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EL-14-2278
Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233435 PermitNumber: EL-10-14-2278 Scheduled Inspection Date: November 12,2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: RICE, CORRIE Work Classification: Alteration Job Address:41 NW 105 Street Miami Shores,FL 33150- Phone Number Parcel Number 1121360050290 Project: <NONE> Contractor. JERSEY ELECTRIC CORP Phone: (786)295-7826 Building Department Comments RELOCATE OVERHEAD TO UNDERGROUND SERVICE Infractio Passed Comments RISE AND ATTACHED ADDITION INSPECTOR COMMENTS False Inspector Comments Passed E� CREATED AS REINSPECTION FOR INSP-231566. Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 10,2015 For Inspections please call: (305)762-4949 Page 4 of 34 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231566 Permit Number: EL-10-14-2278 Scheduled Inspection Date: April 03, 2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: RICE, CORRIE Work Classification: Alteration Job Address:41 NW 105 Street Miami Shores, FL 33150- Phone Number Parcel Number 1121360050290 Project: <NONE> Contractor: JERSEY ELECTRIC CORP Phone: (786)295-7826 Building Department Comments RELOCATE OVERHEAD TO UNDERGROUND SERVICE Infractio Passed Comments RISE AND ATTACHED ADDITION INSPECTOR COMMENTS False Inspector Comments PassedD� y� /'lam Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 03,2015 For Inspections please call: (305)762-4949 Page 31 of 32 Miami Shores Village Building Department0CT 6, 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 - _ INSPECTION'S PHONE NUMBER: 30 762.4949 FBC 201 BUILDING Permit No. EL N PERMIT APPLICATION Master Permit No. '7- 14- 1660 Permit Type: Electrical JOB ADDRESS: `+I " 1 City: Miami Shores County: Miami Dade Zip; 5 15D Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder) C 0 Q'R Phone#• -7-99. 5-7—&5 Address:. NW 10*5"' " City: �1 L'�Y1M 'jh0�Ce S State• l_ gip; Tenant(Lessee Name: Phone#• Email:_ C t)k(•� r-- R , PAUL gYYI l -corn CONTRACTOR:Company Name: Phone#: �� Address: S4fh I d cf City: State: Zip: �33 7 Qualifier Name: I (` rrvt?C `� Phone#:_786-Z!5�s-' 902-6 State Certification or Registration M 13D o 1(ore/ Certificate of Competency#: Contact Phone#: M-Z -S Email Address:,lee�8�alp BP/1 a u�F-Gr eUe7t'' DESIGNER:Architect/Engineer. Phone#: - Value of Work for this Permit: s 60. Square/Linear Footage of Work: Type of Work: OAddress tion UNew Cll�pair/Replace gDemolition Descri tion of Work: ° ��t ��� �� ` 644 N Submittal Fee$ 00-0 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ d Training/Edncation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ` Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days afier the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C (�, Signature Owner or Agent Con9ctor)-' The foregoing instrument was acknowledged before me this The foregoing ' was acknowledged before me this day of S A,— ,20k"'-,by +L— 2 LC-(— day of ,by who is personally known to me or who has produced PL- i is perso lly known to me or who?bas produ � 9 As identification and who did take an oath. C4 1 67, as i cation and who did take an oath. NOTARY PUBLIC: \\\\00%J1 I It I NOTARY \\\�� Ga�if r,�r Sign: Sign: Print: =m ``�'�% ``� '� '�' - Print: My Commission Expires: My Conin IRISTOPHER LEAI. �0J /DA ``\���`�� t' P��� MY COMMISSION#FF110276 i"i,rnni������, d°•" EXPIRES April 7,2018 *,�arvr�r�r*ar�r�r�r �e�rtar�r* � �r�rx,x*�r�r**,�ar�r�rt*�rat�r�ter��r�x* rr*ar,��a,r�ra�r�rar ,��r*�r of FW FI �t3 � APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) JU14ia Local Business Tax Receipt Miami-Dade County, State of Florida THIS IS NOTA BILL — DO NOT PAY LBT 2505361 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES JERSEY ELECTRIC CORP RENEWAL SEPTEMBER 30, 2015 5461 SW 143 AVE 2629120 Must be displayed at place of business MIAMI FL 33175 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECE"PED JERSEY ELECTRIC CORP 196 ELECTRICAL CONTRACTOR BY TAX COLLECTOR Worker(s) I E13001614 $75.00 08/05/2014 FPPU14-14-007069 This Local Business Tax Receipt a*coonnns payment of the Local Busies Tax.The Recelpt is am a ticease, permit,w a certlRoation of the holders qualifications,to do badness.Holder ami comply with Bary govemmetatal as nongovernmental ragalatory laws and requirements wbiob apply to the buslum The RECEIPT N0.above mast be displayed as all commercial vehicles—Muni—Dads Code Sac lia-Vil. For more hsfoaaadon,visit www miamhledB.00vftaxcoHeador RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �a ELECTRICAL CONTRACTORS LICENSING BOARD i ,vF b EC13001614 dl y 4 # The ELECTRICAL CONTRACTOR Named below IS CERTIFIED 'T , Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 G©NZALEZ,WILFREDO JERSEY ELECTRIC CORPORATION 5461 SW 143 AVENUE MIAMI FL 33175 �jk ISSUED: 07120/2014 DISPLAY AS REQUIRED BYLAW SEG# L1407200002226 7 ® DATE(MMIDD/Y " ACORU CERTIFICATE OF LIABILITY INSURANCE `� 1 10/15/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Pablo M Conde A&A Underwriters, Inc. H N 305-220-7447 A No:305-220-4821 8778 SW 8th Street AADDDDRESS: pmc@aaunderwriters.com Miami, FI 33174 INSu S AFFORDING COVERAGE NAIL# INSURER A:Scottsdale Insurance Company 003292 INSURED INSURER a:Technology Insurance Co. 011234 Jersey Electric Corp INSURER c: INSURER D: 5461 SW 143 Ave. INSURER E MIAMI FL 33175 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER M/D M/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE PREMISES Meoccurrence) $ 50,000 A CPS2068262 09/08114 09/08/15 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY�JECT F LOC PRODUCTS-COMP/0P AGG $ 1,000,000 OTHER r $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIREDAUTOS NON-OWNED PPReOP decd DAMAGE $ AUTOS ( $ UMBRELLAL1AB OCCUR EACH OCCURRENCE $ EXCESS LI1B CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B YIN TWC3383282 12/14/13 12/14/14 ANY C OFFIERIMEMBER PEXCLUDEDD?ECUTIVE a N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-FA EMPLOYEO$ 1,000,000 N yes,describe under DESRIPTION OF OPERATIONS below E-L DISEASE-POLICY LIW I$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,AddMonal Remarks Schedule,may be attached H more space Is required) EC 13001614 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHO10050 NE 2nd Ave THE EXPIRATION LD ANYEXPIRATION DAOF THE ATE VTHEREOF,NOTICE POLICIES EWILLBE CANCELLED DELIVERED BEFORE Miami Shores, FI 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR®REPRESENTATIVE 01888-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD ` . Rrwal.Trlyss UsAyfacturing •'� 9960�NW79fN Me, Suite#6 �Ifalyan, barcleg:FL 33016 Royal Truss Tel: (305) 822-0020 Fax: (31)6) 822;00;p. • e • • • • • • • • % • • • • • • •• ••• • • • • • • • • • • • • • Site Information: Project customer. MRS. CARRIE RICE 41 NW 105 STREET MIAMI SHORES ,FLORIDA =•• ••' General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: 7.35 May 18 2012 Roof Load: ;�rJ psf Floor Load: N/A Wind Code. MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 175 mph This package includes 3 . individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet - conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. . No. Date Truss ID# Seas# !h 1 07/28/15 T1 A0024683 VC T(J�] L 2 07/28/15 T1A A0024684 V/EVV fj 1 3 07128/15 T2 A0024685 PROVED ®��m••° ls�Cr�"A''�. �'e The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by.Royal Truss Manufacturing, Hialeah Gardens,FL. �N Truss Design Engineer's Name: Orlando M. Fortun, P.E. ° { PE#22249, EB#0005512e � 0?R1 1:;1L¢AL , °a f°En2p4% EH:•Ii7 M11,2 NOTE: The seal on these draWin s indicate acre tante of 8ft,3t hTEIrAU�e'fl."MA 33M g p TEL-r s)767-G RAX-(30)262-WH professional engineering responsibilty for*the truss components shown. JUL 2 7 2095 �../ Page 1 of 1 Engineers Name Date Job Truss Truss Type Qty Ply ii, 1 • A0024683 7-12-15 T1 KINGPOST 10 :•.• b 0tefeien'se 000 0 ••iioriel •:. 7.350 s May 1 012T I eig Inc. ue;ul 28 18:04:20 2015 Page 1 ID:Opz3onloGe9eluNKEkLcF*AyP17ti WDE142hE9RCooITM*mQeDBDwEvXGIgRrVxC9QytTcP 0-9-0 6-8-0 13-4-0 134-1 0-0-1 6-8-0 6;8-0 ... 0-b-1 . . . . .. . . .. . . . . . . . . . % • • • • • 00: • • Scale=1:22.0 • • • • • • • • • Camber=1/8 in so 0 _ _.._.... • .r .•.._�_..• .. .-.•-...-- •.__._ 4x4= •• • • • • • ••• ••0. 3.00 12 2 5 8 7 8 1 1 3 ilk I 4 6 6 3x5= 2x4 II 3x5= 6-8-0 , 13-4-0 , r 6-8-0 6-8-0 Plate Offsets KY): [1:0-0-12,0-1-8],[2:0-2-0,0-2-41,[3:0-0-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.12 1-4 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.74 Vert(TL) -0.22 1-4 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) Weight:43 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=602/0-8-0 (min.0-1-8),3=60210-8-0 (min.0-1-8) Max Hori 1=34(LC 10) Max Upliftl=280(LC 11),3=280(LC 11) Max Grav1=697(LC 2),3=697(LC 2) FORCES (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when'shown. TOP CHORD 1-5=-1626/904,5-6=-1553/905,2-6:F-1548/913,2-7=-1548/913, 7-8=1553/905,3-8=1626/904 BOT CHORD 1-4=-79511500,3-4--795/1500' NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;175mph(3-second gust)Vasd=136mph;TCDL=5.0psf;BCDL=5.0 ;h=15ft;B=45 L= 4 eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2) Inw o to 6-8-0,Exterior(2)6-8-0 to 9-8-0 zone;C-C for members and forces&MWFRS for re ;Lumber PA DOL=1.60 plate grip DOL=1.60 COaVG1 INS�STfdICit—3, 3)Plates checked for a plus or minus 0 degree rotation about its center. f 49 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all are s h a. ctangle 3-6-<1 of . Eawao by 2-0-0 wide will fit between the bottom chord and any other members. �7em s�3�h TEf2RkcE t9N L•F1 oFI3A 33E3 5)One RT3A USP connectors recommended to connect truss to wring walls due to Un and 3. Fii "bs.6as• Fax_0*116z"1 connection is for uplift only and does not consider lateral forces. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was u Iq e-�palysis and design of this truss:JUL 2 7 ZO,� ;� LOAD CASE(S) Standard ',{ Job Truss Truss Type Qty Ply T1 A0024684 7-12-15 T1A KINGPOST 1 :.1.: • • • •• •• • ' ' Sob efe tlbn I • r •7.3. 0 s May,14012 MTek lndestries£Inc. •fue Ail 28 18:04:212015 Page 1 ID:Opz3onl oGe9eluNK&LcPk;Th�-Jnc8OiswkTQb§M1tGfBQhNYeEf72ub39hlhWTcO 0-9-0 "-0 13-4-0 13-,41 0-0-1 6-8-0 . 6-$-0 . V• 0-0-1 . . . . . . . .. • • • • • • ••• • • Scale=1:22.1 •�• •�• ••• i •i• �•� Camber 3/16 in 4x4= a Soo 00 3.00 12 2 7 5 6 8 1 1 3 I� o- 6 q - 6 't 3x5= 2x4 11 3x5= 6-8-0 13-4-0 6-8-0 6-8-0 Plate Offsets(X Y): [1:0-0-12,0-1-8],[2:0-2-0,0-2-4],[3:0-0-12,0-1-81 LOADING (psf)_ SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 0.15 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.26 3-4 >591 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matra) Weight:43 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=618/0-8-0 (min.0-1-8),3=618/3-7-0 (min.0-1-8) Max Horz 1=34(LC 9) Max Uplift1=287(LC 11),3=287(LC 11) Max Grav1=715(LC 2),3=715(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5-1708/946,5-6--i.636/946,2-6:;:-1630/955,2-7=-1622/949, 7-8=1630/940,3-8=1703/940 BOT CHORD 14=-837/1580,34=-837/1580' NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;175mph(3-second gust)V.asd=136mph;TCDL=5.Opsf;BCDL=5.Use 4 _ eave=4ft;Cat 11;Exp C;Enol.,GCpi=.0.18;MWFRS(directional)add C-C Exterior(2) 1 qw to 6-8-0,Exterior(2)6-8-0 to 948-0 zone;C-C for members and forces&MWFRS for ;Lumber PA DOL=1.60 plate grip DOL=1.60 Camum Dom—,GYM/$ 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)*This truss has been designed fora live load of 20.Opsf on the bottom'chord in.all arangle3_e((fta�l 49EaWCM, b 2-0-0 wide will fit between the bottom chord and any other members.y 1abs-fists• 1Ax-x�s1abs-amu5 OneRT3A USP connectors recommended to conned truss to bearin walls due to Uand 3.�iii 9 connection is for uplift only and does not consider lateral forces. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss:JUL 2 7 2015 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T1 • ••• • ••• A0024685 7-12-15 T2 KINGPOST 1 •• f • .0., % •• • I : Job:Referance o•tio;al 7.350 s May l2012 T Inauspies,Inc.;Tt 44VI 28 18:04:212015 Page 1 ID:Opz3on 1 oGeeeluNKEkLcPXytTh7-eBncOOiswkKW2ZUtGfBQhUOeJw?27b39hlhtytTcO 0-9-0 5-2-8 10-5-0 10,5-1 0-0-1 5-2-8 5=2-8 ••• 0- -1 . . . . . . . .. . . . . . . . . . . . .. • r • • • •' • • • • Scale=1:17.2 • • • • ••• • 4x4= 3.00 F12 2 6 7 5 g . 1 W1 1 3 Eli a a 2x4 II ° 6 3x5= 3x5= 5-2-8 10-5-0 ' 5-2-8 5-2-8 Plate Offsets(X,Y): [1:0-1-0,0-1-81,[3:0-1-0,0-1-81 LOADING (psf). SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.10 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:33 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 64-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in ' REACTIONS (Ib/size). 1=463/0-8-0 (min.0-1-8),3=463/0-8-0 (min.0-1-81 accordance with Stabilizer Installation guide. Max Horz 1=-34(LC 9) Max Uplift1=227(LC 7),3=227(LC 8) Max Grav1=536(LC 2),3=536(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=1214/782,5-6=11571783,2-6=-1143/790,2-7=11431790, 7-8=11571783,3-8=-12141782 BOT CHORD 1-4=-686/1116,3-4=-686/1116 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.0 sf•h=15ft•B=45ft;L=1 Oft; save=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)acid G-C Exterior(2) to 5-2-8,Exterior(2)5-2-8 to 8-2-8 zone;C-�C for members and forces&MWFRS for r n;Lumber FA II DOL=1.60 plate grip DOL=1.60 C04KILT /g, 3)Plates checked for a plus or minus 0 degree rotation about its center.. hI L E9>�3512 4)*This truss has been designed fora live load of 20.Opsf on the bottom chord in all a s h a ctangle 3-617- tiall by 2-0-0 wide will fit between the bottom chord and any other members. W01•3Xh r K",t3AMA 33$' I )162�]Fi• FAX-(309!7b7-?®14 5)One RT3A USP connectors recommended to connect truss to bearing walls due to U L a s 1 and 3.�Fils ' connection is for uplift only and does not consider lateral forces. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this trus'JUL 2 • 7 2015 LOAD CASES Standard ��- - � � � ..,� .� r✓ �,':�� L, � ��� �` ! ���..x Aga° �.P ��, w aP.P°' §� ��(^.S�A".: q-�ff"� T .�'x- � .ti'L'� Y `; �- wt 1"-. �t al-. • cad ;rte' zed, t, Fns".` e, y� 5� :!' P = w x p�,-�,'�^ o m m r t �a e • '+4 r '�•3 5� D+ �y � _ S� ,�. 1 ,i •�s�,a,9�.��"a' t � a �-�a3M, „e, fi �' '�� -� �'+'r•ws�� R�,r�4R t. � . a w a� st "alt• v X ...�tt,, 'st... 'v s .- -r x ai ®j e � o r`9 F� -.- ��' e o -� • k° � "�" .�.a � A n ���'� . - '�. c,� r r;wi �d s -� $� A< -,� � ,�.,.f� T;a'��Srav ,'. na �, �� ;�� • �v�a<o e x E B we .j. ,s� g e � 5 ., �'� a15 0 8 e,F"e G G me-� • � " 5 � m m e 4 `Z� $�• e 0 9 • � �.t :, • y Lololoil Io 72LS-'�'..1�`.e•'vs` � Yom,.- :� '°-3:f 3s:-.a-- .,.^�`x`'"•'f^t..�rwi3'l.,w �'"Ty'�'�". -°'.�. F '�T �M s eo`�e aao Y` a e , s esa �p. E Ci F F- - {' t o oa F e [ ao e d s,je a tY 'z`i�rr`4F'L S`r' yy „,u `3.,-> e,r -}-'� - _Sas 5-a... + w.-. .:„7 :,cr u? -;� ^:,�., .Cr,,_ ..,. :, ., � . 'a s s r .. n r Rx sz x f '' f. _ + _K r �3�7 c a<_'e r cr,� p''o p-? orq pFyi e r1e a � 21' p . Fs iii: y,��;xvi.;�a - �.+.'xt t. ` u6.,�,.�,@✓K' 4j .t..-ak*--a-^5 !'l,� s" 'r (v. ji..t 2,. .� �„��Ly�z.. � a..w re '�' a.� .e All �� EMS 4£ ?.a"sYe . c E o c .. e e E �m & •�f,a�, $E §6,at �a � a M w$Ilii ,"�.w��.�fw[. �ax' ;' r'-' ✓ '.'�: ?.. ay a .- -' .r-„ .,.�- �.. v ; a; '�amSP �1Fe..,o - �F�nyst ��• � �� RPM Iffi n*yv a �j .. ��e`+.P � c •d�a s ,��o cd® air,�con s Ea saac�3 - � `. !-% ,� �_.M �� is r = I .h:�� C/s p.. ., u r,s -.�'`E....,-,. t k: k�",:�.r$�•%.. '�i e � .i': f# .:t'k54.5" � ,i .+. 2rr �e.,.ciYf�., rF.-�'z�.u.��`4M1ci�,R.!�& 4,d'�+'r� Id,. 2+� :SY.. Nr�y N'`.I..:i'w e% A;m};x�'.�"'�� y^...:�s�` ��££i�`; ,•_'S�yt:y��r..g- -.g�::...�.-.,r� ,. „rtx, �+ ,.i:" -�"� ,.1�s r�'i93{" w�',,.�x �C"4,,,;�yti �" ,,.MJt,-6 f tr ;+ ...t�,:>�}..: r3 �� �''" c�-`�e e?�, `s .,� •� - 1 er �-�� ^§ _, irt,.�_.. �.M1;�,' � �.'. ',a rul's'�-i`� r3e� v FFz,. ) 1,�' �> .;�� :iY k ..: r,Y_ „a. �-,_ �a,7.�-4„_,�., tx 3i`�_,�_..� A;':�';,_:•t�,..�..a...(s .� i�� .. .,. �:�-�.=:...:�_.�d3, .:.:.b,;i`,.,! �,�cr��§,N ae•�' �' �'`+.._`=�+ �..�;v. _..ae- �.:Y�'.� �,. ..x..�>. '� ':f s'af...:%J�,. ..,v�'"��aF'; -5'fa a��� +,k f 6 K •e -�s :-. epi- ��_�i fie-"'*'', �,�-f%., �, s.rY .. >-FSK�..` c��r..�f�tf"�F�' �•'�S:L� w.a :�'-zCzi.-pE�r-�+'�§ ��+.v�c+5 . x t.. a' .Gfi'�'r.:� .-� �s+*s-h��;• "•� y�; ,fly-�,.�- mac t ° r-6�F^��� .r t' ��,��� � F•f a �S � K ' p ��� j€, � p ®» . ..o�'�•.`'� - a �F ' c � F' ,o a j k .,�J� :� .'" .t€ '�`'w*p �'4r� y�r�.✓,^�r3^-�-fid, X, r ,� r� Q etc. of sufficient strength to carry the 100 'designer's framing plan and heft IFIA rary bracing Is Installed. HEL iONISI'A1�1►i-® IN o-3 - r ! i _ ,.Y e_ s-*e- ;�4 ..,d . .� r= .. - a: ¢; r • a z �t §u s* "` a .rem � X/ 69=-�.��;x. .- ° tee§ 9�§g o � ® & -. �® � o �e � �-ffi' e-�� �� � & 4s' �-Ab�s � s � i �.����e �� do e -,� �§[ � s x_o's s :���.<- u��•�°�- W e -''�+e �`.��-�-�°��������€, .0 ,� °. e� s �.�.o �a eF�. 'e� x. .t ot'�r' °.�ai ff :a o�- - w•� e -c" i�� -'� .:.:g.,s-c;�'e,�� c�'av,e ce�� .® ���.,: �-'� ,� � ��,-� �.'> �w����'-'�''�,'.-`ye ��t'�•��� ��f.�'�mac.�%w .�i,�� .:ati"�� �� ;�.,� :� �. �-'��.�,���`'�.�:.-- ��;„ !' i 1 ` A , NO r I� {��,� ��,._ �\ \ `,\ i5��, ���zl�yE3 �1�.�YW'�f E�i�%f��s��l a�n�"a 4,�3!3!r'€���°;'.✓fe` � ,..`� r-�, WN ^,,,,7 INN, / :L�x .U n nv �h 'am•�'�'�. T��a��� s'€7 ara, ��� }{1"����, F.N €��r 4�-HS,ea r.,•x ` '+�.t.,.dx.��`"��; r /% / \ C`�a� � t''a �,. " �bF�i !`a.1.Y.a - dt, 00 00 a 0 0 as so 4 unu Xp ? ffElRl 12 4 or greater ll §PAC!NM 7_7 15 U p to 42 a 4/1 Zs 0; a a 20 Over 312 a 4112 61 ,Udl' * •a 10 7 Over 48'-601 4112 1 5. 6 4 Over 60' See a registered professional engineer • qriil SP-Southern Pine • ww 46 a 046' • SPF-Spruce-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace lapped.at least 2 Required -trusses. 10'or Greater Attachment Require d F Topchordstludare laterally braced can buckle togetherand causecollapse,Ifthere is no diago- w 4r bensiled nalbrading.Dlegonalbracingishould no to the underside of the top chord when purl top are attached to the topside of the chord. ... ..... . WiMP E T 11;4' N, J111 I ffA '.,'.ET8RAC m i1i ,fi ' I .j-, li.�!!� gl ,* I .11.110 -A ,SPbN E flit 1 -SP T/HF 12 W. 2.5 7' R� Up to 28' 17 61 Over 28'-42' 3.0 9 6 51 Over 42'-60' 0 U'j 3.0 5 Over 60' See a registered professional engineer HF iietrr fir9, T�z Continuous Top Chord Lateral Brace Required lapped 10°or Greater Attachment Required .Z L 7'. t Top chordsthat are laterally braced can hu :17 togetherandcausecol selftherelanodiagii lap nalbracing.Diagonal bracting4houldbenalled 7L to the underside of the top chord when purlins are attached to the topside of the top chord. N! b lttli TRUSS • frailirie 3 BOTTOM . -! PITCH 1#trusses] r5i7�'� fid l�`�s 4 llmo 4 /,3� ,/ i � \\ ' r•4-�'ti,�� �" -be '�-;t,� �rsi.,a �.,-r..a�'��c.u,3��" �:.n� - �" rll-mlM -S"� �' € 3 s � A T961 4R all x�"+w dx� �- ongnuous . O - L CHORDJOP Lateral r�A BRACJIF. quiredV� . �® - r, :'?(YorGreater See a registered professional engineer Attachment Wired It PARM .-. OW_.iia►.► �� �� � - N WIN WN pop, � x F ,. � i •.h �..:t+F 'Y-y�'. �'g� h t ..S;F er., ,��� .{". cd';.Girsh-4�,�F.�.e``Fn.�.. - - .�r.�,�+3�' '.�.; .c.'�^.^"r� i.�..�it��r: �,'"�?�h?:i'SZ.r,�� :' i� r„w�.��.'�-� ��•,,r: -'yF}..�'fi'u�" !• It! Continuous Top Chord Required r - 10'or Greater are attached to the topside of the top chord nt � � ow � �� �� ,t�'s`i1i�`��.,p�,. �x��t z nM1��'''y�.'- 'i�u*'�'�'�"�' ►w`' � r, ��y�sNy�,.t'�r tf�,�x b�.� - ' - - 41� t:,.. cw�i }"4 �'��A<7� 'y.��<�1..1� !� 'h� {s��{���,�rt'��1�`" 3- I►•..• �;,4� { Yb ��5�� � t ±`a e�"'i 'p. �:-�3'� i bed�'',✓���arx `� �7 i,� ��%1��*�`�^r;�{�" ; 4��` k i k � jn�i��t�a t 3a•k1 k"�4 �$��"��' ter{ •. •• • fez • •• • • TOP CHORD 0000 : • : • -•—� • TOP CHORD DIAGONAL BRACE i i • • or•/r ��• MINIMUM': LATERAL BRACE SPACING(DBS)• �✓ SPAN PITCH.:.: [#trusses] SP DF SPF HF • \ • ••i� U ; to 24' 3/12 8' 17 12 • • • • • • 'i 4 Over 24'-42' 3/12 1 7' 10 6 Over 42'-54' 3/12 1 6' 6 4 • • 41! Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine a �` • ;., �� HF-Hem-Fir SPF-Spruce-Pine-Fir °' •'� i� 1• �p0 oC`ti �\ •.\ Ai,• • • s • •• • 40 0.f<tiro wg�� \ • • \\ \ All lateral braces lapped at least 2 \ trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace--�� Required Top chords that are laterally braced can buckle r �— togetherandcause collapse ifthereis nodago• 10"or Greater nal bracing.Diagonal bracing should he nailed to the underside of the top chord when purlins i are attached to the topside of the top chord. s � Attachment MONO TRUSS Required IhISTALLATION'TOL:EE�AN`CES`' Ow � Length Lpn) PLUMB D(inj 12" 114" 9• �,� • . Lesser of 24" 1 r' 2' L/200 or 2". 36" 3/4" 3' U. 1" 4' - 1-1/4" 5' 1 72" 1-1/2" 6' �. 84" 1-3/4" 7' 2" 8' Truss I 108" 2° 9' ++ Depth 1 . , ............................... ........ 3. .D(lh) i Lesser of 11/200 or 2" " 1 Lesser:of ` D/50.or 2" L/200: L(fl) L'�ln) `LJ200 L(ft) Maximum 50° 1/4- 1 4.2' 200" 1116.7- Plumb - 'Misplacement Line 100" 12" 8.3' 250" 1-1/4° 20.8' 950" 3/4" 1 12.5' 300" 1-1/2° OUT OF=PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. I f' Frame 6 ! P Royal Truss Manufacturing 9550 NW 79th Ave, Suite#5 Hialeah, Garden, FL 33016 Royal Truss Tel: (305) 822-0020 Fax: (305) 822-0029 -ILA --- Site Information: Project Customer: MRS. CARRIE RICE � c111V 9014 Site Address: 41 NW 105 ST 'YY MIAMI SHORES Zip: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010rrP12007 Design Program: 7.35 May 18 2012 Roof Load: 45.0 psf Floor Load: N/A Wind Code: wind speed: 175 mph This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# fk 7/22/14S1 A0015520 2 07/22/14 T1 A0015521 e{ �..r• t.k e a q � 2 a P • • •••• •••••• •••••• •• •••••• • •••• •• •• ••••• •• •• ease •••••• • �' sae••• • • ��.P�op MARS'%y��+® The truss drawing(s) referenced above have been prepared by MiTek `%% •'••• ••• ®�` Industries, Inc. under my direct supervision based on the parameters O : S'�•.��,�*;s provided by Royal Truss Manufacturing, Hialeah Gardens, FL: e * ; /Vo. 2X24 0 Truss Design Engineer's Name: Orlando M. Fortun, P.E. .. PE#22249, EB#0005512 ®�®•; Tam r Y NOTE: The seal on these drawings indicate acceptance of `® AMM professional engineering responsibilty for the truss ® ��®-dao + zw-W+ components shown. . UL $2 214 Page 1 of 1 Engineers Natne Date r � Job Truss Truss Type Qty Ply A0015520 7-14-14 S1 ROOF TRUSS 5 1 Job Reference(optional) Royal Truss Company,Doral,FL,Edward Davis 7.350 s May 18 2012 MiTek Industries,Inc. Tue Jul 22 18:19:412014 Page 1 ID:W,2DnLkPBjtvPckfl9QJSyvSl7-HScgg19g6 11?bZgLh3MEWOYZoj3jWFHGoyvRyO 2-7-8 ,3-8-0, 8-8-0 , 13-8-0 ,14-8-8, 17-4-1 , 2-7-8 ' 1-0-8' 5-0-0 5-0-0 1-0-8 2-7-9 Scale=1:30.1 Camber=114 in 4x4 3.25 Ff2 4 16 3x5. 15 3x5 3x4 3 5 3x4 c 2 6 1 7 a Bi 1210 5x8= 19 11 20 s s a 17 14 18 13 4x8= g 21 8 22 s a 3x4= 2x4 II 2x4 II 3x5= 3x4= 3x4= 5x8= 2-7-8 3-8-0 8-8-0 13-8-0 14-8-8 17-4-0 17-4-1 2-7-8 1-0-8 5-0-0 5-0-0 1-0-8 2-7-8 0-0-1 Plate Offsets(X,Y): [3:0-1-12,0-1-8],[5:0-1-12 0-1-8] [7:040-0 0-1-7] [10:0-5-8 Edge] [12:0- Ed e] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.26 11-12 >773 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 1.00 Vert(TL) -0.48 10-1,1 >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.23 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) WeigJ4.7$Ib FT=0% LUMBER BRACING i •�• ease 000000 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shealhingadirectif lopliel or 2-8-10 8a BOT CHORD 2x4 SP No.2*Except" purlins. 06 ass s ` •s so sees B3:2x4 SP M 30 BOT CHORD Rigid ceiling directlied or 5-2-2 ac bracing. WEBS 2x4 SP No.2 "s's; M?ek recommerld5't11StaStabili;gs gnQrequir@d cross bracing be installed during tress+arectior»j'r•• accordance with Stabilizer Installation uide. .•:••s REACTIONS (Ib/size) 1=79210-8-0 (min.0-1-8),7=792/0-8-0 (min.0-1-8) 00000 as-ses s e a 0 e e Max Horz 1=9(LC 4) e • .•• •• . • Max Uplift1=501(LC 4),7=-501(LC 5) • • . Max Grav 1=996(LC 9),7=996(LC 9) • e • e 000000 •0000• FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. as s 0 :see 0 a a s a TOP CHORD 1-2=-2251/1095,2-3=3858/1844,3-15=2302/1083,4-15=-2268/1091, ••:• 4-16=-2268/1089,5-16=2302/1081,5-6=-3862/1840,6-7=-2255/1097 BOT CHORD 1-17=-977/2045;14-17=-977/2045, 14-18=-373/745, 13-18=-3731745, 12-13=75/300,3-12=205/524,12-19=1959/4251, 11-19=-1960/4250, 11-20=197514254,10-20=1974/4256,5-10=203/525,9-21=-371/746, 8-21=371/746,8-22=970/2049,7-22=-970/2049 WEBS 4-11=-195/612,5-11=2127/1078,6-8=-1002/494,3-11=2122/1071, 2-14=1000/498, 12-14=-723/1555,2-12=-794/1727,6-10=-802/1727, 8-10=717/1559 { (� NOTES CCNMLTWx BJ*W--,PA 1)Unbalanced roof live loads have been considered for this design. CIVIL/8TFX11111M 2)Wind:ASCE 7-10;175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf, BCDL=5.Opsf; 1 ft I Exp C; PE 12245 EELVMS12 Encl.,GCpi=0.18;C-C Extedor(2)0-4-0 to 3-6-4, Interior(1)3-6-4 to 848-0,Exterior(2)8-8- to tuber 1220 W3%h irk U4,RD MA 33M DOL=1.60 plate grip DOL=1.60 I--rte)262-6M FAX-(305)2r.2-20;43)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load•nonconcurrent with any other live loads. JUL $2 2014 Continued on page 2 Job Truss Truss Type 1 Qty Ply A0015520 7-14-14 S1 ROOF TRUSS 5 1 Job Reference(optional) Royal Truss Company,Doral,FL,Edward Davis 7.350 s May 18 2012 MiTek Industries,Inc. Tue Jul 22 18:19:412014 Page 2 ID:itK2DnLkPBjtvPclf19QJSyvSl7-HScggl9gB_I1?t2tgLh3MEkx[OYZoj3jWFHQoyvRyO MOTES 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 501 Ib uplift at joint 1 and 501 Ib uplift at joint 7. 6)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 4 w••• • • • • ••9w 0000•• •• • ••• • • •6.66• •• •99••9 •68966 0 0000 0 .0 0 0080 00 •• 00000 • • 90.96• 0000 ••w•• • • • • 00 •• ••�• ••6.9• • •9•••• • 6 • • • • •6.9.9 •99••9 • • • 6••69• GIM/STRIGTINAL PE=45 P.B.IDIDraM 1W 81 B%h 78a4a 1'14",FLORIDA 3355 7E.-(30)2626715 FAX-(305)262-MA JUL 2 2 2014 Job Truss Truss Type Qty Ply A0015521 7-14-14 T1 FINK 7 1 Job Reference(optional) Royal Truss Company,Doral,FL,Edward Davis 7.350 s May 18 2012 MITek Industries,Inc. Tue Jul 22 18:19:412014 Page 1 ID:itK2DnLkPBjtvPcldl9QJSyvSl7-HScgg 19gB_11?t2tgLh3MEdl4FZOW3jVWHGoyvRyO 4-6-2 8-8-1 , 12-10-0 17-4-2 , 4-6-2 4-1-15 4-1-15 4-6-2 Scale=1:29.6 Camber=1/8 in 4x4= 3.25 12 4 2x4 NN 15 16 2x4 3x6 3 5 2 14 2 V1 17 6 3x6 zz 1 1 7 0 0 B1 R9 I Lij 0 s e x6= 11 10 9 12 8 13 3x4= 3x4= 3x4= 3x4= 5x6=3x4= 0-9-1 5-10-13 11-5-5 17-4-1 1714-2 0-0-1 5-10-12 5-6-9• 5-10-12 0-0-1 Plate Offsets(X,Y): [1:0-3-11,Edge],[7:0-3-11,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.12 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.76 Vert(TL) -0.25 8-10 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weigt t:77 Ib FT=00W LUMBER BRACING ••• •s66 •••e:• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shditing directitbppliei or 3-6-13 tj BOTCHORD 2x4 SP No.2 purlins. 666000 06 60•000 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directipapplied or 5-9-1G�oc bracing.• • SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0MiTek recommende,*sat Stabilizers and requi s cross bracing be`iastaA durinBAwts grectio4,ili6• accordance wi i' rinstal uide. • • REACTIONS (Ib/size) 1=797/048-0 (min.0-1-8),7=797/043,0 (min.0-1-8) • • 0 • -Max Horz 1=8(LC 4) '` " •`'' •"'i' Max Uplift1=500(LC 4),7=500(LC 5) 6 Max Grav 1=1002(LC 9),7=1002(LC 9) • • • • •••••• 6••66• FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. '••° 0 •000 0°`°'0 TOP CHORD 1-2=-2414/1142,2-14=-2363/1150,3-14=2339/1153,3-15=-2155/1021, • 4-15r-2115/1029,4-16=-2115/1029,5-16=2155/1021,5-17=2339/1154, 6-17=-2363/1150,6-7=-2414/1142 BOT CHORD 1-11=-1023/2236, 10-11=1023/2236,9-10=711/1639,9-12=-711/1639, 8-12=-711/1639,8-13=-1029/2236,7-13=-1029/2236 WEBS 3-10=-333/261,4-10=-170/492,4-8=170/492,5-8=-333/261 NOTES 1)Unbalanced roof live loads have been considered for this design. Qr1tic,� { 2)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf-,BCDL=5.Opsf-, _ ExP Encl.,GCpi=0.18;C-C Exterior(2)0-3-6 to 3-3-6,Interior(1)3-3-6 to 8-8-1,Exterior(2)8-8- t 1 mbar RLL /3TIaIGT c L—_,PA DOL=1.60 plate grip DOL=1.60 #Ey 3)Plates checked for a plus or minus 0 degree rotation about its enter. EEL 000VA 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an of ds. .to 5913 79MACB Imo,�A 9355 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstandin at joint 1262475 FAX-OM 262-MW 500 Ib uplift at joint 7. Continued on page 2 JUL $2 2014 Job Truss Truss Type• Qiy Ply A0015521 7-14-14 T1 FINK 7 1 Job Reference(optional) Royal Truss Company,Doral,FL,Edward Davis 7.350 s May 18 2012 MiTek Industries,Inc. Tue Jul 22 18:19:412014 Page 2 ID:W,2DnLkPBjtvPcid19QJSyvSl7-HScgg19g8 11?t2tgLh3MErj14FZOW3jWFHGoyvRyO NOTES 6)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with.fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard *Geese •G 0096.0 699.66 • •••• •: e9 G0:0• •• •G 0 066 6••0Gs • 0*0000 • • . 0 •060.0 e • e • • • . . ..Gee• 00 e664 s000 Ct7iJ LTWG gWimm,FA CIYL/ST1a1LniAl. FE 12149 E8.00MI2 MO WE 3%h 7MAM M",RDWA 3365 7M-(305)262-626 FAX-(305)262-WW JUL 2 2 2014 This safety:alert .symbol is:Used.9iiattra0t o r } , �''. N t s e. on, itis . ettentionf:PI-RSG'NA SAFET-Y-1 you see.thlomx vy ��i BE�QMI"� f '1'. fl r I�erefall�fretf��folJ tanf nasty � s ar hesarnT MESSAGE. M.� z� gfit� lellf �i�a #Ktji � + "Io�ls:personal ury;,+lir.gP�tliror-,:da lage,,ta+etc i f ,. . . . IPAUTION:.:4 QA,.UTI.ON iderlt��e�:�safrT otaeratlltg z s r�L��AFtN���: � AFiNllii� dessrlbe�s�'cor gltloan::: practlayes or indicatds:unsa�lfeiconiditi,�ns tbat�o�itdafbrefailialrta,#�ilQyaflristlFtiOi+:stuitlrultla: MISrerult in per ona4 injury Qr a�amage#, ruct. r .. `: :: yer c r l ltijucy s�ai sfsrnage to:.s trractiares, . HiB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES° Madison,Wisconsin 53719 (608)833-5900 It is the responsibility of the installer (builder, building contractor, licensed personnel Inthe wood truss industry,but must,due to the nature of responsibilities contractor, erector or erection contractor) to propc+rly receive unload store involved,be presented as a guide for the use of a qualified building designer or handle, install and brace metal plata connected wooti trusses to protect life and Installer.Thus,theTruss Plate Institute,Inc.expressly disclaims any responsibility properiI6 The installer must exercisothe same high degr3eofsafety awareness as for damages arising from the use,applieationorrelianceontherecommendations with any other structural material.TPi does not Intend these recommendations to . and information contained herein by building designers,installers,and others. be interpreted as su periorto the projoctArchitect's or Engineer's design specification Copyright©by Truss Plate institute,Inc. All rights reserved,This document or forhandling,installing and bracing+,voodtrusses for aparticularrooforflgor.These any partthereof must not be reproduced in any form without written permission recommendations are based upon,the collective experience of leading technical of the publisher.Printed in the United States of America. GAUTIQN The bu Iger, wilding ,an roc tray, 0 hie ., 3'tt D� Ti its r P �i sing should,be,ltb less; a Contractor,.ereer or erettivr clra�t�{ �s ads , al:' � rslrecl ItrnbetrIlj nn;ections" ct �° ale,pienlaised to obtain.and readtha erti>+ o" a > aa::�1.11. mentary and Rec+ommehdati to= fir iiaf2dlin�, > �, w �.s;�e�a��a�ap�� iaa ax�tttt�,r serf , �+ll:mtalti;ply` vtaHing &..BracIng Metal' i #o: otrtea�dVota N . r�as �s,'s�ig plr ' eoTruases, HIB-91"fomthe Tram �ateg orgetfer irix acFd.rr. ,inisfaliatiaan � f aTRU SS:STOF3AGE ,1 �'� � G'AIJTfC�IU iTCuse�e�z�I?o�il�*,�tt�S� " I aSelma �� � ♦` tciJ,t_ �-�:y a4 ^u� �' � . 1 , li I • ••• • • 1 • • • 8'-10' 8'-10� • •• • •• •• •• • • Trusses stored horizontally should be sup. ••• •• • ported on blocking to prevent excessive Trusses stored vertically 41141 ltd be lateral bending and lessen moisture gain. braced to.prevent toppling or tipping. i` WARM ,v�:.. :; a pn Qt breal�bndirti► Ij is , "° lil* Srtxlles: > p {# ss ' tion b. ins or lift;b died tf 45 :fie nnd��++ r 4 �pe{�.�11 r ,a �. �zx r l t C' *T"��` `� Jnr. 4'Wi lc 1 �Ic f r r I'd ,rF R! 3r isa ; th? Dsd �lli�,� �' d7`fle1: I rt• �yln� i e WARNING, po not ase.0ama9e0 ttussee, � sr #f hrdil<!d gstr j� i,�'`rcrhfplted, n,dwa , , g tY Frame 1 �_ . .. ... .. .. .. f I WARNIN D `:ngttta+ t� F� j O IN0 94 _Yopi�n trnrtt ��as hooks tq the web r.�atnlsre, e° "2 )�2�` 4 ztn�r 97{ �1��■y r 9 L yw 3 }z 1 :i'90' .F'ice �d y� � Aor6z," rn ar I s {„i,INSTgt,�1�, IQN i a Tag Approximately Approximately Tag Une '/2 truss length '/a truss length Line Truss spans less than 30'. Ufting devices should be connected to the truss top chord with a closed-loop Stcongback/ Spreader Bar attachment utilizing materials such as slings,chains,cables,nylon strapping, SpreaderBar Toe In Toe In etc. of sufficient strength to carry the 10 10. weight of the truss.Each truss should be set in proper position per the building designer's framing plan and hold with a Approximately the lifting device until the ends of the Approximately i 1/2 to 35 truss length truss are securely fastened and tempo- 35 to 3/4 truss length Less than or equal to 60' rary bracing Is Installed. Greater than 60' Tag Line Tag Spreader Bar Line Strongback/ SpreaderBar 10' 10' Toe In Toe In �-� Al or above mid=height F Approximately L Aaaroximately '1 1/a to 35 truss length ' '/s to 3/a truss lengfh Less than or equal to 60' Tag Tag .Line. LineGreater than 60' GAUTI�J�1; orarxar�� � k,; I� I. � , We< rili � �#�1Fr Y, 5 µ, t r # C bra .ng:arrenger>te Sl �, N x � , p f I7.Q.P.PM np/. �ya�r�• 5'1�(�' h r' .¢ ...z- :°.i t v 'w„'�+j SK• s}I1K,r.,, �y�. X5;3 t'h'• Cup, yli I,ry(” t {,lPYtVM1S�n4d�71i! rr'a.1'!r!'!!eJ�?.Mt 31Wit '" %{� 'N;�C F^• 4Yl nn' ((r����,� >L,u, "'. FE1. •3 Sf ,'.t 9 ..�.r!X�'rx7• 4,'i r'M �°i 50.��.� 4 t .y�sC�y,x y.C... 4 , ,, 1 n, I ,tli W Jdr , P4,Iqirrstk gi uk1 NN hI I° U�rt,�� rifih h i , - 4 N u f I qi' GROUND BRACINGBUILDINGINTE1O .. s ROU�VL„8R1C�„NG. BUILDI[ G ETERI4R GD Tqp Chord Typical vertical: •� :� �T atlaaharent Erwd WaU�Tdo � \ ` PBlocking tah GR4M brace / \� � ;. ”` • x ; lGay} _ ZTo �`G B'` :. \`�' . ci�r ad sr Chord around brace dt�nals 4�� � •• •� 1 or bra • \ •i •'. •• • uF Qrouad brac4.-. •• i r -a+^s;.- .:e YA1tiC�i(GQy�_ .z •\ �, __Y • i 4 • jjry�� ••oY ,,¢rrnurd¢raoe ' , Groundi�i +.. t' t 1 `\� Nota:2nd �11r7 .E'+, it`:r it nui'.,•'( Jip�ruyi}e�is l Sind Backup ISS stound . tL_, • r tat Noor . Drlvea Typical horizordal ti•raembor W4h ; ,.„,. ground atakea• muNiple stakes(HT) N ' ^�i,�'�+1t~� Frame 2 mill; � r' 777777. t! j i14r1 prACiO L$RAC4 or greater N I:ATE ���� U to 32' a 1281 15 Over 32'-48' 4/12 6' 10 7 Over 48'-60' 4 12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas'Larch SP-Southern Pine HF-Hem-Fir SAF-Spruce-Pine-Fir 'r Continuous Top Chord All lateral braces r, y Lateral Brace as-v R ------ lapped at least 2 Required ".•.' trusses. �— a' ' .. 10•or Greater Attachment Required p • Vose �'� .. Topch rds thatare laterally braced can buckle togetherandcausecollapseit#weisnodiago- ! e sial+bracing.Diagonal bracing should benalled to the uader*lde of the top chord when purlins are attached+the topside of the top chald d �'�PITCHED TRUSS Df�1.��{�± •�j �, Y. n f ,.�j h ' .. > .- ,'''_„ .. r.'a;^PL a..,1F'.... 4'9�M-�. !p& :., ,w,?,e•. x.. ,y .� a n'f¢, -��"'�`.:-. WN MINIMUflII ` I TOi?CHORD'S '" a 1?IAGONA �tAGE PITCH t;. L t.2 SPAN DIFFERENCESP CIN U to 28' 2.5 7' 17 12 Over 28'-42' 3.0 6' 9�4 6 14 Over 42'-6Q' 3.0 5' Over 60' See a registered professional engineer • • DF-Douglas Fir-Larch SP-Southern Pine • •• "• : i HF•Hem-fir SPF-Spruce-Pine-Fir • • • ; • • • • Continuous Top Chord .' t '.. ••• • • i Lateral Brace — All lateral braces x • Required lapped at least 2 ' —� trusses. •••• ••••• t0'orGreater - r •�••�� ��•••• Attachment ••••!• Required . . • • •••••' • i i y•. { rya' , TopchordathatarelateraUybraced can buckla togetharandM; xH 4• �" i`S rod` causeconapastttherelsnodlago. nalbracin g•Diagonalbracingshouldbenailed i �ry to the underside of the top chord when purling bre attached to the topside of the top chord '` :SCISSORS-TRUSS � Frame 3 t I IN M�-� r �T�t`""'g � • 1 f • • • • • 1 • _ • ?: N 5pc�5�-'$� yY 5�y 6 /' � p l �y�5h ��y,,s> Ui Sys v' mi- "'Vol r ).,. o ';• _� o • gay .� i� + ,'may. � ��\ • • •• • f{ } SYSy:.�c' ...1.� �� q+3sm YrT UN WEB MEMBER PLANII •Y�,.r s E,t+�3{� Y r�Yti'��t�d:�ti7�'•5��c!'E, f a12 �r Y,f pkv { �il: 71 W h 1 !!? 2x4/2_" PaRA�LEIS' Continuous TOP'CHt�RD TOP CHORD DIAGONAL BRACE CHORD TRUSS Top Chord —� MINIMUM LATERAL BRACE SPgCINt3 {pB� ,' Lateral Brace . SPACING(LB #'trusses Required SPAN DEPTH Sj Topchorda thatare laterally braced can buckle Up to 32' 1 30" $, S P.Y D F:;„ S P FI H F toae� � collapse ifthere Jana diago. W or Greater 16 fO bracing- should be nailed Over 32'-48' 42" g' 6 4 w The underside of the top chord when purUns .are attached to the topalde of the top chord. Over 48'-60' 48" 5' 4 2 Over 60' See a registered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir Sb � /,,i torr 2Q^rpQ� or greater r ' ffi7[' ' �� �b�;„t ,`i '�` �+•.Y- j h Lsrr�+'"y��1 �a 3,e f. �'{{ui'•'�k-� '��`�' ��"'1F�iE � '��Srri�v a'�a � [h� .y''F 2a, fAr � S.*t�"+.�{.rk=7'' A�r�u' {hlt,� i,.r,,,•x+a'',�,,�,.,{, {,�`�u�'Yt'[ '"'�-tJ>1p:. �^p}•-sy,�'.� �� .qo� {�H ...�� '�y,r ✓ ,� .�, n S'�tr. i F int [�� � .. The end . diagonal brace . { s rka-� h rr" .1k � ; for cantilevered End diagonals are 5 R � # r �� r; trusses must be stability and•must be dupli n �e f -Yy?iy� �.n � r �' placed on vertical both ends of the truss system. 6 } webs in line with the support. WAR+IIMCv^ faF#�ut�ffllfiQ�+vA.tl=rAJrl�e #�as c�o11go ' SE;.Kl@@r.�.Ond( !I�]�ir�f QP t�BTi1E� R 'KStx "SIF 4 a Fr .,. ��tr.t t ' ...1 4x2 PARALLEL CHORD.TRUSS:T'OP CHORD:;' Continuous Top chords that are laterally braced can buckle Top Chord togetherandcaueecoilapseHthereisnodiago- Lateral Brace ma4iJRequired q isacing.Diagonal ,tothe underside of the top chord when purlins are.atfached to the topside of the top chord 10'Or Greater ' � k 16 a �••Attachrite?lf'• `• �:• �� • Requiobelo —�1 �• � Is 30{O$ •• • • 16 > rh •••••• • :••.•: �2^0, •••• • • • •••• •• •• • • d, • $ r !•fftses musthave lum- ber oriented in the "-04650M,` t hod- We i zontal direction to use ice+} e$'t'"irt(�'•,%""4'rr this brace spacing. ' NO Y��}t�'��"' �� Ya I Ja! 1. k"s"�F'�Ni �� a, M 'F• , • .tea g 1 aM� y,�.>ti,�kpA � � y}[ ri t �4 ,� ��ar• ;� �yt^�nK, EP•4�ivr 5t v ry Z a...x,Y._..4h,C 79�'3 _P� .•� �{Ib j .� C •-)fir r�,�,�i� ;.X 4S�"., �-L End diagonals are estiar} 'k '31`7 2. sh stability and must be dupi ria a a s�; both ends of the truss g, R-.• Frame 5 iy ' r�I" "lFui'f�ilaxa ain4 12 —, 8, TOP CHORD a „. DIAGONgL'RFiACE greater MINIMUM LATERAL BRACE' SPACING SPAN PITCH'. SPACING(LBO �` #arussesJ. nor d• SPD >Pi PF HFA Up to 24' 3/12 8' 17 12 Over 24'-42' 3/12 7' 10 6 \ Over 42'-54' 3112 6' a 4 \ Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine �• HF-Hem-Fir SPF-Spruce-Pine-Fir All laterat braces lapped at!least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace—� f Required Top chorda that are laterally braced can buckle � �— togetherandcause collapse i(thereisnodiago- 10'or Greater nal bracing.Diagonal bracing should be nailed _ to the underside of the top chord when purling are attached to the topside of the top chord. Attachment MONO TRUSS. :: Required .✓• ,, MA: A�. 'rye S k"1- v S 1�kMt�l3 � •+ ''.cd.. l .t "3. kl v.. �'`: ,�.'�'° "gs _ +i y: INSTAL'LAT(ON TOLERANCES N„ .,*::::,.:, Bow Length ' Lon) ...ft �,,, ::�::.................. : : PLUMBA( .: ................. ...... .. . ............ s; .... .. 0000 eoegoa 12" 1/4" 1' • J%ser of • 4" 12" 2' ±' ••0-LiOOor2•••• 0 •• 36" 3/4" 3' 006.0• e0 00;0006 48" 1" 4' Goose• • ;W000e i 60" 1-1/411 5' Lon) •L p)• • e 1 72" 1-1 2" 6' • •0.0 040 60 diose 1 84w 1-3/4" 7' G so: 6600 soieee W. 2" 8' • • 0 e •• 0.0 066G6 Truss ep h i 108" 2" 9' ..................... ....................................... ..... D(in) i +Ile 0 • •6•• kessero of • 1.1200 c;4M s•• 1 Lesser of •06• 0 0000 0. • D/50 or 2" L(t) Maximum �f 1 Plumb 50" 1/4" 4.2' 200" 1" 16.7' Misplacement Line 100" 25 2" 8 3' 0" 1-1/4" 20.8' 150" 3/4" 12:5' 300" 1-1/2' 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. k M.`rSa 1{ "` ,,,, a rh a•.i+ St .'';31 •N'F ,s 6+�itax,-: u F '", 3 ,�,,.ji l 1 34 _ :r'i'' ..: b - ^;a'' e°;:[i� " o �s.=�.•fi �t '�' i'�''� frJ.�.� ` �'S»M' � aP• e;. .,` f+A'.`P,-ro- ; f. .d � {� �Jf'"g. 1' _ {t a .�t'w'{ *, •�"��- /'.«,may /r�• ,,p RF.,r :,'. .R �t�,- �'R�• ^'lF��.{ I"'" `ta i ca.� � d `A �.. IicY��P hT ra v.. •yat4: i. >a '=af t + .:.�e u- .�y.: � e. ,�'rt�ra�;ed'trUS �•.. . ?s;Q.3�''� �:d�} 1 � • Frame 6 a .n. Miami Shores Village 11�—� Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER �p THE FLORIDA BUILDING CODE I (We)have be11 e retained by / i' to perform special inspector services under the FI rid: Bit 'n .Code at the / ° ?�, c,$ on the below listed structures as of (date).I am a registered architect or professio al engineer licensed in the State of Florida. -,PRO ESS NUMBERS: N❑❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Not On/ the mark db apply The f o ng I divid I p) m et i firm or me are authorized representatives to perform inspection 2. 3. 1 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I,(we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florid uilding Code and are in substantial accordance with the approved plans. ' Signed and Sealed Engineer Name Address f�— ✓ DATE: Phone No. !� Created on 6/10/2009