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659 BEACH AVE - TRUSS REVISION J� ': ,, jr',.; CITY OF ATLANTIC BEACH .. i �S1 800 Seminole Road " l',-) G OFFICE COPyAtlantic Beach, Florida 32233 J lr- ? I- r I Telephone(904)247-5800 FAX(904)247-5845 �1-J;t10 REVISION REQUEST SHEET Date: g- 21.- X Received by: Resubmitted: Permit Number: /6%/ice Original Plans Examiner: Project Name: j Aft Project Address: Jr" ; eat ',.L Contractor: , j.1..Magir 4. i 61, .04- Contact Name. Contact Phone : 443 ' - QL Contact e-mail: Revision/Plan Check/Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: E© I v 7? - 5 "CAW, F E B 2 4 2016 Additional Increase in Building Value: $ frAt Additional S.F. j51. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive the propos 1nges. Signature f Contractor/Agent(Contractor mu valuation) Datst sign if increase in valuation �e2-.24-A e Office Use Only Date: 2/ / 1 6 Approved: x Rejected: Notified by Plan Review Co ments: '' // lip rOv-e C� °` S c v Iov; HIC 'To.s S Re lei.r S_ 'no/Flaw j/ s- Sca rt p(ea s-2 r vynV"- 211c11(0 • Department review required Yes No Building Planning &Zoning Tree Administrator Public Works Plans Examiner Public Utilities 2/Z s'J/G Public Safety cri I) - Fire Services Date Created 8/20/15 Rev.2 OFFICE COPY R CHRISTOPHER C. KATHE, INC. Consulting Structural Engineer 420 Osceola Avenue• Jacksonville Beach,Florida 32250 • Phone: (808)217-4707 To: James Dupree Architect Date: February 18, 2016 Suite 206 Re: McGurrin Residence and Pool 200 First Street Job No.: E14-040 Neptune Beach,Florida 32266 Submittal No.: We Are Sending: The Following: Herewith _ Original Tracings _ Shop Drawings _ Letter x Mailed via Priority Mail _ Plans x Structural Sketch _ Report _ Faxed (_Total No. of Pages) _ Specifications _ Addendum _ Disk No. of Copies Description/Action/Remarks 3 sets Structural sketches SKC-5 and SKC-6, dated 02/18/2016, signed and sealed for amending the building permit and construction use. lEOEOVE FEB 242016 L These Are: For Approval _ For Review Returned With Action as Indicated For Your Use x For Amending Building Permit x As Requested By: Christopher C. Kathe Copies To: REVIEWED FOR CODE COMPLIANCE OFFICE COPY CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL - REQUIREMENTS AND CONDITIONS REVIEWED BY: /r2/ _DATE: ,2/ 26116 16 L I O� �� - o �--, _1 r •• 1 2"x10" P.T. SYP NO.2 PLATE Z v' w/ 1/2"0x8" HOT DIPPED w < GALVANIZED ANCHOR BOLT W z o w/ 2"x2"x'/e" PLATE =z o E 3/4" thick x 83/4" wide WASHER ® 24" O.C. Q J_ 1 o HIGH DENSITY FOAM YQ =000 = INSULATION BOARD AT 1—#5 HORIZONTAL Q`r�°� ° INTERIOR AND AT TOP, CENTERED 0 w • I E ado EXTERIOR SURFACES �; AND CONTINUOUS o mZN ( \ IIIIIIV #3 PRE—BENT "C" _0 5 -o � STIRRUPS ® 12" O.C. O� o�� —i 2—#5 HORIZONTAL AT CC o 6" BOTTOM, CONTINUOUS. I 3/ " 71/2" 3/4" ACROSS LINTEL SPAN 0 4 ' 4 AND EXTEND 1'-0" MIN. 3' g" BEYOND FACE OF ROUGH "C" OPENING W #3 C STIRRUP ' L-6 0 Z 1- W LINTEL SPAN UP TO 3'-6" 0 Q I- AT MAIN HOUSE 2nd LEVEL WINDOWS o a NORTH SIDE, SOUTH SIDE, SOUTHEAST CORNER z ° a W > isoSECTION SCALE: 11/2" = 1'-0" 0 m OFFICE COPY z m � 0 v) z J Q REVIEWED FOR CODE COMPLIANCE D < ct 0 CITY OF ATLANTIC BEACH / Ur ii_ SEE PERMITS FOR ADDITIONAL 0 REQUIREMENTS AND CONDITIONS REVIEWED BY: ICI'' DATE: ' S ( L � 1 r(p CHRISTOPHER C.KATHE " FL P.E.36820 ` J c° RD V U C Co) 4 I O _ _ U N �w N I- oo Yw w z 0_ c < O 0 0 D r0 1 2"x10" P.T. SYP NO.2 PLATE Z N w/ 1/2"0x8" HOT DIPPED —w < GALVANIZED ANCHOR BOLT Lij z a a " 3 w/ 2"x2"x1/8" PLATE /4 =z o E thick x 8/4" wide WASHER ® 24" O.C. Q J moo^ ooE HIGH DENSITY FOAM INSULATION BOARD AT 2-#5 HORIZONTAL Y< ucoo 'o INTERIOR AND AT TOP, CONTINUOUS L• < 1 E EXTERIOR SURFACES — — o m z r UMW PAIR OF #3 PRE-BENT "C" W w �w� 2'-0"UEACH END, THEN FIRST" a_z o��U 4" . % Or* ® 8 O.C. AT MIDDLE 2'-3" OH_Z a C) 2-#5 HORIZONTAL AT o 6" BOTTOM, CONTINUOUS. Z 0 3/ " 71/ 2" 3/4" ACROSS LINTEL SPAN 0 4" 4 ' ' AND EXTEND 1'-0" MIN. g" BEYOND FACE OF ROUGH OPENING W #3 "C" STIRRUP 1 L-7 0 Z F- W LINTEL SPAN UP TO 6'-4" Q l- AT MAIN HOUSE 2nd LEVEL WINDOWS — Lam; o o NORTH SIDE � z -I Q W > o = Q �, SECTION SCALE: 1 / " = 1 -0" Q r m D C) z LLJ 0 rn NOTE: CONTRACTOR MAY USE A STANDARD rn z w i 0 CLOSED #3 STIRRUP PROFILE IN LIEU Q Q ® OF THE PAIR OF #3 "C" STIRRUPS. L�/. F "U THE "C" STIRRUPS ALLOW THE FORMWORK D < o AND #5 REINFORCING TO BE INSTALLED, Li FIRST, THEN THE "C" STIRRUPS CAN BE 0 •- ROTATED INTO PLACE AND TIED. / U FL,, 'hIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH ill "a W SEE PERMITS FOR ADDITIONAL CHRISTOPH C.KATHE s=nl IIRFMFNTS ANn CENn1TIQNS FL P.E.36820 REVIEWED BY: NI/71 DATE: 2/Z576 6 OFFICE COPY CHRISTOPHER C. KATHE, INC. Consulting Structural Engineer 420 Osceola Avenue• Jacksonville Beach,Florida 32250 • Phone: (808)217-4707 To: James Dupree Architect Date: February 18, 2016 Suite 206 Re: McGurrin Residence and Pool 200 First Street Job No.: E14-040 Neptune Beach,Florida 32266 Submittal No.: We Are Sending: The Following: Herewith _ Original Tracings x Shop Drawings _ Letter x Priority Mail _ Plans Structural Sketch Report Faxed (_Total No. of Pages) _ Specifications _ Addendum Disk No. of Copies ,Description/Action/Remarks 2 sets Garage preengineered floor truss shop drawings, as prepared by Manning Building supplies, dated'June 18, 2015, "Approved As Noted"on 02/18/2016.. 2 sets Garage preengineered floor truss FF01 Repair shop drawings, as prepared by Manning Building Supplies,dated January 5, 2016, "Approved As Noted"on 02/18/2016. 2 sets Garage preengineered floor truss FF03 Repair shop drawings,as prepared by Manning Building Supplies, dated January 12, 2016, "Approved As Noted"on 02/18/2016.. Jim, Please distribute these shop drawings to Gary Grider. LS .14 • rCov REVIEWED FOR CODE COMPLIANCE FEB 2 4 2016 CITY OF ATLANTIC BEACH _ SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS /, / r REVIEWED BY: t DATE: c /?5//6 These Are: For Approval _ For Review Returned x With Action as Indicated x For Your Use x For Building Permit Submittal x As Requested By: Christopher C. Kathe Copies To: Y 00-40-91 • I Q III 0 Q � W F- s 1 i � - LLmO w W 00-00-, umu a 1 • i , _ r � gi i to N O LL 14 IL nL nonp _ d 'I 4 I�UI mN i `'' i rMi1s v)III e r 1 • k MI......,.. .- ,ell i 4 �� LL 1... oo oo E !f K . _ f S 1 !, Y oo-So-4 aci 3° c6 Z194 .. ..�� ` m.as o 1 S s m tE o c MI EO La l 1 - � m F- • c E 6 H £0-LO-1. -• 4 d U. C.4)8 8 c a� ` 1 U � L°.°75 nC.c CO-L0-1. — C a ~ _ _ o E I C, CO-LO-I. ! ° aci=y2z c c U 43.030 c c Eato-� _ 1 .!Millil i j co a o 0 a N N Eo-Lo-L m �6`Y�N c'o c`O°13 "Ti N Eo-io-1. _ mn - a.. i CND�7 Fy " - Eo-lo-L v-o c m n 0 m EataL 30E m.m o t 5 c NAY \ J £010-1. 3 N 9 it 8 0 6 0 £0Lo- -(E)LOAA C a c c oW Eo-to-� �. �i au)u� LQ < o0c--dyUY 6LSo-1 d mE° - - >.0 oN= mcota�dtna CD O-8 AN D N N C U O`� J J U `., -0� N O ycL—n W V 02 00-00-9 r ; r g � r 000� LL= V N N N N 00-00-9 I O O o -H«eE 30 00-O01a 4f { % Y ; MEM lot Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek6 RE: J140448A- Grider const. / McGurrin -Garage/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: McGurrin -Garage Model: Lot/Block: Subdivision: Address: 659 Beach Ave 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: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 4 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 T7170665 FF01 16/18/015 12 1T7170666 I FF02 16/18/015 1 13 17.7170667 1 FF03 1 6/18/015 1 CHRISTOP` C.KATIE,INC. 14 I T7170668 1 FF04 16/18/015 I Job4 X14 -0' DsteIn '" P7 / . C_?. / - /6 NO EXCEPTIONS TAKEN APPROVED AS NOTED AMEND a RESUBMIT REJECTED-BEE REMARKS Review Is lot general compllsnce wish design concept. OFFICE COPY 1. t 't * noted on transmittal teller. ,tttttt„ The truss drawing(s)referenced above have been prepared by MiTek �`��vIN Industries, Inc. under my direct supervision based on the parameters �`` PQ .......F<„ . provided by Manning Building Supplies. .` � •.��G E N S�.• %• •Truss Design Engineer's Name: Velez, Joaquin No 68182 * My license renewal date for the state of Florida is February 28,2017. = *:• .' — * IMPORTANT NOTE:Truss Engineer's responsibility is solely for ;"53� STATE OF design of individual trusses based upon design parameters shown _p'•, ' '. on referenced truss drawings. Parameters have not been verified ','�'4‘i O R■O P�`--> as appropriate for any use. Any location identification specified is k..)��'� . for file reference only and has not been used in preparing design. ����,,,1„tl►``�� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 18,2015 Velez,Joaquin 1 of 1 Job Truss 7 Truss Type Qty Ply order conic I Mcounln-Osage I JK T7170665 J110448A FF01 Floor 3 1 Job Reference(optional) Manning Building Supplies. Jadkwmlla,FL 7.820 s Apr 30 2015 Wok Industries,In Thu Jun 18 04:19:18 2015 1 ID:GfoAEY1pU7 02UNhdEwHlaz8JUd-m?1y dV28m401W0Xk6U9WhRntjv8ZequFR ZSAXt 1-3-0 9:15A11_1_441_1944 1 1-212 i0.64 11-2-72 ilk6A 1 1-2.5 IQ' Scale•1:37.7 1.5x4 I I 3x3= 1.5x4 I I 3 x 3= 1.5x4 I I 454 = 4x7= 4x4= 3x5= 3x3 I I 3x3= 1.5x4 I I 3 4 1= 3x3 I I 3x5= 3x6 FP= 4x7= 1 2 3 4 365 6 377 8 389 103911 124013 14 1516 17 iirLIIWNIPF/Ak6h hilir441101IVAIMIN 1\- NIV‘il& Aii d 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6= 6x6= 6x8= 3x6 FP= 6x6= 6x8= 3x6 FP= 6x6= 8.8-10 t 2-1f 10-8-10 1 p 12-8-10 15-5-8 21-11-8 8-8.10 1-5-12 1-5-12 2-2-10 6-0.0 Plate Offsets(XY)- (1:Ed96.0-1-8].[17:0-3-0.Edge).(24:Q-3-0.0.0.0].(28:0-3-0.0-0-01 LOADING(psf) SPACING- 1-7-3 1// CSI. DEFL. in (lac) Vdefl Lid-...., ,- PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.55 I Vert(LL) -0.30. 27 >873 480 MT20 244/190 TCDL 20.0 • Lumber DOL 1.00 BC 0.72 Vert(TL) 0.58f 27 >451 360 BCLL 0.0 Rep Stress Inc! NO WB 0.45 Horz(TL) 006 18 n/a n/a BCDL 5.0 / Code FBC2010/TPI2007 (Matrix) I____ Weight 153 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except 15-17:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat), REACTIONS. (lb/size) 18=1128/Mechanical,35=1128/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-358 1117/0,17-18=-1114/0,1-28 1220/0,2-3=-3069/0,3-4=-4546/0,4-36=-4546/0, 5-36=-4546/0,5.64546/0,6-37=-5153/0,7-375153/0,7-8=-5292/0,8.38=-5292/0, 9-38=-5292/0,9-10=5292/0,10-39=-5153/0,11-39=-5153/0,11-1284546/0, 12-40=-4546/0,13-40=-4546/0,13-1484546/0,14-15=-3068/0,15-16=-3068/0, OFFICE COPY 16-17=-1216/0 BOT CHORD 33-34=0/2302,32-33=0/3869,31-32=0/3869,30-31=0/4546,29-30=0/5153,28-29=0/5153, • 27-28=0/5153,26-27=0/5292,25-26=0/5153,24-25=0/5153,23-24=0/5153, 22-2340/4546,21-22=0/3869,20-21 4/3869,19-20=0/2300 WEBS 17-19=0/1583,1-34=0/1588,16-19=-1470/0,2-34=-1468/0,16-20820/1043, 2-33=-21/1040,14-20=-1086/55,3.3381086/55,14-228 392/950,3-318392/949, 6-30=-947/0,6-294/455,7-28=-309/21,7-278180/472,11-238947/0,11-24=0/455, 0101111111,111.I 10-25=-309/21,1a2s=-1eo/a72 ����% %%I N v - ,iii NOTES- �` Op'•\Ci E N S•� �,�i 1)Unbalanced floor live loads have been considered for this design. `� . V F•••• 0 2)All plates are 3x6 MT20 unless otherwise indicated. • 68182 3)Refer to girder(s) •s)for truss to truss connections. . 4)Load case(s)15 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this *• •• N r •* truss. : ' / - 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. j Z. 6)Recommend 2x6 strop backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ! lfm1 •. be attached to walls at their outer ends or restrained by other means. •'• �r/- •F , 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)535 lb up at 6-11-12,135 lb up at i� • II' P • . �, 8-11-12,135 lb up at 10-11-12,and 135 lb up at 12-11-12,and 535 lb up at 14-11-12 on top chord. The design/selection of such 0 •■ s,• ,i \ •.• \``� 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). ,,,,'IS/•I I IAt``,`,``` LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) FL Cert. 6634 Vert:18-35=-8,1-17=-96 , June 18,2015 Continued on page 2 ®WARNING-V•fdy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.02/16/2016 BEFORE USE. Design void for use only with MiTek connectors.This design is based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of Indrviduol web members only.Additional temporary bracing to insure stability during construction a the responsibdlity of the B A(T @k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For V 1 general guidance regarding 1 1 fabrication,quakty control.storage.delivery.erection and bracing.consult ANSI/0.11 Ouaely Creeds,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 l Job Truss Truss Type City Ply Grlder conut I McGurrin-Garage I JK 77170665 J140448A IFF01 Floor 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620•Apr 30 2015 MRek Industries.Inc Thu Jun 1804:19:18 2015 P 2 ID:GfbAEYIpU7 02UNhdEwHlaz8JUd-m?1y_dV28rn4OWWOXk6U9whRntiv8ZequFRUL WZSA)Ct LOAD CASE(S) 15)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-35=-8(F),1-17=-96(F) Concentrated Loads(lb) Vert:36=535 37=135 38=135 39=135 40=535 OFFICE COPY 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.02/162015 BEFORE USE. Design void for use only with MITek connectors.This design is based only upon parameters shown.and Is for an Individual budding component. Applcobility of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabiity during construction is the responsibility of the Mel(erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify Crltaria.058.89 and SCSI Building Component 8904 Parke East Blvd. Safely Information available horn Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempe,FL 33610 r Job Trues / Trues Type I Qty Ply Odder coast/McGuirk%-Garage/JK r/ 17170688 • J140448A FF02 FLOOR 10 1 Job Reference(optional) Manning Building Sumlee. Jedetonville FL 7.820 s Apr 30 2015 MRek industries,inc.Thu Jun 18 04:19:19 2015 Page 1 ID:G1bAEYIpU7 02UNhdEwHlaz8JUd-EBbKCzWgv3DFLgbklq?OSv_xy7Fgl6E2T5e12yz5A)(8 i 1.3.0 1 -11 2.0-0 1111M-1 Sale=1:38.3 3x4 = 4x7= 4x4= 3x4= 3x3= 3x3= 3x3 = 34= 34 FP= 4x4= 4x7 = 1 2 3 4 5 8 7 8 9 10 11 3 i II 1 k"I WA&"N I r/A 1"l'W,r././1 W.%a I I I ra,r/A '1&'\N I I Jr/A 0 .r, 1%I I r4 I 1 r 28 25 24 23 22 21 20 19 18 17 18 15 14 13 12 34 11 4.7= 4x4 = 3x4= 4x7 11 3x8 FP=3x6 11 34 H I 34 I 1 3x6 11 4x7 I I 3x4= 4x4= 407= 3x3 11 1.6.0 4-0-0 8-8.0 9-0-0 12-11.8 1558 1 I 1 17-11-8 20-5-8 21-11-8 } I 1 1 1 1 1-60 2.60 2-6-0 2-0-0 3-11-8 2-8-0 280 2-6-0 1.8.0 Plate Offsets(X.Y1- :Edge.0-1-8).(11:0-3-0.Edge).[18:0- .0-0-0 LOADING(psi) / SPACING- 1-7-3 CSI. DEFL. in (bc) 1/dell lid PLATES GRIP TCLL 40.0 / Plate Grip DOL 1.00 TC 0.59 Vert(LL) 8-19 >866 480• MT20 244/190 TCDL 20.0 1' Lumber DOL 1.00 BC 0.75 Vert(TL) 8-19 >447/360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Hofz(TL) 12 n/a n/a BCDL 5.0 I Code FBC2010/TPI2007 (Matrix) Weight 129 lb FT-20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat)"Except' TOP CHORD Structural wood sheathing directly applied or 5.4.6 oc purlins, except 8-11:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1 D(fla BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(fl REACTIONS. (lb/size) 26=1128/Mechanical,12=1128/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=1127/0,11-12=-1127/0,1-2=-1166/0,2-3=-2932/0,3-4=-4311/0,4-5=-5123/0, 5-6=-5278/0,6.75123/0,7-8=4309/0,8-9=-4309/0,9-10=-2931/0,10-11=1166/0 BOT CHORD 24-25=0/2193,23-24=0/3726,22-23=0/3725,21-22=0/4842,20-21=0/4842,19-20=0/5278, 18-19 /5278,17-18=0/5278,16.17 /4842,15-16=0/3723,14-15=0/3724, 13-14=0/2194 WEBS 11-13=0/1552,1-25=0/1552,10-13=1429/0,2-25=-1429/0,10-14=0/1026,2-24=0/1028, 9-14=-1102/0,3-24=-1104/0,9-16=0/794,3-22=0/794,7-16=722/0,4-22=720/0, 7-17=0/490,4-20=0/489,5-194-295/291,6-18=-296/291,5-20=-584/150,6-17=-584/150 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,`1111 1 1 1 1 11 7 ji 2)Refer to girder(s)for truss to truss connections. `II U IN V F,I,,i 3)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �• Q 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each buss with 3-10d(0.131"X 3")nails. Slrongbacks to `.` OP.•\G ENS•..c.N°i. be attached to walls at their outer ends or restrained by other means. , \. k' 0 • N.268182 r r • — // / • — rte • 1A '¢_ I.*3 �i1"/-' •F :�: R ,',,,5/•11 IP �tto OFFICE COP ( FL Cert. 6634 June 18,2015 A WARNING-Veiny design preretrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rev.02/18/2018 BEFORE USE. Mil Design said for use only v th MITek connectors.This design Is based only upon parameters shown.and is for an individual biAdkp component. Applcabily of design parameters and proper incorporation of component is responslsily of buAdirng designer-not trans designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the rssponsrbity of the Mrr erector.Additional permanent bracing of the ovr din al structure is the responsibity of the bidding designer.For general guidance regarding fobricotion.quotty control.storage.delivery.erection and bracing.corm.* ANSI/1111 Quay Creeds,056.89 and 8031 Mane Component 6904 Paste But Blvd. Safely Irirmaaon available from Trans Plate Institute 781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tempe.FL 33810 Job Truss T7170667 % Tens Type Qty Ply GrWer cant/McElwin-Garage/JK J140448A FF03 Floor 16 1 Job Reference(optional) Manning Bulking Supplies. Jacksonville.Ft 7.620 s 4fr 30 2015 MfTsk Industries,Inc Thu Jun 18 04:19:20 2015 Page 1 ID:Gfl1AEYIpU7 02UNhdEwHlaz8JtJd-iN8iPJXIgNL6ygAw5XWd76W7uWYp1b9B6NJaPz5AXr I 13.0 1 I 2.0-8 Seale:1/2'=1' 6.9-0 3x8= 2 3 4 5 6 7 • - - • q \ / N.— , _ / , _ e • • • X • • Ni 14 13 12 11 10 9 a 4x4= 3x6= 4x4= 1.5.0 1 4-0-0 i 1038 l 12-9-8 I 14-3-8 160 &8-0 638 2-0-0 1-6-0 Plate Offsets(X.Y)- 17:0-3-0.Edael LOADING(psi) 7 SPACING- 1-7-3 1 CSI. DEFL In (bc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.15 12-13 >999 480 MT20 244/190 TCDL 20.0 ( Lumber DOL 1.00 BC 0.96 Vert(TL) -0.25 12-13 >672 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Honz(TL) 0.04 8 rVa n/a BCDL 5.0 / Code FBC2010/TPI2007 (Matrix) Weight 78 lb FT=20%F.1196E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) / / end verticals. WEBS 2x4 SP No.2(flat) v/ BOT CHORD Rigid cell nil dfractly applied or 10-0-0 oc bracing, Except 2-2-0 oc bracing:11-12,10.11. REACTIONS. (lb/size) 15=730/Mechanical,8=730/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-723/0,7-8=-727/0.1-2=-708/0.2-3=-1680/0,3-4=-2072/0,4-5=2072/0,5-0=1674/0,6-7=-709/0 BOT CHORD 13-14=0/1342,12-13=0/1977,11-12=0/2072,10-11=0/2072.9-10=0/1331 WEBS 7-9=0/944,1-14=0/943,6-9=-865/0,2-14=481/0,6-104/484,2-13=0/470,5-10=-603/0,3-13=-413/0,3-12=-48/344 NOTES- 1)Unbalanced floor live loads have been considered for this de sign. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `tttittlh itii, %0 ix 001N VF iii e ` %'OP%G E NS F,�'. N. 68182 / Ili' c, .i jr/., rr F : 4 : .;0% <v. . OFFICE COPY FL Cert. 6634 June 18,2015 • • 0 WARNING-Shay design perennMs end READ NOTES ON MS MID INCLUDED IJTEK RERRANCE PAGEYN-7473 rev.CV!10011(SENORS USE Design void for use only with MITsk comectaa.This design is based only upon parameters shown.and is for an Indvidud tx#g component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not trus designer.Bracing shown is for lateral support of individual web members only.Additional temporary Wooing to Insure stability during construction Is the responsbiity of the Ng rm erector.Additional peanent bracing of the overal structure is the responsibility of the building designer.For general guidance reporting fabrication.quolty control.storage.delivery.erection and bracing.consult ANSI/TM1 Qu•wy Crlsda.DS6-S9 and SCSI Suiting Component 6904 Perks East Blvd. Sanely IYermallon available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tangs.Fl.33610 Job •Truss lTruas Type Qty Ply I Grldsr coat I McOurrin-Garage/JK T7170688 •J140448A FF04 ,Floor 4 1 I IJob Reference(optional) Manning Building Supplies. Jacksonvilb,FL 7.820 s Al)30 2015 MTek Industries.Inc.Thu Jun 18 04:19:20 2015 P 1 ID:GfbAEYIpU7 02UNhdEwHlaz8JUd-i N8IPJXIgNL6ygAwsXWd 96WDaWlwlezBilNJaPz5AXr I 1-3.0 i I 1-10.3 1 3x6= Scale=1:11.0 1 3x6= 21.554 I I 3 1.504 I I 4 • • Z—T— 7 _ li 8 7 6 5 3x3= 3x3 I I i 3x3 I I I 3 73 3la �0 I 1--0 I LOADING(psi) / SPACING- 1-7-3 CSI. DEFL in (loc) i/defl Ud PLATES GRIP TCLL 40.0 / Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:30 lb FT r•20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puriins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP Np2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) V8=252/Mechanical,5=252/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=0/307,1-7=0/307 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)''Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .%%%111111111,7' .'�` QU I N !F '% • N. 68182 • • yt , .>fT — . Fa' / ; - r.-t2,.. ifia :cc:, OFFICE COPY ,��'0„ s •I, 1A`s• G.. /1111 I1►►► • FL Cert. 6634 June 18,2015 ■ A WARNING-Verify design pararee era and READ NOTES ON THIS AND INCLUDED MITER REFFRANCE PAGE Mg-7473 rev.O2/I6/2015 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters oriel proper incorporation of component is responsibsTty of budding designer-not truss designer.Bracing shaven is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MRek- erector.Addtiorsol permanent bracing of the overal structu al re S the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and brocing.consult ANSI/TPD Dually criteria,DS5.89 and ICS!BuWksg Component 8804 Parke East Blvd. Safety Information available from Inns Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Temps,FL 33610 nN D Z g a w v . �, y i m T a cn ,II. NI, ii _W D 0N �c � Zo D ? > o O• °Q 0 O _J a QQ0.(p zmO � a z Z N m7 � n n(0 0 v,OQ 3J �— j =0 QJ 0 2D ° n0 ! (p -0 -n o•_ QD�O (� D m n�J c c a �c -< a r J' Of D aN 01] �i+. Q_ QO JP 1'0 Z ago0 ° g24.' 3 °-On of ('pn O m _am c ° c ..., A a- a7 p 0Oa ° n moo ° � c -° n mo �N 'D < m8 < (D (. x c� N ,„ m • ao� aaco m J ma y3 a ° n Q o QN o o Q0 Om Q(Q0 (D p7(pO p P-4)' �Q 3- (1) Q - O.O c P = (Da,� m.Q m o n (o o = ao 3•cO=Nw0n J (Dpn Q O �� Z Q (DJ N Qna • 0 7 aO (Da0 Z � � QOa� NO � o 1‘ 03 aaao ' �o� 3 °-. aQ��-'• v), 0 ( mn.-,Q amJ ' Qn.o- () Q-p7 D Op WowCD0, O 0° `5E - f 0 ' Q 3m � 0( c -'�Q � o IIIJ (D J al. 7m O � a 00 ° � mQ� a-o _3 0J 0 a =K m J Q -0 1^ C c J x co cm Oc56Q O CS •,-,--N C `G J - Q N o J • C 7 a m vi mN Z p m TOP CHORD A n A = 'C . A n 0 3 o O z (p ® - iif m Z N A n H .OD D ti i0 m Z =m P ti V UL N c!"4. O N m w V"y (^ D O m J xi A m y O A a •M i' wNo Oo i z3 (� a) =ow•a -0 0 Vg -+A O"m O m - O� 7 �?m p j •D ° al w r ® ° w• m 70 4 =p 3 LINT N N H � ° 5 A OFFICE COPY n 0 N a TOP CHORD O OD V P to A W N T 110:10' O �O 022 V P (r A W N • O Q Q DO .n'0A V aN N 00 C) 2P = 7v n 3n „c,C 7C 0 00-0 n 0av '^ z Q3 f-, an ' za 77a J .o0 0 0 -6'6' a c ab ° ° a' .k aa„ n�° w Ho oco OQa2 v,r. oo.< .4.<a o a J oa n° 3 3-03 m -fi a ° n o-co<- nm n'< a c° °-' 3 a3 ylQ n ° - 0o N 0 n =+7 0- .Q(G Cr 0 t1 --.•:_,,<,Y.. 7 v1' 7j O0 a 3 7'7 a 5 m -Q ° o 7 0 5o(9- o < '" 3 a cs m Z m a o o <_ N° a a s a 3 a • 2 0 ° 7 (O v_ �n n - c°o m' ° a ° x ° ='C� j (D a °-y 7 - -a aryc am p-�' a3 0a0 Q -<DO n 0• Nn o0 (D O p c n.R-0 (fl 2 a O a O O 4 3 ci. O,^ <'0 a R n a 7 c 3 `-- 3 a O (aD O a�� i- T V, c3 �_.o uo' Q OR 7 ma o_c '" a `°m mom „. ma, ago __ and °a a-n3 xi-1 O O O (D -Q3 a-0 a JO - N O co,.Z y (pal 3 0 Q-' — aO < a o 7 a a' -2 Q 3'O .27 Q7 as (Oaa 0 ry0 0 0 0n 7�c„ Q n0 9,.3^ U20 (0 (a. 7 (°� a0 c - �.�. 2. ao 7 72 c 0 Q a7 7 a a j(01 n Z ( 0 th N.c a 0 (7 a O O 0 0 O c n a 7 a n(0 'o 7 Q C` th 7 02, (9" n 7 2 O 0 a c 7 0 6() a 0 a Q (D. >• Q � 3-. Q a O' a s 9 0 N I.-g--e c^ Rya o a J N a am o 0 3„o-E'o a° o a s 0- c,5 - alp 2 a ro t R <a -.n O n/� o 0 N N a 0 ,Z N O 2N 0 O 0 7 O=. 6 7 n (� a-,.$ N a 7 a 0 a 0 7 0 Ca o n ma "T O c m 0 °-m' 0 0' ()(?).8 m a 3 a= <o a = Boa �c o `°m a° ° Q O (3 2<0, f ,,o- ( 3 a a°- °a oa 59 (7) °r7 o zm 1,' `,17-1. f.a zQ °- o = • ° ° a8o'm oR C Q O (D 2Q o c? '^ N m c Q O 22 0 to a O• •'7^ 9.45 O N S c ('-"'a 2 20 o 20 =a o 0 a ,'<„ 3 2 Q �w O f' 3 3 3 - 7 o n 3 G)a <7 fl n n-- °- .QO 7 a <'(To- m 2 y• n 00 00 Q R <D n 'O 0' c0 ja a,7, Qp N0 v0 0 -7'^. a 0 Q z _,o N Q /1 n (0 o n n 'O 0 o(O - °7 0 -.a a o 3 n 7 0 J 7 a 0 0 0 0 7 S.N `G ij o 'O 213 0 ( N 7 a 0 O 6-. a o 0 (D a s 0 m a £ a (D C �•!\ a n .9, 6 5Q 7-a 3 7 °_ .J �� a 0 n O a 7 -� as N o co a a a u Q - as .°° (oa 20 •O ? 7 D6 j° Nn 3 (D n 2nd o WI° °<_ ~m N3 °j a0 o o RO c^ a m' m o �"/'* Q f QI m 0 J n a 0 3 a DO a a =' a Q Q 3 Na 0 1 i;N oO (o O (D Z -� o �0 3 <�SR 7-m a 3 G a N 1 NEM mit 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: J140448A- Grider const. /McGurrin - Garage/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: McGurrin -Garage Model: Lot/Block: Subdivision: Address: 659 Beach Ave 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: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 ps This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed t this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- .003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# j ss Name Date 1 _17836605 !FF01 1/5/016 , ^ O E ' E o Reviewed o Rejected / AApproved as Noted FEB 2 4 2016 o Revise and Resubmit o Submit Specific Item This review is for general compliance with the design concept • +- n e ontract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and satisfactory manner. flatP- fl7/1 R/7f11 R Rv- C'.hristnnher KathP The truss drawing(s)referenced above have been prepared by MiTek ���•I�p,S A ,44„,,,,, �'t Industries, Inc. under my direct supervision based on the parameters ��� dt �, provided by Manning Building Supplies. �.�•.\,�GENS�.;9'L��� Truss Design Engineer's Name: Albani, Thomas `• . '• ' ,'0 My license renewal date for the state of Florida is February 28,2017. _ �i' ▪ -- : _ o_ IMPORTANT NOTE:Truss Engineer's responsibility is solely for :.:."53.•• STATE OF : I design of individual trusses based upon design parameters shown .0,�•••,c P .• kv on referenced truss drawings. Parameters have not been verified '',' (`S;• O A t c) -.-** •'�\`.` as appropriate for any use. Any location identification specified is '�.,S�ON A���.�`� for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the Thomas A.Albanl PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FLCert 6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: January 5,2016 Albani,Thomas 1 of 1 h j •ob Truss Truss Type Qty Ply Ora oat/McOu ti•Gangs I.8( Units:1 17838805 J140448A FF01 n s Floor 3 1 Erg:HMC Job Reference(optional)Manning Building Supplies.Jacksonville,Fl. 7.840 s Nov 10 2015 MRak Irndushfes,Inc.Mon Jan 04 18:42:20 2018 P .1 ID:GfbAEYIpU7 02UNhdEWHlaz8JUd-S IcauE2_3Z�4/XtS�V�1LM9CaZI2v8RVENBFu6Wmde91ryhd1 1 1-3-0 j 11 1-2.8 1 1 1-2-12 1�1 1-2-4 104: 111 1-24 1rt 3/4" PLYVVOOD AT THREE (3) Scale=1:38.4 I 21-11-0 LOCATIONS I=wi+u olnC r 1-548 1- �':- — •—• - — 84-0 1.5x4 I I •,< = 1.5x4 I I 4x4 = 4x7 = 4x4= 3x5 = I I 3x3= 3x3 II 3x5= 3x6 FP= 407= 1 2 3 / ' 103911 12 4013 14 1518 17 GM G nom II`SQL—.—�r/��IAgS � Al 41.i%;. I. 1111—.I,uv_.-4_.�, u a 35 34 3 FP r 3 138) M _1312 7 28 25 24 23 22 21 20 19 18 8x8= 8x8 = 2 �, 3x8 FP 8x8 808 I I = I 21-110-0 1 8-8-14 0 84 104-14- 2 0 8 d 12-8-8 1-5-4 13-2-1p 0 8-44 2.2 0 I 21-114 1 8-8-14 JRepair.Need to remove section of truss shown dashed• fit tight. -Lumber and connector plates(shown dashed)to be cut cleanly (+)Install 2x4 SP No.2(flat)member(s),cut to and accurately ("")-Attach 3/4'plywood or OSB gusset(23/32'Rated Sheathing 48/24 Exp 1) and the remaining plate(s)must be fully embedded and undisturbed. to EACH side of truss with construct ion quality adhesive and one row of(0.131"x 2.5")nails spaced 2'o.c.from each face. Plate Offsets(X.YI- :Edoe.0.1-81.117:03-0.Edgel.124:0-3-0.0-0-01.128:0.3.0.0-0-01 LOADING ( SPACING- 1-7-3 CSI. DEFL. In (hoc) Vdef L/d PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.55 Vert(LL) -0.30 27 >878 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.57 27 >453 BCLL 0.0 Rep Stress Ina NO WB 0.45 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code FBC2010ITPI2007 (Matrix) Weight 153 lb FT=20%F,119E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(tlat)*Except' TOP CHORD Structural wood sheathing directly applied or 5.10-12 oc purlins, 15-17:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1 D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat Si REACTIONS. (lb/size) 18=1126/Mechanical,35=1126/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-35=-1115/0,17-18=-1112/0,1-2=-1217/0,2-3=-3062/0,3.4=-4534/0,4-36=-4534/0. 0111111/I/� ‘11111111/g1 9-38=-5272/0,9- 79-1100 -5272/0,110--39=-51335/0,11-39-513510 1i 122=-45344/0. 72/0;`%�0Pg A. q4 i,,,� ,0s(1. A• III p6 , %-_)„,•,,,• 12.4 534/0,13-40=-4534/0,13-14=-4534/0,14-15=-3061/0,15-16=-3061/0, ..∎ .•\C E N S•. 14/.,,,� , 0s(1 NG E N S+••.�/L'•� 16-17=-1214/0 ` '� • \. k' '• . . V '•• ' •••• BOT CHORD 33-34=0/2297,32-33=0/3860,31-32=0/3860,30-31=0/4534,29-30=0/5136,280/5136, • • % No 39380 •: i 27-28=0/5136,26.27=0/5272,25-26=0/5135,2425=0/5135,23-24=0/5135,21'.23=0(0534,No 39380 •: i 21-22=0/3859,20-21=0/3859,19-20=012295 - '* ~' WEBS 17-19=0/1580,1-34=0/1584,16-19=-1467/0,2-34=-1465/0,16-20=-24/1040, - 2-33=-25/1037,14-20=-1083/56,3-331083/56,14-22=-392/946,3-31=-392 ____----t- . s -='p 630=-943/0,6.29=0/453,7-28=-306/22,7-27=-183/467,11-23941/0,11-240/ �1/ ■ • • 10-25=-309/26,10-26=-181/469 .. g~ �i -�� .441 •••• ` 1 •e. • 5 ,� ;� 0%, 0 , S � s,1,18�0 N Al.A E o•‘% N • 11111 OFFICE COPT Mruu Reis MIUSSA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa R.33610 6931 Parke East Blvd.Tampa R.33610 Date: Date: January 5,2016 .�-- -^ • ' A WARNING-WrMy dselan pomanders and READ NOTES ON MS AND INCLUDED MITEK WETLAND!PAGE 51.7473 rev.10032018 WORE USE. D MN esign void for use only with Mielc®connectors.Ibis design is based only upon parameters shown,and B for on Indvid al building component.not o puss system.Before use.the building designer must verity the applcabaty of design parameters and property incorporate this design into the overall MRek• building design.Bracing indicated is to prevent buckling of individual Buss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal iniu y and property damage.For general guidance regarding the 6904 Puke East Blvd. fabrication.storage.delvery.erection and bracing of trusses and truss systems.see ANSI/I11 Quality Gisela.DWI,and SCSI Wilde Component 64 Tempe,It E st0 Solely Irdorrnaaon available from Tens Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Job Truss Truss Type CAY Ply Gnder const McGurrin.Garage l JK T7838805 J140448A FF01 Floor 3 t Job Reference(optional) Manning Building Suppees,Jacksonville.FL 7.840 s Nov 10 2015 Wok Industries,Inc.Mon Jan 04 18:42:20 2018 Pepe 2 ID:GIbAEYIpU7 02UNhdEWHlaz8JUd-akauEz_324XSV1LMgCeZI2V8RVENBFu6Wmde9izyhdl 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)Load case(s)15 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)535 lb up at 6-11-12,135 lb up at 8-11-12,135 lb up at 10-11-12,and 135 lb up at 12-11-12,and 535 lb up at 14-11-12 on top 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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(ptf) Vert:18-35=-8,1-17=-96 LOAD CASE(S) 15)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-35=-8(F),1-17=-96(F) Concentrated Loads(lb) Vert:36=535 37=135 38=135 39=135 40=535 OFFICE COPY • A WARNING-Verify design paramatan and READ NOTES ON 771/S AND INCLUDED MITER REFERANCE PAGE MI14473 rw.10,03/2015 BEFORE USE Design valid for use only with MiTeVS connectors.This design h bused 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 the design into the overal MiTek' budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 8904 Parisi East Bkd fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/IPI1 Dually Creeda,DS$-$9 and ICSI Wilding Component 804 Tampa,Parke FL East Safety Information available frorn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. C) co 0 z ° .� m -P D o a- m r- H 1 N // m m �? 11►, II� z �,� D X � T, a 0 N L o o Q i' w D o. cW�oQa D 0o ° J o aQ_.�O n 0 O 0 Z u 0 5°(co OQ a z D y � OnQ° � jc �CQ j�Qa ,_ D- 0< D- � ° r) 6. � Qp� P° Da 3,m Z x03 0 3 0.a) N•Q�o o 9-15 m o O it 0 O_° `m ° � -� 0 CD °--p 7 (" 7 v Q -0 Q - y N N naOa(D m `DO m Q 5.� D (00 ' n . 0 naQ o QN �Da•oo 0 5v7 ac' St -1=-1 1" we a -. (�'(Da p ° a0 >0 (DQN0Q ' ((Qa7 ° �� ° �� pO a� �Q p � � 03 g 0F)7 °= m 3 � Q3(D Z 2 0 n•Nw0 (?. 7 (p -'n Q p 6.G Z Q 07 ( 7 Q n Q ' O J (CD O lD a0 - � �� QQQI) �'6� p _ Q3 QaQO. oO (� 3 a6�p ,. - NN (D0._,0 Ooh'• 7 6n.6 ( Q07 `r 7Q 0 p (D0 -672 O � p0.�(Q ,C1„ O• QQ:n pro 3q7, 0a c. CD 7'-.aa Z v+ 0 5.n 0 S n 0 0-ID 7C �^ 7 Q 0 np 2(0 Q a 0 3 (D p (D N O Q 3aX. J (D Q 07 �p (p (D (Q n O p a-0 C o Q IN (D W 7 0 -0 (O 0 O.-c 0 0 J �.n O NC 7 (D x JQ N0 OCp � p np O -, 0 Q. pa Q0 - < 7 < -co O 0 „' CD (n r " -i rn m v z 0 =D TOP CHORD (/> (D C C g3(n n 7p C S ,o O al va. 3 g,' 0) wA n 3o m0z c - cp Oo 73 m C ti (Q 7 N 7 CD O W (., C A cn .-O D C N (3p (=D Q1 a (D N m • J N -r D =m Cr.,,,(D a w0 (/� (D AN p n 1 0 77_10 .. (0 CD 5o (..3- 0 Nm Nm v O 73 Cr co ° a) ui O.W m M N 33 (D Q ®(7).a 7)V> ,o m -, O o _ Z7 = pi juimilmo, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeka RE: J140448A- Grider const. / McGurrin - Garage/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: McGurrin -Garage Model: Lot/Block: Subdivision: Address: 659 Beach Ave 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: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf s/ 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 03, section 5 of the Florida Board of Professional Engineers Rules. , iNo. Seal# Name Date Q 11 T7873727 FF03 1/12/016 o Reviewed o Rejected FEB 2 4 2016 X Approved as Noted _ o Revise and Resubmit o Submit Specific Item This review is for general compliance with the design concept given in the Contract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and satisfactory manner. flatp• (17/1R/7111R Rv• ('.hristnnhpr Kathp The truss drawing(s)referenced above have been prepared by MiTek �•```t , Ai�iii,'l, Industries, Inc. under my direct supervision based on the parameters �.`��p";P A(ey'e,� provided by Manning Building Supplies. :. <1`,•��G E N g�.,•.j,� 1 •Truss Design Engineer's Name: Albani, Thomas - ; • .. ••• . % ° 0 My license renewal date for the state of Florida is February 28,2017. _ // IMPORTANT NOTE:Truss Engineer's responsibility is solely for ��:. STATE OF .'�� design of individual trusses based upon design parameters shown -0,�•••,o p •: 4./ on referenced truss drawings. Parameters have not been verified '',' c`S;•�•o R \�••'���%� as appropriate for any use. Any location identification specified is '�.,5/ONAL ��`� for file reference only and has not been used in preparing design. ''stiller``` Suitability of truss designs for any particular building is the Thomas k Alban'PENo.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL0ert 6634 6904 Parke East BNd.Tampa R 33610 per ANSI/TPI-1, Chapter 2. Date: OFFICE n January 12,2016 OFFICE COP'S Albani,Thomas 1 of 1 4 Job I Truss Truss Type Qty Ply Odder canal I kW3orrin-Garage/JK Units:1 17873727 J140448A FF03 FLOOR 16 t Eng:D.R Job Reference(oollonal) Meaning Building Supplies, Jacksonville,FL 7.840 a Sep 29 2015 MRek Industries,Inc.Tue Jan 1211:16:22 2016 Page 1 ID:G1bAEYIpU7 02UNhdEwHlez8JUd-MGOvX17HvcbgA51ER7DG)mH?1Te)1xkd?p dJzw7ed I 2.0-0 Seem:1/2"=1' TOP VIEW d .,..•....;..,.,, ., 4IA,t„i 3x8 1 400 5 6 7 2 3 4 • ria■ :7- 3 alt/ ♦ / ♦• W/ ibe Ail• ,HN,1 I i I lui ► vii AMMAN I i i i ••=1111••■ 0 fM 14 13 12 11 10 9 g 4x4= (+) 3x6= 4x4= 14-3-0 I I 14-3-0 Repair Condition:0-3-8 wide x 0-1-8 deep notch with a thickness of 0-1-1. (••) Attach 3/4”plywood or OSB gusset(23/32"Rated Sheathing 48/24 Exp 1)� Notch is 0-0-12 from the bottom edge to the center of the to EACH side of truss with construction quality adhesive and one row notch and is centered at 1-4-0 to the right of joint 1 on the front face. of(0.131"x 2.5")nails spaced 2"o.c.from each face.Face grain Horizontal. (Notch around pipe) THIS REPAIR IS VALID FOR A SINGLE TRUSS ONLY ADJACENT TRUSSES MUST BE FREE OF SUCH REPAIRS. LOADING(pat) SPACING- 1-7-3 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.14 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.25 12-13 >685 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 8 n/a n/a Weight:77 lb FT=20%F,11%E 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) Si end verticals. WEBS 2x4 SP No.2(fla BOT CHORD Rig_ ceiling directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing.11-12. REACTIONS. (lb/size) 15=728/0-3-8,8=728/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-721/0,7-8=724/0,1-2=-706/0,2-3=-167310,3-4=-2061/0,4-5=2061/0, 5-6=-1667/0,6-7=-707/0 BOT CHORD 13-14=0/1337,12-13=0/1968,11-12=0/2061,10-11=0/2061,9-10=0/1327 WEBS 7-9=0/941,1-14=0/939,6-9=-862/0,2-14=-878/0,6-10=0/480,2-13=0/467, 5-10=-597/0,3-13=-411/0,3-12=50/340 `, j 7I 01,1111111/ NOTES- ,0% OPs A X44 114 i 2)N/A ... IA • 3)Unbalanced floor live loads have been considered for this design. No 39380 - • 4)All plates are 3x3 MT20 unless otherwise indicated. -. ndicated. * • 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. S OFFICEC'.i Thomas A Mani PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 12,2016 I A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MOM REFERANCE PAGE M6.7473 rev.10103/2015 BEFORE USE. Design void for use only with MiTekS connectors.This design is based only upon parameters shown.and is for an Individual building component.not 1 a truss system.Before use.the building designer most verify the applicabity of design parameters and property 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 bracIn M iTek g i 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parks East Bled. fabricatbn,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/IPIl E]1loely Cr6dsrla,DSB•89 and SCSI Building Component Tampa.FL 33610 Salely INormo ion available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. . ii 00 0 > m D r-- H - r ;i.rP f' A_ O 1 Z ���� H o 0 O . I I _w 6 3 r. o p a Z VS n up ° w° 3 7 - j 0 6 7 V/ tD p n S N a T a_ O D O (� (D no 7 o C c a 7 � Q r 7 0 .0 H °_0 ,„ 0- 0 7 p �<p Z ago 3 a�� N•Q° a o Qo �o p roam N o � �� m'X °--T(1) v o aO 0-, 7 o cD D 0 O • <p > 2 .3 o n Q3 o Q,,, �a o.Q ,0 73 7 �70-a�' J _ `" <pc a yma 6 9,ao ,O 0 ° NOo mo � o � ° 7moo arn56 0 ' � Q3 v_ Nam 3m' Z •2°�.cn�O n � m �'n Q o 6� Z 0 O7 C 0 if 5aa a 7 m •o cD °•0 -� 0 � 3m ° Q °a� �•0-7C o _ a3 Q aaO �o� 3 °- °-Cr co O W n. 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