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RC-18-1413 (3)BUILDING Miami Shores Village Building Department MAR 18 71,119 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 (n INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 209 , Master Permit No.2 nJ f (("l t PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION EY4013 CONTRACTOR DRAWINGS 1 p INE_ Q L 3 JOB ADDRESS: _K 1 ` l City: Miami Shores County: Miami Dade Zip: 33/30P Folio/Parcel#: 11- 72 A S--P P 7 -a 010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Kr Phone#: Address:�� City: V4Z_ Ae'- 51CP5 State: Zip: 33/3 p Tenant/Lessee Name: F Phone#: Email: M 4'"-'"So/YQ Nr-7 o r_ f,.a /11 CONTRACTOR: Company Name: KAk t,"_O.A 56,., Q2: �b,qM&t, t;n(Phone#: Address: I6'To1.q_S , 'r:I � City: �Ot.1/r 2 State: 0 V Zip: 3S 3 Qualifier Name: Phone#: yY-NZ--V00 State Certification or Registration #: C- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ () ®� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration E2New ❑ Repair/Replace ❑ Demolition Description of Work: l fLt35 at.Jn, Specify color of color thru tile:� Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a rtified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seve J days after the building permit is issued. In the absence of such posted notice, the inspection will not be apprlpved and a inspection fee will be charged. Signature or AGENT The foregoing instrument was acknowledged before me this /* day of Cir 20 by 11'1QY IC H utch i 5,2L-). who i personally known t me or who has produced as identification and who did take an oath. Signature &/ — ONTRACTOR The foregoing instrument was acknowledged before me this day of MCtr- 20 1�i by f l?u ;,) (Y OCAf , ,y -t, who personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: (� Sign: /�c:tri.✓ %�. �CG� Print: Print: `'py pU�,' KAITLYN M TAGUS �� KAITLYN M ORT GUS Seal: `.State of Florida -Notary Public Seal: t�°P�a% •: Commission # GG 201315 :° t E Co of Florida Notary Public =* •= Commission # GG 201315 My Commission Expires =9ac My Commission Expires "In March 28, 2022 '°'�On��`�\` March 28, 2022 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Or�ie�w+ Ir. f�rrs��i}iww. Martinez Truss Co., Inc. 9280 NW South River Dr. Medley, FL 33166 (305) 883-6261 * Fax: (305) 885-2925 infopmartineztruss. net Job Number: 18121801 Customer: AGME CONSTRUCTION Name: HUTCHISON ADDITION Address: 1225 NE 93 STREET City, ST, ZIP: MIAMI SHORES, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter: Computer Program Used: FBC2017/TP12014 MiTek Version: 8.23 Oct 2 Gravity: Gravity. 55.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 175 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 CITY OF MIAMI SHORES *see Project Engineer of Record: No. Date Truss ID# 1 02/22/19 1 H7 A0054502 2 02/22/19 1 HG5 A0054503 3 02/22/19 1T A0054504 4 02/22/19 1 TA A0054505 5 02/22/19 1 TB A0054506 6 02/22/19 2T A0054507 7 02/22/19 2TA A0054508 8 02/22/19 CJ5 A0054509 9 02/22/19 J1 A0054510 10 02/22/19 J3 A0054511 11 02/22/19 J5 A0054512 12 02/22/19 MV2 A0054514 13 02/22/19 MV4 A0054515 14 02/22/19 MV6 A0054516 15 02/22/19 MV8 A0054517 16 02/22/19 MV10 A0054513 17 02/22/19 V4 A0054519 18 02/22/19 V8 A0054520 19 02/22/19 V12 A0054518 This cover sheet is �' e At !',d'a�Statute 61 G15 31.604in lieu of signing and • v,� sealing each individual s of TndeiP�l1 e,W the truss designso'Is.attached wv 14:is �; • numbered and wl ind of iof%nd -,of each drawing..... • • L1. • .... • • • Engir i �rus';,pesigrPPac . •'.'. • • • • • i �I11A�TINEZ,.' k �� ...... • FL �je ng. No,D3 �� ....;. 24� �QJ1 St."/f1 �\' ..o 0 0. 0 0 . HIAL Ai0,ftWAWA b •••••. 0*:900 REVIEW OF STRUCTURAL SUBMITTAL PREPARED BY SPECIALTY ENGINEER REVISION CONSISTS OF CHECKING: THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS BEEN FURNISHED AND IS CONSISTENT WITH THE CONFIGURATION SET FORTH IN THE STRUCTURAL CONSTRUCTION DOCUMENT (NO CHECK OF DIMENSIONS WAS PERFORMED). THAT THE SUBMITTAL HAS BEEN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL VWO HAS UNDERSTOOD OUR INTENT AND USED THE SPECIFIED CRITERIA PROVIDED IN THE CONSTRUCTION DOCUMENT (NO DETAILED CHECK OF CALCULATIOWNAS PERFORMED) REVIEW 4?—+A'z';4w C: MAKE CORRECTION NOTED C. REVISE AND RESUNT ❑ NOT TE:APROrV/�/p� - DA3� U1 / / REVIEWED BY: IYI.i AIMEE RODRIGUEZ, PE Aimee-engn@yahoexom 786.M7157-FAX:306.2583346 Page I of 1 Job Truss Truss Type Qty Ply AGME CONST- HUTCHISON ADD. 18121801 1H7 Hip 1 1 A0054502 Job Reference (optional) Marilnez I russ lA., Inc., Medley, I-L :531 bb Hun: tf.ZJU s uci zl zul t3 t nni: d.z3U s uci zi zui a MI I eK Inausines, Inc. rn reo ZL I b:bZ:UI zui y rage 1 ID:Fb4D8WoTagOkxYQgsc_Q4zOAjd-PgrOySa4YAjHLZiP1 BypEEdWC?8PrZNOj6JUXIziXts 2-0-0 7-0-0 0-2 8 7-0-0 2-0-0 0-2-8 Scale = 1:30.3 US = 2.50 12 3 • • •••• •••••• •••••• • •• •• •••••• •••• •••••• • • •••••• •••• • ••••• LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.86 BC 0.94 WB 0.10 Matrix-MSH DEFL. in Vert(LL) 0.16 Vert(CT) -0.28 Horz(CT) 0.04 floc) I/dell Ud • 6-14 >999 360 • 6-14 >608 240 • 4 n/a n/a ' • PLAT&S •GRIP ' . MT20 • • • •1144/190 • • ' • ' • • • • • Weighl:4" • FT = 20o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 4=0-8-0 (min. 0-1-8) Max Horz 2=60(LC 7) Max Uplift2=-492(LC 11), 4=-492(LC 11) Max Grav2=970(LC 1), 4=970(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2119/1086, 3-15=-2081/1094, 3-16=-2081/1094, 4-16=-2119/1086 BOT CHORD 2-6=-957/2039, 4-6=-957/2039 WEBS 3-6=-4/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 7-2-8, Exterior(2) 7-2-8 to 11-5-7, Interior(1) 11-5-7 to 16-4-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2 and 492 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss 18121801 HG5 Martinez Truss Co., Inc., Medley, FL 33166 2-0-0 *Sao • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •••••• • • I&ABIM (psf) • • T K • : 30.0 rL • 15.0 • BCLL 0.0 '• • BCDL 10.0 Truss Type ---- — Qty Ply JAGIVIE CONST- HUTCHISON ADD. Hi Girder 1 1 A0054503 p Job Reference (optional) Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:08 2019 Page 1 ID:8Meo5? Wa6K2nKQPXE00bSCzwq PT-tsPmAobiJUr8yj HbavT2mR9oO PTPa?vXym3231ziXtr - -j 5-0-0 2-2-8 1-11-0 0-3-8 5-0-0 2-0-0 Scale = 130.3 2-2-8 -� 1415-0 ' 2:0-7_10 0- - :M -12 0-3-01, - [5:0-5-12,0-3-0],_j6:0-7-10,0-0-3] --- _ • -- • • • SPACINP- • 2-0-0 • CSI. DEFL. in (loc) I/defl Ud PLATES Plate Gnp•DOL• 1.33 TC 0.40 Vert(LL) 0.19 9 >891 360 MT20 • Lumbdt DO? • 1.33 BC 0.95 Vert(CT) -0.36 9 >476 240 ,:.a Rep Stress Incr NO WB 0.14 Horz(CT) 0.05 6 n/a n/a Code FBC2017/TPI2014 Matrix-MSH Weight: 79 lb LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-9), 6=0-8-0 (min. 0-1-9) Max Horz 2=51(LC 16) Max Uplift2=-621(LC 3), 6=-621(LC 4) Max Grav 2= 1 337(LC 1), 6=1337(LC 1) GRIP 244/190 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4265/1506, 3-19=-4372/1544, 4-19=-4372/1544, 4-20=-4372/1544, 5-20=-4372/1544, 5-6=-4265/1506 BOT CHORD 2-10=-1418/4173, 9-10=-1428/4231, 8-9=-1417/4231, 6-8=-1409/4173 WEBS 3-10=-71/402, 5-8=-72/402, 3-9=-60/261, 5-9=-63/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 lb uplift at joint 2 and 621 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 294 lb up at 5-0-0, and 89 lb down and 113 lb up at 7-2-0, and 252 lb down and 294 lb up at 9-5-0 on top chord, and 137 lb down and 34 lb up at 5-0-0, and 50 lb down at 7-2-0, and 137 lb down and 34 lb up at 9-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 13-16=-20 Concentrated Loads (lb) Vert: 3=-182(F) 5=-182(F) 10=-122(F) 8=-122(F) 9=-50(F) 4=-77(F) Job Truss Truss Type 18121801 �1T Common Martinez Truss Co., Inc., 2-0-0 aty Ply �AGIVIE CONST- HUTCHISON ADD. 2 1 A0054504 Job Reference (optional) Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:08 2019 Page 1 ID: Fb4D8WoTatfOkxYOgsc_04zOAjd-tsPmAobiJUr8yjHbavT2mR9hyPTZaOdXym3231ziXtr 2-0-0 4 ------ - - 3a6 = 1.5A 11 34— • • • •••• •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • ••••• •••••• • • 00000 7-2-8 7-2-8 • • • • • • • • • ----14-5-0 - - • • • 2-0-0• • • • • • LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl L/d • • • PLATlil • GRIP 0 0 0 • TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) -0.15 6-14 >999 360 . • MT20: • • • • L44/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.28 6-14 >608 240 • • • • BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 4 n/a n/a • • • 0 • • • • BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weig%5%tj,0 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 No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 b : I Scale = 1'29.9 44 = 2.50 12 3 15 16 W1 2 6 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 4=0-8-0 (min. 0-1-8) Max Horz 2=61(LC 7) Max Uplift2=-492(LC 11), 4=-492(LC 11) Max Grav2=970(LC 1), 4=970(LC 1) e insta led durmg truss erection, in accordance with Stabilizer Installation guide. - FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2095/1015, 3-15=-2052/1021, 3-16=-2052/1022, 4-16=-2095/1016 BOT CHORD 2-6=-891/2013, 4-6=-891/2013 WEBS 3-6=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, Interior(1) 10-2-8 to 16-4-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 Ito uplift at joint 2 and 492 Ito uplift at joint 4. LOAD CASE(S) Standard Job (Truss -- Truss Type Cry Ply AGME CONST- HUTCHISON ADD. 18121801 1TA Common 2 — 1 A0054505 Job Reference (optional) Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:09 2019 Page 1 ID:8Meo5? Wa6K2nKQPXE00bSCzwgPT-L2z9N8cL4oz?assn8c—HJfisJppMJT6gAQobcBziXtq 2-0-0 7-2-8 6-3-8 Scale .1:24.8 4x8 = 3 2.50112 13 � t 2 —" I 1.514 II _ - - -'--- ------)iT-- 1 •••• 5 • • 1.5x4 II yiG • • • •••••• •• •• •••••• • • • • • • • • • • • ••••• • •••• • • • • • • • • • • • • • • • • • • • 7-2-8_ 2-0-b 13-6-0 • - -- 44QI109i (psf) ! • SPACING- • 2-0-0 CSI. DEFL. in (loc) I/defl ILL 30.0 • • • • Plate Gr��'pp DOL. 1.33 TC 0.88 Vert(LL) 0.16 5-12 >999 T139 � • 15.0 Lumbe6 DOL • 1.33 BC 0.91 Vert(CT) -0.30 5-12 >533 BOLL • 0.0 ' • • Rep Stress fhtr YES WB 0.08 i Horz(CT) 0.03 4 n/a BCDL 10.0 • • ; • • Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 (min. 0-1-8) Max Horz 2=82(LC 7) Max Uplift4=-285(LC 11), 2=-485(LC 11) Max Grav4=730(LC 1), 2=933(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1852/1056, 3-13= 1810/1062, 3-14=-1813/1077, 4-14=-1871/1071 BOT CHORD 2-5=-981/1775, 4-5=-981/1775 14 CONNECTION BY BLDR. 3x6 Ud PLATES GRIP 360 MT20 244/190 240 n/a Weight: 48 Ito FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 5-1-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, Interior(1) 10-2-8 to 13-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 4 and 485 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type — -- Qty Ply AGME CONST- HUTCHISON ADD. i 18121801 1 TB Common 3 A0054506 1 Job Reference (optional) Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:09 2019 Page 1 I D:8Meo5? Wa6K2nKQPXE00bSCzwgPT-L2z9N8cL4oz?assn8c_HJfitlpgQJMOgAQobcBziXtq 2 0 0 7-2-8 5-0-8 0 2 0 scale . 1:22.9 4x6 3 2.50 12 _ _----�- _ 14 13 ��_--__.__ 15 T-- 4x8 I/ � W1 � 4 5 2 _ m 1.5x4 - - - - ddL — — 91 0 p • • • • 3x6= •• • • • 7 • • • • • ••••••• •• •• •••••• •••• •••••• • • •••••• •••• • ••••• • • • • • • • • 6-2-8 1-0-0 • • • • • 05-0-8 • • • 0-0 0 2 0 2-0-0 1250 _ _—••.••• — • Plate Offsets (X,Y)--[4:0-2-4,0-2-01,[7:0-0-6,0-1-111 - _— _ .-- -- -- :. • •-- • - =- - - ------------------------r- -_ _.*- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d • • PLATIV • • • URIP TCLL 30.0 Plate Grip DOL 1.33 I TC 0.82 Vert(LL) 0.14 8-12 >999 360 • • • MT20 244/190 ; • • • • TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.27 8 12 >544 240 • • • • • • • • • BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 7 n/a n/a • •. • BCDL 10.0 Code FBC2017/TPI2014 l Matrix-MSH Weight: 52 Ib 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 No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 7=0-8-0 (min. 0-1-8) Max Horz2=93(LC 7) Max Uplift2=-455(LC 11), 7=-278(LC 11) Max Grav2=857(LC 1), 7=686(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1492/871, 3-13=-1449/877, 3-14=-1442/891, 14-15=-1453/885, 4-15=-1482/885 BOT CHORD 2-8=-814/1423 WEBS 4-7=-656/491, 4-8=-819/1430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, Interior(1) 10-2-8 to 12-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 2 and 278 lb uplift at joint 7. LOAD CASE(S) Standard IJob Truss i18121801 2T Martinez Truss Co., Inc., Medley, FL 33166 2-0-0 2.50 F12 Truss Type Common -- 6-4-0 -- -- 15 T1 —� w 2 N ••••I •• •• •• • •• • 3x6 • • •••••• •• •• •••••• • •••••• •••• ••••• • •••• ••••• • •• •••••• • • • • 6-4-0 �g41N� Soso • • SPACIZIG- 2-0-0 Plate Grip DOL. 1,33 T 4� • 15.0 • Lumber DOL • 1.33 PK 0.0 ' • • Rep St4ess fhtr YES BCDL 10.0 • • • • Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 CSI. TC 0.58 BC 0.73 WB 0.08 Matrix-MSH REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 4=0-8-0 (min. 0-1-8) Max Horz 2=-57(LC 8) Max Uplift2=-453(LC 11), 4=-453(LC 11) Max Grav 2=874(LC 1), 4=874(LC 1) Qty Ply AGME CONST- HUTCHISON ADD. A0054507 3 1 - f Job Reference o tional) Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:10 2019 Page 1 I D:8Meo5?Wa6K2nKQPXE00bSCzwq PT-pFXXbUczr55sCOR_iKV WssF5gDCN2wLgP4Y98dziXip 6442-0-0 4X6 3 6 1.5M II Some = 1:27.0 16 T1 4 1.Sz4 5 IMS 6' Q _ 'o U6= 12 S 0 6-4-0 2-0-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.10 614 >999 360 MT20 244/190 Vert(CT) -0.18 6-11 >853 240 Horz(CT) 0.03 4 n/a n/a Weight: 51 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1784/900, 3.15=-1751/906, 3-16=-1751/906, 4-16=-1784/900 BOT CHORD 2-6=-782/1715, 4-6=-782/1715 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=151t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 14-7-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 2 and 453 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Tn,55Type Qty Ply AGME CONST- HUTCHISON ADD.A0054508 18121801 J2TA Common �2 1 Job Reference (optional) _ Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:10 2019 Page 1 ID:8Meo5?Wa6K2nKQPXE00bSCzwgPT-pFXXbUczr55sCOR_iKVWssF1 ADDM2vlgP4Y98dziXtp 1 -- 1-91-9� 0-11-81 14-8 6-4-0 - 2-0-0 - Scale - 1:23.3 2.50 12 4x6 3 4x10 = 1.5x4 II 2 Y 1.5x4 II 16 1-=7 d' jMj10 1 W3 -� -- ----- - —_ 1.5x4 II e I 1.5x4 II o 0' 7 6 —_.••• 1.5w1 11 3.4 =_ 6' • • •••••• •• •• •••••• • •••• •••••• • • • • • • • • • • ( 0-8-8, 1-7-8 2-4-4 3-11-12 •,'•,• • • • •.••••• 2-8-8 7-11-8 2-• 0 Plate Offsets (X,Y)•-._[2;0_2-8,0-1-8], [11:0-2-5 0-0-7], [12:0-1-15,0-2-0] ___.___ _______ .-_._ ___ • • . • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud • • PLATC9 • • • GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.08 6-15 >999 360 • • • MT20 244/190 ; • • • - TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.14 6-15 >680 240 • • • • • • BCLL 0.0 - I Rep Stress Incr YES W B 0.19 Horz(CT) -0.00 4 n/a n/a • 0000 • BCDL 10.0 L Code FBC2017/TP12014 _ Matrix -MP •' Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. T2: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* --_-.._ _ -I p r MiTek recommends that Stabilizers and required cross bracing B1: 2x6 SP No.2, B2: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. _'i OTHERS 2x4 SP No.3 - - — REACTIONS. (size) 4=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Horz4=-95(LC 8) Max Uplift4=-359(LC 8), 2=-442(LC 11) Max Grav4=606(LC 17), 2=707(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/133, 3-17=-407/90, 4-17=-427/85 BOT CHORD 4-6=-82/424 WEBS 2-6=-101/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-8-2 to 0-1-12, Interior(1) 0-1-12 to 1-7-8, Exterior(2) 1-7-8 to 4-7-8, Interior(1) 4-7-8 to 9-11-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 4 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type 18121801 CJ5 Diagonal Hip Girder Qty Ply AGME CONST- HUTCHISON ADD. 2 1 A0054509 Martinez Truss Co., Inc., Medley, FL 33166 2-9-15 Job Heterence (op[IOnaI) n: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:10 2019 Page 1 ID:8Meo5?Wa6K2nKQPXE00bSCzwgPT-pFXXbUczr55sCOR_iKVWssF1 wDEP2xegP4Y98dziXtp 3-5-11 3 5 11 Scale . 1:18.4 NAILS F(2)16d 3 1.77 1210 - a L � — - T1 9 2 __� 61 -- 12 4(2)16d NAILS •••••• •••• ••• _ 3A •••••• •• •• •••••• • ••••• • •••• •.... • •• •••••• • • see* • 0-0--_.—�-• 2-9-15 PIaFe Offsets�Y) •[2:0-4-10,Edd'r• . - • t8A6IKa (psf) • • • • • SPACINP- • 2-0-0 L• 30.0 • Plate Gnp.DOL• 1.33 • I&T L • 15.0 • • Lumbef DOE • 1.33 BCLL 0.0 '• • ; • • Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 6-11-6 - - - 6-11-6 -- CSI. DEFL. in floc) I/defl Ud PLATES GRIP TC 0.89 Vert(LL) 0.15 4-8 >556 360 MT20 244/190 BC 0.60 Vert(CT) -0.23 4-8 >356 240 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 29 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size) 3=Mechanical, 2=0-10-15 (min. 0-1-8), 4=Mechanical Max Horz 2=111(LC 3) Max Uplift3=-146(LC 4), 2=-482(LC 3), 4=-8(LC 4) Max Grav3=233(LC 1), 2=686(LC 1), 4=100(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) ' 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3, 482 Ito uplift at joint 2 and 8 Ib uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 42 lb up at 4-2-15, and 47 lb down and 42 lb up at 4-2-15 on top chord, and 30 lb down at 4-2-15, and 30 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 12--9(F=-5, B=-5) Job I TrL 18121801 11 Co., Inc., Medley, FL 33166 1 Iruss Iype Katy Ply AGME CONST- HUTCHISON ADD. Jack -Open [4 1 A0054510� Job Reference (optional) Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:11 2019 Page 1 I D:8Meo5?Wa6K2n KQPXEOObSCzwgPT-H RSvogdbcPDjpAOAG 111O4nH 1 ceSnOuzekHig4ziXto 2 0 0 1 0 0 O16d NAILS Scale = 1:51 3 4 (2) 16d NAILS 2� - ••• • • •• •f •••••• 2-0-0 ,.'1•grd Plate Offsets (X,Y) j2 0-7-7 Edge] - --- — - — • . • • — - -- - — =,r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud • • PLA+ • • GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) 0.00 8 >999 360 • • • MT20 244/190 • ' TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(CT) 0.00 8 >999 240 " ' : • • • Y BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 • • 2 n/a n/a *too BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 8 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 1-1/2x2-0/16 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz 2=56(LC 11) Max Uplift2=-376(LC 7). 4=-121(LC 1) Max Grav2=409(LC 1), 4=158(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) ' 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 121 lb uplift at joint 4. LOAD CASE(S) Standard Job 18121801 J3ss JTrawiJs_T_yp_e__ k4 Ply1 IAGME CONST- HUTCHISON ADD.A0O54511 --_ Job Reference (optional) Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:11 2019 Page 1 ID:8Meo5?Wa6K2nKOPXE00bSCzwgPT-HR5vogdbcPDjpAOAG11104nH1 ci?nOuzekHig4ziXto 2 0-0 3-0-0 L5x4 9 1 r • 66 • • ••••• • •• • • • • • • • • • • • t;A8l&5 (psf) • • �mb 2-0-0 fC4L • 30.0 J�k 15.0 •• L• 1.33 1.33 BCLL 0.0 '• 1 • Rep Stress Incr YES BCDL 10.0 Code FBC2017/fP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 3x4 II CSI. TC 0.55 BC 0.13 W B 0.00 Matrix -MP 3-0-0 3-0-0 DEFL. in (loc) I/defl L/d PLATES Vert(LL) -0.00 8 >999 360 MT20 Vert(CT) -0.01 8 >999 240 Horz(CT) 0.00 4 n/a n/a REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz 2=81(LC 7) Max Uplift3=-28(LC 7), 2=-300(LC 7) Max Grav3=74(LC 1), 2=398(LC 1), 4=28(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1,9.6 (2)16d NAILS 3 d 4 (2)16d NAILS GRIP 244/190 Weight: 15 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) ' 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 300 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type -- Qty Ply AGE CONST- HUTCHISON ADD. 18121801 J5 Jack -Open 3 1 1 A0054512 Job Reference (optional) Martinez Truss Co., Inc., Medley, FL 33166 Run:.23 80 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:12 2019 Page 1 ID:8Meo5?Wa6K2nKQPXE00bSCzwgPT-IdfHO9eDNjLZRKbMpIY_xHKSnOzOWr87tO1 FCWziXtn 2-0-0 5-0-0 2 1.5z4 II 1 3. II 2-0-0 Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 TCDL 15.0 Lumber DOL 1.33 BC 0.44 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz 2=108(LC 7) Max Uplift3= 89(LC 7), 2=-317(LC 7) Max Grav3=167(LC 1), 2=484(LC 1), 4=70(LC 1) 2.50 i 12 T7 B1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • r •••••• • • • 5-0-0 _ • • • • _ 5-0-0 Scale = 1:13.3 (2)16d NAILS 3 •"�`•(2)16d NAILS • • • • • • • • • • • • • • • • w • •• • ••••• DEFL. in floc) I/defl L/d • • PLATIV ... 6RIP Vert(LL) 0.06 4-8 >999 360 • .I • • MT20 244/190 ; • Vert(CT) -0.07 4-8 >906 240 ' ' • • • s • • Horz(CT) 0.00 2 n/a n/a • • • • Weight: 21 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. F iTek recommends that Stabilizers and required cross bracing e installedduring truss erection, in accordance with Stabilizerstallation-guide_ NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11-10 to 1-3-10, Interior(1) 1-3-10 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) ' 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 317 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qt4514 y Ply AGME CONST- HUTCHISON ADD. 18121801 MV2 Valley 1 1 Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct Reference2018 MiTek Industries, Inc. Fri Feb 22 16:52:12 01�95Page ID:8Meo5?Wa6K2nKQPXE00bSCzwgPT-IdfHO9eDNjLZRKbMpIY_xHKa1031 Wr87tO1 FCWziXtn - 2-0-0 - • •••••• •••• • • • P • • • - __.. — ___-_ --__ — 2-0-0 SPte LSA I (psf) Q i� • 8ripIii ! Plate Grip 0 90 0.90 CSI. DEFL. in (loc) I/dell L/d 1-CCL 30.0 • • • • • l D • Plate Metal DO! 0.90 TC 0.00 Vert(LL) n/a n/a 999 iCDL • 15.0 • • Lumb(4 D1% • 0.90 BC 0.01 Vert(CT) n/a - n/a 999 • $CCL 0.0 ` WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 • • • Rep Stress Incr YES Matrix-P • • • Code FBC2017/TP12014 LUMBER- BRACING- BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=2-0-0 (min.0-1-8), 1=2-0-0 (min. 0-1-8) Max Grav2=13(LC 1), 1=13(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:3.9 PLATES GRIP II Weight: 3 lb FT = 20% - - Rigid ceiling directly applied or 10-0-0 oc bracing. recommendsMiTek ing that Stabilizers liInstallation installed during truss in accordance with Stabizerr tn guide. J NOTES- 1) Gable requires continuous bottom chord bearing. 2) ` 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. LOAD CASE(S) Standard Job Truss 1I 8121801 MV4 Martinez Truss Co., Inc., Medley, FL 33166 Truss Type Valley i 3.4 2-0-0 CSI. SPACING- LOADING (psf) TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 TCDL 15.0 Lumber DOL 1.33 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 1 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Oty 'Ply 'AGME CONST- HUTCHISON ADD. 1 1 A0054515 Job Reference (optional) _ —_ _I s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:13 2019 Page 1 ID:8Meo5? Wa6K2nKQPXE00bSCzwgPT-Dq DfDVfr800O3U9ZNS3DTVtihQPcFIOG52mplyziXtm 4-0-9 a 2.50 Fz Scale - 1:7.4 • • • 3 ....•• • • • •••••• 00 •••••• • • 4-0-9 • DEFL. in (loc) I/dell Ud • • PLATB6 •GRIP .... • Vert(LL) n/a n/a 999 • • MT20 • • • •244/190 Vert(CT) n/a n/a 999 • • • • • • • • • • • Horz(CT) -0.00 2 n/a n/a • • • • • • iWeight:A" * FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiT k recommends rr ommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (size) 1=4-0-9 (min. 0-1-8), 2=4-0-9 (min. 0-1-8), 3=4-0-9 (min. 0-1-8) Max Horz 1=36(LC 7) Max Upliftl=-56(LC 7), 2=-77(LC 7) Max Grav 1=145(LC 1), 2=118(LC 1), 3=26(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1 and 77 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty DPIyAAGMEC0NST--HuTc—H-1—so--N ADD. 18121801 MV6 Valley 1 A0054516 b Reference o tional)_ Martinez Truss Co., Inc., Medley, FL Mi Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52*13 2019 Page 1 I D:8Meo5?Wa6K2nKQPXE00bSCzwgPT-DgDfDVfr80003 U9ZNS3DTVtbcONn FIOG52mplyziXtm - - -- 6-0-9 _ 1 •••••• •• •• •••••• • • • • •••••• 3A •••••• 0004 •••••• • • ••••• • •••• • • ••••• • •• •••••• • • • • • so- UIIDAFI1J1.G (psf) • • SPAC 4d i 2-0-0 CSI. Ott 30.0 • • • • • • Plate GVJp DOIO 1.33 TC 0.67 QCDL • 15.0 • Lumbw WL • 1.33 BC 0.17 �tte• 0.0 ' • •RepSResstrlCr YES WB 0.00 BCDL 10.0 • �� •' Code FBC2017/TP12014 Matrix-P LUMBER- - - - -- - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=6-0-9 (min.0-1-8), 3=6-0-9 (min. 0-1-8) 2.50 12 31 4 1.5A II 3 Scale . 1:10.9 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a -- Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz 1=61(LC 7) Max Upliftl=-95(LC 7), 3=-108(LC 7) Max Grav 1=247(LC 1), 3=247(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-202/269 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 5-10-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 1 and 108 lb uplift at joint 3. LOAD CASE(S) Standard IJob Truss 118121801 MV8 -- ---- - - Martinez Truss Co., Inc., Medley, FL 33166 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1 3A = Truss Type Oty Ply AGME CONST- HUTCHISON ADD. Valle 2 1 A0054517 y I Job Reference (optional) J Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:14 2019 Page 1 ID:8Meo5? W a6K2nKQPXE00bSCzwgPT-hOn2QrfTvKcHgeklxAaSOi Pg844J9 PKi WMHOziXtl 5-10-4 2-1-12 Scale = 1:14.2 5-10-4 SPACING- 2-0-0 CSI. Plate Grip DOL 1.33 TC 0.36 Lumber DOL 1.33 BC 0.10 Rep Stress Incr YES W B 0.16 Code FBC2017/TP12014 Matrix-P 1.5z4 3 2.50112 1.5A II 2 7 J- l w1 5 • •• •••• 4 • • 1.5z411 •••••• ••i*5A*RI • •••• •••••• 8-0-0 •� • • • • ... . . • -•-- DEFL. in (loc) I/deft L/d • • • • • PLATES • GRIP • Vert(LL) n/a n/a 999 ; 1 • ; MT20 244/190 • • Vert(CT) n/a n/a 999 • : • • • : • • • • • • • Horz(CT) 0.00 • • • n/a n/a • • • • • • Weighj:241b• FT=2Ws9•• BRACING- • • • • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. __ J REACTIONS. (size) 1=8-0-0 (min.0-1-8), 4=8-0-0 (min. 0-1-8), 5=8-0-0 (min. 0-1-8) Max Horz 1=88(LC 7) Max Upliftl=-66(LC 7), 4=-13(LC 7), 5=-213(LC 7) Max Grav 1=192(LC 1), 4=30(LC 1), 5=486(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-398/443 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 1, 13 lb uplift at joint 4 and 213 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss — - -- — �TrussType Qty Ply AGME CONST- HUTCHISON ADD A0054513 18121801 MV10 Valley 2 1 Job Reference (optionaq Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:14 2019 Page 1 I D:8Meo5? Wa6K2nKQPXE00bSCzwq PT-hOn2QrfTvKcHgeklxAaSOiPrpgi5JNPKi W MHOziXtl 5-8-8 1.5,,4 II 3 2.50112 Scale - 1:17.5 1.SA 11 2 T1 — — 6 W2 i _- 81 •••••• •••• • • • 5 q • • • • • • • 3z4 1.5A 11 1.5A 11 • • • •• •• •••••• • • •••••• • •••••• • • •••• • • ••••••• ••• •• • • • •• -_. ••••• • —. --. j .:1tg Orsels (x�;-- ;3i0-1-12,0-o-12J - - - - - - - - -- - L014DING (psf) • SPA •CMJQ• • : 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP •i�,;I... 30.0 • • Plate Grip DOL 1.33 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL • 15.0 • • • • • ; Lumber DOL • 1.33 BC 0.17 Vert(CT) n/a n/a 999 23c'L6 • • 0.0 ' Rep Sted%V? YES W B 0.14 Horz(CT) 0.00 4 n/a n/a CDL • 10.0 • • • Code BC2017/TP12014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer _i REACTIONS. (size) 1=10-0-0 (min. 0-1-8), 4=10-0-0 (min. 0-1-8), 5=10-0-0 (min. 0-1-8) Installa_ton guide. Max Horz 1=115(LC 7) Max Upliftl=-59(LC 7), 4=-78(LC 7), 5=-246(LC 7) Max Grav1=188(LC 1), 4=178(LC 1), 5=562(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-442/403 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 1, 78 lb uplift at joint 4 and 246 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss 18121801 V4 Martinez Truss Co., Inc., Medley, FL 33166 Truss Type Of Ply AGME CONST- HUTCHISON ADD. Valley 12 1 A0054519 �_____ Job Reference (optional) Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:14 2019 Page 1 ID:8Meo5?Wa6K2nKQPXE00bSCzwgPT-hOn2Qrf rvKcHgeklxAaSOiPvogks_IdPKiWMHOziXtl 2-0 0 - 2-0-0 Scale - 1:7.3 81 I"♦"•Y-Y• •Y • • • ♦ ♦ Y♦ ♦ ♦ • ♦•••♦Y•♦Y•♦Y•♦ -♦ ♦ • • • • Y• Y• ♦ • ♦ ♦ ♦ • ♦ ♦YYY•♦•Y♦•♦'♦Y'Y♦ ♦'♦ ♦ ♦Y•♦-♦Y•♦•••Y♦Y•♦Y•♦•Y♦ • ♦ ♦ • ♦ ♦ ♦ • Y♦ ♦YY'Y♦ ♦•♦•. �♦iiiiiiii♦i♦i♦i♦iiiiiiiii♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦iiiiiiiiiii♦iiii♦i♦iii♦i♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦iiii♦i♦i♦i♦ii♦i♦i♦i♦i♦i♦i♦ii♦iiii♦i♦•♦•♦♦•♦•i♦i♦•♦i♦i♦•♦i♦i♦•••♦♦♦♦♦•♦•� �♦i♦iii♦iiiiiii♦iiiiiii♦ii♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦iiii♦i♦i♦iiiiii♦i♦iii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦iiii♦i♦ii♦i♦i♦i♦i♦i♦i♦iii♦i♦iii♦i♦ii♦ • • • • •••• •••••• • • • --- ••••• -- •- 4-0-0 ` • • • • • LOADING (psf) I - SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud • • • • •PLATES GRIP • ' TOLL 30.0 � Plate Grip DOL 0.90 TIC 0.00 Vert(LL) n/a • - n/a 999 • • • • TCDL BCLL 15.0 0.0 Plate Metal DOL Lumber DOL Rep Stress Incr 0.90 0.90 YES BC 0.05 WB 0.00 Vert(CT) n/a Horz(CT) 0.00 n/a 999 • n/a n/a • • • • • • • • • • • • •' • • • • • • • . • BCDL 10.0 Matrix-P • • Weigh 6 I� FT = 20w� • • • Code FBC2017/TP12014 _- •- • • • • • LUMBER- BRACING- 0000 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size) 2=4-0-0 (min.0-1-8), 1=4-0-0 (min. 0-1-8) Max Grav2=26(LC 1), 1=26(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Gable requires continuous bottom chord bearing. 2) ' 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. LOAD CASE(S) Standard Job Truss Truss Type atv Ply �AGME CONST- HUTCHISON ADD 18121801 V8 Martinez Truss Co., Inc., Medley, FL 33166 R 4-0-0 3A = 2.50 12 2 Tl__ 1 � Run: Valley 2 1 A0054520 Job Reference optional] _J 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:15 2019 Page 1 ID:SMeoS? Wa6K2nKOPXE00bSCzwgPT-ACKOeBg5gek81nJxVtShZwy0aE0SjC172MFwprziXtk 4-0-0 Scale . 1:14,2 3 - • ' • •••• • 3x4 == 3x4 =- • •••••• • • • • • • • • • • • • • • • • • • • 0006. • • • •••••• •••• • ••••• 4-0-0 ••••• • • -- g QIfsets {X,i� 0 0,Ed�e3 • • • - ---8 -0 - - .:I: _ - LOADING • • �CSI. — - -_ (psf) SPAOIN10, 2-0-0 DEFL. in (loc) I/dell Ud PLATES GRIP •JrL • • 30.0 Plate Grip DOC 1.33 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 •""; Lumber4DOL • 1.33 BC 0.29 Vert(CT) n/a n/a 999 • MIbl. • • 0.0 ' Rep Stes%jrl YES W B 0.00 Horz(CT) 0.00 3 n/a n/a L • 10.0 • • • • ; Code BC2017/TP12014 Matrix-P Weight: 20 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (size) 1=8-0-0 (min. 0-1-8), 3=8-0-0 (min. 0-1-8) _ Max Horz 1=12(LC 7) Max Upliftl =-1 14(LC 11), 3=-114(LC 11) Max Grav 1=284(LC 1), 3=284(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-589/677, 2-3=-589/677 BOT CHORD 1-3=-629/558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 1 and 114 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Otv Ply �AGME CONST- HUTCHISON ADD. 18121801 V12 Valley 2 1 A0054518 _ Job Reference (optional) J Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Feb 22 16:52:15 2019 Page 1 I D:8Meo5?Wa6K2n KQPXEOObSCzwgPT-ACKOeBg5gek81nJxVt5hZwy?GEOijAtZZMFwprziXtk 6-0-0 2.50 f12 4ze = 6-0-0 Scale = 1:18.5 3.4 = 1.5w1 11 • • 3.4 =' • • • •••• • •••••• •• • • • • • • • • •••••• •••• •••••• ••••• LOADING (psf)� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud • • OO. • • . PLATES GRIP • TCLL 30.0 i Plate Grip DOL 1.33 TC 0.34 Vert(LL) n/a n/a 999 ; ' MT20 244/190 '• TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) n/a n/a 999 ' ' 000000 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a • BCDL 10.0 Code FBC2017/TP12014 Matrix-SH • • • • W eigl j 33 �b• FT = Alin • • • LUMBER- BRACING- ' • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. __ REACTIONS. (size) 1=12-0-0 (min. 0-1-8), 3=12-0-0 (min. 0-1-8), 4=12-0-0 (min. 0-1-8) Max Horz 1=-21(LC 8) Max Upliftl=-93(LC 7), 3=-95(LC 8), 4=-227(LC 11) Max Grav1=220(LC 16), 3=220(LC 17), 4=590(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-417/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1, 95 lb uplift at joint 3 and 227 lb uplift at joint 4. LOAD CASE(S) Standard AUGUST 3, 2015 TRUSSED VALLEY CONNECTION DETAIL I T-VALLEY-180-D =F---i0=0 O �o 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 16d NAILS 6" O.C. GABLE END, COMMON TRUSS OR GIRDER TRUSS MiTek USA, Tampa, FL GENERAL SPECIFICATIONS 1. NAIL SIZE = 3.5" X 0.131" = 16d 2. WOOD SCREW = 4.5" WS45 LISP. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-05 7. VALLEY STUD SPACING NOT TO EXCEED 60" O.C. 8. BASE TRUSS AND VALLEY TRUSS MUST BE SOUTHERN PINE LUMBER. BASE TRUSSES VALLEY TRUSS TYPICAL ACH 2x4 CONTINUOUS NO.2 SP THE ROOF W/ TWO USP WS45 (1/4" X 4.5") OD SCREWS INTO EACH BASE TRUSS. / ``% P BS r A. ♦� 0*1 • No' 3938 W 1.5" Max �0 0 N A� FL Cert. 6634 1 •••• • •a•• • • • • • • • • • • • • • • • • • • • •••• • • •••••• •� • • •• •• • • • •• • GABCE!W,,;OMMON TRUSS OR GIRDER ER • • • • • • • • • • •• .000 WIND DESIGN PER ASCE 7-10 MAXIMUM WIND SPEED = 180 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 EXPOSURE B, C OR D WIND DURATION OF LOAD INCREASE: 1.33 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 4.8 PSF ON THE TRUSSES. August 3, 2015 i JANUARY 1, 2009 _..... =o_..� E-��f tom__-UIC� MiTek USA, Inc. Nailing Pattern L-Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace (On Two-Ply's Nail to Both Plies) WE Web \ Nails L-BRACE DETAIL ST - L-BRACE MiTek USA, Inc. Page 1 of 1 Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. L-Brace must be same species grade (or better) as web member. L-Brace Size for One -Ply Truss s4ified GontinuoV Rows oT Lateral BrFjcin% Web Size •U•••• 2 ......... _._.._• 2x3 or 2x4 ' '' ••• _.-.... --r'-sue...... - ,• 2x6._. -•1�� • - --.� I 2x8• L__...._ - i__ •• DIRECT SUBSTITUTION NOT,*AMPt;"AQLE. • • • L-Brace Size ( for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 J 2x4 2x6 2x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. tttttttttttr°°°° A, 3 3 38, 938 r� (fis O R °°��+►�r t uttr• �FL Cert. 6634 Jane 10, 201.4 GENERAL NOTES NOTES GENERALES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizaacinderestrlcci6nlateral and diagonal bracing. Follow the recommendations y arriostre diagonal tempora/es. Use las recomendaciones for handling, installing and temporary restraining de maneJo, instalacii restri i6n yarriostre temporal de and bracing of trusses. Refer to BCSI - Guide to los trusses. Vea el folletoVC5i-Guia de Buena Prac6'ca Good Practice for Handling Installing. Restraining oars el Manglo In5talacl6n Restriccidn yArriostre de lgs & Bracing of Metal Plate Connected Wood Trusses de Madera ConeLtados con Placas de Metal*** Trusses*** for more detailed information. para informacion mas detallada. Truss Design Drawings may specify locations of Los dibi de diseno de lips trusses pueden especificar permanent lateral restraint or reinforcement for las localizaclones de restriccidn lateral permanente o individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss. Vea la B3*** for more information. All other permanent hpia resumen BCSI-83*** para mas informacitin. El bracing design is the responsibility of the building resto de lips diseias de arriostres permanentes son la designer. responsabilidad del disenador del edifido. - WARNING! The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. iADVERTENCIA! El resultado de un maneJo, levantamiento, insta/adbn, restriccidn y arrisotre incorrecto puede ser /a cafda de la estructura o a6n peor, heridos o muertos. A(cW, 9 UTi(6Ap Banding and truss plates have sharp edges. Wear gloves when handling - M--- and safety glasses when cutting banding.GY 9 Chapas de metal tienen hordes afiladosLleve guantes y /entes protectores cuando corte las ataduras. HANDLING - MANEJO EMMA Avoid lateral bending. A (5wjmiio L Use 9O, YY tom& Udlice Evite la flexi6n lateral. special care in culdado especial en windy weather or allies ventosos o cerca near power lines de cables eldctricos o and airports. de aeropuertos. Spreader bar for truss fTS7fS� The contractor is responsible for properly receiving, unloading and storing O O the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. 1-71 El contrabsta tiene la responsabdidad de recibir, descargar y a/macenar adecuadamente los trusses en la obra. Descargue lips trusses en la tierra lisp para prevenir el dano. T, r t � It Q Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored horizontally for more than one week, place blocking of sufficient height beneath the stack of trusses at 6' 1 m) to 10' 1 m) on -center (o.c.). Los trusses pueden ser descargados directamente en el suelo en aquel momento de entrega o almacenados tempora/mente en contacto con el suelo despues de entrega. Si los trusses estarM guardados horizontalmente para mas de una semana, ponga bloqueando de altura suficiente detras de /a p/la de los trusses a 8 hasta 10 pies en centro (o.c.). For trusses stored for more than one week, cover bundles to protect from the environment. Use proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improviser. DO NOT store NO almacene unbraced bundles verticalmente lips upright. trusses sueltos. Para trusses guardados poi de una semana, (S) DO NOT store on NO almacene en tierra cubra los paquetes Para protegerlos del ambience. uneven ground. desigual. Refer to BCSI*** for more detailed information -.;. pertaining to handling and jobsite storage of trusses. Vea el folleto BCSI*** para /nformaddn mas detal- lada sobre el maneJo y almacenado de los trusses _ a`►.,, en area de trabajo. - HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES DON'T overload the crane. NO sobrecargue la gr6a. NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. w R A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses of 30' (9.1 m) or less. Use at least two lift points for bundles with trusses up to 60' (18.3 Ti Use at least 3 lift points for bundles with trusses greater than 60' (18.3 m). Puede usar un solo lugar de levantar para pa- quetes de trusses de la cuerda superior hasta 45' y trusses de cuerdas paralelas de 30' o menos. Puede usar dos puntos de levantar para paquetes mas de 60 pies. Use por to menos tres puntos de levantar para paquetes mas de 60 pies. - WARNING! Do not over load supportint structure with truss bundle. iADVERTENCIA! No sobrecargue la estructura apoyada con el paquete de trusses. Z Place truss bundles in stable position. Puse paquetes de trusses en una posicid estable. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES I401WIR ALES • • •••• Hold each truss in position with the ere%pryd�uitnent until top chord temporarylalerafl•f Raint Is installed and the truss is fastened to the hearing points. • • • Sostenga cede truss en posfcidn con equipo••• •gta hasta quL*I#re**ci6n lateral egr j4`de Iz cuerda superior este instalado y el trust •sid6weegurado en los soi UM Using a single pick -point at theEpeak can damage thg �u� i ♦ • • • El use de un solo lugar en el pico pare levantar puede • 60' or less' • • • hacer dano al truss. • o • • ♦ • ♦ • • • ... l• "in. oreader bar Toe -in _Toe-m I Imo_ Spreaoer bar to tly/t—'I 2/3lruas lenlgth Tagline TRUSSES UP TO 60' (19.a m) _y TRUSSES HASTA 60 PIES Locate above mid -height Tagline I ii Approx. 1/2 __" truss length • • TIRISSES UP TO 310e9••'I•-• �.T♦-• &&SES HASTA 30 PIES ♦Sprei ba• A • f- Spreader bar 2/3 to 3/4 truss length —� TRUSSES UP TO AND.OVER 60' (18.3 m) TRUSSES HASTA Y SOME 60 PIES INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO ❑✓ Trusses 20 - (6.1 m) or less, support near peak. Soporte cerca al pico -- los trusses I E Trusses up to 20' -o.de 20 pies o 1 m) meri Trusses hasty 20 pies Trusses 30' (9.1 m) or f less, support at \ quarter points. Soporte de los cuartos de tramo los F Trusses up to 30' i trusses de 30 (9.1 m) pies o menos. Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to BCSI-82*** for more Top Chord Tempora information. Lateral Restraint Vea el resumen BCSI-B2*** para mas infor- (TCTLR) macldn. 2x4 min. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para el primer =90° truss directamente en linea con cada una de las filas de restinccidin lateral temporal de la cuerda superior (vea la tabla en la pr6xima Brace first truss colu�- securely before mns). erection of additional DO NOT walk On trusses. unbraced trusses. / NO Gamine en trusses Qsueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES I✓Z 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 2) Instate loss arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de tierra. 3) Instate /os pr6ximos 4 trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para cos pianos de los miembros secundarios para estabi/ice los primeros cinco trusses (vea abajo). 6) Instate la restricci6n lateral temporal y arriostre diagonal para /a cuerda Inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses est€n Instalados. IM Refer to BCSI-82*** for more information. Bea el resumen BCSI-B2*** para mis informaci6n. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICC76NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES (�J This restraint & bracing method is for all trusses except 3x2 and 42 parallel chord trusses (PCTS). See top of next column for temporary restraint and bracing of PC -Ts. Este m6todo de restricci6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCT.5) 3x2 y 4x2. Bea la parte superior, de la columna para /a restricci6n y arriostre temporal de PCTs. 1) TOP CHORD - CUr*EA SUPSRIOR se • 4" 1 s Span III Top Chord m1 �tpr tel l Restraint(TCTLR) Spading Lo itud de Tramo• t:ap l miontoV At"l6 m TAii pOrat de to Cuerda Superior • 30' •• • a •($.im •• •••10' •• •(:m) o.c. max. •�9 m)- • • �4 • • •8�?4 m) D.C. max. 1 .7 m • • •45' (3J m) - • • •6' (1 8 m) D.C. max. 18.3 m • •00'Z?at m) - • • • i'•( Wam) D.C. max. iAii m)* • • • • *ConselLLa Registered Designyrofessional for ";Y,S"II(%:er than 60' (18.3 m) "Cony lFe a un Professional Registrado de Dis�to tiara triysses m6s de jfyrie•. • • • •Y! �! • See 2- for TCTLR options. a Bra*** paraelrk opcisnes de TCtILR. •y��, Refer to BCSI-BB•'• • ` _ for Gable End Frame re- fy� straint/bracing/ reinforcement - k information. Para informac cin sobre restdc- d6n/ardostre/refuerzo para Armazones Hastiales vea el �1 Repeat diagonal resumen BCSI-B3*** braces for each set of 4 trusses. Note: Ground bracing not shown for clarity. Repita loss arri- sotres diagonales para cada grupo 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS de 4 trusses. LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL } SON MUY I IMPORTANTESI Web members 10' (3 m) - 15' (4.6 m) max. Same as bottom chord lateral restraint 3) BOTTOM CHORD - CUERDA INFERIOR / Lateral Restraints - 2x4x12' or greater lapped over two trusses.- ` Bottom chords / Diagonal bracing Note: Some chord and web members not shown for clarity. 4�- Diagonal braces every 10 truss spaces 20'(6.1 m) max. 10' (3 m) - 15' (4.6 m) Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10' 3 m) or Diagonal bracing Repeat diagonal bracing "I OTM Refer 15' y4.6 m)• every 15 truss spaces 30' to BCSI-B7*** for _ / (9.1 m) more Information. ,�---�-�- �� Bea el resumen BCSI-B7*** para C mas informaci6n. Apply diagonal brace to vertical ----`� webs at end of cantilever and at bearing locations. All lateral restraints - d- lapped at least two trusses. "Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15' (4.6 m) o.c. for 42 chords. INSTALLING - INSTALACION Out -of -Plane Max. sow Truss Length [�] Tolerances for Out -of -Plane. Out- f-Plumb Tolerancias para Fuera-de-Plano. Max. Bow D150 D (ft.) Length --►/ rrr111 6 ram 1' Max. Bow Length -> m 0. 112" 2' 2' 3/4" 19 mm 12.5' 3.8 m 22mm) 14.6' 4.5 m 1" 16.7' Max. Bow p 13 mm 0.6 m 25 mm) 5A m 1-1I8" 18.8' -- .....__..__........._ t 3/4" 3' Length o Plumb 19 mm 0.9 m 29 mm 5.7 m 1-1/4" 32 mm 20.8' 6.3 m ./line 1" 4' Tolerances for f 25 mm 1.2 m Out -of -Plumb. 1-1/4" 5' 1-3/8" 22.9' Tolerancias para %o max 32 mm 1.5 m 1-1/2" 6' Fuera-de-Plomada. 38 mm 1.8 m 35 mm To m 1-112" 38 ram 25.0' 7.6 m 453 m 89IT CONSTRUCTION LOADING 453mm 2.1 m CARGA DE CONSTRUCC76N 2" 28' 2" i33.3' DO NOT proceed with construction until all lateral 51 mm z2.4 m 51 ram 10.1 m restraint and bracing is securely and properly in place. NO proceda con la construcci6n hasta que todas las restric- Clones /aterales y los arriostres est6n colocados en forma aprop/ada y Segura. DO NOT exceed maximum stack heights. Refer to BCSI-B4*** for more Information. NO exceda las a/turas maximas de mont6n. Bea el resumen BCSI-B4*** para mhs informaci6n. DO NOT overload small groups or single trusses. NO sobrecargue pequen`os grupos o trusses Individuales. NEVER stack materials near a peak or at mid -span. NUNCA amontone loss materiales cerca de Lin plco. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea pos/b/e. Position loads over load bearing walls. Co/oque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES Refer to BCSI-B5.*** Bea e/ resumen BCSI-B5. *** f.. Maximum stack Height for .Material on Trusses Material Height Gypsum Board 12" (305 ram) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8" (203 ram) Clay Tile 3-4 tiles high Truss bracing not k'--- ---- -. 'I shown for clarity. DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO Corte, altere o perfore ning6n miembro estructura/ de un truss, a menos que est6 especificamente permitido en el dibujo del disen"o del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durance la construcci6n o han sido alterados sin /a aurorizaci6n prevla del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia lim tada del Fabrl- cante de Trusses. "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance To view a non -printing PDF of this document, visit vmw.stxindustrv.com/bl. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (If applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance In some aspect of the construction project, It should seek assistance from a competent parry. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the busses into place SAFELY, These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel Involved with buss design, manufacture and Installation, but must, due to the nature of responsibilities inyorved, be presented only as a GUIDE for use bm y a qualified building designer or contractor. It Is not intended that these recommendations be Interpreted as superior to the building designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bracing and providing stability for the walk, columns, rams, roofs and all the interrelated structural building components as determined by the contractror. Thus, SBCA and TPI expresstydWalm any responsibility for damages arising frorn the use, application, or reliance on the recommendations and Information contained herein. -� tmusscousut TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St, Ste. 312 " Alexandria, VA 22314 608/274-4849 • www.sbcindustry.com 703/683-101.0 • w-Apinst.org