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RC-15-1258 t�J Miami Shores Village OLS Building Department DEC 10 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY J' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit N� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION eSHOP l� /�, / ^� p CONTRACTOR DRAWINGS JOB ADDRESS: "'� v�`1 / "� F ������ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I^' � b Iva" Phone#: Address: �Y 6l t /V1 C_ S f City: s 40*we. State: 1.1;1A Zip: 3 �5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Loux�csC Phone#: � � b�4a Address: 73� 23 '� City: I AT-A`' f t -State: E A Zip: Qualifier Name: OL OS Phone#: 3©S � State Certification or Registration#: 15Z 701 9 Certificate of Competency#: DESIGNER:Architect/Engineer: ' Phone#: Address: City: State: Zip: Value of Work forlhis Permit:$ �U v v Square/Linear Footage of Work: Type of Work: ❑ Addition�J❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ► M S 1 U a'1-1 � 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 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 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ESignature Signature —50 OWNE or GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of D U, ,20 S .by _day of 12eizz ,20 l ,•by w personally mown> �/ -� who ispersonallyknown to me or who has produced as me or who has produced /- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign `� EX Sign: Print: Print: "P ,,fit n POW State�Fwr�ia Seal: 'a-,P,�.FF'��ss� GBl/C.:' � Seal: �+ a�� �� ' ,,3�5�� ���� •+� JM�Co, 0 FF 082753 Eowes01/1212018 sir**o*soars*sass***s*os�sae�*a�a�a***so��Wia�kW�►d1�**oxo**oo*�xo�xwr�r*s��sa�a�o*ss ::*sowa�s�**a*�x*ss*+e00000a�*�x*oro*o�x*�s�x**oo APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) ` Fort Dallas Truss Company, LLC. f O 7035 SW 44th ST FORDALLAS Miami, FL 33155 ROSS Tel: (305) 667-6797 DmT Co Fax: (305) 667-0592 Re : 15G20: ZABET BUILERS Site Information: Project Customer: ZABET BUILDERS Job Name :ZABET BUILERS Lot/Block: Subdivision Site Name: TOVAR RESIDENCE Site Address: 464 N E 92 ST MAIMI St: FL Zip: CITY t.General Truss Engineering Criteria &Design Loads (Individual T QPraYgs Show Special Loading Conditions): Design Code: FBC2010rrP12007 Design Program: 7.60 Oct 3 2014 Roof Load: 55.0 psf Floor Load: N/A Wind CodeASCE7-10 C-C for members and forces$MWFRS for reactions wind Speed: 175 mph This package includes 6 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 07/28/15 T1 0001 S"DRAWING RL AEW 2 07/28/15 T1A 0002 3 07/28/15 V12 0003 1111111411NM-No WK41111111M TAM O WnEvab- TASNOM 4 07/28/15 V16 0004 O O- NOTED U RE srC= 5 07/28/15 V4 000 =1 aay Ieraoala�ea 6 07/28/15 V8 0008 wf�M dsat�d ooanrs sft' t.o�f dCw01p1toa�nadaalsndre�l°y "'a° a r �leaaanaa Etat p,. ,to ltM M oalan peowa.lbroona +Vd#*Ws.a. :ce0albiq at tads. F W.of tMIM Mpg bad ddM lfsl ildYds aOprovsi v',,:y dsrAi01»tam tiN 1 Oa,000aAfaab.1haaIdlEldaxmtbatgtateed d ary ch+NlQaatlilt �' �dep0as�bw�g�aaoanaj kon lhsaa a1aP� - EiaiaifaaaMaA OobNMa�od g $ Din... DEC 10 2015 BY. . WX=ARCHITECTURE, INC. .. ... . . . . . .. The truss drawing(s) referencedeba the :e�3v&SeMpr6pared under my direct supervision based on parameters by . Arch. or ENG of Record usinv MiTek 20/20 software. k ... ... ... ... JUL 27 2015 . . . . Truss Design Engineer's•Nar�e)..10 je �llaptinez, P.E. JOSE �T'N�'CIVII/ tr 24 E 5th ST, Hialeah, FL 33M (FloridaoPE##031509) Consultin ngineer Street tructu�l 24 E. 5th Street Hialeah, FL 38010 NOTE: The seal on these dralkrgd ind=cAaaMbIlancb of phone (305) 667 6797 professional engineering responsit. .. . .ilty for tl.�ls4 (Florida P.E. 031509) . .. components shown. 000 • • • ... .•. • Page 1 of 1 Engineers Name Date Fort Dallas Truss Co.LLC. To: Delivery 7035 SSV 44 St. ZABET BUILDERS .Miami,FL.33155 Job Number: 15G20 (305)667-6797 r Fax: (305)667-0592 18732 N W 23 CT Page: 1 Project:ZABET BUILERS Block No: MIMAI,FL Date: 07/28/15 15:53:11 Model: Lot No: Contact: Site: Office: Deliver To: Account No: 000000246 Name: TOVAR RESIDENCE Designer. / Phone: (305)336-1603 Salesperson: JOSE M MENENDEZ Fax: 464 N E 92 ST Quote Number. MAIMI,FL P.O.Number. Profile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH 17-11-08 01-06-00 01-06-00 OA Hght:02-11-01 1 8 T1 COMMON 3.00 2X4/2X4 17-11-08 01-WW 01-06M OA Hght:02-07-07 2 -. —�- � 1 T1A COMMON 3.00 2X4/2X4 12-00-00 OA light:01-06-M 3 1 V12 VALLEY 3.00 2X4/2X4 16-00-00 OA Hght:02-00-00 4 - 1 V16 VALLEY 3.00 2X4/2X4 04-00-00 OA Hght:00-06-00 5 1 X74 GABLE 3.00 2X4/ 08-00-00 OA Hght:01-00-00 6 1 V8 VALLEY 3.00 2X4/2X4 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by JOSE MARTI M1 Arch. or ENG of Record using MiTek 20/20 software. consulting Engi 24 , ��,330 Truss Design Engineer's Name: Jose Martinez, P.E. H1 a 30s) ;54V 87 24 E 5th ST, Hialeah, FL 33010 (Florida PE#031509) P ( P.E. 031609) NOTE: The seal on these drawings indicate acceptance VUL 27 Z015 professional engineering responsibilty for the truss components shown. Engineers Name Date •• ••• • • • • • •• 0. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• •• • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply , ZABET BUILERS154320` T1 Common 8 0001 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Tue Jul 2815:55:21 2015 Page ID:NSbGYSINAyOSK0o5CjUgwDyvw40-xBXSgbXfi YEDsjESGFaCz7e8bYmVSoKGzmBiUytVV 4-7-1 8-11-12 13.4-7 17-11-8 19-5.8 1-6.0 4-7-1 4-4-11 4.4-11 4-7-1 Scale=1:30.1 4x5= 4 3.00 F12 2x4,',, 12 13 &4p 3 5 1.4 10- 4-10 Zf i 7.14 4.8 N 3.7.14 2x •10$ 11 2 31410 N 1-11-8 S•8 0 1.11.8 g -0 314 7 jd 3x8 II 15 10 1e 9 8 17 4x5= 3x4= 3x4= 3x4= 3x8 11 44= 0.8.010.1.8) oaao 1 8} 6.0-10 11-10-14 _ 17-11-8 8.0-10 5.10-3 6.0-10 Plate Offsets(X,Y)-[2.0-2-10,0-10.4],[2:0-0-0,0-2-3],[6:0-ao 0-2-3L[6:0-2-10 0-10-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0.14 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(TL) -0.37 8.10 >568 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:79 Ib FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6.9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS.(Ib/size) 6=1119/0-8.0,2=1119/0-8-0 Max Horz2--96(LC 14) Max Uplff6-588(LC 7),2=-588(LC 6) FORCES.(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-11=-2549/924,3-11=-2503/945,3-12=-2276(842,4.12=-22341855,4.13 2234/855,5-13=-22761842,5-14=2503/945,6.14=-25491924,6.7=0 BOT CHORD 2-15=-885/2363,10-15=885/2363,10-16=-612/1743,9-16=-61211743,8.9=-61211743,8-17=-803/2363,6.17=-80312363 WEBS 4-8=-1901511,5-8=-3161309,4.10-190/511,3-10=-3161309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf,,h=10ft;Cat.11;Exp C;Encl., GCpl=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6.7 to 1-5-9,Interior(1)1-5.9 to 5-11-12,Exterior(2)5.11-12 to 8-11-12,Interior(1)11-11-12 to 16-5-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about Its center. 4)This truss has been designed for a 10.0 pef bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 588 Ib uplift at joint 6 and 588 lb uplift at joint 2. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurre �wi a y jotOr ilge Ic a 7)"Semi-rigid pitchbreeks with fixed hoe sell, e`mmbbeeaa d iU 1V fw I we used in the analysis and design of this truss. 00 0 • LOAD CASE(S)Standard • 0 i i i i i ii • •• ••• •• • • • •• • ••• • ••• ••• ••• ••• •• • • • •• • • • •• • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply , ZABET BUILERS151326 T1A COMMON 1 0002 Job Reference(optional) FORT DAp AS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MiTek Industries,Inc. Tue Jul 2815:55:24 2015 Page ID:NSbGYOINAyOSKOoSCJUgwDyvw40-LmDaSdZY vwp4JRomPplgblAOoaTinimyx_mpytVV -1-6-0 5.6-7 8-114212-5.1 17-11-8 19.5.8 1-6-0 5-6-7 3-5.5 3-5-5 5-6.7 1-6-0 Scale o 1:35.1 US= 3.00 12 14 5 1S 8 4x7:r- 42x4 p 2X4 O 4x7 3x4\\ 3 2-5 2X4 N No.2 840 7 3t4 13 812 0 2 10.8 5.10 2-10 8 18 412 N ,441 810 V 1810 4 02 5.0.0 7-92x51 e I� 5x12= 17 12 14 11 10 19 1 3K4= 3x4= 3x4= 3x4= 5x12= 3x4= 04.010-1.81 04.0101-8i 64" 1134 17-11-8 r 64" 4-7-1 6414 Plate Offsets OV)42.0-4.12,0-3-41 [2:0-6-12,Edgel,[8:0-4-12,0414],[8:0-6.12,Edge] LOADING(psf) SPACING- 240-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.2210-12 >937 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(TL) -0.4310-12 >484 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:88 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS.(Ib/size) 2-11211041-0,8-112110-8-0 Max Horz2=82(LC 10) Max Uplift-593(LC 6),8=-593(LC 7) FORCES.(lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0121,2-13=-338511252,3-13=-334011262,3-4=-333611271,414 .2917/1095,5-14=-288011110,5-15=-2880/1110,6.15=-2917/1095,6.7=-3336J1271 7-16=-3340/1262,8-16=-338511252,8-9=0121 BOT CHORD 2-17=-116113261,12-17=-116113261,12-18=-76212140,11.18=-762/2140,10-11=-762/2140,10-19=-1147/3261,8-19=-114713261 WEBS 5-10=-313/822,6.10=46651413,5.12-3121822,442-6651413 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.Opsf,h=10ft;Cat.ii;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6.11 to 1-5.5,Interior(1)1-5-5 to 5-11-12,Exterlor(2) 5-11-12 to 8-11-12,Interior(1)11-11-12 to 16-6-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 593 Ib uplift at joint 2 and 593 lb uplift at joint 8. 6)This truss has been designed for a moving concentrated load of 200.O1b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrept�w�F�onyotrer%ye IQa . 7)"Semi-rigid pitchbreaks with fixed heels N[ereber erd> ift r0- lwas used in the analysis and design of this truss. LOAD CASE(S)Standard •• •: : : :•: :•: •• •• ••• •• • • •• • ••• • ••• ••• ••• ••• •• • • • •• • • • •• • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Job Truss Truss Type �Qty �Ply , ZABET BUILERS151326V12 Valley 1 0003 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Tue Jul 2815:55:25 2015 Page ID:NSbGY61NAyOSKOo5CJUgwDyvw40-Wmyf"C2giTO?K6KXMpHUeC17RHgwAbkPAGytVV 640-0 12-0-0 6.0-0 6-0-0 Seale=1:1&8 4x5= 3.00 12 2 1-2WN 3 0.2411.13 2.4 No 0.10.14 3 1 1-3 2x4 12.0-0 g 4 8 3x4 a 2x4 11 3x4 12-0.0 12-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/doff Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(TL) n/a - n1a 999 BCLL 0.0 Rep Stress incr YES WB 0.12 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight:34 lb FT=0% 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. OTHERS 2x4 SP No.3 REACTIONS.(Ib/size) 1=221112-0-0,3=221112-0-0,4=617112-0-0 Max Horz1=44(LC 10) Max UpltM -119(LC 10),3=-124(LC 11),4=-214(LC 6) Max Gravl=298(LC 28),3=298(LC 30),4=617(LC 1) FORCES.(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1.2—M62,243-68155 BOT CHORD 1-5-1126,4-5-1126,446-1/26,3-6=-1126 WEBS 2-4=4901389 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.Opsf,h=10ft;Cat 11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)zone;C-C for members and forces&MWFR8 for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 1,124 Ib uplift at joint 3 and 214 Ib uplift at joint 4. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysts and design of this truss. LOAD CASE(S)Standard ••• ••i i i ••• i i ••• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• •• • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply , ZABET BUILERS154326 V16 Valley 1 0004 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Tue Jul 2815:55:27 2015 Page ID:NSbGY61NAyOSKOo5CjUgwDyvw40-mLuj4fcQHglOynANRXM?SENJYOf9v9xDevDVF8ytVV 84.0 16.0-0 84-0 8.0-0 Scale a 1:2&1 4x5= &00 12 2 4•2 2x4 N 5 -S,iAt A.�1 '605 2-4 No 1.4 o.2 14 02 A" 1 3 0 3x4 9 4 10 3x4 5x8= Plate Offsets(X,Y)_12:0-2-8 x2-81,[4:0-3-0,0-3-01 LOADING(pst) SPACING- 2.0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) n1a - n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight:47 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 641-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 104-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS.(Ib/size) 1=313116-",3=3131164)4,4=S74116-0-0 Max Horz1=62(LC 10) Max Upliftl=-168(LC 10),3=-175(LC 11),4=-303(LC 6) Max Gmvl=339(LC 28),3=339(LC 30),4=874(LC 1) FORCES.(lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-94166,5-6-33167,246-25188,2-7-25170,7-8=-33155,3-8-94153 BOT CHORD 1-9=-0137,4-9=-0137,4-10=-0137,3-10=.0137 WEBS 24=-678/473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.Opsf;h=10ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)1-2-3 to 4-2-3,Interior(1)4-2-3 to 5.0-0,Exterior(2)5.0-0 to 84-0,Interior(1)11-0-0 to 11-9.13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 1,175 lb uplift at joint 3 and 303 Ib uplift at joint 4. 7)This truss has been designed for a moppving concentrated load of 200.0116 dead located at all mid panels and at all panel points lothe Bottom Chord, live loads. 8)"Semi-rigid pitchbreaks with fixed h�ls� ll�e• bx eidr d*6490&used in the analysis and design of this truss. LOAD CASE(S)Standard •• •i i i i i 0.0 •• •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • •• • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply �ZABET BUILERS 151020 V4 GABLE 1 1 0005 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Tue Jul 2815:55:29 2015 Page ID:NSbGY61NAyOSKOo5CjUgwDyvw40-IjOTVLdgpRY6B5KmZyPTXfSDzpVNN5dY5DlcJ1ytW 24-0 4.0-0 24-0 24-0 3M c Scale n WA 3.00 12 2 3 1 1-22x4 No.2 2.012 (0.7.12) (07.12) 4-0.0 4-0-0 Plate Offsets(X Y)- 2.0.2-O,Edae1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) We - We 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) n/a - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Cod@F8C20101TP12007 (Matrix) Weight:6 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. REACTIONS.(Ib/size) 1=12614-0-0,3=126/4-0-0 Max Houzl=13(LC 10) Max Uplif0=-82(LC 6),3=-82(LC 7) FORCES.(lb)-Maximum CompresslonlMaximum Tension TOP CHORD 1-2-3543,2-3-35143 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf,h=10R;CaL II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)auto zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 Ib uplift at joint 1 and 82 Ib uplift at joint 3. 6)This truss has been designed for a moving concentrated load of 200.01b dead 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 and fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard •• •i• • • • • • •• • •• • • • • ••• • • ••• • ••• ••• ••• •• • • • • • • • • • •• • • •• • • •• ••• • • i • ••• • • • • • • • • • • • • 00. e •• •• • • • •• •• Job Truss Truss Type Ori �Ply �ZABET BUILERS 15G20 V8 Valley 1 1 0006 Job Reference o onal FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,wcampos 7.600 s Oct 3 2014 MiTek Industries,Inc. Tue Jul 2815:55:30 2015 Page ID:NSbGY6iNAyOSKOo5CJUgwDywr40-AwarigelalgzpEvy7fwl3s?MODeooYtfKtRArTytW 4.0-0 8-0-0 44)-0 4-0-0 Scale a 1:14.5 3X4= &00F1_2 2 1-2 2x4 N o.2 2-11-1 3 1 �1-3�WNO.2840 4 W= 3x4 x 8-0-0 8.0-0 Plate Offsets(X Y)-42:0-2-0,Edge1 LOADING(psf) SPACING- 241-0 CSI. DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 We n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight:21 Ib FT=0% 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 8-0-13 oc bracing. REACTIONS.(Ib/size) 1=310184)-0,3=31018-0-0 Max Horz1=-26(LC 11) Max UpltM -132(LC 6),3=-132(LC 7) Max Gravl=341(LC 27),3=341(LC 28) FORCES.(lb)-Maximum CompressionlMaximum Tension TOP CHORD 11-2-6371576,24-6371576 BOT CHORD 1-4=-513/587,3-4=-513/587 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf;h=10ft;Cat II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterlor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 Ib uplift at Joint 1 and 132 Ib uplift at Joint 3. 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard •• ••• • • • • • •• •C ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • •• • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAY 14, 2012 1 TRUSSED VALLEY SET DETAIL TPA-VALLEY-2-190 A ,r•<!r•d.stt'a9,Ti;rp,,FL Page 1 of 1 GENERAL SPECIFICATIONS 1.?JAIL SIZE a 3.5'X 0.131'a 16d 2.WCOO SCREW a 4.5'WS45 USP OR ECUILIVANT 3.b`ISTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4.INSTALL VALLEY TRUSSES(24-O.C.MAXIMUM)ANO MiTek Industries,Inc. SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS 1114 ACCORDANCE WITH THE GABLE ENO,COMMON TRUSS INDIVIDUAL DESIGN DRAWINGS. CR GIROER TRUSS S.PIAILING DONE PER NMOS 7.VALLEY STUD SPACING NOT TO EXCEED 48'O.C. S.BASE TRUSS AND VALLEY TRUSS MUST BE SOUTHERN PINE LUMBER. VALLEY TRUSS TYPICAL BASE TRUSSES -- -- y—~� VALLEY TRUSS TYPICAL GABLE ENO,COMMON TRUSS OR GIRDER TRUSS x / %r ; SEE DETAIL I r A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 18d -- — =-- --- �— NAILS 8"O.C. WIND DESIGN PER ASCE 7.10 MAXIMUM WIND SPEED a 190 MPH MAX MEAN ROOF HEIGHT.30 FEET ROOF PITCH a MINIMUM 3/12 MAXIMUM W12 EXPOSURE C i WIND DURATION OF LOAD INCREASE:1.90 ATTACH 2x4 CONTINUOUS NO.2 SYP MAX TOP CHORD TOTAL LOAD a 50 PSF TO THE ROOF'N/TWO USP WS45(1/4'X 4.5-) MAX SPACING a 24"O.C.(BASE AND VALLEY) WOOD SCREWS INTO EACH BASE TRUSS. MINIMUM REDUCED DEAD LOAD OF 4.8 PSF >.� ON THE TRUSSES. ••• •:• ••• •:• ••i •i• NOV 21 2014 . d is big e- x GENERAL NOTES !!IOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARA LEVANTAR PA UETES DE TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RE5TRICC16N Y ARRIOSTRE PARA TRUSSES DE CUEROAS PARALELAS 3X2 Y 4X2 Trusses are not marked in any way to identify the !os trusses no esfan marcado5 de ningun modo que Q frequency or location of temporary lateral restraint identiBquetafrecuenciaolocalizadonderestricaonlateral 10'(3 m)or Diagonal bracing Repeat dial bracing " IP- ! and diagonal bracing.Foila.v the recommendations yarnostre dugonaitamporales.Use/as recomenDONT overload the crane. Z daocnes 1)Instal;ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 • Refer to IT(4.6 mdiagonal)* every t d agon spaces 30 a for handling,installing and temporary restraining de mane)o,instalador,restrica6vi yarnostre temporal de NO sobrecargue la grua. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal SCSI-87***for more _�i+r"k� (9.1 m)max. and bracing of trusses.Refer to @M-GU(de_M los trusses.Vea el folieto 8�01-&id4 Buena Prachca bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. Good Prat[ f NEVER use banding to lift a bundle. � s.P�L HaIt51IL9.LnSttalling,Res r i g para e�blaIIejrz.Ln�t3/dtiQn ResUicaon v Amostre de/ps trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Vea el resumer SCSI-67•• &Bracing of Metal Plate Iwses de 8lader�Conertados con Plaras de�s�di ^• NUNCA use!as afaduras para!evantar un paquete. below).7)Repeat process with groups of four trusses until all trusses are set. Trusses• •for more detailed information. para infom)acion mos detat/ada. para mos information. A single lift point may be used for bundles of 1)instate los arriostres de tierra.2)Instate el primero truss y ate seguramente at arriostre de Truss Design Drawings may specify locations of los dibu)os to disde re tris trusses cal en arnec'Incar tierra.3)Instate los proximes 4 trusses con restriction lateral tempora!de miembro corto(vea d permanent lateral restraint or reinforcement for las IocaJizaaones de restriction /atetl top chord pitch trusses up to 45'(13.7 m}and diagonal brace to vertical _ pe permanence o abe o.4 Instate el arnostre diagonal de la cuerda superior Apply parallel chord trusses up to 30' 9.1 m 1) J ag penor(vea aba;o).S)Instate arnostre individual truss members. Refer to the SCSI- refuerzo en Its mie tlbros rndrviduales del truss. Vea/a ( ) diagonal para los pianos de los miembros secundanos webs at end of cantilever and at 8311,for more information.All other permanent hula resumen BCSI-831•,pat mos information. El Use at(east two lift points for bundles of top g W para sire diagonal /os para la c tint trusses i s bracing design is the responsibility of the building recto de los disenos de arriostres permanentes son la chord pitch trusses up to 60'(18.3 m)and paral- ®WARNING Do not over load supporting (yea aba)oJ.6)instate to recti cion lateral temporal y arnostre diagonal para la cuerda inferior bearing locations. All lateral restraints designer. esponsabit dad del d senador del edifido. lei chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. (yea abajo).7)Rep lar este procedimiento en grupos de cuatro trusses hasta que todos!os lapped at least two trusses. three lift points for bundles of top chord pitch ADVERTENCIA!No sobrecargue la trusses erten instalados. 'Top chord temporary lateral hordaiat spacing shall be 10(3 m)o.c.max.for 3x2 chords s and 151(4.6 m)o.c.for 4x2 chords. trusses>60'(18.3m)and parallel chord trusses estrudura apoyada con el paquete de Refer to BCSI-S2*** more information. � �4 >45'(13'7m)' INSTALLING - INSTALACION > �WARNING The consequences of improper ��• Vea el restimen SCSI-Bra* para mos information. handling,erecting,installing,restraining Puede usar un solo lugar de levantar para pa- Z Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES ti and bracing can result in a collapse of the quetes de trusses de la cuerda superior haste 45' W Tolerances for CRrt-of-Plane. Ouof t •PieO w . Max.Bow Truss Length structure,or worse,serious personal injury y trusses de cuerdas paralelas de 30'o merits. Puce paquetes de trusses en una posiclon RESTRICC76NIARRIOSTRE PARA TODOS PIANOS DE TRUSSES Tolerancias para Fuera-de•Ptatw. or death. Use Por to mends dos untos de levantar con estabte. ata` 12 5' P This restraint aril bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses :,a_ y Max.sou �� D lit) 19 mm 3 8 in) = grupos de trusses de cuerda superior inchast a (PCTs).See top of next column for temporary restraint and bracing of PCTs. Length _ !ADVERTENCIA!El resultado de un mane)o pasta 60'y trusses de aerdas paraleJas pasta - 1- 1 t4" t' 718' 14 6' levantamrento instaladon,restriction arnsotre � Este metodo de restriction arriostre es re todo trusses exce to trusses de cuerdas � - Len -►JI ' r 6 mm 0.3 m 22 mm 4.5 m y � 45:Use poi to mends dos pontos de levantar con grupos de trusses de cuerda superior inclinada Y Pa p paralelas -�Max Bow qm incon ecto puede ser/a caida de la estructura o .��, mos de 60'y trusses de cuerdas aralelas mos de 45: (PCTs)3x2 y 4x2.Vea)a parte superior de la columna Para la restrico6n arnostre temporal de PCTs. 1t2` T 1• 16 T aon peor,heddts o muertos. ® Exercise care when removing _ ) Length-i I 13 4' 0.8 m 1-mm 5.1 8, _ a+ � P )' � Max Bar � 1 TOP CHORD-CUEROA SUPERIOR 5 ) 3t4` 3' 1-tB• 18 8, g MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES - I Plumb 19 mm) (09m) (29 mm 5 7 m banding and handling trusses to avoid Truce Span Top Chord Tem ) line RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Temporary t ocelot RestrairN(TCTLR)Sparing r" 1 4' 1-v4• zo a' ` damaging trusses and prevent injury.Wear ®® Lor3gNud de Tianw EsPaeimnlenM dal AMoske TempoTel de/a Cnerda Superior a Tolerances for 25 mm 1.2 m 32 mm 6.3 m t personal protective equipment for the eyes, 1, r ti' ��® e a Using a sin le ick- int at the Up to 30' Out-of-Plumb. t-va 5' 1-318" 22.9' feet,hands and head when working with n9 9 P Po peak can damage the truss. 10'(3 m)o.c.max. D 32 mm (1.5m) 35 mm 7 0 m ` 9 \ (( 9.1 m Tolerancias pare 150 max trusses. I EI use de un solo lugar en el pito para levantar puede 60'or less 1.1 2' 6' 1-112' 25.0' 30' 9.1 m - fuera de Pi°mada• ` hater dant a!truss. ( ) 8' 2.4 m o.c.max. 3a mm 1.6 m 38 mm 76 m Utilice cautela al quilar las afaduras r __ _ -. 45' 13.7 m ( ) 1.314` T 1-314" o los pedazos de metal de su;etar para evitar dano a `' 45'(13.7 m)- CONSTRUCTION LOADING 45 mm 2.1 m 45 mm los trusses y preventr la herida personal. !leve 1 `-• I#- - _ 6'(1.8 m)o.c.max. GA DE CONSTRUCCI6N i T i ® el equlp0 protective pe pard O)OS pies, - ..e.._Approx 11,2_.moi 60'(18.3 m 2 8' 3 3 •� CAR 3 truss len h I 51 mm ara 4 m 51 mm manor y cabeza arando trabaja con trusses. ® r.Use Ublke = Togline �-TRUSSES UP on 30'(9.1 ml-• 60'(18.3 m)- 4'{1.2 m)o.c.max. DO NOT Proceed with construction until all lateral special care in cu!dado especial en 80' 24.4 m restraint and bracing is securely and properly in place. TRUSSES UPT 30(9 E5 }* waskatAm>�k HelgM windy weather or dins ventosos o cera 1 for 11m rlM an Trusaea near power lines de cables eidictricos o I I Consult a Registered Design Professional for trusses longer than 60'(18.3 m). NO proceda con la constnrccion pasta que codas las restric- and airports. de aeropuertts. Locate So saderrbaUb to-(3i) 'Consulte a un Professional Registrado de Oiserio para trusses mos � clones laterales y los arriostres esten colocados en forma Material Height j)rgl%r bar o.c.max. de 60 pies. proplada y Segura. _ mid-height Gypsum Board 12'(305 mm) roe-m s-•9 roe-.n / DO NOT exceed maximum stack heights.Refer to SCSI-84*** m 0 See SCSI.62***for TCTLR options. for more information. 9 Plywood o OSS 16`406 mm i Spreader bar f y u- i \ Vea el SCSI-B2***para!as opciordes de 7L71R. � ( ) p \>. I ; Spreader bar 1,2 to Ii -� r -a �, ,. -,_-� �[- ' _ �;,,.' NO exceda!as afturas maximal de rrronton.Vea el resumer Asphalt shingles z bundles 2J3 truss length - Spreader bar 213 to / e Refer t0 SCSI for para ara masinformacion. for truss Tagbne TRUSSES UP TO 60-(18.3 m)_f Concrete Block 8'(203 mm) Sia truss ie I `i Gable End Frame restraint/bracing/ A HANDLING e r rRU55E5HASTA6oPIFs Clay Tile 3-0aleshgh �7 TRUSSES UP TO AHD OVER 60'(18.3 m) reinforcement information. 4 a MANEJO TRUSSES HASTA Y SOBRE 60 PIES -►1 Para irftrmad6n sobre restriction/ TcrLR �%S!<<Ct iti. ambstre/refllerzo para Armazones ! " ' -4 it e - Hold each truss in position with the erection equipment until top chord temporary lateral restraint Hasbales vea e!resumer SCSI-B ®EM I is installed and the truss h fastened to the bearing points. 30"or � NEVER stack materials near a peak or at mid-span. Avoid lateral bending. Note:Ground bracing not shown for clarity. t Evite la flexion lateral. -"� Use proper rig- Use equipo apropiad) Sostenga cads truss en position con equtpo de grua hasta que ler restriction lateral temporal de la Truss attachment NUNCA amontone cos matenales cerca de un pico. ging and hoisting para levantar a cuerda superior estd instalado y el truss este asegurado en los soportes. Repeat diagonal braces for each sat of 4 trusses. required at sup s} e Para cads gruro de 4 trusses. t9 DO NOT overload small groups o single trusses. The contractor is responsible for equipment. improviser. Replta los arrlsodes dfagonales Section A-A NO sobrecargue 1 properly receiving,unloading and storing INSTALLATION OF SINGLE TRUSSES BY HAND gue pequer3os grupos o trusses individuates. 2)WEB MEMBER PLANE-PIANO DE LOS MIEMBROS SECUNDARIOS the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDlVIDUALES 2 Place loads over as many trusses as possible. smooth surface to prevent damage. POR LA MANO ° LATERAL RESTRAINT&DIAGONAL BRACING ARE Coloque las cargas sobre cantos trusses tomo sea El contttsta eerie la resptnsab)f)dad de VERY IMPORTANT paible recibir,ciescargar y almacenar adecuadamente IN ✓', 6 m , Ids trusses en la obra.Descargue los trusses en y'q Trusses 20' __ 0 Trusses 30' P • m= r -�,-� __ .-_ t_`_ __. � Position loads over load bear; walls. la tierra Aso para, revenir el dant. (6.1 m)or __ (9.1 m)or r; - iLA RE•STRICCIbN LATERAL Y EL ARRIOSTRE DIAGONAL Col n9 P less,support less,support oque las cargos sobre las Paredes soportantes. �', pport at SON MUY IMPORTANTESI - Diagonal ( near peak. points. a aracing T e mertt ONS-ALTERACI NES , quarter po lits CLB solicit r imwce ALTERATIONS O porte Soporte de �, y��E t, Truss Member _r rax_CLR Refer to BCSI-85.«** Truss bracing not shorn for curry ' li �1k � cerca al Pico los cuartos /''_ ° s • lit VeaelresumenBCSL85.*** los trusses �t.. Trusses up to 20' i� de tramo Jos �•,F Trusses up to 30' -,1 Web members �� )�' T �� a _ _ de 20 pies o (6.1 m) 111 trusses de 30 (9.1 m) q § 45m G DO NOT cut,alter,or drill any structural member of a truss unless sr tD DO NOT store NO aimacene mends. Trusses pasta 20 les pies o merlos. Trusses hasty 30 les * �a $ 1 specific ail c � unbraced bundles verticalmente los P P a x ty'slyt YY permitted by the truss design drawing. k ° # /Q� NO torte,attere o perfore ningun mtembro estructural deun trussupright. trusses sueltos.Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING `. :' amends que este espedncamente ;at the time of delivery or stored temporarily in x- - RESTRICCION YARRIOSTRE TEMPORAL - de!truss. permitrdo en el drbu o de!diseno -� Bottom contact with the ground after delivery.if trusses chords Lnencm 7 rax Scab block a Man- are to be stored for more than one week,place centered over splice Attach Trusses that have been overloaded during construction or altered without the Truss Man- e Diagonal braces to CLR w4h minimum 8-16d p approval may render the Truss Manufacturer's limited warranty null and void. blocking of sufficient height beneath the stack Refer to BCSI-B2*••for more �f- Top Chord Temporary every 10 truss spaces l0:35x3 5^1 rads each side ufacturers prior of trusses at 8'(2.4 m)to 10'(3 m)on-center information. 1/Lateral Restraint j/ IO'(6.1 m)max. b1 splice or as specified by the Trusses que se han sgbrecatga�o lir a l�rynstruccion o pan lido alte2dos stn la aufor- (o.c.). kr'jyw (TCTLRi 10'(3 m)-25'(4.6 m)maz\✓ Budding Designer izag& re F Ti nt d F Vea e)resumer BCSI-SI* 'para mos infor- Same s t i �a db yf1 d•Trtr ptrede•hacer nolo y stn efecto la garenda limitada de! Los trusses pueden ser descargados diredamente �,.f � nation. 2x4 min. pac'rtg as bottom Note:Some chord and web members SECTION A•A FabricaBte Qe Ssss.• •• • • en et sueto an aquer momento de entrega o chord tater.t restraint not shown for clarity. • ••• is • is • •• • almacenados tempora/mente en contacto con el .:_ _ -`:. Locate ground braces for first truss directly • • • • • • • • suero despries de entrega.Si cos trusses estaran . • cin I*ecat t}f SII rows of to chord temporary 3)BOTTOM CHORD-CUERDA INFERIOR "Con tlivynp;em;anutr<turer mare wmdbtk m&&wit a Registered Design Prollimlone tar assistance. guardados pat mas de una remora,ponga " ` • • P ry Truss To sum a non-priming PDF of this document,v srt sbcmdustry.comlbl. • iat4l sr straint(see table in the next column). Lateral�Vramts-2x4x12'or NOTE: x tons manuractu a and ours blcqueando de altura suhciente detr2s de la Pita • • Member devgner rely on the presumption that the convadw and crane opo atx(d appitaue)are de to$trusses a 8 hasta 10 ( � DO NOT store on 310 almace i er=ITe a• • ue los•rriostres de tierra para el primer -90 greater gipped over two trusses PfOf orals r,¢n the capahhLty to undertake the work they bare agreed to do on any given txo�.if me contractor beheves a needs pies en centro(o.c.). asusunce m come a of the c uctw o)ect,rt nce from a competent party.The methods and procedures uneven ground. def'ual. • • • • • or CLR rahce reinforce sn� tP* Z For trusses stored for more than one week,cover � •• • �(usidir•ctemente en tinea con Cada una de Note:Some chord outLn•t••.s dRdt are int �,��at the orcTr cwrw(Cthnpuns empayed+d)t put the trusses into pw<e;Ar ecr bundles to tar files de restritcion lateral temporal de la merit. ,� 1 and web members These rlsmnh;•latx>ns roc nand nq, estramng bra:rig tresses are based upon die coikctrve experrerxe ar 7ead,nq protect from the environment• i per rue, ,Aw,d•m truss div anu cuerda superior(vea la tabla en!a proximal Brace first truss Bosom m not shown for a ll rLta"d''"s ■ f due ro the nawre or respons 6a ries bora ed.it p esnr c Pat trusses uardados r mas de una semana, t--securely before- chords r as ecutoE ro u•py nualrteU ounat►q a w a roc mte wed that t use recon re batons me•nterp e m as 0 >D columna). clarity. wrxxe rhe brd+n�es gner}bl gn spR hcaAon ra ha Inst estra rang and mating trusses and d does not preciud Me rubra!OS pagL•etPs'pat nrCteger/ris der dmMente. ••• 000 ••• - erPCh�6�'&GdatiNia .'` / ase d oyer egUfra�t metnods foreuram�nglErannq and prdQMIV a the walls,columns,floors,roofs aro an tt•e mtenelated • - • i1r1110 nu.ld c nts as Bete-neo the conhanm Thus,SBC!and TPI e. disclaim anv responvogir,'ar damages DO NOT walk on Trus e&a /J / Refer to BCSI••'for more detailed information :lam• • • • -' �`'^� mouse,appncatra,.or rNiance on�+e reccmnmrMahnn;ara mrnrmarmn<rncan heroin. - -1 • • • unbrdced trusses. pertaining to handling and)obs to storage of -- - •. • • • • trusses. • • NO canine en trusses i t ' - / Diagonal braces every 10 •Ism-•• • *09 Vea cy forteto riCst•••pat rforma�,un mas demi- �h . Irk I • 'P Ate-- � suekos ��...�� truss spaces 20'(6.1 m)max. • • = dC-----i► • • s • ' c • • TRUSS PLATE INSTITUTE a- 7 0'(3 m)-:.5'{4.6 m}max. - 539; aPrp tie sans•rdaA rill Rv] 71� • • 216 N.'sc St.,Ste.312•Alexandria,VA 22314 e,,J wbre<'( ^ar eio r air+,i r'dGG L`-'lis trasie5 - - •k18 tpAke Lar*bcn+�s r�co • •• • 763;ct13-IUt4•Wmst.orq Sao a 3 7 ! • � 1 0 e @ if ! e as _ a • • mm m s • m m .. - a _ _ m _ - � "�