5 ft2 0.23 0.75 0 4 N=>NE Exterior Frame-Wood 1st Floor 19 35 10 350.0 ft2 0.23 0.75 0 5 E=>SE Exterior Frame-Wood 1st Floor 19 34 3 10 342.5 ft2 0.23 0.75 0 6 S=>SW Exterior Frame-Wood 1st Floor 19 14 9 11 6 169.6 ft2 0.23 0.75 0 7 S=>SW Exterior Frame-Wood 1st Floor 19 14 9 10 147.5 ft2 0.23 0.75 0 8 E=>SE Exterior Frame-Wood 1st Floor 19 6 9 10 67.5 ft2 0.23 0.75 0 9 S=>SW Exterior Frame-Wood 1st Floor 19 10 10 100.0 ft2 0.23 0.75 0 10 W=>NW Exterior Frame-Wood 1st Floor 19 6 9 10 67.5 ft2 0.23 0.75 0 11 S=>SW Exterior Frame-Wood 1st Floor 19 13 10 130.0 ft2 0.23 0.75 0 12 W=>NW Exterior Frame-Wood 1st Floor 19 10 6 10 105.0 ft2 0.23 0.75 0 13 S=>SW Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 14 W=>NW Exterior Frame-Wood 1st Floor 19 10 9 10 107.5 ft2 0.23 0.75 0 15 N=>NE Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 16 W=>NW Exterior Frame-Wood 1 st Floor 19 12 6 10 125.0 ft2 0.23 0.75 0 17 N=>NE Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 18 W=>NW Exterior Frame-Wood 1 st Floor 19 17 10 170.0 ft2 0.23 0.75 0 19 N=>NE Exterior Frame-Wood 2nd Floor 19 29 6 9 265.5 ft2 0.23 0.75 0 _20 E=>SE Exterior Frame-Wood 2nd Floor 19 18 9 9 168.8 ft2 0.23 0.75 0 _21 N=>NE Exterior Frame-Wood 2nd Floor 19 1 9 9.0 ft2 0.23 0.75 0 22 E=>SE Exterior Frame-Wood 2nd Floor 19 15 6 9 139.5 ft2 0.23 0.75 0 23 S=>SW Exterior Frame-Wood 2nd Floor 19 31 9 279.0 ft2 0.23 0.75 0 24 W=>NW Exterior Frame-Wood 2nd Floor 19 12 6 4 6 56.3 ft2 0.23 0.75 0 25 S=>SW Exterior Frame-Wood 2nd Floor 19 3 9 27.0 ft2 0.23 0.75 0 26 N=>NE Exterior Frame-Wood 2nd Floor 19 3 9 27.0 ft2 0.23 0.75 0 27 W=>NW Exterior Frame-Wood 2nd Floor 19 14 6 4 6 65.3 ft2 0.23 0.75 0 28 N=>NE Exterior Frame-Wood Guest Suite 19 26 9 234.0 ft2 0.23 0.75 0 29 E=>SE Exterior Frame-Wood Guest Suite 19 24 9 216.0 ft2 0.23 0.75 0 30 S=>SW Exterior Frame-Wood Guest Suite 19 26 9 234.0 ft2 0.23 0.75 0 31 W=>NW Exterior Frame-Wood Guest Suite 19 24 9 216.0 ft2 0.23 0.75 0 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>SW Insulated 1st Floor None .46 5 4 8 42.7 ft2 2 E=>SE Insulated 1st Floor None .46 2 6 8 20 ft2 3 N=>NE Insulated Guest Suite None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 degrees). / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>NE 1 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 2 E=>SE 2 Vinyl Low-E Double Yes 0.35 0.22 N 21.3 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 3 N=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 N 21.3 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 N=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 N 28.0 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 N=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 N 96.0 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 6 E=>SE 5 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 7 S=>SW 7 Vinyl Low-E Double Yes 0.35 0.22 N 45.0 ft2 9 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 8 S=>SW 9 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 9 S=>SW 11 Vinyl Low-E Double Yes 0.35 0.22 N 24.0 ft2 14 ft 2 in 1 ft 0 in Drapes/blinds Exterior 5 10 W=>NW 12 Vinyl Low-E Double Yes 0.35 0.22 N 10.7 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 11 W=>NW 14 Vinyl Low-E Double Yes 0.35 0.22 N 4.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 12 W=>NW 16 Vinyl Low-E Double Yes 0.35 0.22 N 12.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 13 W=>NW 18 Vinyl Low-E Double Yes 0.35 0.22 N 36.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 14 N=>NE 19 Vinyl Low-E Double Yes 0.35 0.22 N 60.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 15 N=>NE 19 Vinyl Low-E Double Yes 0.35 0.22 N 12.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 16 E=>SE 20 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 17 E=>SE 22 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 18 S=>SW 23 Vinyl Low-E Double Yes 0.35 0.22 N 60.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 19 S=>SW 23 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 20 N=>NE 28 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 21 E=>SE 29 Vinyl Low-E Double Yes 0.35 0.22 N 50.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 22 S=>SW 30 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 23 W=>NW 31 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 24 W=>NW 31 Vinyl Low-E Double Yes 0.35 0.22 N 12.5 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 1 624 ft2 624 ft2 102.8 ft 9 ft 1 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000427 3956.8 217.22 408.51 .4239 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 18 kBtu/hr 2 sys#2 3 Electric Heat Pump/ Split HSPF:8.2 18 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 14 18 kBtu/hr 540 cfm 0.75 2 sys#2 3 Central Unit/ Split SEER: 14 18 kBtu/hr 540 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas 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 DUCTS ---Supply-- ---Return--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 235.73 Attic 58.933 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 235.73 Attic 58.933 Default Leakage Attic (Default) (Default) 2 2 3 Attic 6 235.73 Attic 58.933 Default Leakage Guest Suite (Default) (Default) 3 3 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coo lin [ Jan [[ ]]Feb [[ ]Mar [ ]Apr [ ]May [X]Jun Jul �Xj Au �Xj Se [ ]Oct l Nov Dec Heating X Jan [X]Feb [X]Mar [ ]APr [ ]MaY [ ]Jun JX� Jul AuSeP [ ]Oct X]Nov X Dec Ventin [[ Jan [[ ]]Feb [[X]Mar [X]A r [ ]Ma [ ]Jun Jul Aug Se [X]Oct [X]]]Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1 st Floor Default(8 lbs/sq.ft. 0 ft2 Oft 0.3 2nd Floor Default(8 lbs/s .ft. 0 ft2 0 ft 0.3 Guest Suite Name: Signature: Rating Compant: Date: 1/25/2019 2:04 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 6 of 6 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location &insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic/Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13.Cooling system: Capacity 72.0 a) Split system SEER 14.0 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 3536 d) Room unit/PTAC EER e) Other 7.Windows,type and area a) U-f actor:(weighted average) 7a. 0.350 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.220 14. Heating system: Capacity 72.0 c)Area 7c. 733.8 a)Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-f actor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 19.0 15. Water heating system c) Concrete, raised(R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 0.86 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame (Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 0.0 b) Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11 c. 0.0 d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded) in this home before final inspection.Otherwise,a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: �k-A Address of New Home: 1735 Maritime Oak Drive City/FL Zip: Atlantic Beach, FL 1/25/2019 2:04:29 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1735 Maritime Oak Drive Permit Number: Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual code sections for full details. V 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. El 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. F1 R402.4.1 Building thermal envelcT*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. 1/25/2019 2:05 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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)(0,(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41'C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/25/2019 2:05 PM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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 MAXIMUIV (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 1/25/2019 2:05 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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. 1/25/2019 2:05 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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(Mandato fte energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS FJ 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. 1/25/2019 2:05 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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: RIVER3536(Corsica) Builder Name: Riverside Homes Street: 1735 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Y U Owner: Runquist Residence Jurisdiction: 261100 w x Design Location: FL,Jacksonville U 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 any dropped ceiling/soffit Ceiling/attic the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and 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 Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Ds. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be 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 between fire so Onkler cover plates and walls or cellinas, a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 1/25/2019 2:05 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Riverside Homes Community: Lot: NA Address: 1735 Maritime Oak Drive City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 - 33915 — Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.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 Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode 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,back draft 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. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 1/25/2019 2:05:27 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3536(Corsica) + wrightsoft Date: 01/28/19 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 Mill 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: 93.07 Sensible gain: 23849 Btuh Entering coil DB: 77.4°F Outdoor design WB: 77.07 Latent gain: 6289 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 30138 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 24420 Btuh 102% of load Latent capacity: 8580 Btuh 136% of load Total capacity: 33000 Btuh 109% of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 34863 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 97% of load Capacity balance: 34 °F Supplemental heat required: 1063 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 11.9 kW 116% of load Temp. rise: 42 °F Meets all requirements ofACCA Manual S. wrightsoft` 2019-Jan-2813:32:18 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 1 ACCK...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: RMR3536(Corsica) + wrightsoft Date: 01/28/19 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: 14226 Btuh Entering coil DB: 76.5°F Outdoor design WB: 77.0°F Latent gain: 3268 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17494 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 13442 Btuh 94% of load Latent capacity: 3383 Btuh 104% of load Total capacity: 16825 Btuh 96% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 15238 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17600 Btuh 116% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 5.6 kW 125% of load Temp. rise: 37 °F Meets all requirements of ACCA Manual S. W rightsoft- 2019-Jan-28 13:32:18 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 2 ACCK...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: RIVER3536(Corsica) +�+ wrightsoft p ~ Date: 01/28/19 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tres ca Road, Suite#306,Jacks onmile, 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: 12494 Btuh Entering coil DB: 76.4°F Outdoor design WB: 77.0°F Latent gain: 3115 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 15609 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 13453 Btuh 108% of load Latent capacity: 3341 Btuh 107% of load Total capacity: 16794 Btuh 108% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 13075 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17600 Btuh 135% of load Capacity balance: 26 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 5.6 kW 147% of load Temp. rise: 26 °F Meets all requirements of ACCA Manual S. * wrightsoR• 2019-Jan-2813:32:18 „ ,W,,,,, ,, r Right-Suite®Universal 2018 18.0.27 RSU13256 Page 3 ACC ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Job: RIVER3536(Corsica) - - wrightsoft° Project Summary Date: 01/28/19 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 98,Atlantic Beach C. C. Runquist Residence Desicin Information Weather: Jacksonville, Int'/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 51568 Btuh Structure 34640 Btuh Ducts 11608 Btuh Ducts 13685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 63176 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 48324 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9580 Btuh Ducts 3092 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 3536 3536 Equipment latent load 12672 Btuh Volume (ft') 33915 33915 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 60997 Btuh Equiv.AVF (cfm) 158 85 Req. total capacity at 0.70 SHR 5.8 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. -rk wr1ghisotFt- 2019-Jan-28 13:32:18 C u-. ..,.. ._ ... Right-Suite®Universal 2018 18.0.27 RSU13256 Page 1 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW ProjePt Summar Job: RIVER3536(Corsica) ct y Date: 01/28119 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 Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 98,Atlantic Beach C. C. Runquist Residence Designinformation 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 28083 Btuh Structure 15429 Btuh Ducts 6781 Btuh Ducts 8419 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 34863 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23849 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4450 Btuh Ducts 1839 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2091 2091 Equipment latent load 6289 Btuh Volume (ft3) 20910 20910 Air changes/hour 0.24 0.13 Equipment Total Load (Sen+Lat) 30138 Btuh Equiv.AVF (cfm) 85 46 Req. total capacity at 0.74 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000B0 AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24420 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 34 °F Backup: Input= 12 kW, Output= 40598 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P�&- wrlghtsoft' 2019-Jan-28 13:32:18 „.w.. ... ,r._ Right-Suite®Universal 2018 18.0.27 RSU13256 Page 2 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).up Calc=MJS Front Door faces:SW Job: RIVER3536(Corsica) wrightsoft, Project Summary Date: 01/28/19 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 Notes: Lot 98,Atlantic Beach C. C. Runquist 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 12708 Btuh Structure 11140 Btuh Ducts 2530 Btuh Ducts 3085 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 15238 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14226 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2612 Btuh Ducts 656 Btuh Central vent (0 cfm) 0 Btuh Heating Coolin (none) Area (ft') 821 82� Equipment latent load 3268 Btuh Volume (ft') 7389 7389 Air changes/hour 0.32 0.17 Equipment Total Load (Sen+Lat) 17494 Btuh Equiv.AVF (cfm) 39 21 Req. total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil F134CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 30 'F Backup: Input= 6 kW, Output = 19023 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -41 wr(ght ,0f't- 2019-Jan-2813:32:18 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 3 ACCk ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Pro ect Summar Job: RIVER3536(Corsica) - wrightsoft, 3rd ystem Byte. DRS/19 A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonvile, 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 Notes: Lot 98,Atlantic Beach C. C. Runquist 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 of 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 10778 Btuh Structure 9678 Btuh Ducts 2297 Btuh Ducts 2815 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 13075 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12494 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2517 Btuh Ducts 597 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 624 624 Equipment latent load 3115 Btuh Volume (ft') 5616 5616 Air changes/hour 0.36 0.19 Equipment Total Load (Sen+Lat) 15609 Btuh Equiv.AVF (cfm) 34 18 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 26 °F Backup: Input = 6 kW, Output= 19218 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ot&- wrlghtsoft- 2019-Jan-28 13:32:18 _., Right-Suite®Universal 2018 18.0.27 RSU13256 Page 4 ACCK ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW - wrightsoftRight-J®Worksheet Job: RIVER3536(Corsica) Entire House Date: 01/28/19 By: DRS A/C Masters HVAC, Inc. 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 461.8 ft 223.9 ft 3 Room height 9.6 ft 10.0 ft 4 Room dimensions 5 Room area 3536.0 ft' 2091.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftj Load number (Btuh/ft'°F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 ne 2.58 1.46 1076 765 1977 1118 540 350 904 512 3A-2ov 0.350 ne 13.30 37.00 72 0 958 2664 0 0 0 0 3A-2ov 0.350 ne 13.30 13.18 190 0 2527 2505 190 0 2527 2505 3A-2ov 0.350 ne 13.30 17.43 25 0 333 436 0 0 0 0 11 11J0 0.600 ne 22.80 18.36 24 24 547 441 0 0 0 0 12E-Osw 0.068 se 2.58 1.46 1107 931 2406 1361 583 512 1323 749 3A-2ov 0.350 se 13.30 38.43 55 0 732 2113 0 0 0 0 3A-2ov 0.350 se 13.30 4.70 51 163 678 239 51 78 678 239 3A-2ov 0.350 se 13.30 10.09 50 70 665 504 0 5 0 0 11 JO 0.600 se 22.80 18.36 20 20 456 367 20 20 456 367 12E-Osw 0.068 sw 2.58 1.46 1102 853 2204 1247 562 425 1098 621 3A-2ov 0.350 sw 13.30 38.43 80 0 1064 3074 0 0 0 0 3A-2ov 0.350 sw 13.30 4.70 94 145 1250 441 94 145 1250 441 3A-2ov 0.350 sw 13.30 10.09 32 41 426 323 0 0 0 0 11J0 0.600 sw 22.80 18.36 43 43 980 789 43 43 980 789 12E-0sw 0.068 nw 2.58 1.46 913 820 2119 1199 575 512 1323 749 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 13.18 63 0 838 830 63 0 838 830 3A-2ov 0.350 nw 13.30 17.43 30 0 399 523 0 0 0 0 P 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 180 180 766 1494 0 0 0 0 C 16X19-Oad 0.408 w 2.15 1.59 2715 2715 5842 4317 1270 1270 2733 2019 F 19A-5bscp 0.125 - 2.79 1.32 624 624 1739 824 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2091 321 16555 0 2091 202 10414 0 6 c)AED excursion 1197 2245 Envelope loss/gain 45460 28008 24525 12067 12 a) Infiltration 6609 1677 3558 903 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances/other 4075 2000 Subtotal(lines 6 to 13) 52068 35140 28083 15429 Less external load 500 500 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51568 34640 28083 15429 15 Duct loads 23% 41% 11608 13685 24% 55% 6781 8419 Total room load 63176 48324 34863 23849 Air required(cfm) 2286 2286 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -$A- wrightsoft- 2019-Jan-28 13:32:18 - --•-- Right-Suite@ Universal 2018 18.0.27 RSU13256 Page 1 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW wrightsoftRight-JO Worksheet Job: RIVER3536(Corsica) Entire House Date: 01/28/19 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite 11306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 3rd System 2 Exposed wall 137.9 ft 100.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 821.0 ft' 624.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft'°F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 ne 2.58 1.46 302 230 594 336 234 185 478 270 3A-20v 0.350 ne 13.30 37.00 72 0 958 2664 0 0 0 0 3A-2ov 0.350 ne 13.30 13.18 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 17.43 0 0 0 0 25 0 333 436 11 11J0 0.600 ne 22.80 18.36 0 0 0 0 24 24 547 441 12E-0sw 0.068 se 2.58 1.46 308 253 654 370 216 166 429 243 3A-2ov 0.350 se 13.30 38.43 55 0 732 2113 0 0 0 0 3A-2ov 0.350 se 13.30 4.70 0 85 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 10.09 0 0 0 0 50 65 665 504 11J0 0.600 se 22.80 18.36 0 0 0 0 0 0 0 0 12E-0sw 0.068 sw 2.58 1.46 306 226 584 330 234 202 522 295 3A-2ov 0.350 sw 13.30 38.43 80 0 1064 3074 0 0 0 0 3A-2ov 0.350 sw 13.30 4.70 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 10.09 0 0 0 0 32 41 426 323 11 JO 0.600 sw 22.80 18.36 0 0 0 0 0 0 0 0 V�J 12E-0sw 0.068 nw 2.58 1.46 122 122 315 178 216 186 481 272 Il��-CG 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 13.18 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 17.43 0 0 0 0 30 0 399 523 P 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 L-D 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 180 180 766 1494 0 0 0 0 C 16X19-0ad 0.408 w 2.15 1.59 821 821 1767 1305 624 624 1343 992 F 19A-5bscp 0.125 - 2.79 1.32 0 0 0 0 624 624 1739 824 F 22A-tph 1.358 w 51.60 0.00 0 119 6141 0 0 0 0 0 6 c)AED excursion 0 561 Envelope loss/gain 13574 11866 7361 5684 12 a) Infiftration 1634 415 1417 360 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 900 1175 Subtotal(lines 6 to 13) 15208 13640 8778 7678 Less external load 2500 2500 -2000 -2000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12708 11140 10778 9678 15 Duct loads 20% 28% 2530 3085 21% 29%1 2297 2815 Total room load 15238 14226 13075 12494 Air required(cfm) 1 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ri- wrtghtsoft- 2019-Jan-2813:32:18 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 2 ACZ�A ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW wrightsoft° Right-JO Worksheet Job: RIVER3536(Corsica) 1st System Date: 01/28/19 y By: DRS A/C Masters HVAC, Inc. 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 223.9 ft 223.9 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2091.0 x 1.0 ft 5 Room area 2091.0 ft' 2091.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/W°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 12E-0sw 0.068 ne 2.58 1.46 540 350 904 512 540 350 904 512 3A-20v 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 13.18 190 0 2527 2505 190 0 2527 2505 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 11Jo 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 se 2.58 1.46 583 512 1323 749 583 512 1323 749 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 4.70 51 78 678 239 51 39 678 239 3A-2ov 0.350 se 0.00 0.00 0 5 0 0 0 3 0 0 11J0 0.600 se 22.80 18.36 20 20 456 367 20 20 456 367 12E-0sw 0.068 sw 2.58 1.46 562 425 1098 621 562 425 1098 621 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 4.70 94 145 1250 441 94 72 1250 441 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 sw 22.80 18.36 43 43 980 789 43 43 980 789 12E-0sw 0.068 nw 2.58 1.46 575 512 1323 749 575 512 1323 749 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 13.18 63 0 838 830 63 0 838 830 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 w 2.15 1.59 1270 1270 2733 2019 1270 1270 2733 2019 F 19A-5bscp 0.125 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2091 202 10414 0 2091 202 10414 0 6 c)AED excursion 2245 2245 Envelope loss/gain 24525 12067 24525 12067 12 a) Infiltration 3558 903 3558 903 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2000 1 2000 Subtotal(lines 6 to 13) 28083 15429 28083 15429 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28083 15429 28083 15429 15 Duct loads 1 24% 55%1 6781 8419 241/, 55% 6781 1 8419 Total room load 34863 23849 34863 23849 Air required(cfm) I 1 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �'}� wrigh>tsoft- 2019-Jan-28 - --••--- Right-Suite® 2019-Jan-2813:32:18 Universal 2018 18.0.27 RSU13256 Page 3 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW -wrightsoft° Right-JO Worksheet Job: RIVER3536(Corsica) 2nd System Date: 01/28/19 y By: DRS A/C Masters HVAC, Inc. 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 137.9 ft 137.9 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 821.0 x 1.0 ft 5 Room area 821.0 ft' 821.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/ft'°F) (Btuh/ftj or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 ne 2.58 1.46 302 230 594 336 302 230 594 336 3A-2ov 0.350 ne 13.30 37.00 72 0 958 2664 72 0 958 2664 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 11J0 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 se 2.58 1.46 308 253 654 370 308 253 654 370 3A-2ov 0.350 se 13.30 38.43 55 0 732 2113 55 0 732 2113 3A-2ov 0.350 se 0.00 0.00 0 85 0 0 0 42 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 sw 2.58 1.46 306 226 584 330 306 226 584 330 3A-2ov 0.350 sw 13.30 38.43 80 0 1064 3074 80 0 1064 3074 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 JO 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 nw 2.58 1.46 122 122 315 178 122 122 315 178 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 1 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 180 180 766 1494 180 180 766 1494 C 16X19-Oad 0.408 w 2.15 1.59 821 821 1767 1305 821 821 1767 1305 F 19A-5bscp 0.125 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 0 119 6141 0 0 119 6141 0 6 c)AED excursion 0 0 Envelope loss/gain 13574 118661 13574 11866 12 a) Infiltration 1634 415 1634 415 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 900 900 Subtotal Qines 6 to 13) 15208 13640 15208 13640 Less external load 2500 2500 2500 2500 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12708 11140 12708 11140 151 uct loads 120% 28%1253013085120%128%1253013085 Total room load 15238 14226 1 1 15238 14226 Air required(cfm) 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}� wrl9titsott- ,.�� --- •---••--- Right-Suite®Universal 2018 18.0.27 RSU13256 2019-Jan-2813:32:18 Page 4 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW wrightsoft° Right-J®Worksheet Job: RIVER3536(Corsica) 3rd System Date: 01/28/19 y By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 3rd System Guest Suite 2 Exposed wall 100.0 ft 100.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 624.0 x 1.0 ft 5 Room area 624.0 ft' 624.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftp Load number (Btuh/W°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 ne 2.58 1.46 234 185 478 270 234 185 478 270 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 17.43 25 0 333 436 25 0 333 436 11 11J0 0.600 ne 22.80 18.36 24 24 547 441 24 24 547 441 12E-0sw 0.068 se 2.58 1.46 216 166 429 243 216 166 429 243 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 10.09 50 65 665 504 50 32 665 504 11J0 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 sw 2.58 1.46 234 202 522 295 234 202 522 295 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 10.09 32 41 426 323 32 21 426 323 11 JO 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 nw 2.58 1.46 216 186 481 272 216 186 481 272 -G 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 17.43 30 0 399 523 30 0 399 523 PI 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 D 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 w 2.15 1.59 624 624 1343 992 624 624 1343 992 F 19A-5bscp 0.125 - 2.79 1.32 624 624 1739 824 624 624 1739 824 F 22A-tph 1.358 w 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 561 561 Envelope loss/gain 7361 5684 7361 5684 12 a) InfiRration 1417 360 1417 360 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1175 1175 Subtotal(lines 6 to 13) 18778 7678 18778 7678 Less external load -2000 -2000 -2000 -2000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10778 9678 10778 9678 15 Duct loads 21% 29% 2297 2815 21% 29% 22971__ 2815 Total room load 13075 12494 13075 12494 Air required(cfm) 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` -ri-1- w1r1wfmtwc3 t- 2019-Jan-2813:32:18 ----• Right-Suite®Universal 2018 18.0.27 RSU13256 Page 5 AC ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Job: RIVER35 36(Corsica) wri htsot` Building Analysis Date: 01/28/19 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 Information 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 MEMO= Component Btuh/ft' Btuh % of load Walls 2.7 9472 14.9 Glazing 13.3 9869 15.5 Walls Ducts Doors 22.8 1984 3.1 Ceilings 2.2 5842 9.2 Glazing /4 Floors 6.7 18294 28.7 Infiltration Infiltration 1.6 6609 10.4 Ducts 11608 18.2 Doors Piping 0 0 Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments -500 Total 63176 100.0 to • • IT • Component Btuh/ft2 Btuh % of load Walls 1.8 6419 13.1 Glazing 20.0 14851 30.4 Walls Internal Gains Doors 18.4 1597 3.3 Ceilings 1.6 4317 8.8 Floors 0.3 824 1.7 Infiltration 0.4 1677 3.4 Ducts Ducts 13685 28.0 Ventilation 0 0 Glazing Internal gains 5455 11.2 Blower 0 0 Adjustments -500 Doors Ot�ie�tration Total 48324 100.01 Ceilings Latent Cooling Load = 12672 Btuh Overall U-value = 0.223 Btuh/ft2-°F Data entries checked. wrightSoTt` 2019-Jan-2813:32:21 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 1 AM ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Job: RIVER3536(Corsica) wrightsoft, Building Analysis Date: 01/28/19 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 C• • • 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 2.6 4649 13.3 Walls Glazing 13.3 5293 15.2 Ducts Doors 22.8 1436 4.1 Ceilings 2.2 2733 7.8 Glazing Floors 5.0 10414 29.9 Infiltration Infiltration 1.6 3558 10.2 Ducts 6781 19.4 Doors Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Total 34863 100.0 TM• • Component Btuh/ft2 Btuh % of load Walls 1.5 2630 11.0 Glazing 15.7 6261 26.3 Walls Internal Gains Doors 18.4 1157 4.9 Ceilings 1.6 2019 8.5 Floors 0 0 0 Infiltration 0.4 903 3.8 Glazing_I Ducts 8419 35.3 Ventilation 0 0 Ducts Internal gains 2460 10.3 Blower 0 0 Doors Adjustments 0 Ceilings Infiltration Total 23849 100.0 Latent Cooling Load = 6289 Btuh Overall U-value = 0.194 Btuh/ft2-°F Data entries checked. Ah- wr1gF Ts-.ci t- 2019-Jan-28 13:32:21 .,. Right-Suite®Universal 2018 18.0.27 RSU13256 Page 2 ACCk ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Building Analysis Job: RIVER3536(Corsica) u wrightsoft" 9 y Date: 01/28/19 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 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 0000001 Mml Component Btuh/ft2 Btuh % of load Walls 2.9 2913 16.4 Glazing 13.3 2753 15.5 Walls Ducts Doors 0 0 0 Infiltration Ceilings 2.2 1767 10.0 Floors 0 6141 34.6 Glazing Infiltration 1.6 1634 9.2 Ducts 2530 14.3 Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments -2500 Total 15238 100.0 Component Btuh/ft2 Btuh % of load Walls 2.7 2709 16.2 Glazing 37.9 7852 46.9 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 1305 7.8 Ducts Floors 0 0 0 Infiltration 0.4 415 2.5 Ducts 3085 18.4 Ventilation 0 0 Infiltration Internal gains 1360 8.1 Ceilings Blower 0 0 Glazing Adjustments -2500 Total 14226 100.0 Latent Cooling Load = 3268 Btuh Overall U-value = 0.317 Btuh/ft2-°F WARNING: window to floor area ratio = 25.2% - more than 25%. i�i wrightsoft' 2019-Jan-28 13:32:21 Right-Suite®Universal 2018 18.0.27 RSU13256 Page 3 ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW Building Analysis Job: RIVER3536(Corsica) wri htsoft' Date: 01/28/19 9 3rd 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 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 oN 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 2.6 1910 17.2 Glazing 13.3 1822 16.5 Walls Ducts Doors 22.8 547 4.9 Ceilings 2.2 1343 12.1 Floors 2.8 1739 15.7 Glazing Infiltration Infiltration 1.6 1417 12.8 Ducts 2297 20.7 Hlupmidification 0 0 Doors OFloors Ventilation 0 0 Ceilings Adjustments 2000 Total 13075 100.0 • • Component Btuh/ft2 Btuh % of load Walls 1.5 1080 10.3 Glazing 17.1 2347 22.4 Walls Internal Gains Doors 18.4 441 4.2 Ceilings 1.6 992 9.5 Floors 1.3 824 7.9 Glazing Infiltration 0.4 360 3.4 Ducts 2815 26.8 Ventilation 0 0 Ducts Internal gains 1635 15.6 Doors Blower 0 0 Adjustments 2000 Ceilings Infiltration Total 12494 100.0 Floors Latent Cooling Load = 3115 Btuh Overall U-value = 0.207 Btuh/ft2-°F Data entries checked. -+- wrigF•tsoft' 2019-Jan-28 13:32:21 !� Right-Suite®Universal 2018 18.0.27 RSU13256 Page 4 ACe4A ...de Homes\ATLANTIC Beach CC\ABCC98(Runquist).rup Calc=MJ8 Front Door faces:SW NOTES I.PuCK5 AFOW'INPON5 ARE APPROXIMATE FIN:xED 517F5:REFER TO MFGS SPEQFK.A.TIaf,,FOR ROUGH OPENPRK.4; TRA Or5 _ 1.PU51I 1rA GARAGC BACK TO Llli UP W/51 UPr www ]AOD2'DEPMTOGARAGE p — —— 4.4%4LOUVEREOCEDAR OUTGJCR EHOWEK ---- — ----—--- ---------- ---- - 5 ISOKERN VE c55 GA5 FIREPLACE ------ ------ aaoN ,I ----- E,FUTURE SUMMER KITCHEN AT LAM y.PWOR BAN L#VFX 5TA1R5 9.Fk.DOOR Ai c1 C 5E FM AREA b10.OR,FR.OOORS IN FAWY ROOM ILO S G.U. i c s e 11.KELCCA.TE COOK TO STUDY n 12 RECOIIFGURE KITCIEN vER5 ATs FAMILY S = 50,FTG.CALCULATIONS M RECON RE NEOW OATHCH 15T p t"LNPRY 51W FOYER z� U 1ST FLOORLFI ^091 2H0 FLLL7R LMNIW 81.1 F I p4 2N7 FLOOR GUEST SLATE 624 TOTAL LIVM 9035 „ X b 7X p _ D •1 GARAGE 624 Ij E FkOM PORCH 258 A �+- -- © I LRLLtLWAY 86 �B86 rca LANAIC TOTAL COVERED 4549 /XrD o I VOLL*t OF CONrTMED SPACE 36M REVISIONS KITCHE b a Izw! DINING h b D-Sized per ASHRAE Standards Tp v °- --- :. '3 --- tQ FOCI-Loss• 108 Static= /Z :<p+m= n ! A n 11 Total CFM5- /L71 Dost Slz—hewn in Are.X Length I V E R S I D E TEL z1O• ,: I I a '$ X/ raw © ou n a C•CFM on Ding •L r �a ur .e' POW.'.fr . 1 Yb HOMES , u — — ::•_ Build With Confidence b B r- t I.r" >llt 91RSFn 12276 San Jou 111K.sura 12O �,. / Jeck—Wllc Rmda 32223 h Office(9041449-1630 m 4 lJt � 3 ruw a E.home.rom OWNER'S SUITE M 3, r n x ~ to LA y R EZEWA w lot 98 Atlantic Beach b„r 1 Country Club R n-0rL bz aa,d Tr �t w GAGE Runquist Residence : °° " wok First Floor Plan 1735 Maritime Oak Drive Atlantic Beads,F.32733 ee b be, IDIA 1 Drawn By AHJ sheet1 'bNsro Me W.I L 4 - Plan Cor a-A 9 w._+ 2<v G.rcraw.v.'.wiy�an%�,xan,.H fmneX 15t FLOOR PLAN , e MECHANICAL EQUIPMENT NOTES: oesioN BY: NOTE TO FRMIER: FBGR9O252:D3CT5IN GARAGE5M!.Le�MN2p GAGESHLET EXTEROK c�FSLABECGE STEEL WITHI•n oPENNGSINTO GARAGE ALLO+/ED. reternorve cwar,-ash FOC-R,M19O51AMIN 4"CLEARAPEE REOLXRED AROIIIU ALI 51OE5 OF ui ce rv.. ae wn, . MELFIAWAL EOVIPMIEM MD COMPONEM�i.IAUDIG PUCJ5.WI D1 DRAFTING BY. THE HOME WIDE OF THEIH:i SPARE BEING AT LLEAST12' WIDER THAN MOR AV,FURNACE CP,Al;MANGLER � 12627 B.a Ja.e IU+d GROUPD-MOUNTED MECHANCAL UMTS SNAIL BE AICICKEO N Huhe 1B2 ACCORDANT WIE W-R.SECTION K397.2. IacAeoE132225 4 /� A 90 r!16OJ319 NOTES I.DO-RB SIZE 5;KEFtl5 ARE APVRO.�IMA"L F PECIED SIZES:REFER U MFGS SPECIFICATIONS FOR Rp1Gl1 OP.ENgCzS Pkifk "O FRA.MMG 2 P 'N GUEST SUtE DAGg TO LYE UF W/ STUDY WINCOW GENERAL STAIR DETAIL 3.Ax^e'Cf PTH r0 GUEST SUfE 4.PREFLUMB SINK N GLEST 5LUE 5.REMO✓E LIMEN M LOFT 6.RELOCATE NU IN All IC FR.DOORS AT LOFT B.MOTE TI10 TO BATH 112 AND"R TO BATI 113 .a.>m•u.•..a-..vnra•r9.RECONFK''JRE BATH M AND WIC Duct Sized per ASHME SIarMards ii�,a/ Frlctlon Inss• D$ C e"' static- LOFT px Total UM, 70 nAY `• Duct Sizes sh nArea%Length r'Y A TEL C=CFM on Droving REVISIONS — BR (DA te- 7XI*" �a Ira B RIVERSIDE 'NIG HOMES .. ...„.. Ducts zed per ASXMESIantlartls/iTa^' q o Fnctmn Los,- ,08 Build With Confidence ,14-- static• Z 1n76San Jac Bhd.,3uize1N1 z Total CFMS•S7' Jacb_n fir,Abndc 31 3 Duct 51 as Shown In Area%Length Wcc:(SW)449-1650 1 1 TEL. y` www.m,Nwr,leenwnr.rnni ------- — -- C•CFM On Drawing IL Lot 98 Atlantic Beach Country Club GUEST SUITE —aa Runquist Residence Second Floor Plan ys✓� Za,.l� � T—rx F3-• 1735 Maritime Osk Drive Atlantic Beach,FL 32733 Drawn By AB7 Shen A 2 . fpr -yd Date ip.71.7018 ry !r'el GUE5 YXN, me n J 114'=1'4P ; 6 �- rlaa cor,Ka-A or 9 w DESIGN BY: 2nd FLOOR PLAN A .k.-cn,ae BWd SWu:707 ,11411'13-319” 141ulr,FL 3-319" 3 sw 26omlp t\�E?toOp lF "moo International Fireproof Technology, Inc. OFFICE COPYPaint To Protect'" 0 a 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 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 Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated its 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 NFPA286UL 1715UL 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 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 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 Shelf Life 1 year from date of manufacture in unopened PSI: 3000 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 Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump 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: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and X"x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA • PSI: 3300 Easily applied with a sprayer,roller,or brush with no complicated mixing GPM: 2.2 ■ 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 Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, 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'/<"x3'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 Safety glasses,goggles,or a face shield are recommended. be sent to IFTI within 10 days of project completion. Installation 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 ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/2014 12:43 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 N UWU'L__ UU1Y ICC Most Widely Accepted and Trusted EVALUATION EvaluationSERVICE in C"Mim"mm Innovation RESEARCH - . . ICC-ES 1 (800) 423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 08/2018 This report is subject to renewal 08/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALT`" 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION ICC ICC IN ( F� ":-, � PMG LISTED all "2014 Recipient of Prestigious Western States Seismic Policy Council ■�1 (WSSPC)Award in Excellence" A Subsidiary of ODE000NCIr ICGES 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 finding or other matter in this ISO/IEC 17065 report, or as to any product covered by the report. Pr dtll C.rbr,-'n mdy N1000 Copyright° 2018 ICC Evaluation Service, LLC. All rights reserved. r ESEVALUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section: 07 21 00—Thermal Insulation SucrasealTM 0.5 spray foam insulation is a two- REPORT HOLDER: component, open cell, one-to-one-by-volume spray- applied polyurethane foam system with a nominal density SES FOAM of 0.5 pcf (8.0 kg/m3). The insulation's liquid components are supplied in nominally 55-gallon drums, labeled as "A" EVALUATION SUBJECT: component or "B" component. The insulation components have a shelf life of six months when stored in unopened SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: containers at temperatures between 70°F (21°C) and 90°F SPRAY-APPLIED POLYURETHANE FOAM PLASTIC (32°C). INSULATION The attributes of the insulation have been verified as 1.0 EVALUATION SCOPE conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that 1.1 Compliance with the following codes: decisions on compliance for those areas rest with the user ® of this report. The user is advised of the project-specific ■ 2012 and 2009 International Building Code (IBC) provisions that may be contingent upon meeting specific ■ 2012 and 2009 International Residential Code(IRC) conditions, and the verification of those conditions is outside the scope of this report. These codes or standards ■ 2012and 2009 International Energy Conservation often provide supplemental information as guidance. Code®(IECC) 3.2 Surface-burning Characteristics: ■ Other Codes(see Section 8.0) At a maximum thickness of 4 inches (102 mm) and a Properties evaluated: nominal density of 0.5 pcf, the insulation has a flame- ■ Surface-burning characteristics spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. ■ Physical properties Thicknesses for wall cavities and ceiling cavities are not ■ Thermal resistance(R-values) limited when the insulation is covered with a minimum /z-inch-thick (12.7 mm) gypsum board installed in ■ Air permeability accordance with the applicable code. ■ Exterior walls in Types I-IV construction 3.3 Thermal Resistance(R-values): 1.2 Evaluation to the following green standard: The insulation has thermal resistance(R-values)at a mean ■ 2008 ICC 700 National Green Building Standard TM (ICC temperature of 75°F(24°C)as shown in Table 1. 700-2008) 3.4 Air Permeability: Attributes verified: The insulation, at a minimum thickness of 3 inches ■ See Section 3.1 (76 mm), is considered air-impermeable in accordance with IRC Section R202, based on testing in accordance 2.0 USES with ASTM E283. SucrasealTM 0.5 spray polyurethane foam plastic insulation 3.5 DC 315 Coating: is used as a nonstructural thermal insulating material in DC 315 Coating is manufactured by International Fireproof buildings of Type I, II, III, IV and V(IBC) construction, and Technology, Inc. / Paint to Protect Inc. (ESR-3702), and is in dwellings built under the IRC. The insulation is for use in a water-based intumescent coating supplied in 5-gallon wall cavities and floor/ceiling assemblies, and in attics and (19 L) pails and 55-gallon (208 L) drums and has a shelf crawl spaces when installed as described in Section 4.4. life of six months when stored in a factory-sealed container Under the IRC, the insulation may be used as air- at temperatures between 50°F(10°C)and 80°F (270C). impermeable insulation when installed as described in Section 3.4. SES Foam 0.5 Ib Spray is identical to 3.6 FireShell F10E: SucrasealTM 0.5. Wherever SucrasealTM 0.5 is mentioned, FireShell® F10E is manufactured by TPR2 Corporation the same property applies to SES Foam 0.5 Ib Spray. (ESR-3997), and is a water-based coating supplied in LCC-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 p to any finding or other matter in this report,or as to any product covered by the report. mui"muiai �.. Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 11 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 11 5-gallon (19 L) pails and 55-gallon (208L)drums and has a minimum thickness of 20.0 mils (0.51 mm) wet film shelf life of one year when stored in a factory-sealed thickness [14 mils (0.36 mm) dry film thickness] with a container at temperatures between 45°F (7.2°C) and 90°F minimum application rate of 1.25 gal/100 ft2. The coating (35°C). must be applied over the SucrasealTM 0.5 insulation in 4.0 INSTALLATION accordance with the coating manufacturer's published instructions and this report. Surfaces to be coated must be 4.1 General: dry, clean and free of dirt, loose debris and other SucrasealTM 0.5 spray insulation must be installed in substances that could interfere with adhesion of the accordance with the manufacturer's published installation coating. The coating is applied in one or more coats with instructions and this report. A copy of the manufacturer's brush, roller or airless spray equipment. published installation instructions must be available at all 4.4 Attics and Crawl Spaces: times on the jobsite during installation. 4.4.1 Application with a Prescriptive Ignition Barrier: 4.2 Application: When SucrasealTM 0.5 spray is installed within attics and The insulation is spray-applied at the jobsite using a crawl spaces, where entry is made only for service of volumetric positive displacement pump as identified in the utilities, an ignition barrier must be installed in accordance SucrasealTM 0.5 spray application manual. The insulation with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or components must be stored at temperatures between R316.5.4, as applicable, except when the installation is in 70°F (21'C) and 90°F (32°C) for several days before accordance with Section 4.4.2 or Section 4.4.3. The application. The insulation must not be used in areas that ignition barrier must be consistent with the requirements have maximum in-service temperatures greater than 180°F for the type of construction required by the applicable (82°C). The insulation must not be used in electrical outlet code, and must be installed in a manner so that the foam or junction boxes or in contact with water (e.g., rain, plastic insulation is not exposed. SucrasealTM 0.5 spray condensation, ice, snow) or soil. The substrate must be insulation at a minimum thickness of 3 inches (76 mm) free of moisture, frost or ice, loose scales, rust, oil, grease may be installed in unvented attics in accordance with or other surface contaminants. The insulation can be 2012 IRC Section R806.5 (2009 IRC Section R806.4), as installed in one pass to the maximum thickness. The applicable. spray-applied foam insulation must be protected from 4.4.2 Application without a Prescriptive Ignition weather during and after installation. Barrier: Where the spray-applied insulation is installed in 4.3 Thermal Barrier: accordance with this section or Section 4.4.3, the following 4.3.1 Application with a Prescriptive Thermal Barrier: conditions apply: SucrasealTM 0.5 spray insulation must be separated from a) Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier and no storage is permitted. of '/2-inch-thick (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and b) There are no interconnected attic or crawl space installed in accordance with, IBC Section 2603.4 or IRC areas. Section R316.4, as applicable, except when the installation c) Air in the attic or crawl space is not circulated to other is in accordance with Section 4.3.2.Within an attic or crawl parts of the building. space, installation must be in accordance with Section 4.4. d) Attic ventilation is provided when required by IBC 4.3.2 Application without a Prescriptive Thermal Section 1203.2 or IRC Section R806, except when Barrier: The prescriptive 15-minute thermal barrier may be air-impermeable insulation is permitted in unvented omitted when installation is in accordance with this section. attics in accordance with 2012 IRC Section R806.5 or The insulation and coating may be spray-applied to the 2009 IRC Section R806.4. Under-floor (crawl space) interior facing of walls and the underside of roof sheathing ventilation is provided when required by IBC Section or roof rafters, and in crawl spaces, and may be left 1203.3 or IRC Section R408.1, as applicable. exposed as an interior finish without a prescribed 15-minute thermal barrier or prescribed ignition barrier e) Combustion air is provided in accordance with when the installation is in accordance with either Sections International Mechanical Code®Section 701. 4.3.2.1 or 4.3.2.2. In attics, the insulation may be spray-applied to the 4.3.2.1 Application with DC 315 Coating: The thickness underside of roof sheathing or roof rafters, and/or vertical of the foam plastic applied to the underside of roof surfaces, and in crawl spaces the insulation may be spray- sheathing and to vertical wall surfaces must not exceed applied to the underside of floors and/or vertical surfaces 111/2 inches (292 mm). The foam plastic must be covered as described in this section. The thickness of the foam on all surfaces with DC 315 Coating (ESR-3702) at a plastic applied to the underside of the top of the space minimum thickness of 18.0 mils (0.47 mm) wet film must not exceed 12 inches(305 mm). The thickness of the thickness [12 mils (0.30 mm) dry film thickness] with a foam plastic applied to vertical surfaces must not exceed minimum application rate of 1.12 gal/100 ft2. The coating 111/2 inches (292 mm). The foam plastic may be installed must be applied over the SucrasealTM 0.5 insulation in without a covering or coating. The insulation may be accordance with the coating manufacturer's published installed in unvented attics in accordance with 2012 IRC instructions and this report. Surfaces to be coated must be Section R806.5 (2009 IRC Section R806.4). The ignition dry, clean and free of dirt, loose debris and other barrier in accordance with IBC Section 2603.4.1.6 or IRC substances that could interfere with adhesion of the Section R316.5.3 may be omitted. coating. The coating is applied in one or more coats with 4.4.3 Use on Attic Floors: SucrasealTM 0.5 spray brush, roller or airless spray equipment. insulation may be installed exposed at a maximum 4.3.2.2 Application with FireShell®F10E: The thickness thickness of 111/2 inches (292 mm) between joists in attic of the foam plastic applied to the underside of roof floors. The ignition barrier in accordance with IBC Section sheathing and to vertical wall surfaces must not exceed 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The 111/2 inches (292 mm). The foam plastic must be covered insulation must be separated from the interior of the on all surfaces with FireShell® F10E (ESR-3997) at a building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 11 4.5 Exterior Walls of Type I, II, III and IV Construction: 6.5 Report of fire propagation testing in accordance with 4.5.1 General:When used on walls of Type I, II, III and IV NFPA 285. exterior wall construction, the SucrasealTM 0.5 spray- 6.6 Engineering evaluation extending NFPA 285 testing applied foam insulation must comply with Section to various exterior wall constructions. 2603.5 of the IBC and this section. The potential heat 7,0 IDENTIFICATION of SucrasealTM 0.5 spray-applied foam insulation is 466 Btu/ft2 (5.26 MJ/m2) per inch of thickness when tested 7.1 Components of the SucrasealTM 0.5 spray in accordance with NFPA 259. polyurethane foam plastic insulation are identified with the manufacturer's name (SES Foam) and address; 4.5.2 Specific Wall Assemblies: Wall assemblies must the date of manufacture or the lot number;the product be as described in Table 2. trade name(SucrasealTM 0.5); the mixing instructions; 5.0 CONDITIONS OF USE the density; the flame-spread and smoke-developed The SucrasealTM 0.5 spray polyurethane foam plastic indices; and the evaluation report number (ESR- insulation described in this report complies with, or is a 3375). suitable alternative to what is specified in, those codes International Fireproof Technology, Inc. / Paint to listed in Section 1.0 of this report, subject to the following Protect Inc., DC 315 Coating is labeled with the conditions: manufacturer's name and address; the product name; 5.1 The insulation must be installed in accordance with the date of manufacture, the shelf life or expiration the manufacturer's published installation instructions, date; the manufacturer's instructions for application this evaluation report and the applicable code. If there and evaluation report number(ESR-3702). are any conflicts between the manufacturer's TPR2 Corporation Fireshell F10E coatings and published installation instructions and this report, this Blazelok TBX coating is labeled with the report governs. manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration 5.2 The insulation must be separated from the interior of date; the manufacturer's instructions for application the building by an approved 15-minute thermal and evaluation report number(ESR-3997). barrier, as described in Section 4.3.1, except when the installation is in accordance with Section 4.3.2. 7.2 The report holder's contact information is the Installation in an attic or crawl space must be as following: described in Section 4.4. SES FOAM 5.3 The insulation must not exceed the thicknesses noted 4008 LOUETTA ROAD,#538 in Sections 3.2, 4.3, and 4.4. SPRING,TEXAS 77388-4405 (713)239-0252 5.4 The insulation must be protected from exposure to the www.sesfoam.com weather during and after application. 8.0 OTHER CODES 5.5 The insulation must be applied by contractors certified by SES Foam. In addition to the codes referenced in Section 1.0, the products in the report were evaluated for compliance with 5.6 Use of the insulation in areas where the probability of the requirements of the following codes: termite infestation is "very heavy" must be in accordance with 2012 IBC Section 2603.9 (2009 IBC • 2006 International Building Code aD Section 2603.8)or IRC Section R318.4, as applicable. ■ 2006 International Residential Code 5.7 Jobsite certification and labeling of the insulation must ■ 2006 International Energy Conservation Code® comply with IRC Sections N1101.4 and N1101.4.1 The products comply with the above mentioned codes as and IECC Sections R303.1.1 and 303.1.1.1, as described in Sections 2.0 through 7.0 of this report, with applicable. revisions as noted below: 5.8 When use is on exterior wall of buildings of Type I, ll, 0 Application with and without a Prescriptive Thermal III or IV construction, construction must be as Barrier: See Section 4.3, except the approved thermal described in Section 4.5 and Table 2. barrier must be installed in accordance with Section 5.9 A vapor retarder must be installed in accordance with R314.4 of the 2006 IRC. the requirements of the applicable code. ■ Application with a Prescriptive Ignition Barrier: See 5.10 SucrasealTM 0.5 spray polyurethane foam plastic Section 4.4.1, except an ignition barrier must be insulation is produced in St. Louis, Missouri, under a installed in accordance with Section R314.5.3 or quality-control program with inspections by ICC-ES. R314.5.4 of the 2006 IRC. 6.0 EVIDENCE SUBMITTED ■ Application without a Prescriptive Ignition Barrier: 6.1 Data in accordance with the ICC-ES Acceptance See Section 4.4.2, except that combustion air is Criteria for Spray-applied Foam Plastic Insulation provided in accordance with Sections 701 and 703 of (AC377), dated April 2016, including reports of tests the 2006 IECC. in accordance with Appendix X of AC377. ■ Protection against Termites: See Section 5.6, except 6.2 Reports of room corner fire-testing in accordance with use of the insulation in areas where the probability of NFPA 286. termite infestation if"very heavy" must be in accordance with Section R320.5 of the 2006 IRC. 6.3 Report of air permeance testing in accordance with ■ Jobsite Certification and Labeling: See Section 5.7, ASTM E283. except jobsite certification and labeling must comply 6.4 Report of potential heat testing in accordance with with Sections 102.1.1 and 102.1.1.1, as applicable, of NFPA 259. the 2006 IECC. ESR-3375 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE ff.ft2•h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•mzNV. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS 1 –Concrete wall 2–Concrete Masonry wall Base wall system–Use either 3–1 layer of 5/8-inch thick Type X gypsum wallboard installed on the interior side of minimum 3_5/8 inch 1,2,or 3 deep minimum 20 gauge thick steel studs spaced a maximum of 24-inch on center.Lateral bracing installed minimum every 4 ft.vertically or as required.Wall stud cavities shall be filled at each floor line with minimum 4 Ib/ft3 mineral-fiber insulation friction fit between steel wall studs. Resilient Channel–For use 1 –None with Base Wall System 3 above 2–Double leg"hat'shaped steel resilient channel installed perpendicular to the wall studs(interior side –Use either 1 or 2 only)and spaced a maximum of 24-inches on center between steel studs and Type X gypsum wallboard. Entire perimeter of window opening to be framed with resilient channel. Perimeter Fire Barrier System Perimeter fire barrier system complying with Section 715.4 of the 2012 IBC shall be installed to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. Full wall stud cavity depth or less of SucraSealTM 0.5 spray-applied foam plastic insulation applied using Wall Stud Cavity Insulation exterior gypsum sheathing as the substrate and covering the width of the cavity and the inside of the steel wall stud framing flange. Exterior sheathing–For Base 5/8-inch thick Type X exterior type gypsum sheathing complying with ASTM C1177. Wall System 3 above 1 –Any non-combustible exterior wall covering material Exterior Wall Covering–Use 2–Any non-combustible exterior wall covering system with a combustible WRB that has successfully been either 1,2,or 3 tested in accordance with NFPA 285. (see Note 1 below) 3–Metal Composite Material(MCM)Mitsubishi Plastic Composites America,Inc.,Alpolic/fr wall panels (see ICC-ES ESR-2653)or Alcoa Architectural Products Reynobond FR 6-mm panels(see ICC-ES ESR- 3435)where there is no exterior insulation in the cavity behind the panels. Flashing of window,door and As an option,flash around window,door and other exterior penetrations with limited amounts of maximum other exterior wall penetrations. 12-inch wide acrylic,asphalt or butyl-based flashing tape or liquid applied membrane material. For SI: 1 inch=25.4 mm; 1 pcf=16.0 kg/m3. Note 3:Exterior wall coverings shall be installed in accordance with the manufacturer's installation requirements and must comply with the applicable provisions of IBC Chapter 14 and IRC Chapter 7. ESICCEVALUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 FBC Supplement Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SucraSeal 0.5 spray polyurethane foam plastic insulation, recognized in ICC-ES master evaluation report ESR-3375, has also been evaluated for compliance with the codes noted below. Applicable code editions: IN 2014 Florida Building Code—Building IN 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The SucraSeal 0.5 spray polyurethane foam plastic insulation (also known as SES Foam 0.5 Ib Spray), described in Sections 2.0 through 7.0 of the master evaluation report ESR-3375, complies with the Florida Building Code—Building and the Florida Building Code--Residential, provided the design and installation are in accordance with the 2012 International Building Code® (IBC) and 2012 International Residential Code® (IRC) provisions noted in the master report under the following condition:. Installation must meet the requirements of Sections 1403.8 and 2603.9 of the Florida Building Code—Building and Sections R318.7 and R318.8 of the Florida Building Code—Residential, as applicable. Use of Sucraseal 0.5/SES Foam 0.5 Ib spray-applied polyurethane foam plastic insulation has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2018. 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 finding or other matter in this report,or as to any product covered by the report. ion Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 11 ESICCEVALUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR°Supplement Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND 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 specific 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 evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat 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 point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocya n u rate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value: The inverse of the time rate of heat flow 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[(h•ft2•°F)/Btu]. Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. 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 ora recommendation for its use.There is no warrantyby/C('Evaluation Service,LLC,express or implied,as G to any finding or other matter in this report,or as to any product covered by the report. -77—i Copyright 0 2018 ICC Evaluation Service,LLC. All rights reserved. Page 6 of 11 ESR-3375 I Most I/Videly Accepted and Trusted Page 7 of 11 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 information 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: Firms 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(SAR). 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: "G. RE-ENTRY SucraseaITM 0.5 reacts and cures within seconds of application. Re-entry 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 2018. ESR-3375 Most Widely Accepted and Trusted Page 8 of 11 oo°pppOoo° o°° °°oopOao° o°° ao° o° o° o0 0000°00 a o00 0 o0p 0°°0 0p 000 00 p o00 0 o0p0o°000 000 00500000 °°° 000 005 poo0pap0po°aoo O p0 000 00oO0 OO 0°00000 00 o O 00°00ao0 00 O 00 p0 00 poo OO°000° °°000 0000000 p0 a 00 00 O 00 OOO 000 00 00 0 00 p000000 °°o o°°0° Interior Partition °0o po 00000000 ppo°ppo '00 00 0 000 Interior Finished Surface ol° po 0 0°0 (1!2-inch Sheetrock) 0000000 00000000 000°000 o° o 0000000 o SUCRASEAL'`'0.5 or 0°0°0('00 SES Foam 0.5 Ib Spray O° 000 ° 00°°p °00o°p0 000 0 0°° Exterior Sheathing 000000 o 0° 0 a°°o°° SUCRASEAP 0.5 ABOVE GRADE WALL INSULATION SES 05-1 062914 SES FOAM 0.5 LB SPRAY ESR-3375 Most Widely Accepted and Trusted Page 9 of 11 <'00 00 OO o O ° V • Masonry Block /\O (Typical) \J 0 .. klrafbr Finlsh Surtoco o (12-Inch Shaetrock) O: O ° Builds z 4"Bus o 0 ,. SUCRASEALTM0.5 or SES Fawn 0A 6 Spray o. 0 0 SUCRASEALnM 0.5 BELOW GRADE WALL INSULATION SES 05-2 062914 SES FOAM 0.5 LB SPRAY Insulation on Interior Side of Wall Baffle to provide air space between Thermal insulation and roof Barrier' deck. (as required by local code) O o°o°° o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 oop0000000 0 0 0 0 o 0 0 0 0 0 0°0°0°0°0°0°0° ° o°o ° o°00000p000 000°�0000°°°°°Oo° °° o0o000°Oo0o00000 O O 000 00°00000°0°0000000 O 000 U o°o°o°°° SUCRASEALTM 0.5 or o°o°0o 00 °°° SES Foam 0.5 Ib Spray ° °;° ° o°°° °°° 0 0 0 0 o°o°°° °o ° o°o °o°o°o°o o°o °o° °°°°°° ° o°°°0°0 Vented Soffit1o.101° ° °° ° o°o°o°oma °o°o° o°o °°O 'Where attic entry is for the o°00000° °°°°° service of utilities only,thermal SES Foam 0.5 Ib Spray °°°°°° and igniton barrier on the attic 00000000 side of the spray foam surface may be omitted. SUCRASEALTM 0.5 VENTED ATTIC:FLOOR/SOFFIT SES 05-3 062914 SES FOAM 0.5 LB SPRAY ESR-3375 I Most I417dely Accepted and Trusted Page 10 of 11 Subfloor SUCRASEAL'0.5 0r SES Foam 0.5 Ib Spray 0080000 80%08,RM. Header 88 08 8888888 88880880° Sill ° Joist Floor Cross Section Thermal Barrier" (as required by Exterior Grade local code) 6"Min Footer` Vapor Barrier 'Where craWspace entry is for the `•'= ' i ' t /\\/\\/\\/ service of utilities only,thermal ' •'r �.'-:+�,•'' /\\///\\///\\/// and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SUCRASEAL M 0.5 CRAWLSPACE:VENTED SES 05-4 062914 SES FOAM 0.5 LB SPRAY X08 Subfloor 8888888888888, Header 88888888888 Sill .00. Joist Thermal Barrier` So, (as required by Exterior Grade 888a local code) SUCRASEAL M 0.5 or ..'00: SES Foam 0.5 Ib Spray 888e Footer` 6"Min Vapor Barrier 'Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOA 0.5 LB0. CRAWLSPACE:UNVENTED SES 05-5 062914 UCRASSES FOAM 0.5 LB SPRAY ESR-3375 Most Ifdely Accepted and Trusted Page 11 of 11 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. TIAo°o SUCRASEAL 0.5 or ° ° o%°° °400 SES Foam 0.5 Ib Spray °°° °°O° °O°O °°°° °°°° O°O° °° °° a° Roof Sheathing 000 °°° °o° Truss Top Cord ° / ° °° Rafter ° °°° O°°° °°D n nnnnn o° n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder in cold climate zones. -rA here attic entry is for the Ceiling I Thermal Barrier service of utilities only,thermal as required by local building code. and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOA 0.5 L 5 UNVENTED ATTIC I INSULATED ROOF DECK SES 05-6 062914 UCRASSES FOAM 0.5 LB SPRAY SUCRASEALTM 0.5 or O O O O SES Foam 0.5 Ib Spray O O O O O O O to specified thickness. O O O O O O O 00 O Roof SheathingO O 0 O o O O 0 O O O Rafter 0 0 0 0 Thermal Barrier as 0 required by code. Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOA 0.5 LB CATHEDRAL CEILING SES 05-7 062914 SES FOAM 0.5 LB SPRAY F yr .r ivr. tavr r ."0 FLORIDA PRODUCT APPROVAL Gulfc&Nt SUPPLY & MANUFACTURING TM LOK .,a.. • • • PANEL OVER PLYWOOD . '� FLORIDA PRODUC Thi Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 24 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.9 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 PN%EL S, Newberry, FL 32669 �•'��CENs�'�.�;•; No. 75519 Engineer Evaluator: Dan Kuhn, P.E. #75519 �'. STATE OF Florida Evaluation ANE ID: 10743 : XN•. .1 .•�; ""'T/OA/AL ENG `'` Validator: �2o/Os/2o2 Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC .I1200 CLINT MOORE • BOCA RATON, • #30464 Gulfc&gt SUPPLY & MANUFACTURING LOK 24 GA. GUI IDE ROOF PANEL OVER • • Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Design Pressures Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf Sealant No No Yes No *Design Pressure includes a Safety Factor=2.0. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT REPORT ENGINEERING,KUHN Gulfc&gt SUPPLY & MANUFACTURING • . - • • • . . e • • � PRODU PP NO. 11651.9 R Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0089T-05 Dated 06/2005 2. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-0301 T-10A-C, Dated 07/26/2013 3. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/12/2012 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT ENGINEERING,KUHN FLORIDA . . APPROVAL G61ICoz s SUPPLY & MANUFACTURING 1 GUL FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT REPORT ENGINEER'S G64ICozi*st „_ SUPPLY & MANUFACTURING TM J LOK OV Id"32" PLYWOOD FLORIDA PRODUCT APPROVAL- N1' . 1165 . ENGINEER LOAD TABLE: 24 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A I ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 3 (1)#10-12x1" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B,�ASSEyMBLY B. ASSEMBLY C _YPLY,WOOD... , 1.)PANEL DESCRIPTION:GULFLOKTM, MIN. 24 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A, '/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:81.75 PSF AT 10'/4" O.C.ASSEMBLY A,96.75 PSF AT 5'/e"O.C. ASSEMBLY B, -121.75 PSF AT 5'/a"O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 5'/e"O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.)PLYWOOD DECKING: MIN. "/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. /rZONE 2 HIP ROOF ZONE la Note:Dimension(a)is defined as 10%of the minimum width of the building or 40%of the mean height of the roof,whichever is smaller, however,(a)cannot be �+ a less than either 4%of the minimum width of the building or 3 feet. \"j BRIDGE ASSEMBLY A/B f"— 16"COVERAGE —Tt=—ZONE 1 (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE SAVE ZONE 2 a ASSEMBLY C j GABLE ROOF j' 1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT i BRIDGE (1)#10-12X 1'TYPE A PANCAKE A / SPACING:SEE UPLIFT TABLE y— ---- ------——————————— a a ASSEMBLY D W/CLIP ZONE 1 �(1)#10-12 �XV " LEPANCAKE �� I � ZONE 3 `EAVE SPACING:SEE UPLIFT TABLE FL#11651.9 R3•OCTOBER 5 2017 PRODUCT EVALUATION REPORT ENGINEERING,KUHN