ROOFINGMIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
Owner's Name and Addressj4)..:- 11-.44
Registered Architect and /or Engineer
Name and address of licensed contract
Location and legal description of lot to be built on:
Lot Block S n.� �
Street and Number where work is to be done- /li.a �l �//��
State work to be done and purpose of building (by floors) ��2..• ���
!
Disapproved
(Signed)
t42
D . a e
Building I pector
No.J0.0_ 4 .V,f,Street. - .9y
,19 SO"
and for no other purpose.
New Buildwig Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundatimb Roof Covering
Estimated Total cost of improvements $ ' -S4
- Amount of Permit $ r.
Zone cubage required plan Cubage
Distance to next nearest building ..- Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Z Date — I4 - . Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member ...- . Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build
in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date..._. .._ ..............__.__�.__..�°� 4 ,�._... �.... ,19
r '
•
Registered Architect and /or Engineer ,
Name and address of licensed contractor . ... 7.'..1/
.. ?r' :-' •' Lamy e'' - o ; '" • f , ° , yf
Location and•legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done.. ..j " d ?' L... 2_:.. . �/ •�'
State work to be done and purpose of building (by floors).. -:..
Disapproved Date._
(Signed)
and for no other purpose.
New Building Remodeling � Addition Repairs / No. of Stories _
To be constructed of Kind of foundation _ Roof Covering. n- = • .
Estimated Total cost of improvements $....l.. L .1 Amount of Permit 5,-...I
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Jiaxirnum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village. r
_
Remarks.._ (Signed) .,'
Notary Public, State of Florida
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notaty•public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit Tate r �/ 1 12-1__$0 Read, Sworn to and Subscribed before me.
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
\icn- bcr Member
Member ...... Member .._._..._._._...._. _.._._ _.._..__.
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and/or workinanship.
D VISZ SIL. 57R. S•IUTM. ME
S'.i.EGT :.TN. SJJUTNEP7 PINC
N:). 1 1.2.2132 Ld•JTIt:.7et rule
1111::9Er 1 5 UTI:E'.rs PINS
?JO. 2 UE••JSE 53.THE ^:J PINE
JJ :'.SOE. 2 r. ^.U1Nz :; P1NL
tote: r►rzn :nclnbcr. 2x4 #3 MEm -fir, Douglas -Fir or
SOU T 1LERN =PINE .
•
'late
Size M
2.5x8
2.50
2.5x6
•
POST APR. '77' DSG!4. STR.
Ao ac:,; .... »....15 PSF
VE LOAD .... .... »...30 PSF
CE1l ?s;
1TAt. ..................... 5 PSF
'• .S:tihlasnuss matEASE
CAMBER 1/8" per 8'4" of truss span.
X123 -P
3 3.0 3.54 3.50 30 IS 14 1.333 24 .11 3.!s Is
SPACETG at 2'-0" o. C. max. • .
•
PLATE
Max.'.Sp z.'t
311-8.
28'-91 .,
• 2L' -9" .
11111 DRItJ KILN! DJIIED
TOP DOTTO$ TOP SUTTON
.30' S" 31• s" •31 s" •31• N
•29. 3" 31' s" • 31' O'•
:9. 3• 31' s•• .33' 2" 31. 9"
26' 9" 29. 8" 211• 9" 31' O"
25'10" :9' 1" 37 33 9"
23' 4" 25 9• ItS' 4" 27• 7"
1•
M.Y.I. N.T.S
CN*CJ:LD DATE
M.Y.I. 5/9/74
i
16
nwID
•
12
MONEX CORPORATION �,f� a;9 rod for
��� fiii�l. 1
351 N.E 185 St.
N. Micmi Beach, Flo. 33162
5x4 PL
+161.67 LA
•
•
Le. Yarn. ••••• • •.i. ••••••••••••
•••••2.1. .•..w• •.....n... •.. t•.• •• •..V.
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tab o••• .••••■•••• ...• •••••• Mme•..
4_. ••..• w.••..• •••••••"'" •..•..•.•.
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a •t.. ••" ••�.•• • •••. ••••.••. • r M
••••• •y....• r • •t•••••• ••• 1.••.
L/
3x4 P'
� T
L'Ma�:.�31' +8" • .
f':L1110:11 'i
•
FV.r :If:%
/.
J ti
•
5::6 PL
(Optional Bottom Chord Splice.)
• �+.. • • . .. , •
• ••••••• .. �.' •
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•••• "._i. w • • • .. .' ti• «.� y
".•• •• •• a•...• ••• ... • r w ...» ••r
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t •••
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•••••••• OD •w .r. -.: . S....."• 11.1NO
.r t._. r •...•...... • •• ..J..•.•.. •.. V
••••••• ••••••• a..a •r. •••• .•.•" ••
Truss Symmetrical
As Shown.
-1
• .o;H 1.'0.
30234 ••
@ C.L. Except
r ,
'5x4 PT
I
1 -107.78
1•' 3.5x6 PL ! 1
1 _!
i L/12 XL-,
(One parait•: •:d )
• .
Lu
•
•
FINX 31' -8" 3:1'... , / A
:
MC+ X :
:'1
- .-..-1-,:t .
• if
• 44 3:50 3.50
st DEL.str.s00Tn.
isCT SIR. SNUTHEIIJ
1 DENSE SZUTHEFt3
DER 1 SOUT.IEPJ)
'l tZNSE S6uTH7RN
DER 2 SOUTREMW
.i .3: t 144
6 s.i f 113
C 6+?
e •
Plat_ Size
3X12
•'• i 1
3x10
3x9
3xa
•
P 115L
PINE
r1:1E
P VIE
P
PHIL
36 15 11 1.333
HEEL PLATE
Max. Span
29(�' -O
29' -0"
2 -5 "
00 23 1 -10"
21 -3"
6 -6 .7s7/
6.6 •i010
C -0 -6016
•
AIR CRIED
TCP 'BOTTON
•;8. 5.. 29• 0 ..
26' 8" 28' 6"
26' 0- 28' 6
23' 6" 25' 4-
22. 5 ". 24'10-
20' 1" 2I' 7"
2X4 at'G.R,
67 OiHER3
FORGES
6.1 70.0
(4 7016
LG 7041
l
Lunin& SIZE
KILN DRIED TOP 2X4
70P 807708 SOfTOII 2X4
.29' 0 29' 6"
.28' 1 29' 6-
23' 2" 29' 0"
25' 6" 26' 6"
24' 7- 26' 5"
22' 2" 23' 3 -
24 2.0 3.50 10
6-1 144
64 •:160
•1 • 1676
10151K:, :i3F) SPA' Ir:G 2-4' O.C. GCALE O.7G • n 1'
7Or Cri r ::l tx 39.0 ,PC 5 AP :err _
iCP C$;.:j : r.) IS., ALLusA0LE 41 •i• °�'
G4tT3't C jA.0 INC. FOR m19R1 TIE
�Sd anani.7.1 'n s4 7 OrIIVr N
•
REACTION$
4.0007
COMOCT04 hears An/ bOAIR 1 1 TY•I na1u'At7VAto
6 •
4/9043I CCA•A■I'ON room 70 G:uGi *Alin OTNU•
rllt
51501u4 G*tVAN,1110 STIEl.
29' D • T.A11mIA SPAN
11004:0•45. 70.1 0tVGK 1610" TAU13 '•►•.CATION MO/.
104 KN5rA5rINT ANO TIwOAANV suiC.n* Iw.. ,, A Ai,
man 11i0YMi0) C01ii1 ct 6WLOINO 1 I9.t1N ON •RCN IECT.
MEO tt1EASEAS 2X7 OR 224 20.3 SOUTNE6N PINE OR EOu:L
(I TRUSS ST71"ETRICAL A80uT
t_ CENTER LiNE EXCEPT AS SNOW6
1111TS eK 10 A► aw %TAUI a n• ..b..:.rta e• ,Mora,
S•rvl /..•1Ltr.,.. :U.!. Clot :b. .1.v'f.r406: L'.V.N
•50•61 A: Q• '.G .'47• f Cd. ,.cr JA 1r C' : 1111..1•. TO
•F .4i15 ..wtyr TW:LT..Ew Veb1.I 1111 5 11.1 tailfu4D
M 1K rN0.S.
Ot1•N. s7►.GAI06 COId06.1 rriT• 1 AT 0.M Ot S'Y�1•
INCA7501:6 KM S'QiSS 66.01 Lusa61 N . *) ors iA.Tio.w.:i.
•
•
CAUSER I/E " PER O OF TRUSS
• 4'
3
MONEX CONNECTOR SYSTEM A' opR + "co Y(Y
tIOWE ot51E 1) /E / 75 i
REG.ERG.N:1.17i6 FLA 1 LIAnuimr Nc SO422 "Fk t
1-
a
t•
L
r
00/00/7 1Q9pOfl94S9.919TUTZAE
NEW LUMBER TABLE ,
T W RA. E 530422 •P ' GNT 00/00/78
• SPAN t -KEEL P. -HEEL L ■SCARF R•SCARF
26■ 4— 0 0- 3 -15 0— 3 -15 1— ? -13 1— 7 -13
TOP LIVE TOP DEAD BOT DEAD STRES INC SPACE MEMBERS
30. 15. D0. .333 24.00 1
LEFT' CAN'; CENTER RITE CANT L •REACT R REACT-
0— 0— 0 28— 4— 0 , 0— QS 0 —1558. —1558.
• . 1; 2' . 3. . 4. 5
' IN -16 IN -16 IN - 16 IN -16
PANELS 85— 0 85— 0 85-. 85- 0
APL T 77• 2 77— 2 17- 2 777 2
APL B 85— 0 85— 0 85• 0 - 85• 0 '
PITCH:
TOP • 4.000 4.000 -4.000 -4.000
BOTTOM 2.000 2:000 '2.000 — 2.000
INTERACTION EQUATION FOR STRESS:'
AXIAL .640 .426 .426 .640
BENDING .380 .380 X380 '.380
TOP 1.019 .806 •':806 1
AXIAL .813 .813 ..813 .813
SLIDING .149 .149 .149 .149
BOTTOM . .962 . .962 '.962 :962
M.C. ' 10 40. 10 • 10
LOADING:
TOP 318 637 637 637 • 318
BIT 70 141 141 141. 70
FORCES:
TOP ' -7392 —4928' —4928 -7392
BOTTOM 7109 7109 7109 7109 - R
DIAGNL. . 0 —2337 -2338 • 0 • ' '
VERT. "' 0 142 2479 • 142 0
. .1 • 2 3 . . 4 • 5 .
'TOP CHORD BOTTOM CHORD WEB
DN. S. ST. SPXD NO. 1 • DN. SPKD NUMBER 3 SP
BRACEiB.DiT), 1 2 3 4 5
DIACONAL + . 8— 8+ —
V ERTICAL di- 1' ' 1 % 1 ' .
TOP 2X 4 4 4 • 4 ••.
WEBS 2 X 0 0 4 4 4 4 4 0 0•'
BOTTOM 2 X 4 4 4 4
JOB TUNBAE OFF AT 10:03 :19.43
EXECUTION TIME: 00 :00 :03.56 -
Dv 304'2.
ON 09 FEB 19 78.
15% INC. TAKEN ON BENDING•
•
•
�_. _ :...:� . .R... a _� .__ �_�...L...:...�. �.
MINIMUM GRADE OF LUMBER
oprioNa
2.4 4 Tep C /CAIT 4
• Z mP A4 ROOf/NG
lx 6 TOP C/sNT RoofrN6
2r6 '01* NE4YyRoaigNQ
LOAOI NG (PBFI
TOP CHORD LIVE 30.0
TOP CHORD DEAD 16.0
BOTTOM CMORO 10.0
TOTAL 66.0
zt lard_ - 2t4_Ag. -
4 m72» OVOEEN4N4.._
SPACING 2.0' 0.C.
ALLOWABLE STRESS
INC. FOR SHORT TIME
LOADING COND. 33 X
SCALE / • n
ACTIVE MEMBER
1•
CONCRETE T/E BE.4M07P /o4()
Z•4 CEC36Ee.2 soITGG 70 rid 845414
Nu,¢.¢ /c qNE . CLIP ley gwNE.es)
! CONNECTOR PLATES ARE MONEX 1/4 TYPE MANUFACTURED
BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER•
i
WISE SWIM) GALVANIZED STEEL
BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY
I .
FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL-
WAYS REQUIRED) CONSULT WILDING ENGINEER OR ARCHITECT.
MONEX CONNECTOR SYSTEM
O VE.QH4NG DE7-4 /C:S
• - Z4 To 96' 1
o vE.6N4NG
DET.4 /G W /WE06
- N i 4
Y8 X / 47 •9NCN0+2 GENT - CVE.@ . Tb■o C4O.24,
- Of r.euaC (n44 /LEO w/$, /6d N.Q /la) 6NbcI Ca BE
JAQOV/OEO /N E•4C.4/ 7€(I . .
PLATES ARE TO BE INSTALLED ON 0•.:.I •ACES OF JOINTS,
SYMMETRICALLY (UNLESS OTHE RV ISE SPECIFIED BY DIMEN.
SIONSI AVOIDING KNOTS AND DIS1 IITED GRAIN. JOINTS TO ,
SE HELD FIRMLY TOGETHER UNTII. ' EETH ARE EMBEDDED
IN THE WOOD.
DESIGN STANDARDS CONFORM WITH NATIONAL DESIGN SPECI-
FICATIONS FOR STRESS GRADE LUI4I ER AND ITS FASTENINGS.
RPPRO MONEX CORP.
REG.ENG.N0.13658 FLR
(o •
4J W /OUT
OESIGNF(I BY Or
CHECKED BY //Y/
DATE 6MAY75
DRANINI: NO. // 77_3
- •
4111110 UMBER
C1 01 4 NUF.8ER t
4-0340 2R 4 NUMBER 2
Jett 211 4 NUMBER 2
3)4.
1.40-
Sx 5
. 7.x 4
Tv:=Ito. 6i-ope
c.x 4 t.-1114. s3ZA oTH'e12Q
TYPte.
' 1.11ROINO CPSr 1
TOP thou . LIVE 3 a 0
i TOP CHORD 0E110 16.0
azol 1 on a p Iwo • . ta.0
refron. 56.0
. • - '
SOUTHERN P awn' SHOW144
SOUTHERN PIN
SOUTHERN 4 (NE
Sw4-
*s4-
F.ip.
SPRCINO 2.0' O.C. 1 SCALE s /4." ct
POSTAPR .770501I. SIR . •- - — - -- • —
wa.ocinaLE,4T ; . , .
INC;FOR $/10,4“1* •
LOROTNO
-t- •■•:-.- . -
e - ri,"4.14V
I t _
7
•
1 i
1 . ..
•
coh. , ...c:we' "II.
• CONNECTOR PLATES ARE MOYER (iff.) TYPE MA
BY MONEX CORPORATION FROM 20 GAUGE (UN.
• f WISE SHOWN) GALVANIZED STEEL
BRACING& THIS DESIGN IS FOR TRUSS FABRIC
FOR PERMANENT AND TEMPORARY BRACING (Ni
WAYS REQUIRED) CONSULT BUILDING ENGINEER
•
3:44,
"IE
• f2.11.4b1t.. -Ibt-k og KAP.;
4. ea qAIL role vst- .164.4.
It •
-2- a-4 LC it-av
tactp/24.0 Fog 11
1.41/1xt For ,I.0*.sociretex
sr.164K6W}.
CONNE.CTOR SYSTEM
eee',02
sugzicre-E •
gtcrs
- -.1
•
•
4-41E.4
d caVerf ib Zrqoattil
CAbLV - 02
A-voct
- . .
• - • • •
• a
ApPROVE0 FOR nONEX CORP. 02510N511,11Y
• CH . :1
4)Rt G&W_
REG.:6444Q 13658 FLA HO]. 'Li-ix
LC.4 i 114 ( PS, 1
CAM LIVE 30.0
0 W "...1)
ION 'NORD /0.0
A rr. 0
!NIACIN° 2,0 O.C.
PORTAPR.77d$0.11T1t.
ALLOWABLE II
INC.POR vig
1. 000 1 NO C ' ''''• 2
..-:_
SCALE •7 •
LAiAkS.
ACTIVE Kneen
MONEX CONNECTOR SYSTEM
........
51.144:14,45.1 40/2.0 6.4 &ic72111.Z
...-- • .. -
..
APPROVED POI 1101122 CORP.
-e/Veret/c
RED.E.110.1111.131111111 Ft.11
OESIC.0:0 Dv ',A/7
toSECNI: OT
ORTE Of..orarre
ORAWIN) WO. /41,19
DIU! WM o LJ1Ier.11
NtO 2X 4 MISER 2 SOUTNERN PINE
TOP CnostO 2X 4 NUMIER 2 SOUTNEAN PINE
rIEVICIS 2X 4 PUMP 2 SOUTNERN PINE
.dez. wrerGic. AmAlmairs
asucericredai
_ .
MACAO' 4•Alg
JP 4
ANCE DDIANT .4407 Targnirs 7ba• „(Madri7 GP ogee 0.4.
alfd Lonnie& •scr.:iwies AnssavAcco roam/
4494420 me' ismar_w- 4m44002 ammorms m‘40
Ammo MATS mil memix (1) ref momuf AMOCO
lV moms calMmMinou Mmom Sem= lumen ones-
mm swan lammm810
WON& MIS NSW" 11 OP NUN NINICATION
POO filIONINT AND wooNANT Mop SM .
NOS cammi mmUmum 'SD OS amgrfeer.
24 &doe"' .e.t.e:Ar' maiso e..e..ase n ca tet i. isrol
Awt mat eveR.E17 s 'raw AtrO 4/242 MUM&
(AV 81041-6e)
111111A.-
.
I 01.1!
- TAG‘Ns sow/
. _ .
7 /4ex.
_.._ • .. _
7ssb riroGrAL MiCaoffiG5 siD00.04
441M2WIADIAS
Ow
LII7101114. •
AUSICSAdit
PLATES Mt TOR AANALuoaN OI Mud&
groMTUDDLLY NOUN NUMMI . -DOD SY mow
NMI MINNIII MOTS me osliOst : &WW2 ANTS TO
MI GIRD MINN YOGIOND UNTIL MIND* 'FUNGOID
MTN NOD
GINN gransouescosoommu N. lONAIL OtAiGN WED
MATINS POO GINN INAN LININI sTli
GOrae.14... *•-•2.
a • orsg" -a
AA. 12 !E '-4
A/0.7 rtix/r•a W-4
/ /PM 1 11:- Pa'
44vg ! ... 0
nes.
11
4
e:;vc o.
rlINIMLJ Arm OF LUKBER
'TOP .00R0 2X 6 NUi16ER I SOUTHERN PINE KO
5DTTOr rG;"C r 2X 8 NUMBER 1 SOUTHERN PINE KO 1
WEI; MEMBEFS 2X 4 NUMBER 2 SOUTHERN FINE
I
LORDING FORCES
R 322 E 103 11-8 —11657 R —E 11309 8 —E 103
8 465 r 1967 8 —C —10541 E —F 11309 8 —F —1037
C 292 0 1967 C -0 —10324 f -0 10324 C —F 2288
0 22E9
A
LOFIUING (Sr) P
TOP CHURL LIVE
TOP CHORD 0EAD
.10TTDM CHORD
:GT 1-
2(6 .
J
l<4::::1___—__
le 2x8 i3c16.1. (Tyr)
90.0
15.0
10 -0
55.0
9.0
•
6' 6— 4/16"
SPACING -- O.C. SCALE 1.512" = 1'
P05TAPR.77USON.STR.
fLLOWABL°- STRESS
INC.FOR SHORT TIKE _
LORDING CONG. 33 X ACTIVE MEMBER
REACTIONS
R —9149
COI.NECT ^R PLATES ARE MONEX (N) TYPE MANUFACTURED PLATES ARE TO OE l'/S, AILED X. BU" H 1ACZS OF ,O'NTS,
BY MONEY. CORPORATION FROM 20 GAUGE (UN'.ESS OTHER- St MMETRICALLY I UNLEb'SOTIiERW.S1 SPECIFIED BY OIMEN-
WISE SHOWN) GALVANIZED STEEL. SIONS) AVOIDING KNOTS AND DISTOR "ED GRAIN. JG:NTS TO
BE HELD FIRMLY IOGETHER UNTIL TE ETH ARE F.A:BEDDEO
BRACINGS. THIS DESIGN IS FOR TRUSS FABRICATION ONLY. Hi THE WOOD.
FOR PERMANENT AND TEMPORARY BRACING (WHICH (5 AL- DESIGN STANDARDS CONFORM WITH P ATIONAL DESIGN SPECI-
WAYS REQUIRED) CONSULT BUILDING ENGINEER OR ARCHITECT. FICATIONS FOR STRESS GRADE LUMBE R AND ITS FASTENINGS.
oNa MEMBER HIP 61ROER WITH 11' - 0" 5ET BACK.
E
U
3x&.
4' 5 -1v18
� ±3/Ej .AM PEE;
MONEX CONNECTOR SYSTEM
UNIVERSAL 11271
TRUSS SYMMETRICAL ABOUT
CENTER LINE EXCEPT AS SHOWN
6x6
APPROVED fpR MONEX.:ORP.
RED.ENG.N0.13CSR FLA •
2
iDxI Vs; BL-K
24'
42x9
DESIGNED BY FED
CHECKED PY .4Y1
DATE 02/22/75
OR:iWING NO. FN!NBBD
uvc, "v4v4 vta sus. .... ca. a...•ar v•• ., 44.1 . i .v
EXECUTION TIME: 00:00:04.00
•
JOE F?CPCAA ON AT 12:23:26.76 ON 33 MAR 1978
O 3, 7 00 t rr
u:�/ �;; 1 • ��c.O 15949999y9 � 1 S Fes: -GAP.
V �� : • r V t'" 41�s . A T 12; 2 4 : 18
EXECUTION TIME: 00 :00:03.72
JOB I3CPCAA ON AT 12: 23:45.3 6 ON 03 MAR 19 78
O 3/03/781.000 9 19 1999999,x,1, 9RCP(AA
JOB FUN BEQ Oi AT 14:11:08.06 ON 03 MAR 1978
O 2/22/781.000 1999999999919FUNEBQ .
NEW L LIME ER TABLE
FUN UNIVERSAL 11271 FED 02,22/78
SPAN L -HEEL R -Ii EEL L- SCARF R -SCARF
.22- 5- 0 0 - 5 -15 0 - 5 - 15 2- 4- 0 2- 4- 0
TOP LIVE TOP DEAD BOT DEAD .STRES INC SPACE MEMBERS
30. 15. 10. .333 24.00 1
LEFT CANT CENTER RITE CANT L-P.EACT R- RE.ACT
0 - 0 - 0 22- 8- 0 0- 0 - 0 -3149. -3149.
1 2 3 4 .5 6 '
IN -16 IN -16 IN -16 IN -16 IN -.16
+: PANELS 70- 4 53 -12 24- 0 53-12 70 4
.APL 7 54 - 0 54 0 24 _0 54 0 . 54 - 0
APL B 63*- 4 63- '4 48- 6 63- 4 63- 4
P I TC11:
TOP 3.000 3.000 .000 -3.000 -3.000
BOTTOM ..000 .000 .000 .000 .000
INTERACTION EQUATION FOR STRESS:
AXIAL .731 .667 .647 .667 .731
BENDING .136 .136 ' .030 .136 .136
TOP .867 .803 .677 .803 .867
. AXIAL .929 .929 .848 .929 .929
BENDING .030 .030 .217 .030 .030
BOTTOM .958 .958 1.065 .958 .958
M.C. 10 10 .9 10, 10
LOADI.Jti:
TOP 263 . 465 291 291 465 263
'bOT 58 103 1967 1967 103 - 58
FORCES:
TOP -11657 -10641 - 10324 -10641 -11657
.BOTTOM 11309 11309 10324 11309 11309
LIAGNL• 0 -1037 0 -1037 0
VERT. 0 103 2289 2289 103
w 1 2 3 4 5
TOP , ;IiO.R1)
L-CTTOM CHORD WEb
NUMbP. • 1- SPY.L' - :JUN:DP. 1 SPICti NUMBER 2 SP
Es RAC E ;13, L' %, T, 1 - 2 3 4 5 6
LIAGONAL •* - - +
VERTICAL 1 • : 1
TOP 2 X 6 6 6 6 6
2 :' r (eat 4 4 4 =l 4 4 '! 0 3
T
0Tn .r r, X 8 C 8 C 3
J AT 14: 11:4i•89 ON 03 MAR 1978
EXECUTION TIME: 00: 0C.: 03.66
MIAMI SHORES VILLAGE, FLA. N9 12772
JOB
ADDRESS
INSPECTION 11 c'&
TIME READY
REMARKS•
INSPECTOR
Q
DATE
MIAMI SHORES VILLAGE. FLORIDA
- 11.M.DING ❑
DATE ' .� ,s ` 195
E U MBING ❑ ❑ PERMIT N. 9271 1I UMBING N? Contractor's
License No Z 5 r
FOOFTh G Z
❑ Work to be performed under this Permit
Dwner of
iiilding
hitect
Or Builder
Legal
Description
!.
ddress of
uilding
Lot
CONTRACTOR OR BUILDER
i .?
fl 44 : C. it
Bl.
Subdi-
vision
Sq. Ft
Value of
Project $
Signed: .. ' -- BY
INSPECTOR "
3
Amt. of
Permit $
BY AUTHORITY
A
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
kerefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
frawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough'inowledge of the ordinances and regulations
rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
ne by his agents, servants or employees.
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with'311 ordinances and regulations
aertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
En accepting this permit I assume responsibility for all work done by either, myself, my 4igent, servant or employee.
Application is hereby made for th:: proyal of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
G Date , 192
� e
Owner's Name and Address ) � ^ -/ No Street
Registered Architect and /or Engineer__
Name and address of licensed contractor___ __ a '- °� ^
Location and legal description of lot to be built on:
Lot_ . Block ___ Subdivision
Street and Number where work is to be done E< �
bra cA - -'� � � - -w ' ---- ``� ---- State work to be done and purpose of building (by floors)
g - T _ la .c....4" ir ;ilia for no other purpose.
New Building Remodeling Addition Repairs__ ___.e�� No. of Stories
To be constructed of Kind of foundation Roof Covering__
Estimated Total cost of improvements $ Amount of Permit $ 7
Zone cubage required __ plan Cubage__
Distance to next nearest building_...__ _ _ Size of Building Lot
live load to be borne by each floor___
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to__— — The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance fro all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted f. nspection on the site of the work such pub ' notice
or notices as are required by the Act. The undersigned agrees to employ only such s contractors, on work to performed nder this
permit, as are licensed by Miami Shores Village. 7 �
Remarks__ ________ _ _ _
STATE OF FLORIDA,
COUNTY OF DADE. ss
Before me, the undersigned authority, a notary public, duly authorized ! t• administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No ________ ____ ______ ____._ __. _ Date ^ Read, Sworn to and Subscribed before me.
Disapproved
(Signed)
Chairman
Member
Member .
Council Approved
APPLI8 TION FOR BUILDING PERMIT
MCAMI SHORES VILLAGE
Dat
Building Inspe
B8 .DING INSPECTION DEPARTMENT
(Signed)
ANNING BOARD__ __ . DATE
Member
Member . .
Member
_Date Disapproved
Notary Public, State of Florida
My Commission Expires
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper not r :u: ins. .4n or faulty
materials and /or workmanship.