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1711 Beach Ave RES18-0416 Truss/Framing/Duct Revision Revision Request/Correction to Comments **ALL INFORMATION rt 4 1`�c , HIGHLIGHTED IN 'J sCity of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 R��1 a 041 & --- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: *a4'4 Revision to Issued Permit OR Corrections to Comments Date:,...... 4.2....c, Project Address: /71/ BLF 1( /Or Contractor/Contact Name• R '/L Contact Phone: y 63 lie Email:�j/Akeqle .1/ Description of Proposed Revision/Corrections: flGJ, Ackdir,hw . r ' r , s FAA )12/144410141. Azei;/.ks JAN 1 3 2020 jP-i" affirm the revision/correction to comments is inclusive of the proposed changes. ted name) r r. • • I proposed revision/corrections add additional square footage to original submittal? XI No ❑ Yes (additional s.f.to be added: ) •IIproposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: ) (Contractor must sign if increase in valuation) ......e40% *Signature of Contractor/Agent: ,� (Office Use Only) Cil Approved Denied ❑ Not Applicable to Department Permit Fee a ue$ 50,00 Revision/Plan Review Comments (-04 hie r /o ! X — I? c, lo Copy p Qui S On d o cu /►tel 40,4 4 S g ray 'PeQ ent Review Required: Building L.47712-- tanning&Zoning Reviewed By Tree Administrator Public Works Public Utilities /— / 4'. a'c) Public Safety Date Fire Services Updated 10/17/18 •• • • I • • . V . . 2 mpg.% • • Ducts stem Summary REVISION Job: 4 wrightsoft y BP#�kf /? c 3G3 Dy: $,-, 1st Floor DATE ! / /� �/ SIGNED /_ Exclusively for the use of.,Environmental Air Conditioning Services,Inc. Project Information For. Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.080/0.020 in H2O 0.080/0.020 in H2O Lowest friction rate 0.029 in/100ft 0.029 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 340 ft Supply Branch Detail Table Design I Htg I CIg Design I Diam I H x W Duct I Actual I Ftg.Eqv I-1 Name (Btuh) (cfm) (cfm) FR (in) (in) I Mail Ln(ft) Ln (ft) Trunk Breakfast c 4314 158 158 0.029 8.0 Ox 0 ShMt 47.0 225.0 st9 Butler Pantry h 63 2 2 0.035 4.0 Ox 0 ShMt 30.6 200.0 st5 Dining-A h 3258 119 119 0.035 7.0 Ox 0 ShMt 39.6 190.0 st4 Foyer C 4432 154 159 0.032 4,0 Ox 0 ShMt 41.8 210.0 st4 Hall h 1632 60 59 0.034 4.0 Ox 0 ShMt 32.0 205.0 st5 Keeping h 2081 76 74 0.035 6.0 Ox 0 ShMt 30.6 195.0 st4 Kitchen h 3441 126 125 0.031 6.0 Ox 0 ShMt 38.4 220.0 st5 Laundry h 780 29 28 0.039 4.0 Ox 0 ShMt 37.9 165.0 st4 Living-B c 3963 142 142 0.033 8.0 Ox 0 ShMt 24.2 215.0 st5 Living-C c 3963 142 142 0.037 8.0 Ox 0 ShMt I 39.0 180.0 st9 Mud Room h 2056 75 75 0.0381 5.0 Ox 0 ShMt I 45.7 165.0 st4 Pantry h 52 2 1 0.0331 4.0 Ox 0 ShMt I 30.7 210.0 st5 Powder I c 32281 115t 116 l 0.0361 4.01 Ox 0 [ShMt 1 45.1 I 175.0 st4 1 Supply Trunk Detail Table - Trunk Htg CIg I Design I Veloc I Diam 1 H x W Duct I Name Type (cfm) (cfm) FR F (fpm) (in) (in) Material Trunk st9 Peak AVF 300 300 0.029 382 120 0 x 0 ShtMetl st5 st4 I Peak AVF I 569 571 I 0.032 1 1048 I 10.0 I 0 x 0 I ShtMetl I sty 1 Peak AVF 631 1 629 ( 0.029 1 591 14.0 0 x 0 ShtMetl 1 1 . • Ao/rNtafic values have been manueRy overridden 3 2029 2020-Jan-09 17:11:55 1 .4 wrightsoftRight-Suiteae Universal 2017 17.0.17 RSU17457 Page 1 ALI-•Olk. ...coraro Beach House, 1171 Beach Ave,All Bch.rup Celc=MJ8 Front Door faces: S Return Branch Detail Table II Grille l Htg I CIg I TEL 'Design I Veloc I Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb12 Ox 0 1200 1200 68.0 0.029 859 16.0 Ox 0 ShMt Bok'kaMc values have been manually overridden t� 2020•Jan-0g 17:11:55 Ilk-Pk vrigaltsoft Right-6010 Universal 2017 17.0.17 RSU17457 Pao 2 ...coraro Basch House,1171 Beech Ave,At!Bch.rup Calc•MJ8 Front Door feces: 5 t .. 4 wrightsoft Duct System Summary Date: 2nd 3rd Floors By: Exclusively for the use of.,Environmental Air Conditioning Services,Inc. Project Information For. Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.077/0.023 in H2O 0.077/ 0.023 in H2O Lowest friction rate 0.019 in/100ft 0.019 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length(TEL) 535 ft Supply Branch Detail Table l I Design I Htg I- Clg Design 1 Diam 1 H x W I Ductl Actual I Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 3 c 1960 42 44 0.045 5.0 Ox 0 ShMt 21.2 150.0 st2 Bath 4 c 4691 104 105 0.027 5.0 Ox 0 ShMt 54.3 235.0 st7 Bed 1 h 4577 110 99 0.019 8.0 Ox 0 ShMt 33.1 370.0 st6 Bed 2 h 4944 118 109 0.019 8.0 Ox 0 ShMt 41.9 370.0 st6 Bed 3 c 3829 81 85 0.045 7.0 Ox 0 ShMt 12.1 160.0 st2 Bed 4-A c 1941 41 43 0.024 7.0 Ox 0 ShMt 49.3 270.0 st7 Bed 4-B c 1941 41 43 0.025 7.0 Ox 0 ShMt 43.0 270.0 st7 Boys Bath h 776 19 17 0.019 4.0 Ox 0 ShMt 36.9 365.0 st6 Boys Bath-A h 776 19 17 0.020 4.0 Ox 0 ShMt 34.8 360.0 st6 Closet 1 h 1756 42 39 0.025 4.0 Ox 0 ShMt 27.8 275.0 st6 Closet 2 h 2141 511 49 0.024 4.0 Ox 0 ShMt 40.8 275.0 st6 1 Closet 3 C 399 6 9 0.060 4.0 Ox 0 ShMt 12.4 115.0 st2 Closet 4 c 4871 1091 109 0.028 4.0 Ox 0 ShMt 40.2 235.0 st7 1 Her Closet h 2701 651 64 0.026 5.0 Ox 0 ShMt 36.0 260.0 st3 1 His Closet C 806 12 18 0.024 4.0 Ox 0 ShMt 37.0 280.0 st3 1 Laundry Up c 2901 64 65 0.024 6.0 Ox 0 ShMt 15.2 300.0 st8 Master Bath 1 h 2930 701 69 1 0.028 6.0 Ox 0 ShMt 1 51.0 1 225.0 st3 Master Bath-Ah 2930 70 69 0.028 6.0 Ox 0 ShMt 57.5 215.0 st3 Master Bed I c 4213 92 94 0.026 8.0 Ox 0 ShMt 39.1 260.0 st3 Master Bed-B 1 c 4213 921 94 0.027 8.0 Ox 0 ShMt 31.0 1 250.0 1 st3 Master Vestibule 1 C 1559 331 35 1 0.028 4.0 Ox 0 ShMt 18.4 1 260.0 1 st3 Playroom I c 2972 641 66 1 0.024 6.0 Ox 0 ShMt 24.0 1 300.0 1 st8 1 Playroom-A I C 2972 641 66 1 0.024 6.0 Ox 0 ShMt 15.2 1 300.0 1 st8 Storage 1 I c 3726 83 83 I 0.0241 4.0 Ox 0 ShMt 51.9 I 270.0 ( st7 Storage 2 I c 3687 81 82 I 0.0241 4.0 Ox 0 ShMt 57.7 I 270.0 I st7 I Toast I c 1280 I 27 29 0.0271 4.01 Ox 0 I ShMt I 50.0 235.0 1 st3 aokora*e values have been manually overridden a,, 2020-Jan-09 17:11:55 �A: "Pik wr�htss..o Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ...coraro Beach House,1171 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: S Supply Trunk Detail Table I Trunk Htg I Clg I Design Veloc I Diam I H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1008 991 0.019 462 20.0 0 x 0 ShtMetl I st6 1 Peak AVF I 358 I 330 0.019 I 657 I 10.0 0 x 0 I ShtMetl I st1 1 st7 1 Peak AVF I 458 I 465 I 0.024 I 852 I 10.0 0 x 0 I ShtMetl I st1 1 st8 I Peak AVF I 192 I 197 I 0.024 i 299 I 11.0 1 0 x 0 I ShtMetl I st1 1 st3 1 Peak AVF I 462 I 471 I 0.024 I 599 I 12.0 I 0 x 0 I ShtMetl I I I st2 ' Peak AVF 130 138 0.045 253 — 10.0 I 0 x 0 I ShtMetl Return Branch Detail Table I I Grille Htg I Clg TEL Design Veloc Diam H x W Stud/Joist Duct I Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb7 Ox 0 189 172 110.3 0.021 346 10.0 Ox 0 ShMt rt1 rb10 Ox 0 I 245 249 121.0 0.019 179 16.0 Ox 0 ShMt rt2 I rb5 I Ox 0 I 2261 230 86.5 0.0271 4221 10.01 Ox 0 I 1 ShMt 1 rt2 rb6 1 Ox 0 I 1721 177 91.0 0.0251 402 l 9.01 Ox 0 I I ShMt I rt2 rb8 I Ox 0 I 311 1 3061 117.1 I 0.0201 570 i 10.01 Ox 0 1 I ShMt 1 rt1 rb4 Ox 0 458 I 465,1 122.8 ( 0.0191 592 1 12.01 Ox 0 I I ShMt 1 Return Trunk Detail,Table I Trunk I Htg I Clg I Design Veloc Diam H x W I Duct I Name Type (cfm) 1 (cfm) FR (fpm) (in) (in) Material I Trunk ill Peak AVE 499 478 0.020 636 12.0 0 x 0 ShtMetl I I rt2 !Peak AVF 643 I 657 0.019 471 16.0 I 0 x 0 I ShtMetl Bold/italic values have been manually overridden 2020-Jan-09 17:1155 4-. wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 4 ...coraro Beach House, 1171 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: S IIIIIMEMENCEMILIMIMMILW rl 1 t ti tr 1st Floor 1-- i Powder Hall t Kitchen 11 4 \ Keeping 4' r�i `i Breakfast r6 Cfm \ 60 Nm �.� 158 cin q'--- _ .g• \ hR,2 cfm 6. 8128 cfrn 8' C Mud Room 5, Laundry _ �-�er Panhy - ry 4. 211y. 5 Cfci 4' '\ t0• ��142 dm 142 cfa Rase 4. f., .10 8. 8• Sup IPo _ J6 i 14. 12 Vestibule Foyer Dining Living 15 1 cf0 119 cfm i 1 Yp 4 1 0 t 1 0 Job #: Scale: 1 : 129 Performed for: Page 1 i Pecoraro Beach House Exclusively for the use of: Right-Suite®Universal 2017 R : 1171 Beach Ave EnvironrnentalAir Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2020-Jan-09 17:12:13 ...use,1171 Beach Ave,Atl Bch.rup N Aloft- /1 1 2nd Floor 66 cfm r23 1 elm 29 cfm / h}6,1*Closet Closet 1 _ octet Master Bath ftp 70 cfm 1.70 cfm Bed 14• 6' Playroom / 5' d. 0 42 cfm Sup Riser 6' /10• j 41115 laundry Up 6 -66 cfmVestibule 6 fm Master Vestibule r,r 18 Cf 89 cf 12 / \ r��q5 cfm His Clos= d �• -_ 1M .t .6..., i s 12-249afro -1J Boys Bath,,.i M.+.9 cf / ' •• 19 cfm / ® �'177 d'a,;, rd" Closet 3 8' a.. 10" iR- 114 ►�1 / ,` Hall 2 i f 9 cfm 9d elm r 6'- 18 dm/A ` a12Vcci�6' i ,y✓lell IBei 10y '11 Gm — tl�•�-�Gam•1"1,35 cfm 5. 6,� l 7• ►i'i 51'Um Bath 3 a44/dm Master Bed S Bed 2 Closet 2 M 04 dm Job#: Scale: 1 : 129 Performed for: Page 2 Pecoraro Beach House Exclusively for the use of: Right-Suite®Universal 2017 1171 Beach Ave EnvironmentalAir Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2020-Jan-09 17:12:13 ...use,1171 Beach Ave,Atl Bch.rup 1. . * •F 1 3rd Floor 0 r F Storage 1 114 -3 4 3 cfm q. __. "1139 aim Sup Riser` te' 7i• 1m "'sssiii«""tele" ,--C412"R1Poser r2" t Bed 47" 21. 5 cfm Stairs 3 u $ J e 13 cfm '][pp. 4, 114 82 ctm Bath 4 1 Storage 2 105 oho r, 4 r. 1 t Job#: Scale: 1 : 129 Performed for: Page 3 Pecoraro Beach House Exclusively for the use of: Right-Suite®Universal 2017 1171 Beach Ave Environmental Air Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach, FL 2020-Jan-09 17:12:14 ...use,1171 Beach Ave,Atl Bch.rup Builder: Job Info: Grider Construction Inc Job: J180894-R 2057 Vela Norte CirlEririll Job: J180894-F1 Atlantic Beach FL 32233 Job: J180894-F2 File# Sales: Joe Lenda Design: James Bratcher Pace: 1 of 4 Job: Report& Del. Date: Pecoraro Beach House Manning Building Supplies Rep. Date: 5/29/2019 > 1711 Beach Ave 11155 Phillips ParkwayDr. E 0" Atlantic Beach FL 32233 p Del. Date: 4/15/2019 O Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Del. Date: 4/15/2019 w Del. Date:4/15/2019 REVISION (...;) L. BP# 2ES/8 -oy�6 LL- Cover Sheet �— Floor Trusses DATE j / / Y / f9 0 O QTY CANTILEVER STUB SIGNED 14/X.�/ � DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT . 1 17N 6 F1-01 24" 11-11-08 - - - - 4 F1-02 24" 23-01-14 - - - - 1 F1-02A 24" 23-01-14 - - - 8 F1-03 24" 22-11-14 - - - - 1 F1-03A 24" 22-11-14 - - - - 1\1/V11 w V/1 1 F1-04 24" 22-03-12 - - - - 4 F1-05 24" 8-05-14 - - - - IIIA//II 4 F1-06 24" 3-06-14 - - - - 1 F1-07 24" 3-06-14 - - - - a. —,t 4 F1-08 20" 3-06-14 - - - - !I►�AI/I 1 F1-09 24" 8-00-08 - - (.IM 4 F1-10 24" 8-00-08 - - - - i I.I1I 1 F1-11 24" 7-00-06 -- - 10 F1-12 24" 15-04-06 - - - - NIN4 2 F1-13 24" 10-00-15 - - - - J A N ► 3 2020 am 1 F1-14 24" 10-00-15 - - - 1 F1-15 24" 12-11-14 - - - - OM Vrill 5 F1-16 24" 13-03-12 - - - - 5'29/2019 10'.48'.22 AM Ashley Casey-AC2359 1 of 4 Floor Trusses QTY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT ISZEISIZI 9 F1-17 24" 13-00-02 - - - - i"'' 6 F1-18 24" 4-03-00 - - - - Jv N 3 F1-19 24" 5-02-10 - - - - pr 1 5 F1-20 24" 4-04-02 - - - - 2 F1-21 24" 24-07-00 - - - - 4 F1-22 24" 24-07-00 - - - - 2 F1-23 24" 24-03-08 - - - - 2 F1-24 24" 24-04-00 - - - - 10 F1-25 24" 24-07-08 - - - - 7 F1-26 24" 24-07-00 - - - - 1 F1-27 24" 24-07-00 - - - - 2 F2-01 20" 24-07-00 - - - - 11 F2-02 20" 24-07-00 - - - - 4 F2-03 20" 24-07-00 - - - - 1 @ 2-ply F2-04 20" 21-04-00 - - - - N. :a 2 F2-05 20" 3-03-00 - - - - 6 F2-06 20" 21-04-00 - - - - 4 F2-07 20" 21-00-08 - - - - NLA 3 F2-08 20" 4-08-00 - - - - 1 F2-09 20" 4-08-00 - - - - N _ _• pummimmiuoit- 1 @ 4-ply FL2-01 20" 21-04-00 - - - - 149 2359.07 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT .1 I I I I'/11 7/12 A01 9-09-04 22-08-08 2 x 4 - - - - O<PS:1 5 7/12 A02 10-06-09 22-08-08 2 x 4 - - - - N1 - - - 2-ply 0/12 B01 5-09-15 5-10-00 2 x 6 INN1 0/12 B02 3-09-07 7-10-08 2 x 6 - - - - .1 d 1'i .- 1 7/12 C01 9-09-0434-07-00 2 x 4 - - - - 5/29/2019 10:48:22 AM Ashley Casey-AC2359 2 of 4 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 3 7/12 CO2 10-06-09 34-07-00 2 x 4 - - - - 2 x 4 - - 2 7/12 CO3 10-06-09 34-07-00 2 x 6 171>bsr.,.. 3 7/12 C04 10-06-09 31-00-00 2 x 4 - - - - 1 2 x 4 01 2-ply 7/12 C05 10-06-09 34-07-00 2 x 6 - - 014.. 3 7/12 CO6 10-06-09 22-10-08 2 x 4 - - - A>1% 5 8/12 001 8-00-15 21-11-08 2 x 4 - - - - 11>N 7 8/12 D02 8-00-15 21-11-08 2 x 4 - i� - - - 2x4 - - - - 1 8/12 D03 8-00-15 21-11-08 2 x 8 IDN 2 8/12 D04 8-00-15 13-00-00 2 x 4 - - - - IS11 0/12 D05 6-07-13 4-11-00 2 x 6 - - - - ater_ifilltek. 1 8/12 E01 6-11-06 20-11-08 2 x 4 - - - - /e 44 3 8/12 E02 7-08-15 20-11-08 2 x 4 - V/ - - - 1 2 x 4 /4�+1Y \ - 2-ply 8 112 E03 7-08-15 20-11-08 2 x 8 eij: r: 2 3.5/12 G01 2-05-06 5-04-08 2 x 4 - - - - < 8 3.5/12 G02 3-01-11 5-04-08 2 x 4 - - - - 0.44 1 2x8 - - - 2-ply 3.5/12 H01 6-04 07 10-OS-00 2 x 8 - ® 2 3.5/12 H02 6-04-07 10-05-00 2 x 4 - - - - /41 2 3.5/12 H03 6-00-13 9-11-08 2 x 4 - - - - .acCafila 1 2-ply 3.5/12 K01 4-09-01 34-07-00 2 x 4 - - - - "4"'"" 4 3.5/12 K02 5-05-06 34-07-00 2 x 4 - - - - 00:11:1111:11-11t+ 34-07-00""""" 1 3.5112 K03 4-09-01 2 x 4 -- - - 68 9-09-04 1287.24 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 HUC412 HUC412 2 Hanger HGUS28-2 HGUS28-2 2 Hanger HGUS412 HGUS412 24 Hanger HTU26 HTU26 6 Hanger THA422 THA422 3 Hanger THA422 THA422 29 Hanger THA426 THA426 1 Hanger THAC422 THAC422 3 Hanger THAC426 THAC426 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)26-00-00 BM1 5/29/2019 10:48:22 AM Ashley Casey-AC2359 3 of 4 b Ancillary Items CITY TYPE SIZE LENGTH LABEL 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)6-00-00 BM2 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)10-00-00 BM3 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)10-00-00 BM4 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)8-00-00 BM5 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)12-00-00 BM6 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeTM LVL (2)10-00-00 BM7 1@2-ply Rectangular EWP 1 3/4"x 20"2.0E EverEdgeTM LVL (2)6-00-00 BM8 2 Special Order Special Order Hanger LGUM410-SDS 5/29/2019 10:48:22 AM Ashley Casey-AC2359 4 of 4 a e Client: Grider Construction Date: 5/29/2019 Page 1 of 21 ,:c:‘,....."....),,,. ., O Project: Pecoraro Beach House Designer: James Bratcher ISD`Slg� Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st story 6 4 1 3 5 2 / 2, o = / 1SP 2SP 247" y3 1/2" 24'7" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 410 3086 0 0 610 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 410 5561 0 0 2882 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 lb Total Ld.Case Ld.Comb. 1 -SP 7.625" 26% 3086/765 3852 Uniform D+0.75(L+C) 2-SP 7.625" 56% 5561/2882 8443 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case e�� 1� Moment 31689 ft-lb 1511 7/8" 92365 ft-lb 0.343(34%) D+C L ,r/"- 1 a Unbraced 31689 ft-lb 15'11 7/8" 31763 ft-lb 0.998 D+C L Ct �,�+ ``s+�„ \ �l` (100%) 0 - O w 1 Shear 5926 lb 22'1/4" 19950 lb 0.297(30%) D+C L ° J_T11 LL Defl inch 0.108(U2597) 14'1 5/16" 0.586(U480) 0.180(18%) C L °'s-°.) mow ( N. TL Defl inch 0.409(U689) 13'3 1/8" 0.782(L/360) 0.520(52%) D+C L U.J JAN 1 3 2020 �` - Design Notes � >I N 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end fdaqi distance not to exceed 6". L !;, 2 Refer to last page of calculations for fasteners required for specified loads. 1.1-- ! I ■w�� LU i 3 Girders are designed to be supported on the bottom edge only. ,') CIC * Q 4 Top loads must be supported equally by all plies. as 5 Top must be laterally braced at a maximum of 5'4 7/8"o.c. m 0 (i) 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 24-7-0 (Span)0-8-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2nd Story Walls 3 Tie-In 0-0-0 to 24-7-0 (Span)1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2nd Story Floor 4 Part.Uniform 0-0-0 to 15-3-8 Top 35 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Attic Wall 5 Part.Uniform 15-3-8 to 24-7-0 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Wall 6 Tie-In 15-3-8 to 24-7-0 (Span)37-7-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF K Trusses Self Weight 25 PLF Notes chemicals 6.For flat roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or finned Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's m s product inforation responsibility of the customer and/or the contractor to regarding stagaton requirements, multi-plywww.weye haeuseccom/everedge/ (904)268 8225 ensure the component suitablity of the intended fastening details,beam strength values,and code rsr��rs/� apphvabon,and to verify the dimensions and loads. approvals 11 1.11 N 111 N Lumber 3.Damaged Beams must not be used EUI LDIfO 1.Dry service conditions,unless noted alhemwise 4.Design assumes top edge is laterally restrained 5 Ur r L�.E 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral supportrat bearing pants to avoid TRUSS pVIs10N"C1pM. lateral displacement met end rotabon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'a /' Client: Grider Construction Date: 5/29/2019 Page 2 of 21 isDesignM Project: Pecoraro Beach House Designer: James Bratcher 0 Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story . . . . . . . • . . . . . . . . . — / c _ - r 1 S 2SP 247" y3 1/2" 24'7" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responRble only of the Handling&Installation pond'"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the i.LVL beams must not be cot or doled Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturererhaeuser.com/evered e/ s product information www.we respon.iwM of the customer and/or the contractor to regarding in.mnaoon requirements. molt-ply Y 9 (904)268 8225 ensure the component suitability of the Intended fastening details,beam strength values.and code liccaton.and to verify the dimensions and loads. approvals l Lumber 3.Damaged Beams must not be used rem eullolno 4.Design assumesstop edgeis laterally restrained ,"1,1:PLIES 1.Dry service conditions.unless notes otherwise 5 2.LVL not to be treated with fire retardant or corrosive .Provide rpe t support at bearing pants to avoid *Ruda t>lvlaloR and rotation This design is valid until 7/10/2021 lateral displacement u Version 18.40.162 Powered by iStructro ; 4rClient: Grider Construction Date: 5/29/2019 Page 3 of 21 Project: Pecoraro Beach House Designer: James Bratcher isDesign Address 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 5 2 9 3 — 10 3 11I= 1 sm / • 2' o o / 1 SP 2 SP 4'10 5/8" �3 1/2" 4'10 5/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3226 2028 0 0 131 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 4338 2589 0 0 153 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 lb Total Ld.Case Ld.Comb. 1 -SP 3.500" 76% 2028/3226 5254 L D+L 2-SP 8.000" 44% 2589/4338 6927 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 7247 ft-lb 2'7 1/2" 73892 ft-lb 0.098(10%) D+L L Unbraced 7247 ft-lb 2'7 1/2" 40759 ft-lb 0.178(18%) D+L L Shear 2900 lb 2'3 1/2" 15960 lb 0.182(18%) D+L L LL Defl inch 0.008(U6098) 2'6 5/16" 0.102(L/480) 0.080(8%) L L TL Defl inch 0.012(U3959) 2'6 1/4" 0.136(U360) 0.090(9%) D+L 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 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 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2nd Story Wall 2 Part.Uniform 0-0-0 to 2-8-0 Top 231 PLF 593 PLF 0 PLF 0 PLF 0 PLF F2-02 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Wall 4 Uniform Top 68 PLF 0 PLF 0 PLF 0 PLF 58 PLF K03 5 Point 1-2-4 Near Face 247 lb 635 lb 0 lb 0 lb 0 lb F1-32 Continued on page 2... Notes chemicals 8.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or Billed Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsivity of the customer and/or the contractor to regarding installation requirements. multi-Ply www.weyerhaeuser.com/everedge/ (904)268 8225 ensure the component suitability of Ste intended fastening details,beam strength values.and code Y application,and to verily the dimensions and loads. approvals rrwY/��'- Lumber 3.Damaged Beams must not be used '`'BUILD I fl 1.Dry service cond/tions,unless noted otherwise 4.Design assumes top edge is laterally restrained vv s UPPLIES 2.LVL not to be treated with bre retardant or corrosive 5.Provide lateral support at beating points to avoid TRUSS DIVISIONY lateral displacement m.t and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructr" Client: Grider Construction Date: 5/29/2019 Page 4 of 21 1) isDesignTM Project Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 5 2 9 3 — 10 liMill 3 II NM • • . 2, 0 = i 1 SP 2 SP 4'10 5/8" y3 1/2" 4'10 5/8" ...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 6 Point 2-6-4 Near Face 366 lb 941 lb 0 lb 0 lb 0 lb F1-31 7 Point 2-8-0 Top 779 lb 2002 lb 0 lb 0 lb 0 lb F2-04 8 Part.Uniform 2-8-0 to 4-10-10 Top 161 PLF 414 PLF 0 PLF 0 PLF 0 PLF F2-06 9 Point 2-10-12 Near Face 289 lb 743 lb 0 lb 0 lb 0 lb F1-30 10 Point 4-3-0 Near Face 289 lb 743 lb 0 lb 0 lb 0 lb F1-30 Self Weight 25 PLF Notes bhemcae s For riot roofs provide proper drainage to preventManufacturer Info Manning Building Supplies Calculated Structured D<vgns is responsible only of me Handling&Installation pond'"B Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dnlled Seattle.WA 32256 design criteria and loadings shown. It is the 2 Refer to manufacturer's product information www.we erhaeuser.com/evered e! esponsmiliN or the cusmmer angor the contractor m regarding i tanabon requirements. mmtr�N Y 9 (904 268-8225 ensure the component surlab,bty of the intended fastening details beam strength values.and code I I It.II N III N application,and to verify the dimenaons and loads. approvals Lumber 3.Damaged Beams must not be used ■Y�Ia eUl101Es 1.Drys conditions.unless noted otherwise 4.Design assumes top edgers laterally restrained v SUPP LIE S 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at bearing points to avoid TRUSS�R" lateral dlspl c me t and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'a Client: Grider Construction Date: 5/29/2019 Page 5 of 21 / ,, Project: Pecoraro Beach House Designer: James Bratcher �� isDesign Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 1 2 3 4 [----1—ji — f 11 2' y yL 1 SP 2 SP 4'10 5/8" y3 1/2" 4'10 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 1-2-4 with a minimum of(6)-Pneumatic Gun Nail (.120x3.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 90.2 r --Min.3" Min. 1 1/4" Load 441.OIb. L Total Yield Limit 488.9 lb. Cg 0.9998 1 1/2" Yield Limit per Fastener 81.5 lb. t \ -� Yield Mode IV I Min. 1 1/4" t 0 0 • Load Combination D+L Duration Factor 1.00 Mtn. 3" 0 0 0 0 Concentrated Load I Min.S"r o 0 + o o • • Fasten at concentrated side load at 2-6-4 with a ` o minimum of(10)-Pneumatic Gun Nail (.120x3.25") in the pattern shown. Capacity 80.2% '-Min.3r— Load 653.51b. Total Yield Limit 814.8 lb. r`Max.12" Max.12" Cg 0.9998 Yield Limit per Fastener 81.5 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For eat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t Lw beams must not be cm or WWI Seattle,WA 32256 design criteria end loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer sod,.the contractor to regarding tallation requ,remenbs. multi-plywww.weye haeuseccom/everedge/ (904)268 8225 ensure the component suitability of the intended fastening details,beam strength values.end code /.��/�/�}/�/ application.and to verify the dimenvons and loads. approvals (Mt f R�q airf G Lumber 3.Damaged Beams must not be used ■Y Y■DUI Lo Ina 1.Dry serves ondioona,unless noted otherwise 4.Design assumestop edge is laterally restraned 5 UP P LIES 2.LVL not to be treated with fire retardant or corrosive 5.Provideelateral at bearing points to avoid TRUSS DIVISION taros displacement and ra.bo" This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructra Client: Grider Construction Date: 5/29/2019 Page 6 of 21 U Project: Pecoraro Beach House Designer: James Bratcher isDesign- Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 1 2 3 4 Lif—jif - il 2' MI -7>- 1 SP 2 SP 4'10 5/8" y3 1/2" 4'10 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 2-10-12 with a minimum of(8)-Pneumatic Gun Nail(.120x3.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 79.2% —Min.3" —Min. 1 1/4" Load 516.01b. Total Yield Limit 651.6 lb. ' Cg 0.9995 1 1/2" Yield Limit per Fastener 81.5 lb. I Yield Mode iv Min. 1 1/4" O O • O O • Load Combination D+L Duration Factor 1.00 Min. 3" O O - Min.5" 0 0 Concentrated Load r o '0 • o Fasten at concentrated side load at 4-3-0 with a l o minimum of(7)-Pneumatic Gun Nail (.120x3.25") in I the pattern shown. Capacity 90.5% -Min.3"-- Load 510. Max. 12" I—Max 12" Total Yield Limit 570.11 lb Ib. Cg 0.9995 Yield Limit per Fastener 81.5 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For flat roots provide proper drainage m prevent Manufacturer Info Manning Building Supplies chemicals Calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or deified Seattle,WA 32256 design cntena and loadings shown. It is the 2.Refer to manufacturers product information responsibbon y of the customer and/or the contractor to regai ng inetallauon requirements. multi-plywww.weyerhaeuser.com/everedge/ (904)268-8225 ensure the component suitabildy of the intended fastening details,beam strength values,and code application.and to verify Sr.dimensions and loads. approves 11 R#■111 G Lumber 3.Damaged Beams must not be used 814131-1422 I L 171 flu 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained aU..avf.% 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateralpiasupport at beading points to avoid TRUSS DIVtEEON lateral displacement met and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructro • Client: Grider Construction Date: 5/29/2019 Page 7 of 21 Project: Pecoraro Beach House Designer: James Bratcher isDesign Address: 1711 Beach Ave Job Name: J180894 ft, Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story i IIi 1 WWII 1 / • . 2' at O • sO 1 SPF 2 HUC412 8'2 7/8" �3 1/2" 8'2 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 371 240 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 371 240 0 0 0 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 lb Total Ld.Case Ld.Comb. 1 -SPF 3.500" 12% 240/371 611 L D+L 2- 3.500" 12% 240/371 611 L D+L Analysis Results HUC412 Analysis Actual Location Allowed Capacity Comb. Case Moment 1128 ft-lb 41 7/16" 73892 ft-lb 0.015(2%) D+L L Unbraced 1128 ft-lb 41 7/16" 22114 ft-lb 0.051(5%) D+L L Shear 529 lb 72 5/8" 15960 lb 0.033(3%) D+L L LL Defl inch 0.002 41 1/2" 0.195(L/480) 0.010(1%) L L (L/50076) TL Defl inch 0.003 4'1 1/2" 0.260(L/360) 0.010(1%) D+L L (L/30400) 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 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 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 8-2-14 (Span)4-6-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-24 Self Weight 25 PLF Notes chemo,Is s.For flat roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of floe component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown, It is the 2.Refer toanufacturer's product Information responsibility of the customer endfor the contractor to regarding ,stafiabon requirements. multi-PN www.weyerhaeuser.corrVeveredge/ (904)268-8225 ensure the component suitabilty of the intended fastening details.beam strength values,and code plinabon,and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used 1UwI L o t tlG 1.Dry services conditions.unless noted oNersuse a.Design assumes top edge is laterally restrained V.c.'' tEse 2.LVL not to be treated with fire retardant or corrosive 5.Provide latedisplacementsupal beanng points to avoid TRUSS DIVISION and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'" ��J J, Client: Grider Construction Date: 5/29/2019 Page 8 of 21 ': isDesign- Project: Pecoraro Beach House Designer: James Bratcher Address: 17tt Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story — csi • • • ' YY 2' • • • 1 SPF 2 HUC412C 8'2 7/8" y3 1/2" 8'2 7/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 25.3% Load 61.9 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 • Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I.LVL beams must not be cut or dnlled Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer angor me contrxtor to regarding installation requirements. multi-plywww.weyerhaeusercom/everedge/ (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code application,and to venfy the dimensions and loads. approvals MCIIIITIIG Lumber 3.Damaged Beams must not be used l U1rrR Lp�o 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge Is laterally restrained SUP►Iles 2.LVL not to be treated with fire retardant or corrosive 5.lateral Iplen at bearing pointe to avoid TRUSS DIVLSIOR '... lateral displacement.ne rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructV° • Client: Grider Construction Date: 5/29/2019 Page 9 of 21 Project: Pecoraro Beach House Designer: James Bratcher isDesignM Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSED Level:1st Story 4 2 5 7 1 6 3 / . 1,6„ I= / 1 HGUS412 2 HGUS412 9'8 5/8" �3 1/2" 9'8 5/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 200 1650 0 0 986 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 153 2117 0 0 1553 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 lb Total Ld.Case Ld.Comb. 1 - 3.500" 51% 1650/986 2635 L D+C HGUS... Analysis Results 2- 3.500" 70% 2117/1553 3670 L D+C Analysis Actual Location Allowed Capacity Comb. Case HGUS... Moment 5815 ft-lb 4'9 9/16" 54029 ft-lb 0.108(11%) D+C L Unbraced 5815 ft-lb 4'9 9/16" 13995 ft-lb 0.416(42%) D+C L Shear 1740 lb 8' 14963 lb 0.116(12%) D+C L LL Defl inch 0.014(U8056) 410 1/8" 0.232(U480) 0.060(6%) C L TL Defl inch 0.037(U3006) 410" 0.309(U360) 0.120(12%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")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 Part.Uniform 0-0-0 to 3-4-12 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Tie-In 0-0-0 to 9-8-10 (Span)6-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF Cony Frame Roof 3 Uniform Top 133 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 4 Tie-In 0-0-0 to 8-7-2 (Span)14-5-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF H02 5 Point 4-4-12 Near Face 46 lb 118 lb 0 lb 0 lb 0 lb F1-21 6 Part.Uniform 5-4-12 to 9-8-10 Near Face 9 PLF 23 PLF 0 PLF 0 PLF 0 PLF F1-20 Continued on page 2... Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only or the Handling 8 Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or ailed Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer toanufacturers product inarmabon responsibility of the customer andror the contractor to regarding stallabon requirements, muni-0N www.weyerhaeuseccom/evertadge/ (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values.and code application,and to verify the dimensions and loads. approvals (M ��y . Lumber 3.Damaged Beams must not be used ■Y v■0 U 1"�O o 1.Dry serviceconditions.unless noted otherwise 4.Design assumes top edge is laterally restrained 1s��sss//// 44 SUPPLIES 2.LVL not to be treated with fire retardant or corrosive S.Provide lateral port t bearing pointe to avoid lateral displacement and rotation This design is valid until 7/10/2021 *Rona DIVISION Version 18.40.162 Powered by iStruct'° -- Client: Grider Construction Date: 5/29/2019 Page 10 of 21 Project: Pecoraro Beach House Designer: James Bratcher 1 isDesigf n I, Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSED Level:1st Story 4 2 —5 - ---- 7 1 ti — 6 • 3 . sic y. O I=1 1 HGUS412 2 HGUS412 9'8 5/8" y3 1/2" 9'8 5/8" ...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 7 Point 9-7-2 Top 611 lb 0 lb 0 l 0 lb 717 lb H01 Self Weight 18 PLF Notes chemicals 8.For flat rook provide proper drainage to prevent Manufacturer Info Manning Building Supplies caudated structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cd or dolled Seattle,WA 32256 design criteria and loadings snows. It is the 2_Refer toanufacturers product mformabon responsibility the customer and/or the contractor to regarding i smlabon requirements. mdo.vy www.weyemaeuser.com/everedge/ (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values.and code applicabon,and to verily the dimensions and loads. approvals /l. Lumber 3.Damaged Beams must not be used 11611:42,22 ui 1.01 n t,Dry se ondNons,unless noted otherwise <.Design assumestop edgeislateraly restrained L7 V u...��.t�x 2.LVL not to be treated with bre retardant or cortoave 5.Prowse 1ple�e rppon t beaing pomp to avoid lateral d�sp met and mtabon This design is valid until 7/10/2021 MASON Version 18.40.162 Powered by iStruct'u Client: Grider Construction Date: 5/29/2019 Page 11 of 21 Project: Pecoraro Beach House Designer: James Bratcher I)) isDesign Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSED Level:1stStorY 1I i (V 1HGUS412 2 HGUS412C 9'8 5/8" �3 1/2" 9'8 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 10.1% Load 27.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes °h•nacds 6.For fiat roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling&Installation pon°'ng Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t.LVL beams mud not be cut or dnlled Seattle.WA 32256 design °titans and loadings shown. It is the 2.goer m to anufsnturers product information responsibility of the customer arida(the contractor to regarding mshiaaon requirements. mwb-ply www.weyemaeuseccom/everedge/ (904)268-8225 ensure the component surtabiity of the intended fastening details,beam strength values.and code i�i�r�a�a aadicabon,and to verify the dimensions and loads. approvals I I M 117' Lumber 3.Damaged Seams must not be used 181.1-41,21 a.Oean assumes top wipe is laterally restrainedwcut.Dry servo.conditions,unless noted otherwise S.Provide lateral support at baring pointe to avoid 2.LVL not to be treated with fire retardant or corrosive TRUSS 1111/161001 lateral displacement and rotabon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct*. • Client: Grider Construction Date: 5/29/2019 Page 12 of 21 Project: Pecoraro Beach House Designer: James Bratcher 1 isDesign- Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM5 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 1 3 4 2 e 2, 1 SP 2 SP 6'4" y3 1/2" 6'4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 76 1389 0 0 925 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 204 3131 0 0 2212 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 lb Total Ld.Case Ld.Comb. 1 -SP 7.125" 16% 1389/925 2314 L D+C 2-SP 3.500" 77% 3131/2212 5343 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3133 ft-lb 3'8 1/8" 92365 ft-lb 0.034(3%) D+C L Unbraced 3133 ft-lb 3'8 1/8" 30736 ft-lb 0.102(10%) D+C L Shear 3961 lb 4'1 3/8" 19950 lb 0.199(20%) D+C L LL Defl inch 0.003 3'6 7/8" 0.140(U480) 0.020(2%) C L (U25494) TL Defl inch 0.007 3'6 3/4" 0.186(U360) 0.040(4%) D+C L (L/10275) Design Notes 1 Fasten all plies using 3 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 loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 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 6-4-0 (Span)1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 6-4-0 (Span)25-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF E02 Continued on page 2... Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling&installation pond'"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dngad Seattle.WA 32256 design oitena and loadings shown. It is the 2.Refer to manufacturer's product information responstaity of the customer and/or the contractor to regarding inswgabon requirements, muttr www.weyerhaeuser.com/everedge/ (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code application.and to very the dimensions and loads. approvals �/y�y��/��/l1��/7. Lumber 3.Damaged Beams must not be used ■U I L G g r1O 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is Iateragy restrained U su PIu[s 5Provide lateral 2.LVL not to be treated with fire retardant or corrosive . l pon at bearing points to word15INi MINOR lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by Structs" • • Client: Grider Construction Date: 5/29/2019 Page 13 of 21 ;t ,, Project: Pecoraro Beach House Designer: James Bratcher isDesign Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM5 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st story 1 3 4 2 2, 0 0 1 SP 2 SP 6'4" y3 1/2" 6'4" ...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 4 Point 5-9-4 Near Face 2117 lb 153 lb 0 lb 0 lb 1553 lb BM4 Brg 2 Self Weight 25 PLF Notes chemicals 6.For .t rook provide proper drainage to prevent Manufacturer Info Manning Building Supplies flat Calculated structured Designs is responsible only of the Handling&installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.wt.beams must not be cut or drilled Seattle.WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product inforr on www.we erhaeusef.com/evered e/ responubiliy of ti+s customer and/or the contractor to regarding intallation requiremenm, multi-ply y 9 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code pplicabon,and to venfy the dimensions and loads. approvals 11 RJ 4 111 N' Lumber 3.Damaged Beans must not be used ■u,Lotna 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained Stir:Lala ].LVL not to be treated wiN Sr.retardant or corrosive 6 Provide lateral msupport at beannB Points to avoid TRUSS 91 105 lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructra • r--- Client: Grider Construction Date: 5/29/2019 Page 14 of 21 Project: Pecoraro Beach House Designer: James Bratcher ISDIg�TM Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM5 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st story 1 MM 112' JSP 2 SPS 6'4' '3 1/2" 6'4" /-1 Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 3.6% Load 13.8 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 5-9-4 with a minimum of(5)—SDW22338 in the pattern shown. Capacity 92.1% Min/Max fastener distances for Concentrated Side Loads Load 1468.21b. Total Yield Limit 1593.8 lb. -Min.6"— —Min.5/8" Cg 1.0000 1 Yield Limit per Fastener 318.8 lb. 1 1/2" Yield Mode Lookup Q 1--1) .' �. 0Load Combination D+C Min.5/8" 0 O Duration Factor 1.25 1 O 0 O ©Min.4" 0 0 0 0 Min.6" g• 0 0 O 0 0 Op Op O ,O' —Min.4"— Max. 12" Max. 12" Notes chemicals B.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I.LVL beams must not be cut or drilled Seattle.WA 32256 design criteria and loadings shown. It is the 2.Refer to anufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multryy www.weyerhaeusercom/everedge/ (904)268 8225 ensure the component suitability of the intended fastening details,beam strength values,and code application.and to vent'the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used gill 21;4:18no 1.Dry service conditions,unless noted otherwise 0.Design assumes top edge laterally restrained �� !em 2.LVL not to be treated with fire retardant or corrosive 5.Protide/ale's/support t baanng points to avoid TRUSS DIVISION lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct.' ,� �, Client: Grider Construction Date: 5/29/2019 Page 15 of 21 Project: Pecoraro Beach House Designer: James Bratcher :14 isDesign Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 4 3 _-5• — — I6- 7 W 2 W / 0... a O / 1 SP 2 SP 6.."[ 11'1 1/8" jr–i3 1/2" 11'7 1/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wnd Const Plies: 2 Design Method: ASD 1 767 2861 0 0 461 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 321 2609 0 0 428 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 lb Total Ld.Case Ld.Comb. 1-SP 7.250" 26% 2861/921 3782 Uniform D+0.75(L+C) 2-SP 5.500" 29% 2609/561 3171 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -42 ft-lb 6" 73892 ft-lb 0.001(0%) D+L LL Unbraced -47 ft-lb 6" 16773 ft-lb 0.003(0%) D+0.75(L+C)Uniform Pos Moment 7375 ft-lb 511 3/16" 73892 ft-lb 0.100(10%) D+L _L Unbraced 7899 ft-lb 511 7/16" 16773 ft-lb 0.471(47%) D+0.75(L+C)Uniform Shear 2101 lb 9'2 1/2" 15960 lb 0.132(13%) D+L _L LL Defl inch 0.006 510 15/16" 0.260(U480) 0.020(2%) 0.75(L+C) Uniform (L/21873) TL Defl inch 0.030(U4174) 511 3/4" 0.347(U360) 0.090(9%) D+0.75(L+C)Uniform LL Cant -0.001 Lt Cant 0.200 0.003(0%) 0.75(L+C) Uniform (2L/22215) (20480) TL Cant -0.003 Lt Cant 0.300 0.010(1%) D+0.75(L+C)Uniform (204190) (2U360) 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 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. Notes chemicals 6.For flat roofs proude proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling 6 Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on Sr. 1.LVL beams must not be cut or drilled Seattle,WA 32256 design tnteria and matings shown, it is the 2.Refer to manufacturer's product Information responsibility of the customer and/or Sr.contractor to regarding installation requirements. multi-phiwww.weyerhaeuser.wm/everedge/ (904)268-8225 ae the component suitability of the intended fastening details.beam strength values,and code 11 M tl U1 N pplication,and to verity the ameneions and loads. approvals Lumber 3.Damaged Beams must not be used nSIUI Lot nO 1.Dry service conditions,unless noted othsrwiss 4.Design assumes top edge is laterally restrained oi s UPPL�c S 2.LVL not to be treated with fire retardant or corrosive 5.Provide/place support at beanng points to avoid TRUSS DIVISION'. lateral displacement met and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'a (J J, Client: Grider Construction Date: 5/29/2019 Page 16 of 21 Project: Pecoraro Beach House Designer: James Bratcher ISD`Slg� Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 4 — - — 3 — - - 5 6 2 / a • 2' o / 1 SP 2 SP 164 11'1 1/8" y3 1/2" 11'7 1/8" 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 6-10-8 (Span)4-3-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-14 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 11-7-2 (Span)7-8-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF Cony Frame Roof 4 Tie-In 0-6-0 to 11-7-2 (Span)26-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 0 PSF 001 5 Point 0-6-8 Far Face 112 lb 287 lb 0 lb 0 lb 0 lb F1-19 6 Point 7-10-8 Near Face 42 lb 107 lb 0 lb 0 lb 0 lb F1-13 7 Tie-In 8-10-8 to 11-7-2 (Span)2-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor load Self Weight 25 PLF Notes chemicals 6.For flat roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation bon°"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural ed.quacy of this component based on the 1.LVL beams must not be cut or drilled Seattle.WA 32256 design adobe and loadings shown. It is the 2.penal to manufacturer's product information responsibility of the customer andtor the contractor to regarding tallabon requirements. mule-ply www.weyerhaeuser.com/everedgel (904)268 8225 ensure the component suitability of the intended fastening details,beam strength values,and code application,and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used in) U LD1rl0 1.Dry service conditions.unless noted otherwise d.Design assumes top edge is laterally restrained or U�r w!E% 2.LVL not to be treated with Ire retardant or corrosive 5.Provide lateral support a1 bearing pants to avoid TRUSS ENVISION lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructro • ,w Client: Grider Construction Date: 5/29/2019 Page 17 of 21 I" Project: Pecoraro Beach House Designer: James Bratcher 10 0Ign v Address: 1711 Beach Ave Job Name: J180894di Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story 1 I2 eg — 2' P 2 SPS 6"'f 11'1 1/8" '4-'3 1/2" 11'7 1/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 29.0% Load 70.9 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes enema.: 6.For flat roots provide proper drainage to preventManufacturer Info Manning Building Supplies Calculated s5uotured Designs is responsible only of the Handling S.Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I.LVL beams must not be out or rolled Seattle,WA 32256 deagn timer/a and loadings shown. It is the 2.Refer to manufacturer's product Information respormbnity of the customer and/or the contractor to regarding i tallabon requirement.. more-pry www.weyerhaeuseceom/everedge/ (904)268 8225 ensure the component suitability of the intended fastening details.beam strength values,and code application,and to verify the dimensions and loads. /� /tea Lumber 3.approvals maged Beams must not be used e n eB U 110122 1.Dry service conditions.unless noted otherwise d.Design assumes top edge K Irisraay restrained D 51 LIE 5 2.LVL not to be treated wM fire retardant or corrosive 5.Provide/displacementsupport at bearing prints to aurid TRUSS DTVI&ON.o..o.+..a~� lateral and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'N 4-41397 Client: Grider Construction Date: 5/29/2019 Page 18 of 21 Project: Pecoraro Beach House Designer: James Bratcher 1 isDesign M Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM7 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1s1 Story 3 iiii(liiti 1 2 — ' as U 2, aa . . o — / 1 LGUM410-SDS 2 LGUM410-SDS 9'4 3/4' y3 1/2" 9'4 3/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1636 2401 0 0 1221 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1636 2401 0 0 1221 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 lb Total Ld.Case Ld.Comb. 1 - 8.875" 18% 2401/2143 4545 Uniform D+0.75(L+C) LGUM... Analysis Results SDS 2401/2143 4545 Uniform D+0.75(L+C) Analysis Actual Location Allowed Capacity Comb. Case 2 8.875" 18% LGUM... Moment 6984 ft-lb 4'8 3/8" 73892 ft-lb 0.095(9%) D+L L SDS Unbraced 7860 ft-lb 4'8 3/8" 21529 ft-lb 0.365(37%) D+0.75(L+C)Uniform Shear 2704 lb 2'8" 15960 lb 0.169(17%) D+L L LL Defl inch 0.010(L/9247) 4'8 7/16" 0.202(U480) 0.050(5%) 0.75(L+C) Uniform TL Defl inch 0.022(U4361) 4'8 7/16" 0.269(U360) 0.080(8%) D+0.75(L+C)Uniform 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 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 9-4-12 (Span)17-5-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-14 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 9-4-12 (Span)26-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF DOt Self Weight 25 PLF Notes chemicals 6.For Rat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling a Installation pon°'n° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t.LVL beams must not be cut or dried Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer antauaton requirements. multi-ply n/everedgel (904)268 8225 ended the contractor to regarding ; ensure the component suitability of the intended fastening details,beam strength values.and code application.and to verify the dimensions and loads. approvals f I l la.A a 111 G Lumber 3.Damaged Beams must not be used ■url DIflU 4.Design assumes top edgeis laterally restrained fi ,.PLIES 1. 1.Dry service conditions.unless noted otherwise 5.Provide lateral 2.LVL not to be treated with fire retardant or corrosive TRUSS aisewMS lateral dispiamet port reat bearing points to avoid and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct"' alMil e Client: Grider Construction Date: 5/29/2019 Page 19 of 21 isDesigrn Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM7 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSED Level:1st Story — / MN 2' 47 - r 1L1 LGUM410-SDS 2 LGUM410-SDS 9'4 3/4" y3 1/2" 9'4 3/4" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 98.0% Load 239.5 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes cnecale 6.For Yat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies mi Calculated structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dried Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer toanufacturers product information responubiliy of the customer and/or the oontracfor to regarding stallation requirements, multi-pry www.WeyefhaeUSer.COfrl/eVBredge/ (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values.and code application,and to verify the dimeneens and loads. approvals mo G nnIn Lumber 3.Damaged Beams must not be used e e u It l~L O 1 0 4.Design assumes top edge is laterally restrained 1.Dry service conditions,unless naw otherwiseD 5 uP PLIrF s 5.Protide lateral support at beannq points to avoid 2.LVL not to be treated with fire retardant or corrosive TRUSS DIVISION" lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct•u a Client: Grider Construction Date: 5/29/2019 Page 20 of 21 U iSDeSigrn Project: Pecoraro Beach House Designer: James Bratcher 1. J J I I Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM8 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:2nd Story — 2 4 3 / 1'8" l=1 o 1 SP 2 SP - - - ' 52 1/2" y3 1/2" 52 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1241 981 0 0 140 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1433 1133 0 0 162 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 lb Total Ld.Case Ld.Comb. 1-SP 3.500" 32% 981/1241 2222 L D+L 2-SP 8.000" 16% 1133/1433 2566 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2220 ft-lb 2'5" 52603 ft-lb 0.042(4%) D+L L Unbraced 2220 ft-lb 2'5" 31146 ft-lb 0.071(7%) D+L L Shear 1665 lb 110 5/8" 13300 lb 0.125(13%) D+L L LL Defl inch 0.003 2'5" 0.110(L/480) 0.030(3%) L L (U17793) TL Defl inch 0.005(U9936) 2'5" 0.147(U360) 0.040(4%) D+L L Design Notes 1 Fasten all plies using 4 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 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 5-2-8 (Span)21-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-07 2 Tie-In 0-0-0 to 5-2-8 (Span)4-8-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-08 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 4 Uniform Top 68 PLF 0 PLF 0 PLF 0 PLF 58 PLF K03 Self Weight 20 PLF Notes chemicals 6.For nm rook provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation pending Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adegoaoy Of this component based on the t LVL beams must not be out or dosed Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufactures product information responsibility of the customer and/or the contractor to raga tying inaWabon requirements, met-Ply wvnv.weyerhaeuser.com/everedgel (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code application.and to verify the dimensions and loads. pprnvals Lumber 3.Damaged Beams must not be used a TU N L O I nO 1.Dry service conditions,unless noted oMarvese 4.Design assumes top edge is laterally restrained D S UPP LIE E 2.LVL not to be treated with Ire retardant or corrosive 5.Provide lateralsupport at bearing points to avoid TRIM 1)MalONrus lateral asps met and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'° • • Client: Grider Construction Date: 5/29/2019 Page 21 of 21 / Project: Pecoraro Beach House Designer: James Bratcher iSDeS1 Address 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM8 2.0E EverEdgeTM LVL 1.750" X 20.00011 2-Ply - PASSED Level:2nd Story 1'8" c4 1 SP 2 SP 52 1/2" y3 1/2" 5'2 1/2" Multi-Ply Analysis Fasten all plies using 4 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 88.6 Load 288.8 PLF Yield Limit per Foot 326.0 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemicals e.For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dulled Seattle,WA 32256 design cntena and baangs .hewn. It is Ne 2.Refer toanufacturer's product information responsibility of he customer and/or the contractor to regarding stallation requirements. multi-ply ensure (904)268-8225 appe the component suitability of the intended fastening details,beam strength values.and code ry�� - lication,and to venfy the dimensions and loads. approvals (t 0 l Ill G Lumber 3.Damaged Beams must not be used B U I LOU nil <.Design assumes top edge is laterally restrained SUP PLIES 1.Dry service conations.unless noted otherwise 5.Provide lateral support 2.LVL not to be treated with fire retardant or corrosive t Dearing pants to avoid TIM DIVISIONlat.rr a.gacemem sod rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructro PAT Lumber design values are in accordance with ANSI/I-PI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J180894-R - Pecoraro Beach House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: Pecoraro Beach House Model: . Lot/Block: . Subdivision: . Address: 1711 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 2 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. Seal# Truss Name Date 1 T18257114 D01 10/2/19 2 T18257115 D02 10/2/19 OFFICE COPY REVISION BP# DATE / / /Y / The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. 0%�� under my direct supervision based on the parameters ss- vL1US. provided by Manning Building Supplies. �. '\C E N S'•.• Truss Design Engineer's Name: Lee, Julius , 348 My license renewal date for the state of Florida is February 28, 2021. *; ` 11/1 •: IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF :LU that the engineer named is licensed in the jurisdiction(s)identified and that the • •` 4/ designs comply with ANSI/TPI 1. These designs are based upon parameters #•e • 'c� O shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��s• . O R •� TRENCO's customers iven to MiTek or TRENCO. ceroject purposeecific only,Iand wason included is for MiTek's or not taken into account in the le ,S,��N Al-18 � •s`, preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869 the building designer should verify applicability of design parameters and properly MITek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSIITPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 2,2019 Lee, Julius 1 of 1 1 Job Truss Truss Type Qty Ply Pecoraro Beach House 118257114 J180894-R D01 Common 5 1 Job Reference(optional) JG 1UNIT Manning Building Supplies,Jacksonville,FL 8.310 s Sep 9 2019 Mitek Industries,Inc.Tue Oct 1 16:45:36 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kyb04z-rW km8FgfR 1 OGeRStQno8kveW L2cJMueVQKszrUyXkaD 5-7-10 16-11-12j 10-11-12 14-11-12 16-3-141 21-11-8 5-7-10 1-4-2 4-0-0 4-0-0 1-4-2 5-7-10 REPAIR: REMOVE PORTION OF TRUSS SHOWN DASHED. Scale=1:47.5 • INSTALL 2 X 4 SP NO.2 MEMBERS CUT TO FIT TIGHT. THIS REPAIR IS APPLICABLE TO DRAWINGS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING T18257114,118257115;(TRUSSES:D01,D02). '+ + 32/16 EXP 1)TO EACH FACE OF TRUSS WITH 2 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. V//4 APPLY 2 X 6 SP NO.2 SCAB TO ONE FACE OF TRUSS. 4x4= ATTACH WITH 2 ROWS OF(0.131"X 3")NAILS SPACED 4"O.C. USE 2"MEMBER END DISTANCE. LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE 6 CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) I, MUST BE FULLY EMBEDDED AND UNDISTURBED. l 2-0-0 8.00 12 5 7 30"(h)x16"(w)4 /� 115 \ 8 30"(h)x16"(w) 3 A/ �. 5-6-0 ' 27 4X4�i 26 � , ��' 4X4 2 'ATTIC RESIDENTIAL LIMITED ACCESS' 10 20 PSF.STORAGE USE ONLY.,-�' io 1 1 i i vi 2i ummommimmonneriare /A%%%//////////////IMI ■ d .74 R14 13 12 5x8= 3X8 II 3x8 II 6-11-12 10-11-12 ( 14-11-12 I 21-11-8 I 6-11-12 4-0-0 4-0-0 6-11-12 Plate Offsets(X,Y)- [1:0-3-8,Edge),[11:0-4-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.37 14-20 >712 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.44 14-20 >603 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):15 SLIDER Left 2x6 SP No.2-x 2-6-0,Right 2x6 SP No.2-x 2-6-0 REACTIONS. (lb/size) 1=878/0-5-8,11=878/0-5-8 Max Horz 1=-247(LC 10) Max Uplift 1=-378(LC 12),11=-378(LC 12) Max Gray 1=932(LC 17),11=932(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ``��1 ��/// TOP CHORD 1-2=-455/110,2-26=-1249/533,3-26=-1218/542,3-4=-1119/479,4-5=-997/515, ,%S" v,:c1US �F //I� 7-8=-997/515,8-9=-1119/479,9-27=-1218/542,10-27=-1249/533,10-11=-455/110 %,.% � J . ••••.• F eI BOT 2=-314/997 WEBS 9-16=-356/216, 9-16—356/2116,3-14=-316/1082,-171 3562116,5-15=-1201/594,/976,1 16-115=1 201/594,14-17=-2/368, ♦�`♦` •• •�' E NS�••••• ,',i 4-17=-109/460,12-16=-2/368,8-16=-109/460 34869*i • ' NOTES- 1) r. • 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) i 13 • : 4/ 10-11-12 to 13-8-3,Interior(1)13-8-3 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for i O. 4/ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'j*� 4 R 0 V%••♦ 3)All plates are 1.5x4 MT20 unless otherwise indicated. �ej 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lit/ t��ss 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 "11111110— will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 378 lb uplift at joint 1 and 378 lb uplift at MITek USA Inc.FL Cert 6634 joint 11. 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: October 2,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10032015 BEFORE USE. la 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/WIl Quality Criteria,DSS-9 and BCSI Bolding Component 6904 Parke East Blvd. Safety Infonnetbnovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I a Job Truss Truss Type Oty Ply Pecoraro Beach House 718257115 J180894-R D02 Common 7 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.310 s Sep 9 2019 MiTek Industries,Inc. Tue Oct 1 16:58:14 2019 Page 1 ID:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-fLYJ ERr7xwuiaxOZq_OuT119YbH3zgO3jGU5SYyXkON 5-7-10 i6-11-12I 10-11-12 I 14-11-12 16-3-141 21-11-8 5-7-10 1-4-2 4-0-0 4-0-0 1-4-2 5-7-10 4x4= Scale=1:47.5 REFER TO DRAWING T18257114;(TRUSS:001) 4 FOR REPAIR DETAILS APPLICABLE TO THIS TRUSS. Li, 8.00 I12 18 19 1.5x4 1.5x4 3 6 20 4x4 i 17 3x4 2 6 d ,. :: . Ia $.71.4 I 8 3x8 II 5x8= 4x7 II 6-11-12I 10-11-12 I 14-11-12 21-11-8 6-11-12 4-0-0 4-0-0 6-11-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-4-11.0-0-1],[8:0-4-0.0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.31 8-15 >838 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MSH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 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*Except" :2x6 SP No.2 SLIDER Left 2x6 SP No.2-12-6-0,Right 2x4 SP No.2-12-6-0 REACTIONS. (lb/size) 1=878/0-5-8,7=878/Mechanical Max Horz 1=-247(LC 10) Max Uplift 1=-378(LC 12),7=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-974/205,2-17=-1225/567,3-17=-1200/580,3-18=-1043/490,4-18=-1010/504, 4-19=-1010/504,5-19=-1043/490,5-20=-1200/581,6-20=-1224/568,6-7=-898/101 BOT CHORD 1-8=-363/960,7-8=-364/929 WEBS 4-8=-311/778,5-8=-456/311,3-8=-457/309 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,:s.to. 11111111i1/ii�� II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) `%‘ LIDLE IIt 10-11-12 to 13-11-12,Interior(1)13-11-12 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C ss .U. E. F �j for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦� �G E S.N. S'•• �0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ \• F•••. 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 , N O 34869 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 378 lb uplift at joint 1 and 378 lb uplift at •joint 7. • ru...* . * LOAD CASE(S) Standard .0 •• • • .•4 O R,pP, ;�,♦ i 10 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 2,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. NI 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,seeANSVWPI1 Quality Cdteda,D38-89 and SCSI Balding Comlaonr nt 6904 Parke East Blvd. Safely Monnaforavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. I I Damage or Personal Injury MEDimensions are in ft-in-sixteenths. irbibb. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or x-bracin diagonal TOP CHORDS 9 g,is always required. See BCSI. 0_l/ld� 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves •LAI1 ! may require bracing,or alternative Tor I bracing should be considered. 4. stack3. Never exceedcopies tofonhe destrussign loading sbracedtohownthe and nbuildingever trusses. Provide materials thisinadequately design For 4 x 2 orientation, locate " c°-' cep designer,erection supervisor,property owner and plates 0-'/1,5"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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 SIZEPRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION • 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ' ri�� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. i 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 ore the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. %IMO reaction section indicates joint __ IMMI number where bearings occur. 17.Install and load vertically unless indicated otherwise. DE_ Min size shown is for crushing only. I=IIIIII0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for MetalMli project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is notand sufficient. • BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with p ' g Guide to Good Practice for Handling, ANSI/IP'1 Quality Criteria. Installing&Bracing of Metal Plate . Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 1 - her Lumber design values are in accordance with ANSI/I-PI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: J180894-F1 - Pecoraro Beach House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: Pecoraro Beach House Model: . Lot/Block: . Subdivision: . Address: 1711 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 1 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. Seal# Truss Name Date 1 T18949027 F1-25 12/19/19 OFFICE COPY REVISION BP# ReS/8 - 0 yid p.. .� DATE / / /5/ / do • SIGNED "hi r l,,l 1 3 2020 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters ........PSA. <e �e, provided by Manning Building Supplies. `�.`,�•Z�•.��CE I Truss Design Engineer's Name: Albani, Thomas •:• :o My license renewal date for the state of Florida is February 28, 2021. _ �,', IMPORTANT NOTE:The seal on these truss component designs is a certification :9* STATE OF : IQ that the engineer named is licensed in the jurisdiction(s)identified and that the 1.O•• �lV designs comply with ANSI/TPI 1. These designs are based upon parameters �i AN.*•'c :�?\, ••• �` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �, S'• R 1.• given to MiTek or TRENCO. Any project specific information included is for MiTek's orij 1O N A�-�C.`�` TRENCO's customers file reference purpose only,and was not taken into account in the � � preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Thomas A.Albans PE No.39380 the building designer should verify applicability of design parameters and properly MlTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: December 19,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Pecoraro Beach House T18949027' J180894-F1 F1-25 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 Mitek Industries,Inc. Thu Dec 19 07:53:15 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kyb04z-feG6Z2 LzlyyRgQ9YQLtpY5Z9W_DCGaOmCQ_H I?y7T6o 0-1-8 2-3-12 1 2-5-4 ilf5112I 2-3-12 1 p-10-Ci 1111 10-0-4 , Scale=1:41.2 $y, APPLY 2 X 4 X 8'SP NO.2 SCAB TO ONE FACE OF TRUSS 5-2-44, CENTERED ON DAMAGE/SPLICE.ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND(1 ROW)OF(0.131"X3")NAILS SPACED 2"ON CENTER IN ALL ALIGNING MEMBERS.USE 2"MEMBER END DISTANCE. 3x6 1.5x4 I I 1.5x4= 3x12 M18S = 3x5= 11.5x4 II 1.5x4 H 3x6 FP= 5x5= 6x8—_ 4 5 6 7 8 9 10 11 12 13 14 i. d ZI IgiV - 7 NMI 1 71/""NN‘ T• .cT ¢ N w m g 24 23 22 21 20 19 18 17 16 15 457= 3x5= 3x8 MT2OHS FP= 3x5= 1.5x4 II 4x7= 3x6= Two separate repairs:(1.) 2"notch in top chord only 5-2-4 from left end. (2.) 1 1/2"notch in top chord only 10-0-4 from left end. APPLY 2 X 4 X 4'SP NO.2 SCAB TO ONE FACE OF TRUSS CENTERED ON DAMAGE/SPLICE.ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND(1 ROW)OF(0.131"X3")NAILS SPACED 2"ON CENTER IN ALL ALIGNING MEMBERS.USE 2"MEMBER END DISTANCE. 1 2-8-4 5-11-12 33188-11-0 I 10-10-4 13-5-0 1 14-6-0 1 19-6-0 1 21-11-4 1 247-8 1 2-8-4 3-3-8 0i2 2-7-8 1-11-4 2-6-12 1-1-0 5-0-0 2-5-4 2-8-4 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[3:0-2-8,Edge],[5:0-1-8,Edge],[23:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.27 18-19 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.43 18-19 >675 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.07 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 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. (lb/size) 24=1048/0-7-10,15=1055/0-7-2 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1064/0,1-2=-2418/0,2-3=-2418/0,5-6=-2513/0,6-7=-3408/0,7-8=-3408/0, 8-9=-3366/0,9-10=-3366/0,10-12=-2279/0,12-13=-2279/0 BOT CHORD 22-23=0/2418,21-22=0/2286,19-21=0/3084,18-19=0/3366,17-18=0/3366,16-17=0/2951, 15-16=0/1309 WEBS 3-22=-307/0,1-23=0/2639,2-23=-783/0,5-21=0/401,3-5=-2412/0,3-21=0/317, 6-21=-727/0,6-19=0/416,8-19=0/295,13-15=-1622/0,13-16=0/1212,10-16=-840/0, 10-17=0/638 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. ,`,111111MM//�� 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. ,O�•$ A. it � Strongbacks to be attached to walls at their outer ends or restrained by other means. •%� . Al/B ./ 5)CAUTION,Do not erect truss backwards. • % ,••N G E Ns::..-14,-0, No 39380 =-V' :CC= i!� .41 • Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 19,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.1&V3r2015 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,notNIN 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,seeANSVIPI1 Quality Crlf•rla,DSBa9 and BCSI Bolding Component 6904 Parke East Blvd. Safety Infannafbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 s " Center plate on joint unless x,y offsets are indicated. I6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 I (Drawings not to scale) Damage or Personal Injury Ir...= Dimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For U-1/t e 4 wide truss spacing,individual lateral braces themselves I•Ii may require bracing,or alternative Tor I Adibracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cs a designer,erection supervisor,property owner and plates 0 'r6"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that cif 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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. ilh=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. M�,� 18.Use of green or treated lumber may pose unacceptable eirmli►ti environmental,health or performance risks.Consult with project engineer before use. Industry Standards: '' ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. - DSB-89: Design Standard for Bracing. jle RBCSI: Buildin Com onent Safe Information, 20.Desi n assumes manufacture in accordance with Guidegto Good Practice for Handling, k ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 -- mitLumber design values are in accordance with ANSI/IPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J180894-F1 - Pecoraro Beach House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Grider Construction Project Name: Pecoraro Beach House Mode!: . Lot/Block: . Subdivision: . , Address: 1711 Beach Ave, . mipop ...., nisl\IL City: Atlantic Beach State: FLu Name Address and License #of Structural Engineer of Record, If there is one, for the building. 0 Name: License #: i Mile cso Address: ,, City: State: 04 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Spe ` Loading Conditions): o Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 CC * Q 1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Ib p 0 Roof Load: 40.0 psf Floor Load: 65.0 psf 0 This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. 0 With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet V conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. W No. Seal# Truss Name Date No. Seal# Truss Name Date V 1 T17161422 A01 5/25/19 23 T17161444 F1-03A 5/25/19 2 T17161423 A02 5/25/19 24 T17161445 F1-04 5/25/19 LL- 3 T17161424 B01 5/25/19 25 T17161446 F1-05 5/25/19 1.1. 4 T17161425 B02 5/25/19 26 T17161447 F1-06 5/25/19 0 5 T17161426 001 5/25/19 27 T17161448 F1-07 5/25/19 6 T17161427 CO2 5/25/19 28 T17161449 F1-08 5/25/19 7 T17161428 CO3 5/25/19 29 T17161450 F1-09 5/25/19 8 T17161429 004 5/25/19 30 T17161451 F1-10 5/25/19 • 9 T17161430 005 5/25/19 31 T17161452 F1-11 5/25/19 10 T17161431 C06 5/25/19 32 T17161453 F1-12 5/25/19 11 T17161432 D01 5/25/19 33 T17161454 F1-13 5/25/19 12 T17161433 D02 5/25/19 34 T17161455 F1-14 5/25/19 13 T17161434 D03 5/25/19 35 T17161456 F1-15 5/25/19 JAN 1 3 2020 14 T17161435 D04 5/25/19 36 T17161457 F1-16 5/25/19 15 T17161436 D05 5/25/19 37 T17161458 F1-17 5/25/19 16 T17161437 E01 5/25/19 38 T17161459 F1-18 5/25/19 17 T17161438 E02 5/25/19 39 T17161460 F1-19 5/25/19 18 T17161439 E03 5/25/19 40 T17161461 F1-20 5/25/19 19 T17161440 F1-01 5/25/19 41 T17161462 F1-21 5/25/19 20 T17161441 F1-02 5/25/19 42 T17161463 F1-22 5/25/19 • 21 T17161442 F1-02A 5/25/19 43 T17161464 F1-23 5/25/19 22 T17161443 F1-03 5/25/19 44 T17161465 F1-24 5/25/19 The truss drawing(s)referenced above have been prepared by MiTek ♦,`♦��`PSt Aiiq�i,,,� USA, Inc. under my direct supervision based on the parameters ♦- 0� <B ,'e provided by Manning Building Supplies. ♦,�1`•.��G E NSF.•9'1• �•'. Truss Design Engineer's Name: Albani, Thomas ... ; ......,;„..00.-.-7-g1 0 My license renewal date for the state of Florida is February 28, 2021. _ � • cr IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF .-11../::: that the engineer named is licensed in the jurisdiction(s)identified and that the t�••. �4/ designs comply with ANSIITPI 1. These designs are based upon parameters �i '� ••;c( O P;••� ♦� shown(e.g.,loads,supports, �i FS • O R ♦♦ dimensions,shapes and design codes),which were C? given to MiTek or TRENCO. Any project specific information included is for MiTek's or ••, S'/• •�� ♦ TRENCO's customers file reference purpose only,and was not taken into account in the tit Al-',`��♦ preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Thomas A.Albani PE No.39380 the building designer should verify applicability of design parameters and properly MITek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Albani, Thomas 1 of 2 WNW RE: J180894-F1 - Pecoraro Beach House Site Information: Customer Info: Grider Construction Project Name: Pecoraro Beach House Model: . Lot/Block: . Subdivision: . Address: 1711 Beach Ave, . City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T17161466 F1-25 5/25/19 46 T17161467 F1-26 5/25/19 47 T17161468 F1-27 5/25/19 48 T17161469 F2-01 5/25/19 49 T17161470 F2-02 5/25/19 50 T17161471 F2-03 5/25/19 51 T17161472 F2-04 5/25/19 52 T17161473 F2-05 5/25/19 53 T17161474 F2-06 5/25/19 54 T17161475 F2-07 5/25/19 55 T17161476 F2-08 5/25/19 56 T17161477 F2-09 5/25/19 57 T17161478 FL2-01 5/25/19 58 T17161479 G01 5/25/19 59 T17161480 G02 5/25/19 60 T17161481 H01 5/25/19 61 T17161482 H02 5/25/19 62 T17161483 H03 5/25/19 63 T17161484 K01 5/25/19 64 T17161485 K02 5/25/19 65 T17161486 K03 5/25/19 2 oft Job Truss Truss Type MIR Qty Ply Pecoraro Beach House T17161422 'J180894-F1 A01 Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:47 2019 Page 1 ID:WOjKr4W03Xmm37t3wWAM6kybO4z-u2faPeUTmw9ULIVl1 FEQtY4XumVcSPeY4NIAoxzDFDs 14-7-8 22-8-8 14-7-8 8-1-0 4x4 = Scale=1:60.5 8 n 7 9 7.00 12 6 10 5 11 3x6 l• rj 12 m 4 d �� 3 2 3x4�i 0 N4d i - lilli 7- rl(j •.............•7•7.7•:.:•7.:.:.:•:•:•7•:•'•:•'•7.7.7.7.7.7.7•-•"*Wie•7•:•••7•7•7•:•:.:.7•:.:•:•:•7••••:.:•7•:.:.:.:.:.:.'.:.:.:.:.:.:.:•:•:•:•:•:•:•:.7•:1.•:•7•:•:1.7• 25 24 23 22 21 20 '19 18 17 16 15 14 13 3x4= 3x4 = 3x4= 22-8-8 i 22-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.16 Horz(CT) -0.01 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 8-17,7-18,9-16 REACTIONS. All bearings 22-8-8. (Ib)- Max Horz 25=438(LC 11) Max Uplift All uplift 100 lb or less at joint(s)17,18,22,16 except 25=-146(LC 10),13=-104(LC 11),19=-107(LC 12),20=-101(LC 12),21=-104(LC 12),24=-197(LC 12),15=-104(LC 12),14=-235(LC 12) Max Gray All reactions 250 lb or less at joint(s)13,17,18,19,20,21,22,16,15 except 25=273(LC 11), 24=294(LC 17),14=316(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-309/291,2-3=-264/204,6-7=-244/283,7-8=-307/356,8-9=-307/356, 9-10=-245/283 BOT CHORD 24-25=-415/409 WEBS 1-24=-330/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. `11111 I I I I III j� 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. `�I-A S A. <Iii, ll;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 14-7-8,Comer(3)14-7-8 `s II: . q B ', to 17-7-8,Exterior(2)17-7-8 to 22-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members �� ••�Q E•N S+'••'92'0 and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• c- •• 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. No 39380 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). -O• �'� • 7)Gable studs spaced at 2-0-0 oc. '.007-.2711r-, ; L(,/Z. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t�••• f''s-4i.,--_,....-- ��C/; 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i•'� 0..-*• •� will fit between the bottom chord and any other members. �j. • R ` %•� 10) Provideovpt(Jmechanical connection n1e10on19=107,(by others) of truss u s tot bearing 24=197, la1 capable of with14=23standing 100 lb uplift at joint(s)17,18,22,16 ''/ss'p N A�� RNs exThomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 re A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1N032015 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,seeANSVWP11 Qualify Criteria.DS149 and SCSI Building Compon.nt 6904 Padre East Blvd. Safety kdormallonovailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexondria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t * Qty Ply Pecoraro Beach House 1 T17161423 J180894-F1 A02 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:48 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-M FDyczV5XEHLzs4VaylfQmddsAgj BmBhJ 12IKNzD FDr 7-5-8 14-7-8 18-6-4 22-8-8 7-5-8 I 7-2-0 3-10-12 i 4-2-4 4x4= Scale=1:60.3 3 n 10 11 3x4 7.00 I12 4 12 4x4 i2x4 II 2 5 y 3x4 I I �" t v) \Ha ye mrieemminerimmemeormx 6 13 14 7 15 16 •6 6x6= 7x10 MT2OHS= 6x6= I 12-1-1 I 22-8-8 12-1-1 10-7-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.33 7-8 >818 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.66 7-8 >408 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.52 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:151 lb 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, 3-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-8,4-6 REACTIONS. (lb/size) 8=897/0-3-8,6=897/0-5-8 Max Horz 8=480(LC 11) Max Uplift 8=-379(LC 12),6=-392(LC 12) Max Gray 8=952(LC 17),6=984(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-354/212,2-3=-998/521,3-4=-852/463,4-5=-260/248,1-8=-373/219,5-6=-254/200 BOT CHORD 7-8=-620/1121,6-7=-308/550 WEBS 2-7=-501/385,3-7=-267/561,4-7=-70/372,2-8=-881/392,4-6=-980/498 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-7-8,Exterior(2) 14-7-8 to 17-7-8,Interior(1)17-7-8 to 22-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for `�t,11 U I l 11/i4 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`,kp,S A. X44 lIt,' 3)All plates are MT20 plates unless otherwise indicated. � Sr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� NO••\C•E�N S•• lip i, 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 k •• V F•••. • will fit between the bottom chord and anyother members,with BCDL=10.0psf. •• • ' p No 39380 ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=379,6=392. -O•• �� /IQ: 0, On til Gr• • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1W032015 BEFORE USE. mit 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,seeANSVtPII Quality Caddo,DS549 and SCSI Bolding Component 6904 Parke East Blvd. Safely Infonnatonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type r. ai QV Ply Pecoraro Beach House T17161424 J180894-F1 B01 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:49 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-q RnLgJ W j IXP Cboeh8gG uyzAuTa3gwK3rXhnGspzD FDq 5-10-0 5-10-0 555= 2x4 II Scale=1:36.3 1 2 ■ �M 11111111111.1111 NIMES 1M 5 6 7 r.1 4 HTU26 HTU26 HTU26 3 2x4 II 555= 5-10-0 5-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.09 3-4 >742 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 3-4 >420 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-0 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. (lb/size) 4=1830/0-5-8,3=1265/Mechanical Max Horz 4=295(LC 4) Max Uplift 4=-1010(LC 4),3=-754(LC 5) Max Gray 4=1928(LC 2),3=1335(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-249/297 BOT CHORD 3-4=-262/228 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 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. ``��1 111 I,! 3)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. �� S A // II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber _.%s OSP. ;4ZB //// DOL=1.60 plate grip DOL=1.60 :��`•.- G•E•N s- "j /�� 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 • No 39380 will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. *` 1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = "O / •/� ;(1./::CC 4=1010,3=754. .' •• .. �: 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. . 0• L4' �� 4/; starting at 0-11-4 from the left end to 4-0-4 to connect truss(es)to back face of bottom chord. i/'KN •• .• 4 O R , Ps• ,� 10)Fill all nail holes where hanger is in contact with lumber. //�S ....... • 0`� LOAD CASE(S) Standard //'/�51•O N A� % 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albani PE No.39380 Vert:1-2=-60,3-4=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:5=-885(B)6=-883(B)7=-883(B) Date: May 25,2019 1 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.101032015 BEFORE USE. ' Design valid for use only with MiTekiS 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 Quality Citt•rla,D5B49 and BCSI Belding Component 6904 Parke East Blvd. Safety YMormalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type l 3 Qty Ply Pecoraro Beach House T17161425 J180894-F1 B02 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:50 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-IdLj 1 fW L2rY3C9Dti Nn7VBi 19_QpfaN_mLXgOGzDFDp 3-11-4 7-10-8 3-11-4 3-11-4 6x6= 8x8= Scale=1:23.4 1 2 3 II • 75 8 4 6 HTU26 8x8= HTU26 6x6= 3x10 H HTU26 3-11-4 7-10-8 I 3-11-4 3-11-4 Plate Offsets(X,Y)-- [2:0-3-5,0-4-0],[4:0-3-0,0-4-4],[5:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 i Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 1 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS 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 8-4-7 oc bracing. REACTIONS. (lb/size) 6=2124/Mechanical,4=2125/Mechanical Max Horz 6=-183(LC 4) Max Uplift 6=-1036(LC 4),4=-1037(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1626/836,1-2=-1711/821 BOT CHORD 4-5=-882/1711 WEBS 1-5=-1120/2277,2-5=-677/1320,2-4=-2277/1119 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 D;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. ,��1 t 1111111 j,,� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide NO �p,S A. q� I,�� will fit between the bottom chord and any other members. %• B 5)Refer to girder(s)for truss to truss connections. 4. x••'s C•E•N S•• 'I2' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) F,.•, % 6=1036,4=1037. No 39380 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 5-11-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "O -P LOAD CASE(S) Standard • 0 -f-- �� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ... . — •Q:•• %� Uniform LoadsVert1(3If)60,4-6=-20 '��ss ••.. R 1.V.;•• • ` •, Concentrated Loads(Ib) ��i,,•�N'' �� Vert:5=-1214(B)7=-1214(B)8=-1214(B) Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 mit A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVIPI1 Quality Criteria.DS6-9 and SCSI Bolding Component 6904 Parke East Blvd. Safely Fdoanalbnsvailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type e a Qty Ply Pecoraro Beach House ' T17161426 J180894-F1 CO1 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 2415:26:51 2019 Page 1 ID:W OjKr4W 03Xmm37t3wWQA0M6kyb04z-mpv5F?Xzp9gwoJJo4G41M 1 OFBsNnSO538??GNxizD FDo 7-8-0 15-0- 28r7-8 I 7-8-0 7-4-88 i 26-2-6 1-2-14 2d-7-r2 26 6-3 0-3!5 5--11 8 4x4= TOP CHORD MUST BE BRACED BY END JACKSScale=1:66.3 ROOF DIAPHRAGM, OR PROPERLY CONNECTED 6 PURLINS AS SPECIFIED. 7 s / 7.00 FIT40 : 31 10 . r $ 734 40 11 4 • 35 12 32 - 33 3 y 1 13 4.00112 2 47 36 - : 5x5 14 545 3x5 i 37 4x10 42 15 16 7 .. 17 55555555555555555:::: 3x5= 25 24 23 6x8 29 28 27 26 5x8= 22 21 2019 28-7-8 I 5-2-0 l 9-8-13 1,04-19 15-0-8 I 19-2-3 121-2-14 I 26-9-8 128-4-311 34-7-0 5-2-0 4-6-13 d-11-19 4-3-14 4-1-11 2-0-11 5-6-10 1511 5-11-8 0-3-5 Plate Offsets(X,V)- [18:0-2-4,Edge],[24:0-4-0,0-3-0],[33:0.4-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.12 23-24 >999 180 BOLL0,0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 44 rVa n/a BCDL 10.01 Code FBC2017/TP12014 Matrix-MSH � Weight:250 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-9-7 oc purlins, 17-18:2x8 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):30,32,33,34,36,37,39,40,41,42 OTHERS 2x4 SP No.2 REACTIONS. All bearings 8-1-0 except(jt=length)29=5-5-8,27=5-5-8,28=5-5-8,26=0-3-8, 22=0-3-8. (Ib)- Max Horz 29=-336(LC 10) Max Uplift All uplift 100 lb or less at joint(s)29,18,20 except 27=-323(LC 12), 21=-379(LC 12),28=-166(LC 12),19=-152(LC 12) Max Gray All reactions 250 lb or less at joint(s)20,28 except 29=577(LC 18), 18=280(LC 1),27=405(LC 17),21=583(LC 18),19=467(LC 1),26=295(LC 3), 22=253(LC 3),18=280(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-546/100,1-2=-728/88,2-3=-706/203,3-4=-721/298,4-5=-690/302,5-6=-748/361, 6-7=-899/484,7-8=-895/503,8-9=-691/425,9-10=-681/399,10-11=-655/357, 11-12=-476/215,12-13=-445/174,13-14=-506/160,14-15=-480/80,15-16=-440/39, ,`��111111I/7j� 16-18=-424/0 BOT CHORD 28-29=-258/327,27-28=-8/578,26-27=-280/1063,25-26=-280/1063,24-25=-280/1063, ,4N,,Q�P...A..q�e�''� 23-24=-352/1144,22-23=-352/1144,21-22=-352/1144,20-21=0/420,19-20=0/412, s%�� CCEN 3••• '9.J,'•� 18-19=0/412 ` • �- F•••• • • WEBS 24-30=-370/851,30-31=-336/729,8-31=-291/546,27-38=-802/412,37-38=-653/317, No 39380 36-37=-663/320,32-36=-579/265,32-35=-434/224,34-35=-252/90,31-39=-417/119, 39-40=-439/138,33-40=-478/175,33-41=-991/430,41-42=-1046/466,42-43=-1055/475, 21-43=-1176/551,24-32=-516/294,24-33=-654/351,6-35=-340/242,3-38=-268/174, • 2-28=-271/213,16-19=-279/170,1-28=-50/597,11-33=-392/271 ='U•• • cc NOTES- 1) Unbalanced roof live loads have been considered for this design. 1�AN• O V•••••• �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. ,"j� ••.O R , G �� II; Cpi=0.18;MWFRS to 18-6-0,ntexp D; lrior(r((11)18-6-0 to 34-3-8 zone;lcant cantilever left and rightonal)and C-C rexposed;end vertical left and3-7-4 to 15-0-8,right exposed C C foror(2)15-0-8memberrs i��s/t;O N A;,��,` and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Thomas A.Albanl PE No.39380 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. MITek USA,Inc.FL Cert 6634 4)All plates are 1.5x4 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 5)Gable studs spaced at 2-0-0 oc. Date: 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 25,2019 Continued on Daae 2 r. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - li 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,seeANSVlP11 Quality Creetla,058.89 and SCSI BuIdlnp Component 6904 Parke East Blvd. Safety Monnafbnvvoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 , Job 'Truss Truss Type • } Qty Ply Pecoraro Beach House 117161426 IJ180894-F1 CO1 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:51 2019 Page 2 ID:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-mpv5F?Xzp9gwgJo4G41M 1 OFBsNnSO538??G Nx1zDFDo NOTES- 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)Bearing at joint(s)29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,18,20,18 except(jt=lb)27=323,21=379,28=166, 19=152. � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-7473 rev.10W3/2015 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/TP11 Qualify Cdt•da,DSI-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ‘ + Qty Ply Pecoraro Beach House T17161427 J180894-F1 CO2 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:26:52 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-EOTTSLYcaSonSTNGpopbacoJDn667Tj H EfOwTBzD FDn 7-8-0 15-0-8 22-4-4 28-7-8 34-7-0 7-8-0 7-4-8 7-3-12 6-3-4 5-11-8 Scale=1:67.0 5x5= 3 U. 7.00 FT 17 18 4x4 i 4x4 2 4 • \ 16 /\.' 4.00 12 5x5 3x4 I I r 5 19 3x4 6 7 0 11 20 21 10 22 23 9 24 25 8 6x6= 3x4= 6x6= 4x4= 4x7= 10-10-14 19-2-3 28-7-8I 34-7-0 i 10-10-14 8-3-4 9-5-5 5-11-8 Plate Offsets(X,Y)-- [7:0-0-0,0-2-3],[9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.27 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.57 10-11 >726 180 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. SLIDER Right 2x4 SP No.2-H 2-6-0 WEBS 1 Row at midpt 3-9,2-11 REACTIONS. (lb/size) 7=1378/0-5-8,11=1378/0-5-8 Max Horz 11=379(LC 10) Max Uplift 7=-593(LC 12),11=-593(LC 12) Max Gray 7=1405(LC 18),11=1452(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-403/231,2-3=-1927/916,3-4=-2159/1028,4-5=-3759/1746,5-7=-3299/1437, 1-11=-408/248 BOT CHORD 10-11=-544/1688,9-10=-289/1316,8-9=-742/1960,7-8=-1272/3064 WEBS 2-10=-387/332,3-10=-240/633,3-9=-480/1150,4-9=-956/560,4-8=-778/1604, 5-8=-1012/596,2-11=-1670/688 NOTES- 1)Unbalanced roof live loads have been considered for this design. `00111111/if 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. `�‘ S A. "I. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-4,Interior(1)3-7-4 to 15-0-8,Exterior(2)15-0-8 `.s0‘01 0 ... q<e '.j, to 18-6-0,Interior(1)18-6-0 to 34-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ,v •••�G•E N S q2 ,� and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • k F•.•• • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 7=593,11=593. Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 r, ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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,seeANSUTPI1 Quality CrM.rla,DS11-69 and SCSI IWSding Component 6904 Parke East Blvd. Safety Infonnallonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t ' Qty Ply Pecoraro Beach House T17161428 J180894-F1 CO3 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 a May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:53 2019 Page 1 ID:W 0JKr4W 03Xmm37t3wW AM6kybO4z-iC1 rghZELmwe3dySNVKg7pKQ3BN7s_uRSI lU?azDFDm 3-6-4 9-3-6 15-0-8 21-10-0 28-7-8 34-7-0 3-6-4 5-9-2 1 5-9-2 I 6-9-8 I 6-9-8 I 5-11-8 4x4= Scale=1:71.1 4 7,00 TIT 34 3 3x5 5 1.5x4 II 4.00 12 2 4x4 4x7 i 6 1 N. h V 12 11 16 17 10 18 9 8 3x12 M18SHS II 4x7 7x10= 8x8= 4x4= 2x4 I I HTU26 3-6-4 15-0-8l 21-10-0 I 28-7-8 I 34-7-0 3-6-4 11-6-4 6-9-8 6-9-8 5-11-8 Plate Offsets(X,V)— (1:0-3-0,0-1-81,[10:0-4-0,0-4-8],[11:0-4-4,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.22 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.43 10-11 >954 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress lncr NO WB 0.75 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, 1-4:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. 7-10:2x6 SP DSS WEBS 1 Row at midpt 3-11,3-10,4-10,5-10,6-9 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 7=1584/0-5-8,12=3276/0-5-8 Max Horz 12=-375(LC 23) Max Uplift 7=-695(LC 8),12=-1534(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3661/1702,2-3=-3690/1859,3-4=-1922/1017,4-5=-1945/1009,5-6=-2714/1246, 6-7=-3750/1641,1-12=3231/1492 BOT CHORD 11-12=-316/378,10-11=-842/2176,9-10=-885/2273,8-9=-1500/3500,7-8=-1493/3497 WEBS 2-11=-329/292,3-11=-943/1673,3-10=-906/590,4-10=-786/1544,5-10=-1026/573, 5-9=-186/592,6-9=-1292/648,1-11=-1472/3325 NOTES- 1) Unbalanced roof live loads have been considered for this design. `0111111111/11�� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. •% Ors PS A. A , II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber ♦♦ O '• . <6, d��, DOL=1.60 plate grip DOL=1.60 %♦��•• • G•E•N S'• 2 3)All plates are MT20 plates unless otherwise indicated. F•''. •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 • No 39380 • = 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(jt=lb) - * 7=695,12=1534. a-2.: �� :cc 7) Use Simpson Strong-Tie HTU26(20-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 3-6-4 from the left end to el' ,' IC/ connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 0 •��i �- IQ•:` 8) Fill all nail holes where hanger is in contact with lumber. .• �••.• • •� 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ij�s'•.,D R .• ♦♦♦ LOAD CASE(S) Standard i��ill ON Al. 0 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albanl PE N0.39360 Vert:1-4=-60,4-6=-60,6-7=-60,12-13=-20 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:11=-2105(F) Date: May 25,2019 1 / lo A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 fabricotion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/T111 Quality Criteria,D55-89 and SCSI Binding Component 6904 Parke East Blvd. Safety 6doimationavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t ' Oty Ply Pecoraro Beach House T17161429 J180894-F1 C04 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:54 2019 Page 1 ID:WOjKr4W03Xmm37t3wW AM6kybO4z-BOaEt1 as642UhnXexDs3f,tYEbncbQcahyVl X1 zDFDI 5-10-8 11-5-8 18-3-0 25-0-8 31-0-0 5-10-8 I 5-7-0 j 6-9-8 I 6-9-8 5-11-8 4x4= Scale=1:62.0 3 r, 7.00 Fii 17 18 3x4 i 2 3x5<� 4 1 16 • 2x4 II 1 4.00 12 111111111° :4x4 19 fi x4 r: 7 CV 111 _ o 17 1120 21 10 22 9 8 •-• 6x8= 5x8= 4x4= 1.5x4 II 4x7= 11-5-8I 18-3-0 25-0-8 { 31-0-0 11-5-8 6-9-8 6-9-8 5-11-8 Plate Offsets(X,Y)-- [7:0-0-0,0-2-3],[10:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.46 10-11 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.83 10-11 >448 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-7-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-10,4-10,5-9,2-11 SLIDER Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 7=1234/0-5-8,11=1234/Mechanical Max Horz 11=-432(LC 10) Max Uplift 7=-529(LC 12),11=-533(LC 12) Max Gray 7=1234(LC 1),11=1255(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-262/207,2-3=-1360/673,3-4=-1359/677,4-5=-1989/892,5-7=-2873/1276, 1-11=-289/194 BOT CHORD 10-11=-250/1007,9-10=-559/1577,8-9=-1126/2668,7-8=-1123/2671 WEBS 2-10=-92/267,3-10=-425/959,4-10=-1072/552,4-9=-165/516,5-9=-1154/600, 2-11=-1370/622 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,, ►011111 i1///� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. NO-,Ap,S A. .i pit II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-15,Interior(1)3-2-15 to 11-5-8,Exterior(2) `� e 11-5-8 to 14-6-11,Interior(1)14-6-11 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for %• ..Z.‘-',.'�C,E•N S•••-f2',i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• ' •• 3)This truss has been designed for a 10.0psf bottom chord live load nonconcurrent with anyother live loads. . g No 39380 ' 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,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 100 lb uplift at joint(s)except(jt=lb) -01 .-�' r7r. 7=529,11=533. . 4 N• R':'j::,...:'•••\.:44/4'S Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10ro32015 BEFORE USE. Design valid for use only with MiTekr5 connectors.This design is based only upon parameters shown,and Is for an IndNldual 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.delNery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DS6d9 and SCSI Buldlnp Component 6904 Parke East Blvd. Safety Infomratlonovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' Qty Ply Pecoraro Beach House T17161430 J180894-F1 C05 Roof Special Girder 1 e� G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:55 2019 Page 1 ID:W OjKr4 W 03Xmm37t3wW AM6kybO4z-fb8c4NaUtNALJx6rVwN I CEQmZ?60KmjwcEb4TzD FDk 7-8-0 15-0-8 23-0-0 28-7-8 _ __ 34-7-0 7-8-0 7-4-8 7-11-8 I 5-7-8 5-11-8 454= Scale=1:68.0 3 7.00 I12 4x4 i 34 2 4 • 4.00112 5x5 2x4 II 5 1 :: N. r: a gid: V =I - _ c 60 .: = Io 10 14 15 9 16 8 7 6x6= 8x8= 4x7= 8x8= 2x4 II HGUS26-2 11-11-12 23-0-0 28-7-8 34-7-0 i 11-11-12 11-0-4 5-7-8 5.11-8 Plate Offsets(X,Y)— 16:0.0.0,0-1-71,18:0-4-0,0-4-81[9:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.24 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.35 7-8 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:435 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, 5-6:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. 6-8:2x6 SP DSS WEBS 1 Row at midpt 3-9,5-8,2-10 WEBS 2x4 SP No.2 2 Rows at 1/3 pts 4-9 REACTIONS. (lb/size) 6=3532/0-5-8,10=2068/0-5-8 Max Horz 10=-375(LC 23) Max Uplift 6=-1670(LC 8),10=-965(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-428/260,2-3=-2740/1447,3-4=-2107/1105,4-5=-5762/2889,5-6=-8868/4214, 1-10=-381/253 BOT CHORD 9-10=-1004/2458,8-9=-2296/4872,7-8=-3944/8366,6-7=-3925/8335 WEBS 2-9=-277/367,3-9=-1026/2013,4-9=-3639/1941,4-8=-1444/3010,5-8=-3726/1740, 5-7=-499/288,2-10=-2654/1200 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,`01111111/g., Top chords connected as follows:2x4-1 row at 0-3-0 oc. ,N S A. 4 I,' Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �%S .. q e i Webs connected as follows:2x4-1 row at 1-0-0 oc. ��z" .••�C E•N S'• '92,. 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 •• F•••• / 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. N O 39380 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. _ : II;Exp D;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 "fl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;11.11111111:7R:1:119.1.0.r:..%\.1.447 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. �i�'�,[•��7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �j0Sl••• $6=1670,10=965. 8)Use Smpon Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 23-0-0 from the left end to connect truss(es)to ��IS4� , front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 9)Fill all nail holes where hanger is in contact with lumber. Thomas A.Albans PE No.39380 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1663 lb down and 689 lb up at MiTek USA,Inc.FL Cert 6634 28-7-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 25,2019 Continued on Daae 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cdt.do,DS1149 and SCSI Belding Component 6904 Parke East Blvd. Safety Nrorma1lonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Pecoraro Beach House T17161430 J180894-F1 C05 Roof Special Girder 1 A G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:55 2019 Page 2 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-fb8c4NaUtNAUx6rVwN ICEOmZ?60KmjwcEb4TzDFDk LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-6=-60,10-11=-20 Concentrated Loads(Ib) Vert:5=-1600(F)8=-1245(F) � I • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-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 ek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSV1P11 Qualify Cdteda,DSB-$9 and SCSI Balding Component 6904 Parke East Blvd. Safely I foimaianavailoble from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Pecoraro Beach House T17161431 J180894-F1 C06 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:56 2019 Page 1 ID:WOjKr4W03Xmm3713wW AM6kybO4z-7ni_Ijb6ehlCw4h12euXkSyweOON3MCt8G_BcvzDFDj 7-8-0 15-0-8 22-10-8 7-8-0 7-4-8 7-10-0 8x8= Scale=1:60.3 3 it g 10 7.00 12 11 4x4 4x4 4 2 \ '..1• 8 3x4 II 1 ur r. 7+3 rr � ' 12 13 6 14 15 5 5x5= 6x12 M1BSHS= 6x6= 11-5-4 22-10-8 11-5-4 11-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.52 5-6 >519 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 I Vert(CT) -0.79 5-6 >343 180 M18SHS 244/190 BCLL 0.0 ' I Rep Stress lncr YES WB 0.65 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins, 3-4:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-7,3-5 REACTIONS. (lb/size) 7=903/0-5-8,5=903/Mechanical Max Horz 7=485(LC 11) Max Uplift 7=-382(LC 12),5=-396(LC 12) Max Gray 7=982(LC 17),5=1015(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-386/233,2-3=-1079/558,3-4=-375/344,1-7=-400/239,4-5=-430/324 BOT CHORD 6-7=-639/1177,5-6=-344/658 WEBS 2-6=-507/385,3-6=-248/839,2-7=-943/362,3-5=-898/393 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-0-8,Exterior(2) 15-0-8 to 18-0-8,Interior(1)18-0-8 to 22-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ``�{11111II///, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� S A.Il 3)All plates are MT20 plates unless otherwise indicated. `% OW.. A�e "i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦% sZ•••�C E N S••.'92'0 ♦ • 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 • F •• will fit between the bottom chord and any other members,with BCDL=10.0psf. • 6)Refer to girder(s)for truss to truss connections. No 39380 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) •' 7=382,5=396. ="O �� e '_.rr : Q•• ,107-4"-,%7'._ •((/ • i` �•it ••. OR1 • \• `•♦ V-61 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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.seeANSVTPlI Quality Cdfeda,DS11-e9 and BCSI Building g Component 6904 Parke East Blvd. Safety biformafonovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161432 J180894-F1 001 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:57 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-bzGMV2ckP?Q3YEGDcLPmHfVAgopCotvONwjh8MzD FDi 5-7-10 10-11-12 16-3-14 21-11-8 5-7-10 i 5-4-2 I 5-4-2 I 5-7-10 4x4= Scale:1/4"=1' 4 n 8,00 li 18 19 1.5x4 Q 1.5x4•i 3 5 20 4x4- 17 4x4 6 IJ �1 1 7 IIIIIMIIIIIIMISMINIIIIIIIWIIIIIIIIIIIMMINIIIIIIIIMII ItN B 3x8 I 5x8= 3x8 II 10-11-12 21-11-8 �0-�1-12 10-11-12 Plate Offsets(X,Y)— [1:0-3-8,Edge],[7:0-4-15,Edge],[8:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.14 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.29 8-15 >909 180 BCLL 0.0 * Rep Stress lncr YES WB 0.37 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:115 lb FT=20 • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 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 2x6 SP No.2-H 2-6-0,Right 2x6 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=878/0-5-8,7=878/0-5-8 Max Horz 1=-247(LC 10) Max Uplift 1=-378(LC 12),7=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1225/580,3-4=-1043/504,4-5=-1043/504,5-7=-1225/580 BOT CHORD 1-8=-363/960,7-8=-363/930 WEBS 4-8=-311/779,5-8=-457/309,3-8=-457/309 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 D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) 10-11-12 to 13-11-12,Interior(1)13-11-12 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C `,1�1111111/i77 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�tS A. �/, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •N� O�P........qkB �1. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `%• � .•* GE N d'..-74/0� will fit between the bottom chord and any other members. V F • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = N O 39380 I. 1=378,7=378. • * • = -'O• . O.:3.17711111111:Ak-70°. �;, • �• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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. Brocing 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 Qualify Cdterla,055-59 and SCSI Sinding Component 6904 Parke East Blvd. Safety IMonnafloravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T171614331 J180894-F1 D02 Common 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:57 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-bzGMV2ckP?Q3YEGDcLPmHfVAgoo2otv0Nwjh8MzDFDi 5-7-10 10-11-12 16-3-14 21-11-8 5-7-10 I 5-4-2 I 5-4-2 1 5-7-10 4x4= Scale:1/4'=1' 4 8.00 12 18 19 1.5x4-� 1.5x4 �i 3 5 20 4x4 i 17 3x4 2 8 r `� 1 7 AI W tV N dp le IIIIIMEMEMINIMINMMIlliraW d Nall8 3x8 I 5x8= 4x7 II 10-11-12 21-11-8 10-11-12 I 10-11-12 1 Plate Offsets(X,Y)— [1:0-3-8,Edge],[7:0-4-11,0-0-1],[8:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.31 8-15 >838 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 i Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 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 2x6 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=878/0-5-8,7=878/Mechanical Max Horz 1=-247(LC 10) Max Uplift 1=-378(LC 12),7=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1225/580,3-4=-1043/504,4-5=-1043/504,5-7=-1224/581 BOT CHORD 1-8=-363/960,7-8=-364/929 WEBS 4-8=-311/778,5-8=-456/311,3-8=-457/309 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) 10-11-12 to 13-11-12,Interior(1)13-11-12 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C `�0%111111.p,� for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%� S A • l11 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� O�P q�B ��i 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 %s ••'�C•E•N s''..-14,'• will fit between the bottom chord and any other members. k •• F •• 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 lb uplift at joint(s)except(jt=lb) No 39380 •1=378,7=378. • ./lam„di ! Ii' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03'2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building 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 guidonce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Quality CuBula,D3849 and BCSI Building Component 6904 Parke East Blvd. Safely Molmafonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply Pecoraro Beach House I T17161434 J180894-F1 D03 Common Girder 1 1 i _ ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:26:58 2019 Page 1 ID:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-3AgkjOdMAIYwAOgQA3w?gt2KJCBQXKDAcaTFgozD FDh 5-7-10 10-11-12 16-3-14 21-11-8 5-7-10 i 5-4-2 5-4-2 I 5-7-10 4x4= Scale:1/4'=1' 4 PI 8.00 FIT 1.5x40 1.5x4-i 3 5 3x4 i 3x4, 2 8 `1 1 7 II �� W ]a CA �� 17 8 4x10 = HTU26 8x8= 4x10= 10-11-12 21-11-8 I 10-11-12 10-11-12 Plate Offsets(X,Y)-- (1:0-1-12,0-1-3],[1:Edge,0-2-6],[7:0-1-12,0-1-3],[7:Edge,0-2-6],[8:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.22 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x8 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-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=1465/0-5-8,7=1266/Mechanical Max Horz 1=244(LC 24) Max Uplift 1=-434(LC 8),7=-414(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1784/615,3-4=-1667/538,4-5=-1662/538,5-7=-1856/614 BOT CHORD 1-8=-404/1662,7-8=-402/1500 WEBS 4-8=-375/1457,5-8=-337/343,3-8=-348/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;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 ``t�1%%I111guggg�' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . `^ S A. /�, 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 `�• O '. -, B ♦,, will fit between the bottom chord and any other members. ♦♦�� .••\C E•N S•••'92 , 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 lb uplift at joint(s)except(jt=lb) N O 39380 1=434,7=414. 2:0 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 8-10-12 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. "fl 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 _, '411/1 •�L ' �-'11, LOAD CASE(S) Standard �i,'II.,. O R 1 Q' •• �,♦ 1) Dead+Roof Live Uniform Loads ( )60,4-7=-60, 9 Lumber): 12nOcrease=1.25,Plate Increase=1.25 ,�' SI0411::-..."111"—A: N• k • ‘..%.:4 `♦ V 411111110 Concentrated Loads(lb) Vert:17=-997(B) Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. l- 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,seeAN$l/Ipt1 Qualify Cdteda,DSS-119 and SCSI Bolding Component 6904 Parke East Blvd. Safety InMnnalblgvailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Pecoraro Beach House T17161435 J180894-F1 D04 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:26:59 2019 Page 1 ID:W 0jKr4W 03Xmm37t3wW AM6kyb04z-XMO7wkd?xcgnnYPckmR EM4aRHcO4GmJJrECoDEzD FDg 2-0-4I 7-4-6 i 13-0-0 2-0-4 5-4-2 5-7-10 8.00 12 4x4= Scale=1:47.3 2 4x4�iI 1 lill 12 1.5x4 ii 3 - 13 3x4 4 ` , 5� . Ia 7 6 3x4 I I 3x8= 3x8 II I 2-0-4 I 13-0-0 2-0-4 10-11-12 Plate Offsets(X,Y)— [1:0-1-4,0-1-121,[5:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.24 6-10 >633 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.50 6-10 >310 180 BCLL 0.0 ' i Rep Stress Incr YES WB 0.43 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 5=514/Mechanical,7=514/Mechanical Max Horz 7=-420(LC 10) Max Uplift 5=-205(LC 12),7=-238(LC 12) Max Gray 5=514(LC 1),7=544(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-404/306,2-3=-371/249,3-5=-995/341,1-7=-773/365 BOT CHORD 6-7=-430/427,5-6=-166/429 WEBS 3-6=-544/369,1-6=-381[743 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-0-4,Interior(1)5-0-4 to 13-0-0 zone;cantilever left 0%11111i/iv I and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber `.0% S /.� I, DOL=1.60 plate grip DOL=1.60 N• 0,-......... I,,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� . s G•E N 3•• '9Z �� 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 anyother members. 5)Refer to girder(s)for truss to truss connetions. NO 3*9380 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=205,7=238. 7."U . * • CC T•..�• P .` °0i �s•• ORtVI•• c.,\ \_s ' . -, S'o Sy' %S,� NA Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 I I mi. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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.seeANSUIP11 Quality Cr eeda,05689 and BCSI Building Component 6904 Parke East Blvd. Safety hdormalbmvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House T17161436 J180894-F1 D05 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:00 2019 Page 1 ID:W Oj Kr4W 03Xmm37t3wW AM6kyb04z-?YyV84ediwoePi_oHTyTv17gLOrk?F7S3uyMIgzDFDf 4-11-0 4-11-0 1 2 Scale=1:36.4 wimmi • II ■ hum m-, ►i 52x4 6 0 4 HTU26 HTU26 4x4=3 4-11-0 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.09 3-4 >595 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-MP Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. REACTIONS. (Ib/size) 4=1222/0-3-8,3=1017/Mechanical Max Horz 4=-340(LC 4) Max Uplift 4=-196(LC 4),3=-96(LC 5) Max Gray 4=1350(LC 26),3=1152(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-520/124,2-3=-370/0 BOT CHORD 3-4=-302/263 WEBS 1-3=-284/284 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 D;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. 111111111/, ,, �� 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `O� S A. ,I,�� will fit between the bottom chord and any other members. q.%0" ........A 4, ,i 5)Refer to girder(s)for truss to truss connections. `%% sZ+ .••\C EN S•..'92 ,° 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) •• V F • 4=196. No 39380 . 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14, 15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. Air starting at 0-11-12 from the left end to 2-11-12 to connect truss(es)to back face of bottom chord. =-D: :cc F.9) Fill all nail holes where hanger is in contact with lumber. l(J 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0i •. V''... 4/, • LOAD CASE(S) Standard °i,,'3••..9.R 1..•• c . 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 111 S/0 �\ �� Uniform Loads(plf) 4,"n1111110'N Al- • 11 Vert:1-2=-160(F=-100),3-4=-110(F=-90) Concentrated Loads(Ib) Thomas A.Albanl PE No.39380 Vert:5=-496(B)6=-494(B) MITek USA,Inc.FL Cert 6634 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Continued on oaae 2 I mit r.� 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IOdV32015 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 brocing 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 Cdti da,DS1149 and ICS!Building Compon.nt 6904 Parke East Blvd. Safely Infonnalbnavallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 717161436, J180894-F1 D05 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 S May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:00 2019 Page 2 ID:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-?YyV84ediwoePi_oHTyTv17gLOrk?F?S3uyMIgzD FDf LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-150(F=-100),3-4=-110(F=-90) Concentrated Loads(Ib) Vert:5=-431(B)6=-430(8) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-120(F=-100),3-4=-130(F=-90) Concentrated Loads(Ib) Vert:5=-349(8)6=-346(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45(F=-100),3-4=-96(F=-90) Horz:1-4=25,2-3=30 Concentrated Loads(Ib) Vert:5=243(B)6=244(B) 5) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45(F=-100),3-4=-96(F=-90) Horz:1-4=-30,2-3=-25 Concentrated Loads(Ib) Vert:5=243(8)6=244(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=43,2-3=12 Concentrated Loads(Ib) Vert:5=256(8)6=258(B) 7) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-12,2-3=-43 Concentrated Loads(Ib) Vert:5=256(B)6=258(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-60(F=-100),3-4=-96(F=-90) Horz:1-4=-39,2-3=39 Concentrated Loads(Ib) Vert:5=243(8)6=244(B) 9) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77(F=-100),3-4=-96(F=-90) Horz:1-4=-39,2-3=39 Concentrated Loads(Ib) Vert:5=243(B)6=244(8) 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-21,2-3=21 Concentrated Loads(Ib) Vert:5=256(8)6=258(B) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-21,2-3=21 Concentrated Loads(Ib) Vert:5=256(B)6=258(B) 12) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-120(F=-100),3-4=-110(F=-90) Concentrated Loads(Ib) Vert:5=-239(B)6=-237(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F-90) Horz:1-4=32,2-3=9 Concentrated Loads(Ib) Vert:5=174(8)6=175(B) 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=-9,2-3=-32 Concentrated Loads(Ib) Vert:5=174(8)6=175(8) 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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,seeANSVlPII Quality Cdt.rla.DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety In loenalbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply Pecoraro Beach House T17161436 J180894-F1 D05 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:00 2019 Page 3 I D:W OjKr4 W 03Xmm37t3wW AM6kybO4z-?YyV84ediwoePi_oHTyTv17gLOrk?F?S3uyMIgzDFDf LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=-15,2-3=15 Concentrated Loads(Ib) Vert:5=174(8)6=175(B) 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=-15,2-3=15 Concentrated Loads(Ib) Vert:5=174(B)6=175(8) 17) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45(F=-100),3-4=-96(F=-90) Horz:1-4=25,2-3=30 Concentrated Loads(Ib) Vert:5=-377(B)6=-376(B) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45(F=-100),3-4=-96(F=-90) Horz:1-4=-30,2-3=-25 Concentrated Loads(Ib) Vert:5=-377(8)6=-376(8) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=43,2-3=12 Concentrated Loads(Ib) Vert:5=-364(B)6=-362(8) 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-12,2-3=-43 Concentrated Loads(Ib) Vert:5=-364(B)6=-362(8) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-60(F=-100),3-4=-96(F=-90) Horz:1-4=-39,2-3=39 Concentrated Loads(lb) Vert:5=-377(B)6=-376(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77(F=-100),3-4=-96(F=-90) Horz:1-4=-39,2-3=39 Concentrated Loads(Ib) Vert:5=-377(8)6=-376(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-21,2-3=21 Concentrated Loads(Ib) Vert:5=-364(B)6=-362(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-121(F=-100),3-4=-110(F=-90) Horz:1-4=-21,2-3=21 Concentrated Loads(Ib) Vert:5=-364(8)6=-362(B) 25) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=32,2-3=9 Concentrated Loads(Ib) Vert:5=-477(B)6=-475(B) 26) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=-9,2-3=-32 Concentrated Loads(Ib) Vert:5=-477(B)6=-475(B) 27) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Continued on rase 4 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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,seeAN$VIP11 Quality Criteria,D3849 and BCD Bolding Component 6904 Parke East Blvd. Safely Ytbnnafonovailoble from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Pecoraro Beach House T17161436 J180894-Ft D05 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:00 2019 Page 4 ID:W OjKr4W03Xmm37t3wWAM6kybO4z-?YyV84ediwaePi_oHTyTvl7gLOrk?F?S3uyMIgzDFDf LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=-110(F=-90) Horz:1-4=-15,2-3=15 Concentrated Loads(Ib) Vert:5=-477(B)6=-475(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-151(F=-100),3-4=110(F=-90) Horz:1-4=-15,2-3=15 Concentrated Loads(Ib) Vert:5=-477(B)6=-475(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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.seeAtattnPll Quality Criteria,DSI-$9 and ICSI Building Component 6904 Parke East Blvd. Safety YMoenafbnavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Pecoraro Beach House T17161437 J180894-F1 E01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:01 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-TI VtLQfFTDwV 1 sZ?rBUi RVgy_P I NklkclYhvH7zDFDe 10-5.12 20-11-8 10-5-12 10-5-12 i 4x4= Scale=1:43.9 7 8.00 6 ilk: 6 12 5 9 4 10 5x5 11 5x5 J 2 3 12 1nii � , IMILEEmla`` 3 i co 6x8= 23 22 21 20 19 18 17 16 15 14 6x8 3x4= 20-11-8 20-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-2,12-13:2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-11-14. (Ib)- Max Horz 1=-224(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1 except 19=-110(LC 12),20=-114(LC 12),21=-114(LC 12), 23=-111(LC 12),17=-111(LC 12),16=-114(LC 12),15=-114(LC 12),14=-110(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,18,19,20,21,23,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-2 to 3-1-2,Exterior(2)3-1-2 to 10-5-12,Comer(3)10-5-12 to 13-5-12,Exterior(2)13-5-12 to 20-10-6 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,`011111111/11, Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. s' S A, l,, 4)All plates are 1.5x4 MT20 unless otherwise indicated. •% • xi, ........G E�N S•'.-1i.i,� 6)Gable studs spaced at 2-0-0 oc. k V •• / 0 7)This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. ♦ 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ..` N O *3 80 will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) - • 19=110,20=114,21=114,23=111,17=111,16=114,15=114,14=110. 10 . �I� 1 CC Z i_ ' ._ t • 4 ... •( .v • • °i FSi••.,0 R x;••'c.1 % Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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.see/UM/WI'Quality Criteria.DS1419 and!SCSI Building Component 8904 Parke East Blvd. Safely 1Normatbrnvailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type ' a Qty Ply Pecoraro Beach House T17161438 J180894-F1 E02 COMMON 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:02 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-yx3FYmgtEX2Me?8BPu?x__jC2Ap W CT9wl XCRSgZzD FDd 5.4-11I 10-5-12 I 15-6-12 20-11-8 5-4-11 5-1-1 5-1-0 5-4-12 4x4= Scale=1:46.0 4 8.00 FIF 18 19 1.5x4 1.5x4 3 5 20 4x4.1.:- 17 4x4 2 8 4 *S114. 1a�, ■wa 117 dl •• II Id r. 8 a. 3x8 I 5x8= 3x8 I I 10-5-12 20-11-8 I 10-5-12 I 10-5-12 I Plate Offsets(X,Y)— [1:0-3-8,Edge],[7:0-4-15,Edge],[8:0-4-0,0-3-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 1 Vert(CT) -0.24 8-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 i Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH 1 Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-7 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 2x6 SP No.2-H 2-6-0,Right 2x6 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=838/0-5-8,7=838/0-5-8 Max Horz 1=-236(LC 10) Max Uplift 1=-361(LC 12),7=-361(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1164/554,3-4=-994/483,4-5=-992/483,5-7=-1163/554 BOT CHORD 1-8=-345/912,7-8=-345/881 WEBS 4-8=-298/741,5-8=-433/294,3-8=432/294 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-5-12,Exterior(2)10-5-12 to 13-5-12,Interior(1)13-5-12 to 20-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ,,��/ 1 11Iii11,, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� PS A. 'q< ,��/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� I 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 �V •.••�G E•N ••,....-1-S , . will fit between the bottom chord and any other members. ' •• �' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : No 39380 1=361,7=361. '..., 4 p R ,p•'•��,. '�i�i,SO N A ��`�� Thomas A.Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 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 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 Milk** is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANS'TPIl Quality Criteria.DSI-$9 and ICSI Bolding Component 6904 Parke East Blvd. Safety Informallanovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` ay Ply Pecoraro Beach House T17161439 J180894-F1 E03 COMMON GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:03 2019 Page 1 ID:W 0jKr4W 03Xmm37t3wWAM6kyb04z-07ddm6gV_gADG9jNzcW AXwICJDwaCRgvIsAOM?zDFDc 5-4-10_— - I 10-5-12 I 15-6-14 I 20-11-8 5-4-10 5-1.2 5-1-2 5-4-10 5x5= Scale:1/4•=1' 4 Imo\ 8.00 I12 3x5* 3x5 3 5 3x4 i -Z.,2 8 r 1 7 111111111M111-0111MINIMI r Iii esi iszr 19 2010 21 22 23 9 24 25 8 26 27 HTU26 HTU268x8= HTU26 8x8 — HTU26 HTU26 3x10 II HTU28 6x8 II 5x8 I HTU26 HTU26 HTU26 HTU26 5-4-10 I 10-5-12 I 15-6-14 I 20-11-8 5-4-10 5-1-2 5-1-2 5-4-10 Plate Offsets(X,Y)-- [1:0-1-3,0-1-12],[1:0-5-7,0-2-0],[7:0-1-3,0-1-12],[7:0-5-13,0-3-0],[9:0-4-0,0-5-4],[10:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.10 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.16 9-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:296 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=4923/0-5-8,7=5315/Mechanical Max Horz 1=233(LC 24) Max Uplift 1=-2189(LC 8),7=-2363(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-6414/2893,3-4=-4748/2210,4-5=-4750/2211,5-7=-6607/2979 BOT CHORD 1-10=-2283/5267,9-10=-2283/5267,8-9=-2359/5438,7-8=-2359/5438 WEBS 4-9=-2231/4859,5-9=-1948/987,5-8=-849/2002,3-9=-1737/891,3-10=-759/1789 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 05%111111//I�_ 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 `�� PS A. q �� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� 4.e /,, 3) Unbalanced roof live loads have been considered for this design. `�, �O••�(',•E•N 3•• -9j`-i_ 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. k •• 0 F•••• II;Exp D;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 ... N • O 19380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord and any other members. '0 ,.....-"P 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(jt=lb) °0• i�, �4/; 1=2189,7=2363. �i .••-f--=-- 9) Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. °,,09(:,'•. O R 1 '••Q .:: starting at 2-0-4 from the left end to 20-0-4 to connect truss(es)to back face of bottom chord. , J (�\ %% 10) Fill all nail holes where hanger is in contact with lumber. �I��/111111110" �N A;t��`` LOAD CASE(S) Standard Thomas A.Albanl PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-60,4-7=-60,11-15=-20 Date: May 25,2019 Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mil-ek®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 Qualify Cdfeda,DSS-89 and SCSI Belding Component 6904 Padre East Blvd. Safety k fe,maItonovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Pecoraro Beach House T17161439 J180894-F1 E03 COMMON GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:03 2019 Page 2 ID:W Oj Kr4W O3Xmm37t3wW AM6kybO4z-Q7ddm6gV_gADG9jNzcW AXwICJDwaCRgvIsAOM?zDFDc LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:17=-860(B)19=-858(B)20=-858(B)21=-858(B)22=-858(B)23=-858(B)24=-858(B)25=-858(B)26=-858(8)27=-858(B) • 1 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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/lPII Quality CAt.da,Ds11-e9 and t1CSl Building Component 6904 Parke East Blvd. Safety ktformallortavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply Pecoraro Beach House 117161440 J180894-F1 F1-01 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:03 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-O7ddm6gV_gADG9jNzcW AXwICvDsW CdcvIsAOM?zDFDc 0-3-8 H I 2-5-4 1-3-8 Scale=1:20.0 3x6 II 3x3= 3x3= 3x4= 1.5x4 I I 1.5x4 II 3x4= 3x3 II 1 2 3 4 5 6 7 o > (\x)� o a l _ �o 0 —NI- d N e e a 11 10 93x3 3x3= 3x3= 3x6= - 11-11-8 b-3-� 11-8-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.09 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.16 8-9 >888 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=746/0-3-8,1=746/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=0/623,3-4=-1155/0,4-5=-1155/0,5-6=-1155/0 BOT CHORD 10-11=0/803,9-10=0/1155,8-9=0/826 WEBS 6-8=-1024/0,3-11=-1003/0,6-9=0/467,3-10=0/485 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 00%11111U/1. .••0p0Ps A. qZB tiv', •"IA.'. No 39380 *, .9� '::0. -----•:.c7" '�i:i,S�O N A,��,• Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 t 1 hu A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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/TP11 Quality Cdtsdo,D5549 and SCSI Bolding Component 6904 Parke East Blvd. Safety Mormaflorpvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Pecoraro Beach House T17161441 J180894-F1 F1-02 Floor 4 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:04 2019 Page 1 ID:WOjKr4W03Xmm37t3wWAM6kybO4z-uKBOzSh71814uJIaWJ1 P38HLgd5hxz52_WwZuSzDFDb 0-1-8 H I 2-5-4 Q-6-QI 1-10-14 1 Scale=1:38.9 6x6= 1.5x4 II 5x5= 1.5x4= 1.5x4 H 5x5= 1.5x4 II 3x3= 3x3= 1.5x4 II 3x6 FP= 1.5x4 II 5x8= 1 2 3 4 5 6 7 8/ N / t t22 N - -N220 19 18 17 18 15 14 13 4x4= 5x10= 3x8 MT2OHS FP= 4x7= 3x3= 4x7= 5x10= 3x3 I I 1.5x4 II 23-1-14 23-1-14 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[12:0-3-0,Edge],[21:Edge,0-1-8],[22:0-1-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.27 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.46 15-16 >600 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:134 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 13-19:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:18-20. REACTIONS. (lb/size) 21=1481/0-5-8,13=1489/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1475/0,12-13=-1480/0,1-2=-1895/0,2-3=-1895/0,3-4=-4075/0,4-5=-4075/0, 5-6=-4527/0,6-7=-4527/0,7-8=-4078/0,8-10=-4078/0,10-11=-1894/0,11-12=-1894/0 BOT CHORD 18-20=0/3177,17-18=0/4527,16-17=0/4527,15-16=0/4505,14-15=0/3179 WEBS 12-14=0/2327,1-20=0/2287,11-14=-348/0,2-20=-345/0,10-14=-1606/0,3-20=-1603/0, 10-15=0/1124,3-18=0/1122,8-15=-301/0,4-18=-330/0,7-15=-540/0,5-18=-764/0, 7-16=-278/361 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 to be attached to wallsbacks,on datthei outer,spaced at oroc and fastened to each restrainedrestrained by othermeans.truss with 3-100(0.131"X 3")nails. ,,,0`A,PS 1 A.1 q�111 4)CAUTION,Do not erect truss backwards. % B i No 39380 �? A'''SS�4 N A ENA .`. III III • Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 1 mit Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-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 Qualify Cited%DSII-69 and SCSI loading Component 6904 Parke East Blvd. Saffy IMomlallonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type * Qty Ply Pecoraro Beach House T17161442 J180894-F1 F1-02A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:05 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-M W IOBniI W SQxVTtm41 YecLgW F1 VLgP RCDAf7QuzD FDa 2-6-12 1-10-2 2-5-4 I 0-918 2-6.12 I 1-11-8 I 1-10-2 I9-6.9 Scale=1:39.4 4x4= 12x14 MT2OHS= 10x12 M18SHS= 1.5x4 II 3x3 II 4x7= 1.5x4 I I 4x10= 1.5x4 = 1.5x4 = 4x10= 5x8= 1 2 3 4 5 6 21-- 3x6 II 3x6 II 11 12 13 14 f_ i� _ revzI • 8 9 1-. I,' • 7 ' _ V — ; CM :t''''' r:- Q e c • k Id 26 25 24 23 22 21 20 19 18 17 16 15 4x7= 3x10 MT2OHS FP= 3x4= 1.5x4 II 3x3= 7x10 MT2OHS= 34 II 6x6= 84= 3x6 II 4x10= 22.4 II 20-9-0 2-8-41 5-0-8 i 7-8-0 7-1112 10-8-0 I 17-9-0 I 19-8-10 ?0-5-19 I 23 -1-14 2-8-4 2-4-4 2-7-8 0- 2 2-8-4 7-1-0 1-11-10 0-9-0 2-4-14 0-3-6 Plate Offsets(X,Y)— [4:0-1-8,Edge],[5:0-1-8,Edge],[6:0-2-8,Edge],[7:0-7-8,Edge],[9:0-3-0,Edge],[11:0-2-8,Edge],[12:0-1-8,Edge],[14:0-3-0,Edge],[16:0-1-8,Edge], [17:0-1-8,Edge],[19:0-1-8,Edge],[22:0-1-8,Edge],[23:0-1-8,Edge],[26:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.31 20-21 >887 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.51 20-21 >544 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:169 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)`Except* TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, 1-6,11-14:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 26=1483/0-5-8,15=1480/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-1554/0,2-3=-3149/0,3-4=-3149/0,4-5=-4070/0,12-13=-2084/0,13-14=-2084/0, 7-8=-5510/0,8-9=-5510/0,9-10=-5510/0 BOT CHORD 25-26=0/1827,23-25=0/4070,22-23=0/4070,21-22=0/5659,20-21=0/5691,19-20=0/5514, 18-19=0/4253,17-18=0/4242,16-17=0/2084 WEBS 2-26=-2264/0,2-25=0/1652,3-25=-290/0,5-22=0/417,10-19=0/1584,7-20=-527/364, 9-19=-511/0,14-16=0/2533,12-17=0/435,13-16=-434/0,4-23=0/666,4-25=-1156/0, 7-22=-1856/0,5-7=-3924/0,10-12=-2031/0,10-17=-2635/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. ��,,1 t h I lli IIII,� 2)All plates are MT20 plates unless otherwise indicated. �‘� �p,S A. A� I, 3)The Fabrication Tolerance at joint 10=7% %• &leo 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. ,s% X\ •• G E N S'••.-IA.', Strongbacks to be attached to walls at their outer ends or restrained by other means. •• V F • % % No 39380 ;O••;;moi <v. Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10V3r2015 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 o 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 MiNek' 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 Qualify CM•da,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safely Monnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Pecoraro Beach House 717161443 J180894-F1 F1-03 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:06 2019 Page 1 ID:W 0)Kr4W 03Xmm37t3wW AM6kybO4z-giJmO7j OHIZn7dSyek3t8ZN hFQoXPtm LSq PgzKzD FDZ 2-5-4 I 1-6-14 1 038 I Scale=1:39.7 1.5x4 I I 1.5x4 I I 353 = 5x8= 1.5x4 5x5= 1.5x4 II 3x3= 3x4= 3x6 FP= 5x5= 1.5x4 I 13x3= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 Nt. - t L L i L - - • ci ,.1 7 d N 22 21 20 19 18 17 16 15 14 3x3 II 5x10= 3x8 MT2OHS FP= 3x8= 354= 4x7= 5x10= 1.5x4 I I 1.5x4 II 22-8-6 22-11 114 22-8-6 0-3-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[13:0-1-8,Edge],[17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.25 17 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.41 16-17 >653 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.01 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:133 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 14-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:19-21. REACTIONS. (lb/size) 22=1463/0-5-8,13=1463/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1455/0,1-2=-1860/0,2-3=-1860/0,3-4=-3972/0,4-5=-3972/0,5-6=-4378/0, 6-7=-4378/0,7-8=-3956/0,8-10=-3956/0,10-11=-1806/0,11-13=-1810/0 BOT CHORD 19-21=0/3107,18-19=0/4378,17-18=0/4378,16-17=0/4363,15-16=0/3085 WEBS 13-15=0/2212,1-21=0/2286,11-15=-282/0,2-21=-351/0,10-15=-1599/0,3-21=-1558/0, 10-16=0/1088,3-19=0/1082,8-16=-302/0,4-19=-335/0,7-16=-541/0,5-19=-712/0, 7-17=-271/342 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. L00111111111,1 t' 1111111,,1, Strongbacks to be attached to walls at their outer ends or restrained by other means. ss -APS A. A< 11 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. %• B i 5)CAUTION,Do not erect truss backwards. %• �O•'�G E N S•• "12''l • No 39380 .441 ':i�i,SO N A;E• � 4.4 � ��. Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 I 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a 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 MIR** 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.seeANS1/IPI1 Quality Cdt.da,DSB49 and SCSI Belding Component 6904 Parke East Blvd. Safety IMomralorravailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161444 J180894-F1 F1-03A Floor 1 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:07 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-Iul8cTk023heln08CSa6hmvs2g868K4UgU8DVmzOFDY 2-6-12 2-1-10 2-5-4 I 0-Q,8 2-6.12 I I 1-11-8 I 2-1-10 1 0018 1I ale=1:39.7 12x14 MT2OHS= 1Ox12 M18SHS= 3x3= 5x8= 1.5x4 II 5x5= 1,5x4 1.5x4= 1.5x4= 4x10= 3x3= 6x6= 1 2 3 45 5x12= 6 3x6 II 3x6 11 12 13 14 e 8 9 1,.7 N I Cd: d N ( N 'la OMe 25 24 23 22 21 20 19 18 17 16 15 3x3 II 5x10= 3x8 MT2OHS FP= 3x4= 1.5x4 II 3x3= 5x5= 1.5x4 II 5x10= 1.5x4 II 4x4= 7-8-4 1 10.8-0 1 17-9-0 I 22-8-6 22-11I ,14 7-8-4 2-11-12 7-1-0 4-11-6 0-3-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-2-8,Edgej,[7:0-7-4,Edge],[9:0-3-0,0-0-0],[11:0-2-8,Edge],[12:0-1-8,Edge],[14:0-1-8,Edgej,[18:0-1-8,Edge], [21:0-1-8,Edge],[22:0-1-8,Edge] LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.33 19-20 >821 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.54 19-20 >504 360 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.64 Horz(CT) 0.02 14 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017ITPI2014 Matrix-SH Weight:157 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, 7-10:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-23:2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 25=1458/0-5-8,14=1454/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 1-25=-1446/0,1-2=-1848/0,2-3=-1848/0,3-4=-3973/0,4-5=-3973/0,12-14=-1800/0, 7-8=-5149/0,8-9=-5149/0,9-10=-5149/0 BOT CHORD 22-24=0/3095,21-22=0/3973,20-21=0/5483,19-20=0/5514,18-19=0/5149,17-18=0/3737, 16-17=0/3716 WEBS 1-24=0/2271,2-24=-352/0,5-21=0/329,3-24=-1558/0,10-18=0/1708,7-19=-699/0, 9-18=-709/0,14-16=0/2200,3-22=0/1121,5-7=-3864/0,7-21=-1715/0,10-12=-1730/0, 10-16=-2277/0 NOTES- ,`, 0 11111/g/I 1)Unbalanced floor live loads have been considered for this design. ,�� A Cj A. 441/t,,' 2)All plates are MT20 plates unless otherwise indicated. %% e 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. .% �O••\C s•• 12''� Strongbacks to be attached to walls at their outer ends or restrained by other means. k••• 0 F•••. % •• 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No 39380 5)CAUTION,Do not erect truss backwards. * . •..�R�• Cj S, •N� Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 nsv.10/932015 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 CAhAa,DS11a9 and SCSI Bolding Component 6904 Parke East BNd. Safety Informalbnovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y Qty Ply Pecoraro Beach House T17161445 J180894-Fl F1-04 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:08 2019 Page 1 ID:W 0j Kr4 W 03Xmm37t3wW AM6kyb04z-m5R W ppkepNpVN WbL196LE_S?tEUgto0ev8un1 DzDFDX 0-3-8 H 2-5-4 I 1-2-12 0r3 8 Scale=1:38.1 3x3= 3x5= 3x3= 6x6= 3x3= 3x5= 3x3= 3x3= 3x6 FP= 3x3= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 2S o c7., o _ Z N • • se o a e 22 21 20 19 18 17 16 15 14 5x10 = 3x8 MT2OHS FP=3x8= 3x8= 5x10= 01318 22-0-4 22r3112 0-3-8 21-8-12 0-3-8 Plate Offsets(X,Y)-- [1:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.21 18 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.35 17-18 >747 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:127 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 14-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 1=1404/0-3-0,13=1404/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1731/0,3-4=-1727/0,4-5=-3721/0,5-6=-3721/0,6-7=-4047/0,7-8=-3719/0, 8-10=-3719/0,10-110-1726/0,11-13=-1731/0 BOT CHORD 19-21=0/2925,18-19=0/4047,17-18=0/4047,16-17=0/4047,15-16=0/2925 WEBS 13-15=0/2115,1-21=0/2115,11-15=-288/0,3-21=-289/0,10-15=-1498/0,4-21=-1498/0, 10-16=0/993,4-19=0/995,8-16=-350/0,5-19=-351/0,7-16=-681/29,6-190-679/29 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 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 Strongbacks to be arttached to wallsbacks,on dge,spaced at their outerat 10-0-0 oc and fastened ends or restrained by other means.each Nss with 3-10d(0.131"X 3")nails. ,,O.W111111111PAi�',,, 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. `� B No 39380 �?1� j .•4 �Q•. ,•y_ l'iiiiiii lot- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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.seeANSV1P11 Quality Cdteda,DSB49 and BCSI Bolding Component 6904 Parke East Blvd. Safely Informatlan rvoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type r i Qty Ply Pecoraro Beach House T17161446 J180894-F1 F1-05 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:09 2019 Page 1 ID:WOjKr4W 03Xmm37t3wW AM6kybO4z-EH_v091 GagxM_4AXJSdamB?EbeyvcMcn8odKZfzD FD W 0-3-8 I-1 1 2-5-4 1 P-3-21 Scale=1:16.2 1.5x4 II 3x6 II 353= 3x3= 353= 1.5x4 II 3x6= 1 2 3 4 5 8 4 • • - ( _ - • N 10 9 89x3 3x3= 3x3= 3x3 II 10-3 81 8-5-14 1 0-3.8 8-2-6 Plate Offsets(X,Y)-- [1:0-3-0,Edge[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.10 9-10 >999 360 BCLL 0.0 i Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:54 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=521/0-3-8,1=521/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=0/399,6-7=-514/0,3-4=-550/0,4-5=-550/0,5-6=-550/0 BOT CHORD 9-10=0/503,8-9=0/550 WEBS 3-10=-629/0,6-8=0/675,5-8=-380/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 01 s0\4�PS1 A.11111/1 A//4 O •.-"///,.°° No 39380 J c • Thomas A.Albani PE N0.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 ► 0 WARNING-Verify design parameters snd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 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 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,seeANSVIPIl Quality Cdteda,DS8-69 and ICS!Belding Component 6904 Parke East Blvd. Safety Inlonnatio available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 117161447 J180894-F1 F1-06 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:09 2019 Page 1 ID:W OiKr4W03Xmm37t3wW AM6kybO4z-EH_v091GagxM_4AXJSdamB?AW etZcODn8odKZfzDFD W 1 0-6-2 11 '-t1 2-5-4 3116 1 3x3 II 2 3 Scale=1:12.8 � III U MOM N Ell MN ME =, 5 3.3= 4 Iti 3x3 11 3x3 11 1 0-10-10 I 3-6-14 1 0-10-10 2-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.07 4-5 >591 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.11 4-5 >355 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc puriins, 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=216/0-5-8,4=216/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 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. tooluititly No 39380 ''it Sto ,�NAl� •‘%s llemo Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 re 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 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,seeANSI/WPl1 Quality Cdteda,051149 and SCSI Euiding Component 6904 Parke East Blvd. Safety MormaAbnovollable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T17161448 J180894-F1 F1-07 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fe May 24 15:27:10 2019 Page 1 ID:W OjKr4W 03Xmm3713wW AM6kybO4z-jTYH EVmuL_3DcEIjta8pJPXUU2NVLrSxMSNt65zD FDV 1.5x4 II 1.5x4 II 1 3x3 II 2 3 4 3x3 II Scale=1:12.8 4 • N •i••OOOOO•OOO•O••O•J•••••i iii i Oi.••i•i•i•i•i•PO•••00��e.W i Oi i OiWee..0 :•:iii..ve,....v....000iiiiiiii•:.ii�i�.v...iiii�i....tme.....iiiii1ii .iiii.0i. 8 7 6 5 3x3 " 1.5x4 II 1.5x4 II 3x3 II 3-6-14 3-6-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 3-6-14. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,011111/1/11. %%s�,0p,S A. A40� '.• No 39380 * n. I. :cr i1 ' •V�.r7',r• • 4,/.r. '� 00 k9/O.3.:.:. A;c.v. ••• •iiiiiii Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. ileil' • Design valid for use only with Mttek®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.seeANSVIPI1 Qualify Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely YdonnatIanavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 J _. Job Truss Truss Type Qty Ply Pecoraro Beach House T17161449 J180894-F1 F1-08 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:10 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-jTYH EVmuL_3DcEIjta8pJPXKH2DoLrUxMSNt65zDFDV 0-6-2 2-5-4 316= 1 3x3 H 2 1.5x4 I I 3 Scale=1:11.1 __U 1111 111 oi ■■ ■d ■r ■■ ■■ I.;ii ,- 3x3= :,g 5 4 3x3 11 3x3 I I I 0-10-10 3-6-14 0-10-10 2-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.07 4-5 >591 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.11 4-5 >355 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 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=216/0-5-8,4=216/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 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. 01111111///ii. .••,,,Z, ..•\� GE•Ns%.1,/,'. 2 ° No 39380 tit 1. "t\_•. P : •• • iiiiiiiiiitt Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 _ 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1QN3,2015 BEFORE USE. MI 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,seeANSVIPIl Quality Citeda.DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safe*iklfotmatblgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161450 J180894-F1 F1-09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:11 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-Bg6fRmW 61 B4EOKwRHf2rc4c8RgR4FJ4b66ReYzDFDU 2-5-4 I I 2-5-0 I Scale=1:15.3 THA426 6x6 = THA426 3x6 II THA426 3x6 II THA426 6x6= 1 9 2 10 3 11 4 q ir • 8 7 • 3x4= 6 5 3x4= 3x3 11 3x311 8-0-8 8-0-8 Plate Offsets(X,Y)-- [3:0-3-0,0-0-0],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.02 6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:59 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=665/Mechanical,5=692/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-654/0,4-5=-681/0,1-2=-704/0,2-3=-704/0,3-4=-704/0 BOT CHORD 6-7=0/704 WEBS 4-6=0/855,1-7=0/855,2-7=-457/0,3-6=-459/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 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 THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-2-4 from the left end to 7-2-4 to connect truss(es)to back face of top chord. `,��1 1111i'4111;11;/•/41'',/,' 1��' 6) Fill all nail holes where hanger is in contact with lumber. �� PS A' . ��I� 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). . B LOAD CASE(S) Standard % •• \' �•••. ' •• 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate increase=1.00 No 39380 Uniform Loads(pit) Vert:5-8=-10,1-4=-120 Concentrated Loads(Ib) Vert:3=-83(B)9=-83(B)10=-83(B)11=-96(B) :"0 • /� • CC . • i' +� ,,.,, tv•• '•:%‘% ip• 0.°#4.i'''.:-'''':- - ••4/ • ,fit_ . iiiiilliiiills Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 r I 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A88-7473 rev.10/03'2015 BEFORE USE. rat 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/7PI1 Duality Cdt.da,DSB-$9 and BCSI Bolding Component 6904 Parke East Blvd. Safety Ido,matlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House I T17161451 J180894-F1 F1-10 Floor 4 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:11 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-Bg6fRm W 61 B4EOK W RHf2rc4YEReW 4G 14b66ReYzDFDU 0-1-8 H 2-5-4 I I 2-5-0 I scale=1:14.9 1.5x4 II 1.5x4 I I 3x6= 1 3x3= 2 3 4 • • • • • • 9 _ 1.5x4 0.1 • 3x3= 8 7 6 5 3x3= 3x3= 3x311 8-0-8 I 8-0-8 Plate Offsets(X,Y)-- [9:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.06 5-6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.06 5-6 >999 360 BCLL 0.0 I Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:48 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=499/Mechanical,5=506/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-488/0,4-5=-495/0,1-2=-514/0,2-3=-514/0,3-4=-514/0 BOT CHORD 6-7=0/514 WEBS 4-6=0/632,1-7=0/617,2-7=-335/0,3-6=-340/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 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. ` 111111111/// ��N.`,�PS A qZ/lt S , No 39380 • i '.its/S'0 N A ��` NS %‘ Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. hut 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 Oual ty CiIt•da.DS11.89 and SCSI Building Component 6904 Parke East Blvd. Safety Mokmallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Oty Ply Pecoraro Beach House T17161452 J180894-F1 F1-11 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:12 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-fsg l fBn8tbJxrYv6_?AHOgdjhr?opjDDgms_A_zDFDT 0-3-8 I-I I 2-5-4 I I 1.2.14I 3x6 II 3x3= 3x3= 3x3= 1.5x4 II 3x6= Scale=1:14.1 1 2 3 4 5 ' I I 0 - N II 9 3x3 3x3= 8 7 6 1.5x4 II 3x3 II 03-8 7-0-6 10-3-81 6-8-14 Plate Offsets(X,Y)-- [1:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 6-7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=426/Mechanical,1=426/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=0/291,5-6=-411/0,3-4=-387/0,4-5=-387/0 BOT CHORD 8-9=0/387,7-8=0/387 WEBS 5-7=0/475,3-9=-479/0,4-7=-271/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ;tJk ?. tIIIIA q<B�'.i 'T No 39380 it//VIII Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 mll a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/1015 BEFORE USE. r.� 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSViPl1 Quality Criteria,DSB-$9 and BCSI Bolding Component 6904 Parke East Blvd. Safety Infomlallowvailable from Truss Rate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 117161453 J180894-F1 F1-12 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:12 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kyb04z-fsg 1 fBn8tbJxrYv6_?AHOgdjU rwHpfyDgms_A_zDFDT 0-3-8 I—II 2-5-4 I 2-0-2 Scale=1:25.8 6x6= 3x3= 3x3= 1.5x4 I I 3x4= 1.5x4 I I 3x3= 1.5x4 II 4x7= 1 2 3 4 5 6 7 8 I.1 1.6 e X _N $ a s a s •-7 1.- • 14 13 a 12 11 10 a 9K 1.5x4 II 4x7= 1.5x4 II 3x3= 4x7= 3x3 II 3 5-5-0 I 15-4-6 0 3-8 5-1-8 9-11-6 Plate Offsets(X,Y)-- [1:0-1-8,Edge],[4:0-1-8,Edge],[8:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.21 10-11 >850 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.32 10-11 >551 360 BCLL 0.0 Rep Stress lncr YES WB 0.41 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:88 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 9=967/0-2-0,1=967/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-968/0,1-3=-1108/0,3-4=-1104/0,4-5=-1862/0,5-6=-1862/0,6-7=-1174/0, 7-8=-1174/0 BOT CHORD 12-13=0/1862,11-12=0/1862,10-11=0/1757 WEBS 8-10=0/1443,1-13=0/1352,7-10=-332/0,3-13=-310/6,6-10=-729/0,4-13=-981/0, 6-11=-39/353 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 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 o be to ls at r outer ends or eans. ii 4)Gap between inside of top cho d bearing and first diagonal orrestrained vertical web shall not exceed 0.500in. `,O`A PS'A„q�i�It�'' 5)CAUTION,Do not erect truss backwards. �� B 9 i ;.k•.' \,\G•E N SF ••2i • No 39380 ,'ISS'O N A�E;%%% Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut 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/IPII Quality Ci tech,D5549 and SCSI Binding Component 6904 Parke East Blvd. Safely IMonnallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 l Job Truss Truss Type Qty Ply Pecoraro Beach House T17161454 J180894-F1 F1-13 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:13 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-72EPsXonevRoTiU IYihW x19rZFCGY8NN3QbYiQzDFDS 2-5-4I I 1-10-11 I Ox118 Scale=1:16.7 3x4= 1.5x4 II 1.5x4 II 1.5x4= 1 3x8= 2 33x3= 4 5 • • • • • • o • — — 11 I • . 9 N V e • e e s 10 9 8 7 3x4= 1.5x4 II 3x6= 3x3 II 3x3= 10-0-15 i 10.0-15 Plate Offsets(X,Y)-- 15:0-1-8,Edge],[9:0-1-8,Edqe],[11:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.14 7-8 >846 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.20 7-8 >588 360 BCLL 0.0 Rep Stress lncr YES WB 0.27 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:61 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=639/Mechanical,6=631/0-2-15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-655/0,5-6=-628/0,1-2=-774/0,2-3=-774/0,3-4=-724/0,4-5=-724/0 BOT CHORD 8-9=0/774,7-8=0/774 WEBS 5-7=0/871,1-9=0/951,4-7=-414/0,2-9=-425/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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. 0011111//ii. ' lee :%• ��• \GEN$'••q�i'0 No 39380 "481111110- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 INCLUDEDMITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND �'- 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. Addifional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPII Quality C11eda,DS/49 and BCSI Bolding Component 6904 Parke East Blvd. Safety Monnaltenovailobie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161455 J180894-F1 F1-14 Floor Girder 1 1 Job Reference(optional) l Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:14 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-b Fon4spP PDZf5r3V6QDITFi 1 afbSHZU W H4L5FszD FD R 2-5-4 2-0-3 Scale=1:16.6 THA426 Special 6x6= THA426 3x6 II THA426 3x6 I, THA426 6x6= THA426 3x6 I I 1 10 2 11 3 12 4 13 14 • o • • od N ki— , 9 8 • 7 3x3= 6°/ 5x5= 3x3 II 3x6=- 7-4-11 7.4-11 10-0-15 7-4-11 I 2-8-4 Plate Offsets(X,V)-- [3:0-3-0,0-0-0],[8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.09 6-7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.19 6-7 >636 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=903/Mechanical,6=1166/0-2-15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-904/0,5-6=-393/0,1-2=-1183/0,2-3=-1183/0,3-4=-1183/0 BOT CHORD 7-8=0/1183,6-7=0/1071 WEBS 4-6=-1312/0,1-8=0/1438,2-8=-759/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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 THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the left end to 9-4-8 to connect truss(es)to front face of top chord. ,,��11%111'l i/,�i, 6)Fill all nail holes where hanger is in contact with lumber. ,''APS A. , , I,�' 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)210 lb down at 9-11-7 on top %% lam`• e chord. The design/selection of such connection device(s)is the responsibility of others. ,�� X\ .•" G E�N S•• 1,/,'.. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). F•••. " • LOAD CASE(S) Standard No 39380 • ' 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:6-9=-10,1-5=-120 "O• 1 Concentrated Loads(Ib) i,U Z L Vert:5=-171(F)10=-120(F)11=-120(F)12=-120(F)13=-120(F)14=-141(F) i 0 .. 4/ '7i1i,S�O N A,sc.. •• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 � 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTekrE 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 fPII Quality Crtterla,DS1149 and SCSI Bolding Component 6904 Parke East Blvd. Safety IMoenallerpvailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Pecoraro Beach House TI7161456 J180894-F1 F1-15 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:14 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-bFon4spPPDZf5r3V6QDITFi?2faJHVmW H4L5FSzDFDR 2-0-12 I 2-5-4 I I 1-7-6 I I 2-0-12 110-6.00 Scale=1:22.1 Special 8x8= 4x10= 1.554 Il 457= THA426 THA426 THA426 6 3x6= 7 8 9 6x6= 3x6 I I 3x6 II • , 1 2 17 3 4 18 5 v • e N • ! • s e 6 d ° �• e s 16 15 14 13 12 11 14 1.5x4 II 4x7= 3x3= 3x3 II 3x5= 5x5= 3x3 II 10-3-10 I 4-9-10 I 7-2-14 i 9-6-10 110-2-14 I1 12-10-6 12-p11-14 4-9-10 2-5-4 2-3-12 0-8-4 2-6-12 0-1.8 0-0-12 Plate Offsets(X,Y)-- [2:0-1-8,Edge],(4:0-3-0,0-0-0],[5:0-2-8,Edge],[7:0-1-8,Edge],[9:0-3-0,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],[15:0-1-8,Edge],[16:Edge,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.18 13-14 >857 360 BCLL 0.0 Rep Stress lncr NO WB 0.64 Horz(CT) 0.01 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 6-9:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 10=933/0-2-0,1=1051/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-954/0,2-3=-1988/0,3-4=-1988/0,4-5=-1988/0,7-8=-1187/0,8-9=-1187/0 BOT CHORD 14-15=0/1988,13-14=0/2244,12-13=0/2205,11-12=0/1187 WEBS 5-14=-341/0,2-15=0/2279,3-15=-1019/0,9-11=0/1459,7-12=0/257,8-11=-488/0, 5-7=-1001/0,5-12=-1223/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 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. ,,01111111//ii i 5) Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-1-2 from the left `,OOPS A, 44 it. end to 5-1-2 to connect truss(es)to front face of top chord. ,„.% B 6)Fill all nail holes where hanger is in contact with lumber. ;c E N........ •-.11, • 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 lb down at 7-4-6 on top k V F / °• chord. The design/selection of such connection device(s)is the responsibility of others. : No 39380 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard — • * - 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '"0• ,00407 :cc Uniform Loads(plf) 11� � L Vert:10-16=-10,1-2=-120,2-5=-120,6-9=-120 i 0:,,,19;;C::::::: : �YConcentrated Loads(Ib) •i�' � �Vert:5=-83(F)3=-83(F)17=-83(F)18=-83(F) •� ' ` N 1111111 Thomas A.Alban}PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is Design valid for use only with MITekra connectors.This design is based only upon parameters shown,and Is for an individual building component,not o 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/iPI1 Quality Cdterb,DS849 and SCSI Iluiding Component 6904 Parke East Blvd. Safely Infomratonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161457 J180894-F1 F1-16 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:15 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-3RMAHCq 1 AW hW i?ehg7k_OS FFP3yM01 eg W k4enJzDFDQ 2-5-4 0-048 Scale=1:22.1 1.5x4 ll 1.5x4 II 3x3= 3x3= 1.5x4 I I 4x7= 1 4x7= 2 3 4 5 6 7 O O N • Z 13 12 • 11 10 9 8 3x3 II 4x7= 3x3= 4x7= 3x3 11 1.5x4 11 5-7-8I 13-3-12 5-7-8 7-8-4 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[7:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 I TC 0.47 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 13=849/Mechanical,8=849/0-2-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-836/0,7-8=-842/0,1-2=-994/0,2-3=-994/0,3-4=-1460/0,4-5=-1460/0,5-6=-1002/0,6-7=-1002/0 BOT CHORD 11-12=0/1460,10-11=0/1460,9-10=0/1434 WEBS 7-9=0/1231,1-12=0/1221,6-9=-345/0,2-12=-362/0,5-9=-540/0,3-12=-585/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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/'I,' ,•.%` wPS A k:"!, No 39380 Li. �� -:‘.:1/4914:8:./4.-0.9:RA.::-.cl:- ...Y..:-.\‘ -0.C.":‘\*N.:441" , i,egotlir 'biz Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 501-7473 rev.10/031015 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 MI 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,seeANSl71P11 Quality CMerla,DS$49 and SCSI eulding Component 6904 Parke East Blvd. Safely Y fonnalbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 L________, Job Truss Truss Type Qty Ply Pecoraro Beach House 717161458 J180894-F1 F1-17 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:15 2019 Page 1 ID:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-3RMAHCg1 AW hW i?ehg7k_OSF9K3ru00agW k4enJzD FDQ 0-3-8 1---I I 2-5-4 I I 2-1-2 Scale=1:21.8 6x6 = 3x3= 3x3= 1.5x4 11 3x3= 1.5x4 II 4x7= 1 2 3 14 4 53� 6 7 • • • • • e • • • oy N o a o t • pe • e e • 13 12 11 10 9 81 1.5x4 I I 4x10= 1.5x4 I I 1.5x4 11 4x7= 3x3 I I Q.3-: 7-9-2 1 13-0-2 0 7-5-10 5-3-0 Plate Offsets(X,Y)-- [1:0-1-8,Edge],[7:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.10 9-10 >999 480 I MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.17 11-12 >865 360 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.04 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=868/0-2-4,1=1126/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-854/0,1-3=-1210/0,3-4=-1203/0,4-5=-1526/0,5-6=-1016/0,6-7=-1016/0 BOT CHORD 11-12=0/1526,10-11=0/1526,9-10=0/1526 WEBS 7-9=0/1249,1-12=0/1473,6-9=-369/0,3-12=-601/0,5-9=-718/0,4-12=-474/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap 6)CAUTION,Do noidt of top chord erect truss backwards.and first diagonal or vertical web shall not exceed 0.500in. ♦♦♦,-,tt�101111118/1./I''' 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �♦ o'''• • <e'9�j-, LOAD CASE(S) Standardk C • �••'• i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 . No 39380 Uniform Loads(plf) Vert:8-13=-10,1-14=-220(8=-100),7-14=-120 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 * Uniform Loads(plf) :13 • 'i111111111011P CC Vert:8-13=-10,1-14=-220(8=-100),7-14=-120 %� '• . P:' .' 1IJ� 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 �� '�:lig. i c:• '��; Uniform Loads(plf) Vert:8-13=-10,1-14=-220(B=-100),5-14=-120,5-7=-40 ,,e S ••0 R ,�••• \``` 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 / 0 Uniform Loads(plf) il1I5,11 N A1-0��•♦ Vert:8-13=-10,1-14=-140(B=-100),4-14=-40,4-7=-120 �1111l" 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Alban'PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:8-13=-10,1-14=-220(8=-100),5-14=-120,5-7=-40 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Continued on oaae 2 I -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10.M3/2015 BEFORE USE. hut 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 Milek' 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/MI/TIM Quality Criteria,D5149 and'CSI Building Component 6904 Parke East Blvd. Safety Yrioenalloravailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 717161458 J180894-F1 F1-17 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:15 2019 Page 2 ID:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-3RMAHCg1 AW hW i?ehg7k_OSF9K3ru00agW k4enJzDFDQ LOAD CASE(S) Standard 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-13=-10,1-14=-140(B=-100),4-14=-40,4-7=-120 1 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Fa 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,seeANSVTPI1 Qudily Criteria.DSII-89 and ICA Balding Component 6904 Parke East Blvd. Safety Infonnalbnavailoble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • I Job Truss Truss Type Qty Ply Pecoraro Beach House T17161459 J180894-F1 F1-18 FLOOR 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:16 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-XdvYUYrfxgpNK9DtDrFDYgnRhSOhIYfpINgCJIzD FDP 2-5-4 1-3-12 1 3x3 II 23x3= 3 3x3 II Scale=1:12.8 1— A — Q N 3x6= 5 4 3x6= 4-3-0 4-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.00 5 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.19 Vert(CT) -0.04 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:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 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. (lb/size) 4=260/Mechanical,5=260/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-260/0 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. ,.• „O”p_.11‘1111//iii,. .A. kse•.\.00•�GENSF *.• / ': No 39380 • Thomas A.Alberti PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 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/IP11 Quality Criteria,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161460 J180894-F1 F1-19 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:16 2019 Page 1 I D:W Oj Kr4 W 03Xmm3713wW AM6kybO4z-XdvYUYrfxgpNK9DtDrFDYgnQPSMyIXJpINgCJIzDFDP 0-1-8 2-5.4I 2-3-6 1.5x4 II 3x4= Scale=1:14.0 1 2 3 3x3 H _ 1 6 • I 1.5x4= cv I . Q• 4 0- 3x6= 3x8= 5-2-10 5-2-10 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[6:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.00 5 -- 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.30 Vert(CT) -0.10 4-5 >600 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:34 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-10 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) 4=323/0-7-10,5=315/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-296/0,2-4=-312/0 NOTES- 1) 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. 2)CAUTION,Do not erect truss backwards. ��t`, 1PS A 46,11, 1l. �4, �• ." •\'�GE N SF •'4i• � ,: No 39380 .. * -- ' . i-0117* '' X. 41. i�'�ss�0NAiiii �,�to Thomas A.Alban)PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 regl, 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 115-7473 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 M[Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Tell Quality Cdtala,DSI-89 and ICS Building Component 6904 Parke East Blvd. Safely Infonnallanavolloble from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161461 J180894-F1 F1-20 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:17 2019 Page 1 ID:WOjKr4W03Xmm37t3wWAM6kybO4z-?gTwiurHh8xEyJn3nYmS5tKcQsimU?tzz1 ZIrBzDFDO 2-5.4I 1-4-14 I1 3x3 II 23x3= 3 3x3 II Scale=1:12.8 MIN ME MIN II 0 0 N nin `i. Vii_ 3x6= 4. 5 4. 4 0- 3x6= 4-4-2 I 4-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.00 5 •'•• 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.20 Vert(CT) -0.05 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/TP12014 Matrix-P Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-2 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) 4=266/0-7-10,5=266/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-263/0 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. 01%11111/g/I 1II No 39380 iC(` •••. OR1•V• ,-...\ %s i�'ISS;ONA�1��``. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10032015 BEFORE USE. NH 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 Creole,DS$-$9 and SCSI Belding Component 6904 Parke East Blvd. Safety Mormallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • • Job Truss Truss Type Qty Ply Pecoraro Beach House T17161462 J180894-F1 F1-21 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:17 2019 Page 1 ID:WOjKr4W 03Xmm37t3wW AM6kybO4z-?gTwi urHh8xEyJn3nYmS5tKccsdeUw3zz1 ZIrBzDFDO 0-1-8 H F 2-5-4 I 1-6-4 I 0-LB Scale'=1:40.7 3x3= 5x5= 3x4= 3x3= 3x6 FP= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 L S 1, % m L L 2 ?:VN " Z N__ 22 0 d N T m e • o 20 19 18 17 16 15 14 13 3x6= 3x8 MT2OHS FP= 3x4= 355= 4x7= 3x6= 4x7= 24-7-0 24-7-0 Plate Offsets(X,Y)-- [1:Edge,0-0-12],[17:0-1-8,Edge],[21:0-1-8,0-0-12],[22:0-1-8,0-0-12] _— LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.23 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.36 15-16 >803 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:136 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1049/0-7-2,13=1049/0-7-2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2278/0,3-4=-2278/0,4-5=-3377/0,5-6=-3377/0,6-7=-3354/0,7-9=-3354/0,9-10=-2280/0,10-11=-2280/0 BOT CHORD 19-20=0/1306,17-19=0/2946,16-17=0/3377,15-16=0/3377,14-15=0/2945,13-14=0/1308 WEBS 2-20=-1615/0,2-19=0/1215,4-19=-836/0,4-17=0/685,5-17=-269/0,11-13=-1617/0,11-14=0/1216,9-14=-830/0, 9-15=0/511,7-15=-274/0,6-15=-350/244 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 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .0\401.5 `1111111111/7,,, No 39380 it • "111111111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. ' Design valid for use only with MWTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual 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-$9 and)CSI Bolding Component 6904 Parke East Blvd. Safety Ihfonna1Ianavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161463 J180894-F1 F1-22 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:18 2019 Page 1 ID:W OjKr4W 03Xmm37t3wWAM6kybO4z-U01 IvEsvSR34ZTMGLFHhd5tiaGy5D P76ChJJOezD FDN 0-1-8 H I 2-5-4 I o-1-11 011 0-1-8 $CaIA'=1:40.7 3x3= 313= 3x3= 3x4= 3x3 II 3x6 FP= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 tL Nt L • , L t •m - 24 .-Z—N-Z N 0 ", Ns Z -7 cir.-- N e • e N1:Z. 22 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x3= 3x4= 3x8= 3x3= 3x6= 3x5= 16-3-11 24-7-0 16-3-11 I 8-3-5 Plate Offsets(X,Y)-- [1:Edge,0-0-12],[18:0-1-8,Edge],[23:0-1-8,0-0-12],[24:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Udefl Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.14 19-21 >999 480MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.24 19-21 >813 360 BCLL 0.0 i Rep Stress Incr YES WB 0.24 Horz(CT) 0.03 14 n/a rda BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:141 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, Except: 6-0-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 22=645/0-7-2,14=246/0-7-2,17=1208/0-7-10 Max Gray 22=651(LC 10),14=302(LC 4),17=1208(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1209/0,3-4=-1209/0,4-5=-1124/0,5-6=-1124/0,6-7=-1124/0,7-8=0/437, 8-10=0/437 BOT CHORD 21-22=0/769,19-21=0/1345,18-19=0/1124,17-18=0/495,14-15=0/290 WEBS 2-22=-950/0,2-21=0/550,4-19=-336/0,7-17=-1085/0,7-18=0/806,6-18=-350/0, 12-14=-356/0,10-17=-623/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 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. `0%111111 ff 4)CAUTION,Do not erect truss backwards. ,``,��,A PS A. 44r iF .��0•• GENS •14i •• ••\, F No 39380 1 ,:,<(\s,•,..,. 11111.11.1.11"..0..*.R..X.9.••.a. C.,\:.:::;I Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 1 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mi, Design valid for use only with MaTek®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/TP11 Quality Criteria,DSI419 and ICSI Building Component 6904 Parke East Blvd. Safety MonnaIIon vailable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • r Job Truss Truss Type Qty Ply Pecoraro Beach House T17161464 J180894-F1 F1-23 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:19 2019 Page 1 ID:W O]Kr4W 03Xmm37t3wW AM6kybO4z-yCbg7atXDl BxBdxSvzowAl PtYgJ DygbFRL2sw4zD FDM 0-1-8 H I 2-5-4 I 1t~121 Scale=1:40.8 1.5x4 II 3x6 FP= 1.5x4 = 5x5= 1.5x4 II 353= 1.5x4 I I 3x3= 1.5x4 II 353= 1.5x4 H 5x5= 3x3 II 1 2 3 4 5 e 7 8 9 10 11 12 L L L m Y 121 .�7NN N- qQQ Z rs N 20 19 18 17 18 15 14 13 3x6= 457= 3x8 MT2OHS FP= 3x3= 1.5x4 II 3x5= 4x7= 3x6= I 24-3-8 24-3-8 Plate Offsets(X,V)-- [1:Edge,0-0-12],[21:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.24 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.39 15-16 >740 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:135 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 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. (lb/size) 20=1037/0-7-2,13=1042/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2243/0,3-4=-2243/0,4-5=-3299/0,5-6=-3299/0,6-7=-3283/0,7-9=-3283/0,9-10=-2245/0,10-11=-2245/0 BOT CHORD 19-20=0/1290,17-19=0/2898,16-17=0/3299,15-16=0/3299,14-15=0/2895,13-14=0/1292 WEBS 2-20=-1595/0,2-19=0/1192,4-19=-819/0,4-17=0/638,11-13=-1601/0,11-14=0/1192,9-14=-812/0,9-15=0/485, 7-15=-256/0,6-15=-325/243 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates 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. ``,111111111,,', �.•%%,`` P1/4•*S. E N A1• 4910°• �; No 39380 Li. F (1.1: `-..-- - •<v: #-itis ,OR\?•' c.,\,,,,,i,�,„• iO N Al_I1 j• oo Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/32015 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 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/IPI1 Qualfy Cd.da,DS8-e9 and IC318uidYsg Component 6904 Parke East Blvd. Safely Mormalbnavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 It Job Truss Truss Type Qty Ply Pecoraro Beach House 117161465 J180894-F1 F1-24 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:20 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kyb04z-QP93KwuA_3Jopm W eSgJ9j W y3Q4fHhBgPg?oPS W zDFDL 0-1-8 2-3-12 H 2-5 51 4 21 2-3-12 1 4-6-8 Scale=1:40.7 3x6 I 1.5x4 II 1.5x4— 3x12 M18SHS= 3x5= 1.5x4 II 1.5x4 II 3x6 FP= 5x5= 6x8__ 4 5 6 7 8 9 10 11 12 13 14 1 � 2 3� //-17 - V- - ° L /<f Nossc C7 N. Nz", - 24 23 22 21 20 19 18 17 16 15 4x7= 3x5= 3x8 MT2OHS FP= 3x5= 1.5x4 II 4x7= 3x6= 1 2-8-4 1 5-11-12 63.8 8-11-0 I 10-10-4 1 13-5-0 114-2-B1 19-2-8 1 21- 7-12 i 24-4-0 2-8-4 3-3-8 0-3-12 2-7-8 1-11-4 2-6-12 0-9-8 5-0-0 2-5-4 2-8-4 Plate Offsets(X,Y)— [1:0-1-8,0-0-8],[3:0-2-12,Edge],[5:0-1-8,Edge],[23:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.25 18-19 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.40 18-19 >718 360 MT2OHS 187/143 BCLL 0.0 1 Rep Stress Incr YES WB 0.73 1 Horz(CT) 0.06 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH , Weight:147 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. (lb/size) 24=1035/0-7-10,15=1042/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1051/0,1-2=-2385/0,2-3=-2385/0,5-6=-2474/0,6-7=-3333/0,7-8=-3333/0, 8-9=-3290/0,9-10=-3290/0,10-12=-2245/0,12-13=-2245/0 BOT CHORD 22-23=0/2385,21-22=0/2254,19-21=0/3029,18-19=0/3290,17-18=0/3290,16-17=0/2899, 15-16=0/1292 WEBS 3-22=-303/0,1-23=0/2602,5-21=0/392,3-5=-2374/0,3-21=0/310,2-23=-773/0, 6-21=-706/0,6-19=0/392,13-15=-1601/0,13-16=0/1191,10-16=-818/0,10-17=0/598, 8-19=0/286 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. ``,0%111111/it4� 4) Refer to girder(s)for truss to truss connections. " S A, 1t, 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. . P• •q e , Strongbacks to be attached to walls at their outer ends or restrained by other means. ,�� O••\C E N d'• -14,',� 6)CAUTION,Do not erect truss backwards. k •• V e•••• No 39380 _nwiky.:..7.14:7NRATI.:.%.:0,*‘?::44/141:/ it 1".;:,071: i Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/13/2015 BEFORE USE. hu' 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.seeANSU1PI1(Ruddy Gelato,DS6a9 and SCSI Balding Component 6904 Parke East Blvd. Safety Monnatio available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 R Job Truss Truss Type Qty Ply Pecoraro Beach House T17161466 J180894-F1 F1-25 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:21 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-ubj RYG uol M RtOw5r0OrOFj V E?T?OOewYufXz?zzDFDK 0-1-8 2-3-12 HI 2-5-45.121 2-3-12 I P-1°-9 Scale=1:41.2 3x6 1.5x4 I I 1.5x4= 3x12 M18SHS—_ 3x5= 1.5x4 II 1.5x4 II 3x6 FP= 5x5= — 4 5 6 7 8 9 10 11 12 13 14 6x8 „,{{{yyyo % ` a S 2 3^ /� o d T• Alhk&ANN -. �e e eVNV 24 23 22 21 20 19 18 17 16 15 4x7= 3x5= 3x8 MT2OHS FP= 3x5= 1.5x4 II 4x7= 3x6= 2-8-4 5-11-128-11-0 10-10-4 13-5-0 146-0 19-6-0 21-11-4 247-8 I 2.8-4 I 3-3-8 0-3-12 2-7-8 I 1-11-4 I 2-6-12 11-1-0 I 5-0-0 I 2-5-4 I 2-8-4 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[3:0-2.8,Edge],[5:0-1-8,Edge],[23:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.27 18-19 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.43 18-19 >675 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.07 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 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. (lb/size) 24=1048/0-7-10,15=1055/0-7-2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1064/0,1-2=-2418/0,2-3=-2418/0,5-6=-2513/0,6-7=-3408/0,7-8=-3408/0, 8-9=-3366/0,9-10=-3366/0,10-12=-2279/0,12-13=-2279/0 BOT CHORD 22-23=0/2418,21-22=0/2286,19-21=0/3084,18-19=0/3366,17-18=0/3366,16-17=0/2951, 15-16=0/1309 WEBS 3-22=-307/0,1-23=0/2639,2-23=-783/0,5-21=0/401,3-5=-2412/0,3-21=0/317, 6-21=-727/0,6-19=0/416,8-19=0/295,13-15=-1622/0,13-16=0/1212,10-16=-840/0, 10-17=0/638 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. ,`0i%111111//ii, 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. `•• S A. <•I,, Strongbacks to be attached to walls at their outer ends or restrained by other means. ••% P ,q e i 5)CAUTION,Do not erect truss backwards. %` �O••�G•E N i'••'92/0 No 39380 * a ' * te .cc= Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 T ON THISAND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.14N32015 BEFORE USE. D WARNING-for use designlyw parameters and READ NOTES � Design valid 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_ 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMlSVTP11 Quality Catena,DSId9 and ICSI Building Component 6904 Parke East Blvd. Safely Infosmafonavailable from Truss Pate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i I J,- Job Job Truss Truss Type Qty Ply Pecoraro Beach House 117161467 J180894-F1 F1-26 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:22 2019 Page 1 ID:W0jKr4W03Xmm37t3wWAM8kyb04z-MnHplcvQW gaW 24g1 a5Mdox1 TLtKo9BIi7JHW XPzDFDJ 0-1-8 H I 2-5-4 I I 1-6-4 I 0-I1�-8 Scale'=1:40.7 3x3= 5x5= 3x4= 3x3= 3x6 FP= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 22 !m - �e o Zd N c m • • 20 19 18 17 16 15 14 13 3x6= 3x8 MT2OHS FP= 3x4= 3x5= 4x7= 3x6= 4x7= I 24-7-0 I 24-7-0 Plate Offsets()(,Y)— [1:Edge,0-0-12],[17:0-1-8,Edge],[21:0-1-8,0-0-12],[22:0-1-8,0-0-12] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.23 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.36 15-16 >803 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:136 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1049/0-7-2,13=1049/0-7-2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2278/0,3-4=-2278/0,4-5=-3377/0,5-6=-3377/0,6-7=-3354/0,7-9=-3354/0,9-10=-2280/0,10-11=-2280/0 BOT CHORD 19-20=0/1306,17-19=0/2946,16-17=0/3377,15-16=0/3377,14-15=0/2945,13-14=0/1308 WEBS 2-20=-1615/0,2-19=0/1215,4-19=-836/0,4-17=0/685,5-17=-269/0,11-13=-1617/0,11-14=0/1216,9-14=-830/0, 9-15=0/511,7-15=-274/0,6-15=-350/244 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 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``1111111111/, .‘"O"VIPS 1 , ASB,''., -1 . s .• GENS' , . k .' F•••.L/ No 39380 -1t '<• ...•., OR1 �• •0\`%% Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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 kik' 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/Iptt Qualify Criteria,DSS-e9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Mormatlonovalloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I 1 Job Truss Truss Type Qty Ply Pecoraro Beach House 717161468 J180894-F1 F1-27 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:23 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-q_rByxw2H_i NgE FD8pt5K8ajAHp4ujgrMz033rzDFDI 0-1-8 0-1-8 Scale=1:41.1 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 t113 t % % t % i $ B 3 t t i t % - - - - - - - - - - - - - - - - - - 44 N i.- - P P m P P A P P P ,, P P P P P P P 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3 = 3x3 = 3x6 FP= 3x3 = 24-7-0 I 24-7-0 l Plate Offsets(X,Y)-- [43:0-1-8,0-0-12],[44:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 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 22 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:41-42. REACTIONS. All bearings 24-7-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)22 Max Gray All reactions 250 lb or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22. 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. ``0%811111114 Strongbacks to be attached to walls at their outer ends or restrained by other means. ,``,,O ON A. , ��', ��•` •"1 /i No 39380 it (- ( •�= 7. ,iij= • w: '0i • el/SAO N A,� �0 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE API-7473 rev.1003/2015 BEFORE USE. mit 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 brocing 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 Quality Cdf.rb,DSl-e9 and SCSI guiding Component 6904 Parke East Blvd. Safely Info,maflpnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r • Qty Ply Pecoraro Beach House 717161469 J180894-F1 F2-01 Floor Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:24 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-IAOZAHxg2HgEHOgQhW O5tM6uwh9JdAx?admdbHzD FDH 0-1-8 0-1-8 Scale=1:41.1 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 L L t L % L L''3. 1a L % �E L L i I.—% - - - - - - - - - - - - - - - - 44 c m P P. m P P _ 2 2 P P - P P S - P P e 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3= 3x3 = 3x6 FP= 3x3= 24-7-0 24-7-0 Plate Offsets(X,Y)-- [43:0-1-8,0-0-12],[44:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(CT) -0.00 22 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:41-42. REACTIONS. All bearings 24-7-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)22 Max Gray All reactions 250 lb or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22. 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. 0‘01111111/ii Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,�•N` A.A. , l 1 `,��0•• G•E.NB• •11,°0. • • No 39380 1. -'' �5NAE�� `•,,_ - P SC .S iiii'WI" Thomas A.Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 MINIM A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/01?015 BEFORE USE. 1111• 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 brocing 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/IPli Quality Criteria,DSS-19 and SCSI Building Component 6904 Parke East Blvd. Safety Inforrnaflonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r • Qty Ply Pecoraro Beach House T17161470 J180894-F1 F2-02 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:25 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-mMyyNdyl pby5vYPc F D VKQZf rd5GOMX18pH V A8kzD FD G 0-1-8 H I 1-3-0 I I 2-1-0 0-NN1-8 Scale'=1:41.0 3x4= 5x5= 4x4 = 5x5= 3x3= 3x4= 3x3= 3x6 FP= 5x5= 5x5= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 0 0 tO 7....\ / \ / \ /\-/ 'ye\-/\ / \ /0&\ /..,. 31 cl 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 5x5= 4x4 = 4x4= 3x10 MT2OHS FP= 3x3= 3x5= 4x4= 5x5= 5x5= 3x4= 3x5 = 24-7-0 24-7-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[14:0-1-8,Edge],[30:0-1-8,0-0-12],[31:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.40 20-21 >723 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.63 20-21 >466 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.43 Horz(CT) 0.10 15 n/a r1/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:141 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250E 1.9E(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 29=1174/0-5-8,15=1259/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29=-1170/0,14-15=-1255/0,1-2=-972/0,2-3=-2526/0,3-4=-3764/0,4-5=-4585/0, 5-6=-4585/0,6-7=-5059/0,7-8=-5059/0,8-9=-5123/0,9-11=-5123/0,11-12=-4113/0, 12-13=-2740/0,13-14=-1048/0 BOT CHORD 27-28=0/1843,26-27=0/3228,25-26=0/3228,23-25=0/4248,22-23=0/5059,21-22=0/5059, 20-21=0/5190,19-20=0/4682,18-19=0/3517,17-18=0/3517,16-17=0/1988 WEBS 1-28=0/1427,2-28=-1382/0,2-27=0/1085,3-27=-1083/0,3-25=0/826,4-25=-769/0, 4-23=0/521,14-16=0/1539,13-16=-1491/0,13-17=0/1194,12-17=-1199/0,12-19=0/919, 11-19=-904/0,11-20=0/680,9-20=-372/0,6-23=-990/0,6-22=0/283,8-21=-485/115 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,`1111111111.11 3)All plates are 1.5x4 MT20 unless otherwise indicated. ��v -APS A. . i, 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. %. e 0 Strongbacks to be attached to walls at their outer ends or restrained by other means. �• ��••�G E•N 6:.••�2�•i LOAD CASE(S) Standard • 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 No 19380 Uniform Loads(plf) Vert 15-29=-7,1-14=-80 - - Concentrated Loads(Ib) r.-0,; Vert:9=-334 i • % i ;�i(/` o ",�, S •/0 NAL 1��1sN% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1013/2015 BEFORE USE. tut 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/IPI1 Quality Cdteda,DS849 and SCSI BuIding Component 6904 Parke East Blvd. Safety InformaIIo,available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' Pecoraro Beach House T17161471 J180894-F1 F2-03 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:26 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-FYW Kbzywav4yXhzopxQZynC6IUg85?GH2xFkgAzDFDF 1-4-8 1-2-8 O H 1-3-0 I 2-0-0 I I 1-4-8 I 9-6-? I 1-2-8 I 0-1-8 Scale=1:41.5 4x4= 4x4= 4x7= 3x6= 3x6 II 5x14= 1.`x4= 4x4= 3x5= 15- 1.5x4 II 10x12 M18SHS- 4x7 3 = 415 a-0 1.5x = 1 2 3 4 5 5 7 8 9 y161 1:. 11 12 _ M r :,t.35 tO\V° \IF_\VP/IF_ _ ..7, ,u.:;. ...m••...m.• ••.• , \i/ \ / ; P ° r r ° r , • 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x4= 4x4= 3x6 FP= 3x5= 1.5x4 II 1.5x4 II 3x8= 1.5x4 II 3x5= 4x4= 4x4= 1.5x4 II 3x4= 14-0-0 20-3-0 24-7-0 25-10-8 14-0-0 I 6-3-0 I 4-4-0 1 1-3-8 Plate Offsets(X,Y)- [1:Edge,0-18],[8:0-18,Edge],[10:0-58,Edge],[12:0-3-0,Edge],[13:0-7-8,Edge],[16:0-1-8,Edge],[19:0-18,Edge],[23:0-18,Edge],[35:0-1-8,0-0-12], [36:0-1-8,0-0-12] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.33 25-26 >876 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.52 25-26 >563 360 M18SHS 244/190 BOLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.09 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:160 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-9:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-30:2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 34=874/0-5-8,17=935/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-34=-871/0,16-17=-933/0,1-2=-724/0,2-3=-1878/0,3-4=-2795/0,4-5=-3403/0, 5-6=-3403/0,6-7=-3738/0,7-8=-3868/0,8-9=-516/0,14-15=-331/0,15-16=-776/0, 10-11=-4363/0,11-12=-4363/0,12-13=-3619/0 BOT CHORD 32-33=0/1371,31-32=0/2399,29-31=0/2399,28-29=0/3153,27-28=0/3738,26-27=0/3738, 25-26=0/3738,24-25=0/4850,23-24=0/4998,22-23=0/4363,21-22=0/4363, 20-21=0/2938,19-20=0/2826,18-19=0/1507 WEBS 1-33=0/1062,9-10=-423/0,2-33=-1028/0,2-32=0/805,3-32=-803/0,3-29=0/611, 4-29=-569/0,4-28=0/389,6-28=-702/0,13-21=0/923,12-21=-988/0,11-23=0/453, 16-18=0/1139,10-25=-1187/0,15-18=-1127/0,15-19=0/1004,3 15=-1215/0,13-19=-1652/0,?0-23=92,010=3442/0,7-25=0/427, ��``0111111/III P S 1 A.f, //,,, NOTES- �•'•X�\'•�C•E•NS <•e�2�ei 1)Unbalanced floor live loads have been considered for this design. V F•••. , i 2)All plates are MT20 plates unless otherwise indicated. • • No 39380 3)All plates are 3x3 MT20 unless otherwise indicated. • 4)The Fabrication Tolerance at joint 10=3% 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. 7- -0 � 3•, ".5110:1111,;_ LC/: LOAD CASE(S) Standard i 0 •. jyy; �' ��' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i '� ' P:••• Uniform Loads(plf) 'li s •• O R\•O'er C,\ %s Concentrated Loads-5b)1-s=so,14-16=-60,10-13=-60 °'1/,`,S'10 N A�t��os% Vert:9=-250 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 161. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 Quality Citeda,DS149 and 1031 Belding Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Inslltute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • obi Py Pecoraro Beach House T17161472 J180894-F1 F2-04 FLOOR 1 e1 L Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:28 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-Bxe4Of_B6W Kgm?7BwMT11 CHSaI MIZsgaVFkgk3zDFDD 0-1-8 H I 1-3-0 { 0- 12I 332-1.12 0-14-8 I 'Scale=1:36.6 1.5x4= 3x6 FP= 3x6 FP= 1.5x4= 4x7 II 4x7 II 6x10= 4x7 II 6x6= 6x6= 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 m il AL N44, A0,Als ill L.\\./././\\V:\ - 111/ \1/416\r/ I N''I Or m C. 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 6x6= 4x7 I I 3x8 MT2OHS FP= 6x6= 4x7 II 6x6= 6x6= 6x6=- 6x6 6x6= 3x6 FP= 6-7-8 7-3-0i 21-4-0 I 6-7-8 b-7-8 14-1-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[1:0-1-8,0-0-8],[7:0-3-0,0-0-0],[14:0-1-8,0-0-8],[14:0-3-0,Edge],[24:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.21 21-22 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.35 21-22 >728 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.04 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:361 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 29=1798/0-5-0,15=2087/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1778/0,14-15=-2070/0,1-2=-1661/0,2-3=-4405/0,3-5=-8130/0,5-6=-8130/0, 6-7=-8130/0,7-8=-8130/0,8-9=-10761/0,9-10=-10761/0,10-12=-8192/0, 12-13=-5205/0,13-14=-1937/0 BOT CHORD 27-28=0/3160,26-27=0/5550,24-26=0/5550,23-24=0/8130,22-23=0/8130, 21-22=0/10011,20-21=0/9599,18-20=0/6802,17-18=0/6802,16-17=0/3668 WEBS 14-16=0/2759,13-16=-2618/0,13-17=0/2322,12-17=-2350/0,12-20=0/2045, 10-20=-2127/0,10-21=0/1710,9-21=-1690/0,8-21=0/1199,8-22=-2938/0,7-22=0/1369, 1-28=0/2367,2-28=-2266/0,2-27=0/1882,3-27=-1685/0,3-26=-928/0,3-24=0/3838, 5-24=-1108/0,6-23=-364/0 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. ,,`j1 t111111 ff it 2)Unbalanced floor live loads have been considered for this design. `,O-^PS A. q� I,,'' 3)All plates are MT20 plates unless otherwise indicated. %% l+` B 4)All plates are 3x6 MT20 unless otherwise indicated. �� .•"s,C E N S••.II, .� 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. •• V F • Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - Uniform Loads(plf) "0 ; CC Vert:15-29=-7,1-14=-80 `. .----- 14/ Concentrated Loads(Ib) i Q'� e� �� Vert:9=-2058 . • �� Q • � * 6 .• O R 1 V.1.'0, %• e1 • • °. , _� ‘N% itst °NA, % Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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,seeANsl/IPI1 Quality Cdterla,DSa-19 and SCSI lidding Component 6904 Parke East Blvd. Safely Infonnatlonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty Ply Pecoraro Beach House T17161473 J180894-F1 F2-05 Floor Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:28 2019 Page 1 ID:WOjKr4W03Xmm37t3wW AM6kybO4z-Bxe4Of_B6W Kgm?7BwMT11 CHZsIW FZ_vaVFkqk3zDFDD --t 9-113 1 3x3= 2 1.554 II 31.5x4 114 1.5x4 I Scale=1:11.1 9 — — 10 -x4— I 1.554= -.-.:::❖:❖:❖:❖:❖:❖:❖:❖:❖::::•:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•::::' 8 7 6 5 3x3= 3x3= 1.5x4 I I 3x3= 3-3-0 3-3-0 Plate Offsets(X,Y)-- [9:0-1-8,0-0-121,[10:0-1-8,0-0-12] 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 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-0 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 6-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (lb/size) 8=53/3-3-0,5=-8/3-3-0,7=189/3-3-0,6=140/3-3-0 Max Uplift 5=-8(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 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. 00111111//II'I it • • No 39380 •,d,5:N:11-00 • 34 ‘s` Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekrE 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,D5149 and BCSI Bolding Component 6904 Parke East Blvd. Safety lnfonnalbrgvailobie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161474 J180894-F1 F2-06 FLOOR 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:29 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-f7CSD??ptgSX09i NU3_GaPgZXifCI NmkkvTOHVzDFDC 0-1-8 H I 1-3-0 I 1 2-5-8 I Scare=1:36.0 4x4= 3x8 FP= 4x4= 1.5x4 = 3x4 = 5x5 = 3x5= 1.5x4 II 3x3= 1.5x4 II 3x3= 3x5= 3x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 / \•/\7\/\ 326 Ve 9 24 23 22 21 20 19 18 17 16 15 14 3x3= 4x4= 3x4= 1.5x4 II 4x10= 3x3= 3x5= 3x3= 1.5x4 II 3x4= 4x4= 3x3= 3x8 FP= I 21-4-0 I 21-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-2-0,Edge],[12:0-1-8,Edge],[20:0-4-8,Edge],[26:0-1-8,0-0-12],[27:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.31 18-19 >808 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.49 18-19 >511 360 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=909/0-5-0,13=909/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-903/0,12-13=-905/0,1-2=-739/0,2-3=-1854/0,3-4=-2910/0,4-5=-2921/0, 5-6=-2921/0,6-7=-3076/0,7-8=-3076/0,8-10=-2635/0,10-11=-1861/0,11-12=-737/0 BOT CHORD 23-24=0/1402,22-23=0/2283,20-22=0/2283,19-20=0/2921,18-19=0/3116,17-18=0/2926, 16-17=0/2341,15-16=0/2341,14-15=0/1392 WEBS 12-14=0/1080,11-14=-1041/0,11-15=0/744,10-15=-741/0,10-17=0/454,8-17=-462/0, 6-19=-450/115,1-24=0/1084,2-24=-1052/0,2-23=0/718,3-23=-663/0,3-20=0/1042, 4-20=-459/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��1 t III 11 1111 0 0,05 A. q<iii- .` x\1/4).•• G'E'N g•••q2-'� • No 39380 it :a' SAI �0 cv: i �4 �< <v i,'is`S�ONA1-�C.``% Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NI" 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.seeANSVIPI1 Quality Criteria,DS8-89 and BC$1 Building Component 6904 Parke East Blvd. Safety Informalbmvailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161475 J180894-F1 F2-07 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:30 2019 Page 1 ID:WOjKr4W03Xmm37t3wWAM6kybO4z-7KmrRL?Re7aO?JHZ2nVV7dMm86011 q_tzZDxpxzDFDB 0-1-8 H I 1-3-0 I I 2-2 -0 Scale=1:35.3 4x4= 3x6 FP= 1.5x4= 3x4= 5x5= 3x5= 1.5x4 II 3x3= 1.5x4 II 3x3= 3x5= 3x4= 4x7= 1 2 3 4 5 6 7 6 9 10 11 12 •• t• 26 :, \ / - / \ /\ / \/\ \ ;• 24 23 22 21 20 19 18 17 16 15 14 19 3x3= 4x4= 3x4= 1.5x4 II 4x10= 3x3= 3x5= 3x3= 1.5x4 I I 3x4= 4x4= 3x3 II 3x6 FP= 21-0-8 21-0-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-2-0,Edge],[12:0-3-0,Edge],[20:0-4-8,Edge],[26:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.27 18-19 >941 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.42 18-19 >589 360 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=896/0-5-0,13=901/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-891/0,12-13=-897/0,1-2=-728/0,2-3=-1823/0,3-4=-2829/0,4-5=-2840/0, 5-6=-2840/0,6-7=-3000/0,7-8=-3000/0,8-10=-2583/0,10-11=-1830/0,11-12=-724/0 BOT CHORD 23-24=0/1379,22-23=0/2247,20-22=0/2247,19-20=0/2840,18-19=0/3034,17-18=0/2862, 16-17=0/2298,15-16=0/2298,14-15=0/1372 WEBS 1-24=0/1067,2-24=-1034/0,2-23=0/704,3-23=-654/0,3-20=0/971,4-20=-426/0, 12-14=0/1088,11-14=-1028/0,11-15=0/727,10-15=-723/0,10-17=0/439,8-17=-443/0, 6-19=-442/99 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 Strongbacks to be attached to wallsbacks,on dge,spaced at their outer at ends oroc and fastened restrainedrest ai ed by otheroeach means.Nss with 3-10d(0.131"X 3")nails. `,O PS A. •A ,,'',, 4)CAUTION,Do not erect truss backwards. �S B :,k /\,\G.E.NSF''�2i0'• No 39380 r r - .°1 A.••• ORS :• Cies '�ii,,`S;O N A %os' Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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,seeANSIJIPIl Quality CANAa,DS6-$9 and SCSI loading Component 6904 Parke East BNd. Safely YNomwlanavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 a Job Truss Truss Type Qty Ply Pecoraro Beach House T17161476 J180894-F1 F2-08 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:31 2019 Page 1 ID:W 0jKr4W 03Xmm3713wW AM6kyb04z-b W KDeg030Ri EdTsmcUOkfgv4FVXtmLAOCDyVLNzD FDA 1-3-0I I 1-5-0 3x3= 1 3x6= 2 1.5x4 II 3 1.5x4 I I 4 Scale=1:11.0 II ll Ell II en 11 9 ,SS 1.5x4= 1 II m 3x3= '/ 8 7 6 :in 3x3= 3x3 H 3x3= 4-8-0 4-8-0 Plate Offsets(X,Y)-- [9:0-1-8,0-0-12] I LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 1 BC 0.08 Vert(CT) -0.00 7 >999 360 BCLL 0.0 Rep Stress lncr YES I WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-0 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. (lb/size) 8=191/Mechanical,5=186/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 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. ,```I%%IIIIII//�,• •,, % %.`, ;PSA : 4/,,, No 39380 (J;( � A � '•-e ,•. 0R1-. r, . ,- , ,....... � .• ,,' 5�0N,, A � `` • I1 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN'REFERANCE PAGE MII.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 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 properly damage. For general guidance regording the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPI1 Qualny Citt•rlo,DS$49 and SCSI Bolding Compononf 6904 Parke East Blvd. Safety Infonnalioravailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' Pecoraro Beach House TI7161477 J180894-F1 F2-09 Floor Supported Gable 1 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:31 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-b W KDeg03ORi EdTsmcUOkfgv48VYzmLfOCDyVLNzDFDA 3x6= 2 1.5x4 II 3 1.5x4 4 1.5x4 5 3x3 Scale=1:11.0 • m �'��•�•••i iiiiii i i�•i•�•�•�•�•�•�•�•i•�•i•�•�'i i i�i�i iii i i iii i i.•P�•i�i i•�•�•i i i Ji i i i i i i i i�•i'�'�•�•�•�•ii�i�i�i�ii'�'�'�•iii•�'i�i�i•�•�•�• �i iS•iii•Oi�i�i�i.•.i i i iii i i i.❖0000.•Oi❖i�0a�i ii0 i i�i�i�i�i�i�i�0i.0'.•i❖.�JiO%•OOi�i�i�i�i Oi i O.•Oi�i�i�i i i O.i4�i i Oi i OPOP 10 9 8 7 6 3x3 3x3=- 1.5x4 II 1.5x4 3x3 1 4-8-0 4-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 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 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-0 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 4-8-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,,`11111111/,,'f,, • No 39380 • ..S 4/111111.F �•J 1.. '� ••� OR ,O• '��,• Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and brocing of trusses and truss systems,seeANSVIPII Qualify Criteria.DSB-69 and BCSI Bolding Component 6904 Padre East Blvd. Satiety InklmaHo navailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House I T17161478 J180894-F1 FL2-01 FLOOR 1 A 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:32 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-3itbrOl h91g5FdRy9CXzC2S7YvgYVavAQti2tgzDFD9 1 1-11-5 I 1-11-5 1-11-5 2-1-3 I I 2-8-5 Scale=1:35.5 4x10= 4x10= 4x7= 2x4 II 2x4 II 4x4= 6x6= 8x8= 5x5= 1 2 3 4 5 6 7 8 9 w � w -la w r r r r o gm 17 16 15 14 13 12 11 r 4x4 II 4x10= 8x8= 3x8= 454= 6x6= 5x5= 5x5= 3x4 I I 2-4.9I 4-7-7 i 9-4-11 i 12-2-12 I 15-2-9 18-2-7 i 21-4-0 2-4-9 2-2-13 4-9-4 2-10-1 2.11.13 2-11-13 3-1-9 Plate Offsets(X,V)-- [2:0-3-8,0-2-0],[8:0-4-0,0-4-8],[9:0-2-8,0-1-81,[11:0-2-8,0-1-8],[12:0-2-8,0-1-12],[15:0-3-8,0-1-8],[16:0-4-0,0-5-4],[17:0-3-8,0-2-0] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.37 13-14 >686 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.60 13-14 >422 360 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.07 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:542 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS 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'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-17:2x4 SP 2250F 1.9E REACTIONS. (lb/size) 18=8639/0-5-0,10=4816/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-8257/0,9-10=-4528/0,1-2=-13643/0,2-3=-22713/0,3-4=-31713/0,4-5=-31713/0, 5-6=-31713/0,6-7=-31125/0,7-8=-21629/0,8-9=-10904/0 BOT CHORD 17-18=0/600,16-17=0/13643,15-16=0/23423,14-15=0/31713,13-14=0/31125, 12-13=0/21629,11-12=0/11440,10-11=0/548 WEBS 6-13=-3749/0,4-15=-3147/0,1-17=0/14826,2-17=-7174/0,2-16=0/10476,3-16=-5925/0, 3-15=0/9494,9-11=0/11171,8-11=-4479/0,8-12=0/11073,7-12=-4078/0,7-13=0/10244, 6-14=0/1083,5-14=-1472/0 NOTES- 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-4-0 oc. `` 01111 f 1 U UI�4i Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,,,‘% tp,S A. A, 4��, Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. •% se•'\G•E N 3•• 12', 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 "C •• V F••• ° . ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. : • No 39380 3)Unbalanced floor live loads have been considered for this design. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. - Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �� • „i'w__�• •�: 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i 0 '.�• k, Uniform Loads(plf) #0 "(;f\ 4 Q ci'.."Vert:10-18=-7, Concentrated (b)1-6=-880(B=-800),6-9=-80 wee ••% R ,• ..• •� Vert: Loads(l65 ,,SS�0NAt,� s�, Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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 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' ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSU1Pl1 Quality Cdteda,DSI-$9 and ICSI Belding Component 6904 Parke East Blvd. Safety INmmalloravoilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 . Job Truss Truss Type Qty Ply Pecoraro Beach House T17161479 J180694-F1 GO1 MONOPITCH SUPPORTED 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:32 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-3itbr0l h91g5FdRy9CXzC2SBgvtZVnwAQti2tgzDFD9 5-4-8 I 5-4-8 1.5x4 I I Scale=1:15.2 4 3.501-1-2- 1.5x4 .50 121.5x4 II 3 • 8 4x4-- 1111111rIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.awa7 ii 2 , 11111111_ I . I:il 1 ■ , ••:❖:❖:❖:❖:❖...M.:❖:❖:❖:❖:❖:❖:::❖:❖:•:%•:•;.•:•:•:•:•: •::❖:;::❖:❖:❖:❖:❖:❖:•::•:: :❖.....•: 6 5 3x8 H 1.5x4 II 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:25 lb 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 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 2x6 SP No.2-H 1-8-8 REACTIONS. (lb/size) 5=30/5-5-0,1=114/5-5-0,6=275/5-5-0 Max Horz 1=125(LC 9) Max Uplift 5=-11(LC 9),1=-36(LC 12),6=-143(LC 12) Max Gray 5=30(LC 19),1=114(LC 1),6=275(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-225/490 `11111111111I/'lI NOTES- �� PSA A ��/ 1)Wind:ASCE 7-10;Vult=13Omph(3 second gust)Vasd=101mph,TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. %. 0 . . �e e,� II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 5-2-12 zone;cantilever left •S Ne .••�G•E N S•'•'92 0� and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber •• V �•••• . DOL=1.60 plate grip DOL=1.60 • • i 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 • N O 3 •9 38 0 • 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. "Iiiiiij>��F L.Lj 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0••. ` - /_. . 44/: will fit between the bottom chord and any other members. 0i" O p:•• �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 5,36 lb uplift at joint 1 •j' 9•••.G R \•• \�`and 143 lb �� uplift at joint 6. "' 8/0 . 'I, 00% 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. -II. �, •/111111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-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 mitIli building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdtr da,DS5-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely Idolmafonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T17161480 J180894-F1 G02 MONOPITCH 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 Mitek Industries,Inc. Fri May 24 15:27:33 2019 Page 1 I D:W OjKr4W 03Xmm3713wW AM6kybO4z-XvRz3M2Kw2yysm08jv2CkF_KNJ8LEENJfXRbQGzD FD8 5-4-8 5-4-8 Scale=1:19.4 3.50 12 2 6 3x • 1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-11111111r- 4 3 1.5x4 II 3x5= 5-4-8 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.08 3-4 >762 180 BCLL 0.0 • Rep Stress lncr YES WB 0.07 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:29 lb 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=203/0-3-8,3=203/0-5-8 Max Horz 4=160(LC 9) Max Uplift 4=-84(LC 8),3=-95(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-4=-269/215 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-2-12 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 4 and 95 lb uplift at 0%11111111/i,�, joint 3. ♦♦♦ 0PA S A. /14.111t, k0•• GENS'••�'1.��. • No 39380 • F Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-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,seeANSI/TPI1 Quality Cdtada,DSII-89 and ICS Budding Component 6904 Parke East Blvd. Saf.ty Ydomranonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply Pecoraro Beach House T17161481 J180894-F1 H01 Roof Special Girder 1 e� L Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:34 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kyb04z-05?LGi2yhM4pUwbLHcZSHTXUuj MozVUTuBB9yizD FD7 3-3-01 10-5-0 3-3-0 7-2-0 Scale=1:38.8 3 2x4 1 8.00 12 3.50 l 4x7 2 1 '� ■■ l' 111111.111 I MI 0 M 10 5 �� 9 HGUS28-2 3x8 II 4 8x8= 6x6= HTU26 3-3-0 10-5-0 3-3-0 7-2-0 I Plate Offsets(X,Y)-- 11:0-4-0,0-5-8],[5:0-6-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.13 4-5 >916 180 BCLL 0.0 • Rep Stress Incr NO WB 0.79 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (lb/size) 1=5528/0-5-8,4=1413/0-3-8 Max Horz 1=340(LC 7) Max Uplift 1=-2446(LC 8),4=-647(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6741/2951 BOT CHORD 1-5=-2881/6493,4-5=-2755/6181 WEBS 2-5=-1106/2460,2-4=-6226/2883 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 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 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 ``��1 /gg, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��• t s A. '4< ,1,i 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. .N e II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber ,��•'�G•E N S'• "92�i° DOL=1.60 plate grip DOL=1.60 % .• \ F•••. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • N O 39380 will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2446 lb uplift at joint 1 and 647 lb uplift ` , at joint 4. "O• / ; Lr 7) Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 0-5-4 from the left end to Ai 1(/ connect truss(es)to back face of bottom chord. •0* 74E--..- ;lei to 8) Use Simpson Strong-Tie HGUS28-2(36-10d Girder,12-10d Truss)or equivalent at 1-10-8 from the left end to connect truss(es)to °i•,,,, '',. . 4 n P:•. �� back face of bottom chord. *! (5 •.� R 1.•'-`O? % 9) Fill all nail holes where hanger is in contact with lumber. 1/43' 0 N Atos -iiiiiii;,1E-' • LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albanl PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-3=-60,4-6=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 _Continued nn nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/93/2015 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,seeAN31/Wl1 Quality Cdteda,DSB-69 and BCSI Bolding Component 6904 Parke East Blvd. Safety Mormalbrpvailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r. Job Truss Truss Type Qty Ply Pecoraro Beach House T17161481 J180894-F1 H01 Roof Special Girder 1 A G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:34 2019 Page 2 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-05?LGi2yhM4pUWbLHCZSHTXUujMozV UTuBB9yizDFD7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-824(B)10=-5295(B) N r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mitDesign valid for use only with Make 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.seeANSVIPI1 Quality Criteria,DSe-e9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Informaeonovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply Pecoraro Beach House T17161482 J180894-F1 H02 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:34 2019 Page 1 ID:W 0jKr4W 03Xmm37t3wW AM6kybO4z-05?LGi2yhM4pU WbLHcZSHTXO0j RYzTYTuBB9yizD FD7 3-3-0 10-5-0 330 I 7-2-0 I 3x5-i Scale=1:36.4 4 10 8.00 112 11 3.50 12 6x6 1 3x4% 3 2 ,. N i 11.AAA( O ►t 6 0 5 3x4 I I 1.5x4 I I 4x4= I 3-3-0 i 10-5-0 3-3-0 7-2-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-15],[4:0-1-13,0-1-8] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.18 5-6 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. SLIDER Left 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=411/0-5-8,5=411/0-3-8 Max Horz 1=346(LC 11) Max Uplift 1=-159(LC 12),5=-204(LC 9) Max Gray 1=411(LC 1),5=458(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-974/548,3-4=-275/274,4-5=-371/315 BOT CHORD 1-6=-524/1018,5-6=-535/1011 WEBS 3-6=0/261,3-5=-1001/630 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-3-0,Interior(1)3-3-0 to 10-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ``` 11111111/11�� DOL=1.60 plate grip DOL=1.60 ,�� -A p S A, q I4, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% r' ' ............. �e ',� 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 e.z. .••s Ci E.N S'••'92 '� will fit between the bottom chord and any other members. • \. ' i 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 1 and 204 lb uplift at N O 39 38 0 I.: joint 5. • • :53 • .N:051739738: •it _ ! )5I . is, •..OR�. �• '�i�i,S�O N Al�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.161112015 BEFORE USE. Ini • 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,seeANSVIPI]Quality Criteria,DSB49 and BCSI Bolding Component 6904 Parke East Blvd. Safely Infotmafar rvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 t Job Truss Truss Type ay Ply Pecoraro Beach House T17161483 J180894-F1 H03 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:35 2019 Page 1 I D:W 0j Kr4W 03Xmm37t3wW AM6kybO4z-UHZkU23aSgCg649XrK5hgg4cG7ogizXc6rwi U9zDFD6 3-3-0 9-11-8 3-3-0 I 6-8-8 3x4,i Scale=1:35.6 4 I� 8.00 lii 11 3.50 FIT 6x6-r.-- 3x4:.-..- 3x4 3 2 if 1 iHIE''1 = II: cNJ MIN ga 5 3x4 I I 1.5x4 II 4x4= 3-3-0 9-11-8 3-3-0 I 6-8-8 Plate Offsets(X,Y)- [1:0-1-8,0-0-15],[4:0-0-13,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 5-6 >837 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-MSH Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. SLIDER Left 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=393/0-5-8,5=393/Mechanical Max Horz 1=328(LC 11) Max Uplift 1=-152(LC 12),5=-193(LC 9) Max Gray 1=393(LC 1),5=436(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-898/518,3-4=-262/260,4-5=-349/299 BOT CHORD 1-6=-493/941,5-6=-502/934 WEBS 3-5=-923/595 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-3-0,Interior(1)3-3-0 to 9-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ```tt,1I I i 11111111 DOL=1.60 plate grip DOL=1.60 ,‘‘ OPS A. •4, /to 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %• e i 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 • ��••\C E•N S•••(.6;',..,'i will fit between the bottom chord and any other members. • •..• F •• 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding152 lb uplift at 1 and 193 lb uplift at N 0 39380 PP jointP • joint 5. \-535)1'4\*.V-:\*.I.:11).."0.'11'NTRA.:47k-C17:1.7.-:".0.r.‘.‘\.144/11.11:: V Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 25,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mil-7473 rev.1 15 BEFORE USE. __es 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-89 and SCSI Balding Component 6904 Parke East Blvd. Safely IMo,maftonavailoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ( • 1 • Job Truss Truss Type Qty Ply Pecoraro Beach House T17161484 J180894-F1 KO1 GABLE 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:37 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-QghUvk5q_HSOLOJvy179v5941wW QAyCva9PpZ1 zDFD4 6-2-6 11-8-15i 17-3-8 I 22-10.1 28-4-10 34-7-0 6-2-6 5-6-9 5-6-9 5-6-9 5-6-9 6-2-6 Scale=1:57.3 4x4= 3.50 12 7 44 8 9 10 4511 3x4% 3x4 6 • • 12 5 13 4 K 14 5x5 5x5 _ I 15 3 2 q3 16 46 26 25 24 23 22 6x8 = 30 29 28 27 5x8= 21 20 19 18 6x8 = 5x8 = 5x8= 8-11-10 8-11-10 f-111'1 7-4-0 7-4-0 0-51-14 8-117 0 Plate Offsets(X,Y)-- [1:0-1-12,Edge],[1:0-3-2,Edge],[17:0-3-2,Edge],[17:0-1-12,Edge],[24:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.05 24-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 24-25 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.40 Horz(CT) 0.00 40 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:365 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. 1-2,16-17:2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):31,32,34,35 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-3-0. (Ib)- Max Horz 1=73(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,17,29,19 except 27=-904(LC 12),21=-904(LC 12), 28=-367(LC 21),30=-140(LC 12),20=-367(LC 22),18=-140(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,17,28,29,20,19,1,17 except 27=2076(LC 1),27=2076(LC 1),21=2076(LC 1),21=2076(LC 1),30=303(LC 21),18=303(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-2297/1508,7-8=-2280/1548,8-9=-2239/1547,9-10=-2239/1544,10-11=-2280/1545, 11-12=-2297/1505 WEBS 9-24=-1192/806,6-27=-1623/1007,6-33=-1367/2209,32-33=-1370/2218, 31-32=-1362/2199,24-31=-1369/2211,24-34=-1371/2211,34-35=-1365/2199, 35-36=-1373/2218,12-36=-1369/2209,12-21=-1623/1005 ```1111111111IIII .0 SA. fit NOTES- �• P. q B 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `:N �O••�c•E•N 8•••q2/i� Top chords connected as follows:2x8-2 rows staggered at 1-0-0 oc,2x4-1 row at 0-2-0 oc. " •• 0 c- •• • Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. No 39380 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. -•-11• PM-70° � 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. • Is��. ; '-u i • / rV'—" • Z. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-0-12 to 4-6-3,Interior(1)4-6-3 to 17-3-8,Exterior(2)17-3-8 ••• i„.1 ....,-- .• �j ��C/; to 20-9-0,Interior(1)20-9-0 to 33-6-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ��T Q Q:• �� and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .' • ' .......O R , 0 �� 5)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �/sQ-1::11- / •�� sC Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. AFI'',N r'11��,, 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. Thomas A.Alban)PE No.39380 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITek USA,Inc.FL Cert 6634 9)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,29,19,1, May 25,2019 Conti ire21Gmblit4t$27=904,21=904,28=367,30=140,20=367,18=140. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wil'- 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 Cdtoda,DSS-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely YMormationavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 * Job Truss Truss Type Qty Ply Pecoraro Beach House T17161484 J180894-F1 K01 GABLE 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s May 22 2019 MiTek Industries,Inc. Fri May 24 15:27:37 2019 Page 2 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-QghUvk5q_HSOLOJvy179v5941wW QAyCva9PpZ1 zDFD4 NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2100 lb down and 1422 lb up at 17-3-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:37-40=-20,1-9=-60,9-17=-60 Concentrated Loads(Ib) Vert:9=-2100(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1W03r2015 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,seeANSUTP11 Quality Criteria,OSB-89 and ICSI Belding Component 6904 Parke East Blvd. Sa1Ny sfoemallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property ( (Drawings not to scale) Damage or Personal Injury mr1M Dimensions are in ft-in-sixteenths. I Apply plates to both sides of truss I 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS O 1/lit 2. Truss bracing must be designed by an engineer.For Q wide truss spacing,individual lateral braces themselves *AI may require bracing,or alternative Tr I Obracing should be considered. cAO= 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�-a C6-7a designer,erection supervisor,property owner and plates 0-I/16"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. •Plate location details available in Mifek 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 w ICC ES Reports: use with fire retardant,preservative treated,or green lumber. 0 The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that "4* Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. 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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. 4Nii reaction section indicates joint IIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mu18.Use of green or treated lumber may pose unacceptable r_� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Reviisnotewsufficienall portionst. of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with P ' g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. 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W > _n =QLLJo U W m M U cn W a Q J F - Q 0 LL. Ali cls ;REVISION 3 D#� __C � TE_ 1 1 �l 51 NED � OFFICE COPY for error or defective I 14"" Fbor abps doom 7S/4" far 9alr4ny Ara.. bulkier b add ebpe kr dreimae 3RD STORY LAYOUT receipt of goods and prior to installation. Otherwise, said claim will be denied. nod 2,'03/6" 4'i" 5'B 1Cl' 22'103/8' 12'7 IV I i i Com' F lire Roof Comm hic of reme Roarca I'6111 nr1__ � " c 1.12 0 N b - 4a: Ledber by athere �, eoaom tar "' m H IF, ®j 1-10 u' Ft -02A b Fl -03A - awsau. -2 3/4" N ` b ra ra Ya' z'a' Ya' Yo^ Ya' rm Ya' raYaYa' 2'a'I,� ! r�4'i 7�1r, IIIIIIII �m N� le s 4 b 2 1�1 IIH ' F1- 9 n t Ue TMmnlp ry ) @@ 9F1- @@5 @@ 4 6 b H n r l 2 1.0 4' 0" 5' 0 117' Flame Floor In dAa area 1 TV - ,-0 1-05 C e1 "` 40'6" 1ST STORY LAYOUT 24'7" b' 10 Vis" 20' 117/8" ' LVL Schedule — Baem S an De h Plies _ F211 B 2 E01 _ 1 4. tr bt^ b w F F CO6 Loaded br 1`to 'Ij _ 1'4" N � support RWae Baem � Peek t(a)Hf�22� ® @ @ @ @ @ E03 T- F2-05._ 7 a' Y a' 2' 0" Y 17'e 1 2. Lerper by omera r^ aaou z 801 odom at r�9'6" b 'Frame Fbor 1'4„T. . rr In ihla Bron � _ 11. jaw F2-0 14 a ... 48” 52 F2-06 t' —� °� ' w 2' a' 2' a' 2' 0" 2' a' 2' 0" Y 0" 2' 0" 7 0" 2' 0" ' 0" Y 0" 2' a' 2' 0" 2' Y j2' a' 7 0' Y 0" 2' 0" Y 0" 2' 0" 2' V is F2-05 Com Frame Roof M tl,k ares b F204 not Wad—°o weh bhoaar paRa- 1302(7) repebad d DO 7 001(5) ��3) a CANNOT ba o Fl 14^ af 1' " - a' i2'0" 2' (r Y 0.1 2' a' 2'D" 12'0" 12'(1'! (;i 1' 1 " i Pro Uct Q Sa G02(B) e o CO2(3) 2ce(31 e AOz(5) i b' B" 13'7" 11' 1 10 247' 40'9° _ 23'7" 11,1a' 2ND STORY LAYOUT TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI .JOIST 2 LOADING CRITERIA vv7na aranaara ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT 11 Building Exposure D Building Type Closed Wall Height Legend = 5r4-1/2" - 10-4" L' ' 9'1-1/8" ❑000000000 C 000000 O 10 11 10❑ 9y'8v 0000000OOQO v v = N/A" J = 12' 411 °MNd6a,ava. "°"°'Al6e.eaa set Typical Truss End; - Typical Truss nd 3a' ems„ I Typical ruse En - s- Typica russ E s P atl�'reaaM �� aaerY. i�'"ml Na W ' ai-. W e'�nmw. ,. eY-. � gN,.Cetlen Moan. �� eeaAape0 aW �'� aMapgW M0. v I yp ce toss n a yp ca rues n s Engineer of Record: Christopher Kathe - FL PE# 36820 420 Osceola Ave Jacksonville Beach, FL 32250 hts is a cuss acement Pan my Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page ,Please refer to the BCSI Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Dr E JacksonvIlls, FL 32256 Phona:(904)288.8225 Fax: (904)260.2981 NNWV.MBS-CORP.COM JAXTR USS(MMS S -CO R P.CO M Job# J180894 Customer Grider Construction Inc Project: Pecoraro Beach House Lot/Sub: Address 1711 Beach Ave City,State: Atlantic BeachFL Scale: 3-16!'= 1' 1 bate: 5/29/2019 Designer: IJames Bratcher r K02(4) Y z azm� zea 2 a j Com Freme Roo11n this Ane KOi Loatled for 21004 to support Rldga Beam Q Peak I Com Frame Root In this Area i j ! I i 1 i 24' 7" 3RD STORY LAYOUT receipt of goods and prior to installation. Otherwise, said claim will be denied. nod 2,'03/6" 4'i" 5'B 1Cl' 22'103/8' 12'7 IV I i i Com' F lire Roof Comm hic of reme Roarca I'6111 nr1__ � " c 1.12 0 N b - 4a: Ledber by athere �, eoaom tar "' m H IF, ®j 1-10 u' Ft -02A b Fl -03A - awsau. -2 3/4" N ` b ra ra Ya' z'a' Ya' Yo^ Ya' rm Ya' raYaYa' 2'a'I,� ! r�4'i 7�1r, IIIIIIII �m N� le s 4 b 2 1�1 IIH ' F1- 9 n t Ue TMmnlp ry ) @@ 9F1- @@5 @@ 4 6 b H n r l 2 1.0 4' 0" 5' 0 117' Flame Floor In dAa area 1 TV - ,-0 1-05 C e1 "` 40'6" 1ST STORY LAYOUT 24'7" b' 10 Vis" 20' 117/8" ' LVL Schedule — Baem S an De h Plies _ F211 B 2 E01 _ 1 4. tr bt^ b w F F CO6 Loaded br 1`to 'Ij _ 1'4" N � support RWae Baem � Peek t(a)Hf�22� ® @ @ @ @ @ E03 T- F2-05._ 7 a' Y a' 2' 0" Y 17'e 1 2. Lerper by omera r^ aaou z 801 odom at r�9'6" b 'Frame Fbor 1'4„T. . rr In ihla Bron � _ 11. jaw F2-0 14 a ... 48” 52 F2-06 t' —� °� ' w 2' a' 2' a' 2' 0" 2' a' 2' 0" Y 0" 2' 0" 7 0" 2' 0" ' 0" Y 0" 2' a' 2' 0" 2' Y j2' a' 7 0' Y 0" 2' 0" Y 0" 2' 0" 2' V is F2-05 Com Frame Roof M tl,k ares b F204 not Wad—°o weh bhoaar paRa- 1302(7) repebad d DO 7 001(5) ��3) a CANNOT ba o Fl 14^ af 1' " - a' i2'0" 2' (r Y 0.1 2' a' 2'D" 12'0" 12'(1'! (;i 1' 1 " i Pro Uct Q Sa G02(B) e o CO2(3) 2ce(31 e AOz(5) i b' B" 13'7" 11' 1 10 247' 40'9° _ 23'7" 11,1a' 2ND STORY LAYOUT TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI .JOIST 2 LOADING CRITERIA vv7na aranaara ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT 11 Building Exposure D Building Type Closed Wall Height Legend = 5r4-1/2" - 10-4" L' ' 9'1-1/8" ❑000000000 C 000000 O 10 11 10❑ 9y'8v 0000000OOQO v v = N/A" J = 12' 411 °MNd6a,ava. "°"°'Al6e.eaa set Typical Truss End; - Typical Truss nd 3a' ems„ I Typical ruse En - s- Typica russ E s P atl�'reaaM �� aaerY. i�'"ml Na W ' ai-. W e'�nmw. ,. eY-. � gN,.Cetlen Moan. �� eeaAape0 aW �'� aMapgW M0. v I yp ce toss n a yp ca rues n s Engineer of Record: Christopher Kathe - FL PE# 36820 420 Osceola Ave Jacksonville Beach, FL 32250 hts is a cuss acement Pan my Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page ,Please refer to the BCSI Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Dr E JacksonvIlls, FL 32256 Phona:(904)288.8225 Fax: (904)260.2981 NNWV.MBS-CORP.COM JAXTR USS(MMS S -CO R P.CO M Job# J180894 Customer Grider Construction Inc Project: Pecoraro Beach House Lot/Sub: Address 1711 Beach Ave City,State: Atlantic BeachFL Scale: 3-16!'= 1' 1 bate: 5/29/2019 Designer: IJames Bratcher