RC-15-946 (2) Miami Shores Village CEIVED
Building Department JUL 2 0 201
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 :
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 5 "
FBC 20 1 } .�
BUILDING Master Permit No. R c.-Ai ~ IS - 'l411G
PERMIT APPLICATION Sub Permit No.
�OUILDING ❑ ELECTRIC ❑ ROOFING [] REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATIONSHOP
w► CONTRACTOR RAWINGS
JOB ADDRESS: O 5 l V• \ p
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: { "3a 01 1 " _t a 110 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):" P i ro C) Phone#:
Address: 14 $ `y J. _ 10
City: M I State: �-- Zip: 33 14 3
Tenant/Lessee Name: N -o' Phone#:
Email: ® f
CONTRACTOR:Company Name: C�0 p1y l � t�� Phone#:
�,(�
Address: A-O ,; �)N\i#op l
City:_ A I N M L State: V_L6� zip:.-) 0�_73
Qualifier Name: Ld 1 Kd7Q(-:" �J lP (40 Phone#: 0S C)o'i") T (
6 -
State Certification or Registration M Qi3Q- VaS 8 8 3("1 Certificate of Competency#:
DESIGNER:Architect/Engineer: f-,l) .Q.& eb tk L- Phone#:
Address: 00 City: State: Zip:
Value of Work for-ythis Permit:$ i 0(�� Square/Linear Footage of Work:
o
Type of Work: 4 Addition ❑ Alterationp ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: O ts F: T\\y SQ�j
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)
eonding Company's Name(if applicable) N l Ar
Bonding Company's Address N f P%
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
pp Y p fY
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 certifythat all the foregoing information is accurate and that all work will be done in compliance with all
g p
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 Applicant. As 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 CaDroved and a reinspection fee will be charged.
Signature Signature
g g
OWNER or AGENT CONTRACTOR
TheTh foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
g g g g g g
tk ^
1
S ZO da of J � 20 b
day of 20 1.S ,by y � y
Y
ak'dl wva-'VV '� In9-v ,who is personally known to euro ;2V ,who is personally known to
me or who has produced as me or who has produced FL 10 ive.f �S 1-'� teas
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: ice"( � --,`�>�/1� �'�-'y� Sign:
Print: Print: L
�auwea•'Y:
FF 129099
Seal: L UURDFENW�
PINO Seal: '*'• EXPIRES '*
DIY COM408" =Z: Jun 93.2018 �+
EXPIRES2016
C' yam', •,�`,,�.
APPROVED BY Plans Examiner Zoning
'Zq)"Oeq<IJ Structural Review Clerk
(Revisedo2/24/2014)
Project Information:
Job Number:
Martinez Truss Co., Inc. 101
9280 NW South River Dr. JORGE LA FUENTE
Medley, FL 33166 "mine'
(305) 883-6261 * Fax: (305) 885-2925 PAdNdO RES.
infoC@martineztruss.net 9105 N.E.5th AVE
City,ST,ZIP.-
MIAMI
IP:MIAMI SHORES,FL 33138
General Truss Engineering Criteria & Design Loads
Building Code and chapter: Computer Program Used:
r FR02010/TPI2007 MITek Version:7.61 Mar 2
Gravity: Gravity:
55.0 psf ROOF TOTAL LOAD N/A
fond Building Authority:
175 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 CITY OF MIAMI SHORES
Project Engineer of Record: This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and
sealing each individual sheet.An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
Engineer of Truss Design Package
JOHN A.ILTER P.E.
FL Reg.Eng.No.36205
14337 Commerce Way.
Miami Lakes, FL 33016
o - :•v,
No. Date Truss ID# o •o
1 06/25/15 1T 0001
« 2 06/25/15 2T 0002 ` _ •' __.
•,o
3 06/25/15 3T 0003 •o � I�rr •
4 06/25/15 4T 0004 • • �►
5 06/25/15 V4 0007 ZIP •�• ®••�0• ��
••••
6 06/25/15 V8 0008
7 06/25/15 V12 0005
8 06/25/15 V18 0006
6/26/2015
• • •••• ••••••
•••••• •• ••••••
•
•••• • •• •••••
•••••• •••• •••••
•• •• •••• ••••••
•
• • • • ••••••
Page 1 of 1
Job ruse Truss Type QtY PlY JORGE LA FUE1,4M PINO RES.
0001
15060401 1T Common 11 1 !
Job Reference nal
Madnez Truss Co.,Inc.,Medley,FL 33166,- Run:7.610 s Mar 27 2015 Print 7.610 s Mar 27 2015 M rekM21151 98ym2016
ID:7dpOTwWcYM198gUDTDpoz9NKl-70HVsW5NOSUTWhaWnMIHC; E 14
Scale:3/8"=1'
Dead Load Defl.-5/16 in
4x6=
3.00 F12 3
15 16
1.5x4_ 1.5x4:::
2 4
ct 14 17
1 5
Y
g g g
g g 7 6 s g
3x6= 4x8= 4x6=
3x6=
1119#/449# 1119#/-449#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.21 7 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(TL) -0.49 7-13 >500 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.11 5 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:81 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing.
WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1-1119/0-8-0,5-1119/0-8-0
Max Horz 1=51(LC 10)
Max Upliftl 449(LC 11),5m-449(LC 11)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. »
TOP CHORD 1-14=-3141/1655,2-14 3070/1663,2-15 2274/1126,3-15 2216/1133,3-16=-2216/1133,
4-16=-2274/1126,4-17--3070/1663,5-17=-3141/1655
BOT CHORD 1-7--1559/300916-7--1559/3009,5-6--1559/3009
WEBS 3-7.-159/561,4-7--964/622,2-7--964/622
s
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=5.Opsf;BCDL=5.Opsf;11-1 511t;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-7 to 3-1-7,Interior(1)3-1-7 to 10-3-8,Exterior(2)10-3-8 to 13-3-8
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip
DOL-11.60
3)'This truss has been designed for a live toad of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Bearing at joint(s)1,5 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 Ib uplift at joint 1 and 449 Ib uplift at joint
5.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
0000
0000•• •• 0000••
•
• • • 0000••
0000••
• • • •• 0000
0000• •• • 0000
0000• 0000 0000••
0.000• •••• •0 ••
•
• • 0000••
• • • •
0000•• • • • •
0000••
000 0 0 00
• •
Job Truss Truss Type Qty Ply JORGE LA FU04M PINO RES.
15060401 2T Common 1s 1 Job Reference(optional)
Martinez Trues Co.,Inc-,Medley,FL 33166,- Run:7.610 s Mar 27 2015 Prft 7.610 a Mar 27:2015 Mrrek Industries,Inc.Thu Jun 2515:18:17 2015 Pagel
ID.7dpGTwIWcYMj098gUDTDpoz9NKl-70HVsW5NoOcg7LhSUT34GWd9hvYn5EymMIHC9z2jE4
Scale m 1:25.2
Dead Load Dell.=3/16 In
4x6=
3.00 12 2
12 13
11 14
1 3
s & 4 s &
3x4= 3x4= 5x6= 3x4=
3x4=
876#/--352# 876#/-3521!
Plate Offsets(X,Y)-- [1.0-1-10 Edoel [3:0-1-10 Edue] [4:0-3-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.12 4-10 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(TL) -0.29 4-10 >655 180
BCLL 0.0 ' Rep Stress[nor YES WB 0.09 Horz(TL) 0.04 3 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:51 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-4-9 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer
Installation oulde.
REACTIONS. (Ib/size) 1.876/0-8-0,3.876/0-8-0
Max Horz 1=40(LC 10)
Max Uplift1=-352(LC 11),3--352(LC 11)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-11 2118/1210,11-12a-1700/895,2-12--1691/904,2-13--1687/904,13-14 1696/896,
3-14=-2126/1209
• BOT CHORD 1-4--1289/2240,3-4-1288/2249
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vultm175mph(3-second gust)Vasd-136mph;TCDLa5.Opsf;BCDL-5.Opsf;h-1 51t;B-45ft;L-241t;eave-41t;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-7 to 3-1-7,interior(1)3-1-7 to 8-1-0,Exterior(2)8-1-0 to 11-1-0
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip
DOL®1.60
3).This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Bearing at joint(s)1,3 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 352 lb uplift at joint 1 and 352 Ib uplift at joint
3.
6)"Semi-rigid plichbreaks Including heels'Member end fixity model was used In the analysis and design of this truss. ••••
LOAD CASE(S) Standard
• • 0000 0000••
0000•• •• 0000••
•
0000•• • • •
0000••
0000 •• • • •
0000 • •• 0000•
0000•• 0000 0000•
•• •• 0000 0000••
0000•• • •
•
• • • • 0000••
0000••
• • • •0000•
0 00 0 •
Job ruse Truss Type W jP1y1JORGE LA FUENTE/PINO RES.
0003
15060401 3T Conurron 4 1 r
Job Reference(optionall
Ma dnez Trues Co.,Inc.,Medley,FL 33166,- Run:7.610 s Mer 27 2015 Print 7.610 s Mer 27 2015 Mrrek Uxi Nc Thu Jun 2515:18:18 2015 Page 1
ID:7dpGTwtWcYMj098gUDTDpoz9NKl-bCrt3gKj86WTR wIOC?IdT2st4H7WYc6?OVgibz2jE3
Scale=1:22.6
Dead Load Defl.=1/8 In
4x6=
3.00 12 2
13 14
12 15
1
1 3
� 1
8 6 5 4 g
s 1.5x4 II 3x4= s
3x4 11
3x4 11
793#/-318# 793N/-318#
Plate Offsets(XY)-- 111.0-0-7 Edgel 13.0-0-7 Eduel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES (TRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.09 5-11 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(TL) -0.21 5-11 >809 180
BCLL 0.0 ' Rep Stress[nor YES WB 0.08 Horz(TL) 0.03 3 n/a n/a
BCDL 10.0 Code FRC2010frP12007 (Matrix-M) Weight:46 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing.
WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
Installation aulde.
REACTIONS. (lb/size) 1-793/0-8-0,3=79310-8-0
Max Horz 1=-36(LC 9)
Max Upliftl 318(LC 11),3=-318(LC 11)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-1791/1068,12-13 1536/851,2-13=-1534/859,2-14 1534/859,14-15=-1536/851,
3-15=-1791/1068
BOT CHORD 1-5=-1132/1884,4-5--734/1490,3-4-1131/1884
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=175mph(3-second gust)Vasd=136mph;TCDL-5.Opsf;BCDL=5.Opsf;h-1 511t;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-7 to 3-1-7,Intedor(1)3-1-7 to 7-4-0,Exterior(2)7-4-0 to 10-4-0
zone;cantilever left and right exposed;C-C for members and fomes&MWFRS for reactions shown;Lumber DOL-1.60 plate grip
DOL=1.60
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Bearing at joint(s)1,3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 318 Ib uplift at joint 1 and 318 Ib uplift at joint
3.
6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used In the analysis and design of this truss.
••••
I WZ"E(S) 5604• • •
• • •
•••••• •• ••••••
0 00: 000000
•
••••• •• • ••••
••••• •••• ••••••
•••••• •••• •• ••
•
•••••• • • • •
• •
Job Truss Truss TYPO Qty Ply JORGE LA FUENTE/PINO RES.
, 0004
150804x1 4T Common 4 1
Job Reference onal
Merdnez Trues Co.,Inc.,Medley,FL 33168,- Run:7.610 s Mar 27 2015 Prft 7.610 s Mar 27 2015 Mrrek Industries,Inc.Thu Jun 2515:18:18 2015 Pagel
ID:7dpOTwIWcYMPMUDTDpoz9NKl-bCrt3gKj86WTRHwtOC?IdT2xB4JOWYu6?OVglbz2jE3
Scale:1:18.0
Dead Load DeO. 1/161n
4x6=
3.00 12 2
it 12
C
1 3
LlL
6 6 4 6 6
Q 6 1.5x411 d'
3x4 II 3x4 II
628#/-252# 62 -252#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udetl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) 0.05 4-7 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.11 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 3 n/a n/a
BCDL 10.0 Code FRC201 OITP12007 (Matrix-M) Weight:36 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,In accordance with Stabilizer
Installation aulde.
REACTIONS. (Ib/size) 1.628/0-8-0.3-628/0-8-0
Max Horz 1=-29(LC 9)
Max Upliftl 252(LC 11),3 252(LC 11)
FORCES. (lb)-Max.CompJ'Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-11-1257/817,2-11--12061768,2-12--12061754,3-12--1257/790
BOT CHORD 1-4.-85311264,3-4=-824/1264
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=5.Opsf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-7 to 3-1-7,Interlor(1)3-1-7 to 5-10-0,Exterior(2)5-10-0 to 8-10-0
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL-1.60
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Bearing at joint(s)1,3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 Ib uplift at joint 1 and 252 Ib uplift at joint
3.
6)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard •
• • 9999 9999••
•• • ••• • •
•96.66 •• 9606•0
•
•9.96• • • •
9.96•
•
9999 •• • • •
• • • •
9999 • ••• •9•••
•0••9• 0000 ••9.9
•• •• 6996 000000
•
•696•• • •
• • • 9.9.9•
00 0
Job rubs Truss Type Qty Ply JORGE LA FUENTE/PINO RES.
0007
15060401 v4 vaueY 3 1 Job Reference Logonsll
r
Mertlnez Truss Co.,Inc.,Medley,FL 33166,- Run:7.610 s Mar 27 2015 Print 7.610 s Mar 27 2015 MITek industries ham_.Thu Jun 2515:18:18 2015 Page 1
ID:7dpGTwtWcYMj096gUDTDpoz9NKl-bCrt3gKi86WTRHwtOC?IdT21 L4PfWZu6?OVgibz2JE3
Scale=1:7.3
2 1 1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES (TRIP
TCLL 30.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL) n/a n/a 999
TCDL 15.0 Plate Metal DOL 0.90 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 ' Lumber DOL 0.90 WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Rep Stress Incr YES (Matrix) Weight:9 lb FT-20%
Code FRC20101TPI2007
LUMBER- BRACING-
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation nuide.
REACTIONS. (Ib/size) 222/4-0-0,1=22/4-0-0
FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Gable requires continuous bottom chord bearing.
2)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any
other members.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard J
•••••• •••• • •
0 00 *see
•••••• •• ••••••
•
••••• •s • goes
••••• •••• ••••••
•••••• •••• •• ••
00
•
egg••• • • • •
• • • •000 0 a 99
•
• •
•
04
Job Truss Truss TYPS Uty Fly JORGE LA FUENTE/PINO RES.
150604M V8 Vauey 3 1 ,lob Reference tionai t
Martinez Truss Co.,Inc.,Medley,FL 33166,- Run:7.610 s Mer 27 2015 Print 7.610 s Mar 27 2015 WTek IndusWee,Inc.Thu Jun 2515:18:18 2015 Paagge 1
ID:7dpOTwIWcYM)�8gUDTDpoz9NKl-bCrt3gKp6WTRHwtOC?IdT2zp4KmWLu6?OVgibzLjE3
Scale=1:14.2
3x4=
3.o0 F12
2
P 1 3
---------------------------
3x4: 3x4
Plate Offsets(YY)-- [2.0-2-0 Edrlel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) n/a Ma 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(TL) n/a Ma 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FRC201 OYTPI2007 (Matrix) Weight:21 Ib FT-20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing.
Mrrek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation nuide.
REACTIONS. (Ib/size) 1.310/8-0-0,3=31018-0-0
Max Horz 1 m-14(LC 9)
Max Uplifts m-124(LC 11),3m-124(LC 11)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2--547/621,2-3®-547/621
BOT CHORD 1-3--558/507
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vultm175mph(3-second gust)Vasd-136mph;TCDL=5.Opsf;BCDL-5.Opsf;h-1 51t;Bo45ft;Lm241t;save-41t;Cat.II;
Exp C;Encl.,GCpio0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1.60
3)Gable requires continuous bottom chord bearing.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 1 and 124 Ib uplift at joint
3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
••••
• • 0000 0000••
0000•• •• 0000••
e
0000•• • • •
0000••
0000 •• • • •
0000 • •• ••••Y
0000•• 0000 •*•••
•• •• 0000 0000••
•
0000•• • •
• 0 • • 000••4
• • • •00000
00 0 0 000
00 0 •
Job ruse Truss Type Fly JORGE LA FUENTE/PINO RES.
0005
15060401 V12 Valley 1 1 JOB Reference nal , V
Marfim Truss Co.,Inc.,Medley,FL 33166,- Run:7.610 s Mar 27 2015 Print 7.810 s Mat 27 2015 PATek trafustriea,hx Thu Jun 2515:18:18 2015 Pagge 1
ID:7dpOTwtWcYMj098gUDTDpoz9NKl-bCrt3gKj86WTRH.!OC?IdT2x04N6WY36?OVglbz2JE3
Scale=1:18.5
4x6=
3.00 F12
2
6 7
5 8
3
Li1
4
3x4::-- 1.5x4 11 3x4 r
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FRC2010/rP12007 (Matrix) Weight:34 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1.224/12-0-0,3=224/12-0-0,4=612112-0-0
Max Horz 1=-24(LC 9)
Max Uplift1=-97(LC 11),3=-97(LC 11),4=-230(LC 11)
Max Grav1.234(LC 20),3=234(LC 21),4=612(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-459/396
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=5.Opsf;BCDL=5.0psf;h=15ft;B=45111;L=24ft;save=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-3 to 4-2-3,Interior(1)4-2-3 to 6-0-0,Exterior(2)6-0-0 to 9-0-0
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip
DOL-1.60
3)Gable requires continuous bottom chord bearing.
4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 Ib uplift at joint 1,97 Ib uplift at joint 3 and
230 Ib uplift at joint 4.
6)"Semi-rigid pitchbreaks Including heels"Member and fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard
0000
0000•• 0000 • •
• • ••• • 99
000000 90 •0090•
• • • 99.•
9••
••9.9 99.9 •9.99•
•
• • •9.99•
••999• • • •
Job Truss I ruse I ype Qty PlY JORGE LA FUENTEr PINO RES.
. 0006
15060481 V16 valley 1 1 Job Reference Onal
Medinez Truss Go.,Irx«,Medley,FL 33166,- Run:7.610 s Mar 27 2015 Print 7.610 s Mar 27 2015 Mrrek hdustries,ho.Thu Jun 2515:18:19 2015 Page 1
ID:7dpGTwtWcYMj098gUDTDpoz9NKl-3PPFHALLvPeK3RV3avWX9hb?AUgaF vFEgEOH1z2jE2
Scale=1:24.7
5x6=
3.00 12 2
6 7
5 8
1 3
--------------------------
3x4!.,-- 4 3x4 zz
5x6=
Plate Offsets(XY)-- 12:0-3-0,0-2-121,[4:0-3-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:47 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation aulde.
REACTIONS. (Ib/size) 1.317/16-0-0,3.317/16-0-0,4-866/16-0-0
Max Horz 1=34(LC 10)
Max UpIl t1 138(LC 11),3 138(LC 11),4=-326(LC 11)
• Max Grav 1=331(LC 20),3-331(LC 21),4=866(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4--650/481
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuft=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-3 to 4-2-3,Interior(1)4-2-3 to 8-0-0,Exterior(2)8-0-0 to 11-0-0
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip
DOL-1.60
3)Gable requires continuous bottom chord bearing.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 Ib uplift at joint 1,138 Ib uplift at joint 3
and 326 Ib uplift at joint 4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard ••••
• • 0000 0000••
•• • •�• • •
•90•00 9• 0000••
•
•000.0Is • • •
0000 •• • • •
0000 9 •• 0000•
0000•• 9000 0000•
•• •• 999• ••99••
*09
•
• • • 0000••