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264 Ocean Blvd new home permit - CITY OF ATLANTIC BEACH - S� 800 SEMINOLE ROAD T r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 6/17/2018 Permit#: RES17-0292 Site Address: 264 OCEAN BLVD Review Status: denid RE#: 170199 0040 Applicant: ANDY REYNOLDS HOMES INC Property Owner:Andy Reynolds Homes Inc. Email: Email:jreynolds@arhomesjax.com Phone: 9042681102 Phone: 9042681102 9045688686 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Alteration of engineered trusses required the approval of the EOR, Michael Holder,as well as the truss manufacturer.You may retrieve the truss repair drawings from the Building Department and have Mr. Holder sign and seal 2 copies.I missed this on an earlier truss repair/alteration. If possible have Mr. Holder sign and seal 2 copies of those repair/alterations too. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@/coab.us EIna i 1-ed Review Cam►r‘)/►A-js 6 17-201 1' � Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left TT© E l V E s �,,� 1 2018 -- CITY OF ATLANTIC BEACH J y-�ri� �;3 >%' 800 Seminole Road s Atlantic Beach, Florida 32233 o REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 44\1\ s( Revision to Issued Permit Corrections to Comments Permit# . >1 :1"--°2-9 2— 6016111 Project Address ��I OCeed CI �',:�� �� �'1 1 C , rft- Contractor/ContactName 14-y491 ey'rol)5 I-] 's /f' C. Phone °PIA 02 Email j re IrlidAe a ue 6X Description of Proposed Revision /Corrections: Permit Fee Due $ k e wt JUN i << 2018 Aor Additional Increase in Buil ing Value $ Additional S.F. Z2By signi :below, I /` I t ✓►�t S affirm the Revision is inclusive of the proposed changes. (printed nam ) 1.11 )411 ) Signator= s Co trac or/Agent(Contractor must sign if increase ih valuation) Date (Office Use Only) Approved Denied AZ Not Applicable to Department Revision/Plan Review Comments 6-0/t rteu[1' /o S/a k- p -/AA /,- cS' 171 . J I o lo"` (eefa/Yep/ g i l¢or,01. Department Review Required: Building m Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities 6-17 -c20/ I Public Safety Date Fire Services Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek` RE: J170606-1 -Andy Reynolds-Ocean Blvd Spec/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Andy Reynolds Hms Project Name: Ocean Blvd Spec Model: Lot/Block: Subdivision: Address: 264 Ocean Blvd City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T14123344 ,DO2 5/23/18 ; %mim i The truss d USA, nca under my direct supervisions) pbased on theove have been prepared MiTek ``N%OOPS,q..446)'1„ provided by Manning Building Supplies. parameters :�`� , �� E Ng�.;9ij��� Truss Design Engineer's Name: Albani, Thomas No 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 S5 STATE OF :14/:: that that the engineer named is licensed in the jurisdiction(s)identified and that the . 0'. designs comply with ANSIrrPI 1. These designs are based upon parameters +��T�.'P4 O R ,O‘1".••• � ,� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were e, . ,,,. • c,•,• fleen to MiTek.reference purposeponly,anect d was not ecific ot taken into n account inuded is or the iTek's preparation of customers '�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.Alban)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: May 23,2018 Albani,Thomas 1 of 1 ----I.- Job • Truss Truss Type Qty Ply Reynolds•ocean Blvd Spec/JK I 114123344 J170606-1 002 COMMON ---- --- 13 1 I____.__ ____ ob Reference(optional) __-___ -_-___.JG 1UNIT Manning Building Supplies,Jacksonville,FL 8.130 a Mar 11 2018 MiTek Industries.Inc.Wed May 23 11:03:10 2018 Page 1 ID:gkARLg?QmA3Kgg3Fyni?8yyb4A8-neAr1 sQVpglvzgmOMRR310z?SIA_shiCVrobXlzDt3F 1-4� 78-0---- _ -- 15-4-0 _. ..- ----- -_ i 16-8-8 -1� i_ 7-8-0 7.8-0 1-4-8 REPAIR:MODIFY THE BOTTOM CHORD PROFILE AS SHOWN. Scale=1:40.4 r-- ' INSTALL 2 X 4 SP NO.2 MEMBERS CUT TO FIT TIGHT. ATTACH 1/2'PLYWOOD OR OSB GUSSETS(15132'RATED SHEATHING 32/16 EXP 1)TO EACH FACE OF TRUSS WITH 3 ROWS OF(0.131'X 2.5') NAILS SPACED 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER • • SPACING FROM FRONT TO BACK FACE FOR A NET T O.C.SPACING IN EACH COVERED TRUSS MEMBER. USE T MEMBER END DISTANCE. LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. 4x4 =- 3 3 8.0071Nossi 200i 200 14 11 8x6 = 6x8 = 30'(h)x 48'(w) 2 2-0-0 --s 4 t.� 5.00 12 ►� Q. 6 10 2x4 II 2x4 II I --- 7-8-0 ---- +--- - 15.4-0 --- I Plate Offsets Val- [2:0-2-1-0.0-1-14] P:0,2410-2-21,[4:0-2-16,02.1741 LOADING (psf) SPACING- 2-0-0 1 CSI. 1 DEFL. in (hoc) I/def) Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 8 >999 240 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 , Vert(TL) -0.23 8 >793 180 BCLL 0.0 • Rep Stress Incr YES WB 0.151 Horz(TL) 0.21 6 n/a Na BCDL 10.0 ! Code FBC2014/TPI2007 Matrix-MSH Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, [PS) 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) 10=643/0-5-0,6=643/0-5-0 Max Harz 10=214(LC 11) Max Uplift 10=-286(LC 12),6=-286(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=1023/235,11-12=986/251,3-12=-984/267,3-13=-982/284,13-14=-9851267, 4-14=-1023/252,2-10=-883/364,4.6=-862/389 BOT CHORD 9-10=-250/552,8-9=64/877,7-8=-61/871,6-7=-205/571 WEBS 3-8=-33/720,2-9=0/498.4-7=0/584 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;save=4ft; Cat.II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-8 to 1-6-8,Interior(1)1-6-8 to 7-8-0,Exterior(2) 7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)10,6 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 286 lb uplift at joint 10 and 286 lb uplift Thomas A.Alberni PE No.39360 at joint 6. MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: May 23,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.1503/2015 BEFORE USE. I �• Design valid for use only with MiTektb connectors.This design l based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall •I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIITP11 Qualify Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 1 co! H "1C 'vH r-M X -im3 8 F,, 1 i Mil 1 A m D O 0 -1 _ m =min � a C) � " ' O N c� o� �? d _K� m n �� Z ° Vi! mfl c rn � •� � c < ( '^m Z o �.v° a° (n yFym N mC , fl- O 1° •N3 - • �' 0°-3 .N •'<aom'o <-0 7o-m ( nv, scr n n- CS0)ia_ 0o c =o m � � m � O —,m,O n-- O m O m o o O m m N d n c 3 m a) m N cD Q N oc 7 m XI- N ,a, v Wa= ? cr O Q.3 O al 7m7 co d a7 CD NaD m Z Nmpm� �� N'�3 � � _ �.� Z maao 3 •N � oD 30• go5'a0 -1 a <5co oaa �2o 5°, o o = m5xa5 > N 7 • Ul 7 O O m r� ON m O y (0 Vl N .- O( •7 n 7 C a7 O O n O 0 (p N (D 7 m 0 O (n O 3 O d N m (n O O_, O C N < ID F .O.m N fn m co (n x' (mil Z •m 7 n O Q ( O co (D O - N S O'6. ..z al 7 a7 O C N O m O (p (n C o C .Q 7 (n'a7 a) 0 CD X 0 .O-. p l C 7 O�O_ m C •< _ J O c0 O CO N O co '' 0 `G I� 3 m. co m c '- -I mm n v z_ =Ao TOP CHORD =i o � 3 uC X07 n A 30 mOz o' Q N W O W X r-C- (C (n- 0 (D c N c7 V) C A cn 'T1 O D o D- rna mo RC1 wD ��A CD P 8 m ill (`"n -, (mnm amzmmm 0 m n373 ?'. O mAzX m7 � w� m Amcm r E2 ca N N D N D N> v 1 v,2.7 I , I 3 K .63• o m m (1),-, �m ° m D< �oN -' =o. • Q 1111 LA �c D D z z 3 03 inowil -4 om0 a3 V� Dp m m im m cH cpCm . ® w d J o = H z �nm t m� r0 -4 Ui > ® A CD C" (0 o m TOP CHORD • a - —1 0:). 1 N - .� .a - O (0 C , 0) (n A CO !v - N o P (0 W > O -! 01 A W N W >0 m..A -om m w D o o 9, o 4,,„; Q' T 2,:,:z! m Fp;,-) y o "o a o 05--m 5 d o al 2 3 L. n c ci a C N J a T �.3,o o J m -n 2.. g- n 0 3 g3 o' d m m m. d " o)0 5 ''"Ii 5< " o N -` cn-. o o m J o .n d Q F w -m J O d o 3 o: c 3 J o (Q (D '—U" 5cd J m3 a 0s. O ~'( 5,a aD C (t.—.. 'N p Er: 'X o 5 lO N dry d Q J� oo ry n g�'� I. 0 . 0 O —. 0 ,,13.; to e, J o 2,' o °'' d 3'; '( o J C 3g-' o (2•'37i . 3 m 3 `^ O YTT/ p3 'I'''-° m yo a Jm n m a do " a 3m• n o0 oy 2 -. x(30 30 g m f;I .- w a aci n3 a•Q. -D O ,V E.m o o m S: < ,(o '- 3 O.^ a v a o a..O, a,� o.m `°cam O7 a' o m a m 5(n m a (D 0 Q d 30 o dm a. '2'2 �.c EN 1 m c g. amt .o mo a)-2' d` a m �c ? 3.oa o`0 -a 2 a (gyp /'''�� CD - 3 O a d m N . j N N a 0 O 9 d 0%a C a s d a O N a J o 104 (p z C 2 7 a d a(aV N J O l l d.c 70 0. mm3 c IN 3 mm ?m mo 9=t-o3i nmo mH NN f£. DGo ' Nom do nCnc m ° O CO N O a ' N S - a 2] 0 0 0 z O' O (' J Q Z d C d - H N a »I o K - — 3 <N O D Q N a Q N O a J J d d C N a C N O < J d a m C Q J F 3 3 N' 3 n v ". a o O a <-`n' v'D Z F la ' = -' y In o y a n N C d d d J 0 C)• C O 0-' co J Q n -d d (D J -1 a `, V 0 v J (D V d D o N 10 C J d Nii. (D d. N N N >. Q ''(D N d 1 a F D a J N `^ C _ ,N — J d a J 3 j N O d J (° '�`< d d O o (° »J -d s a W a Ev 'no Fp. m Q �_, vN do- sa vy a- g» -o o.a o � a 2 % y,n 3 —++ CD cr) m voi x . g Q o m �'m n a 2-2.. J n = a a 41 c' "D �' go J o m n J o m s 3 d v a n'o N a N„• a O N a 51,2 N a J O d a J N m co Q (° cD O (n - 2 O N _ J(D N - N F Q N a� O C O 3 N Z O ♦V N • Nom mill Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek L, RE: J170606-1 -Andy Reynolds- Ocean Blvd Spec/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Andy Reynolds Hms Project Name: Ocean Blvd Spec Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: 264 Ocean Blvd City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. iSeal# Truss Name I Date 11 1T14123344 1D02 15/23/18 1 ��t,n�r�u�, The truss drawing(s)referenced above have been prepared by MiTek ���•�`PSA q 1�,,� USA,Inc. under mydirect supervision based on theparameters .� 07. 'e, P ���..,\,\C E�,;:•....."..??,/, ,1 ,, provided by Manning Building Supplies. Truss Design Engineer's Name: Albani, ThomasNo 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 S TATE O F :. that the engineer named is licensed in the jurisdiction(s)identified and that the :O'.. designs comply withANSI/TPI 1. These designs are based upon parameters �, T •.'c� P.'���: shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,i��tS O R �c:11417 • `�� given to MiTek. Any project specific information included is for MiTek's customers �'�i SAO N Al_ ���` file reference purpose only,and was not taken into account in the preparation of , ' N l A At to' 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.Alban)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: May 23,2018 Albani,Thomas 1 of 1 Job a Truss Truss Type Qty Ply Andy Reynolds•Ocean Blvd SpeclJK i ' 714123344 J170606-1 D02 COMMON 13 1 Uob Reference_optionalJG 1UNIT Manning Building Supplies,Jacksonville.FL 8.130 a Mar 11 2018 MiTek Industries.Inc.Wed May 23 11:03:10 2018 Page t m ID:gkARLg?OA3Kgg3Fyni?8yyb4A8-neArt sQVpgivzgmOMRR31Oz?SIA_shiCVrobXlz?f3F F 1-4-8-I 7-8-0 - - 7-8-0 1-4-8 REPAIR:MODIFY THE BOTTOM CHORD PROFILE AS SHOWN. Scale=1:40.4 • INSTALL 2 X 4 SP NO.2 MEMBERS CUT TO FIT TIGHT. ATTACH 1/2-PLYWOOD OR OSB GUSSETS(15132"RATED SHEATHING 32/16 EXP 1)TO EACH FACE OF TRUSS WITH 3 ROWS OF(0.131'X 2.5") NAILS SPACED 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER ' ' SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER. USE 2'MEMBER END DISTANCE. LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. 4x4- 3 PII 8.00 oiliFl 0111%skiiii 77 rb . - 2.0-0 I-- 2-0-0 --s 14 1� 6x6 = 8x6 = 30'(h)x 48'(w) B114 2 2-0-0 > II`..14.00010..4.J5P--c70 7 141.441IN1'4' Ibrit 5frit .00 12 ia, Cot6 10 2x4 II 2x4 II I - 7-8-0 15.4-0 i 74.0 ] -_ ---- Plate Offsets(X.Y)- [2:0-2-10.0-1-14],.]_3;0-2-0.0-2-21,(4:0-240.0-1-14_ --- ------ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.23 8 >793 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.21 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:68 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, [PS] 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) 10=643/05-0,6=643/0-5-0 Max Horz 10=214(LC 11) Max Uplift 10=-286(LC 12),6=-286(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1023/235.11-12=-986/251.3-12=-984/267,3-13=-982/284,13-14=-985/267, 4-14=-1023/252,2-10=-883/364,4-6=-862/389 BOT CHORD 9-10=-250/552,8-9=-64/877,7-8=-61/871,6-7=-2051571 WEBS 3-8=-33/720.2-9=0/498,4-7=0/584 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-8 to 1-6-8,Interior(1)1-6-8 to 7-8-0,Exterior(2) 7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)10,6 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 286 lb uplift at joint 10 and 286 lb uplift Thomas A.Albani PE No.39380 at joint 6. MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Bled.Tampa FL 33610 Date: May 23,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE a111-7473 roe.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 budding 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 akvays required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and buss systems,see ANSIITPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. 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