578 NE 93 St (7)v ' W iA Egr
a
1
Manufacturers of
"FEEL SAFE" STORM PANELS
PRIVACY SCREENS • PATIO ROOFS
AWNINGS • SCREEN ROOMS
.E 93
Sy'
16
c log eva.v.,
W t.
C i ed o
2645 N. E. 186th TERRACE • NORTH MIAMI BEACH, FLORIDA 33160
Fear:
Ci tr cnI
• PHONE 949 -3331
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
`,APISLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal 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.
' I Date r _ l_ ,19.6.
Owners Name and Address._ _Me4 W R e R. _®_� f l .____. _.. — S
c-d
1 y -- -._. No � 7_ � _.. Str
Registered Architect and /or Engineer... .F#ei It. t' e e ks
Name and address of licensed contractor_._ k e + W e 1- •- M 44 1 Ce ►- 1 t4c. .2 C Y . N E if d 4 7-44,,,,.
Location and legal description of lot to be built on:
Lot Block .__.._. _ Subdivision M 1 4 S k 6 (' ( - S V c
Street and Number where work is to be done___ ? 8 _ He 3' £
State work to be done and purpose of building (by floors) rt 0 K 1N -4- t' r f 0 6 t1.71 t k e ■-c t o
be sent - _. 1 c
STATE OF FLORIDA,
COUNTY OF DADE. ss-
Chairman _
Member
Member .
Council Approved
- - - - -- and for no other purpose.
New Building gg x Remodeling Addition y Repairs No. of Stories
_/'l
To be constructed ofl O�l_k Kind of foundation C G 61 •r" i e- h oo f Covering_
Estimated Total cost of improvements p $.._ 0 Amount of Permit $ • 0 10
Zone cubage required
Distance to next nearest building__..___ . . .
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications foi said building. .All notices with reference to the building and its construction may
695 WE Ica FE 774...i
_Plan Cubage_
Size of Building Lot ox ._.a J I I
The undersigned applicant for this building permit dot 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 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 bcontractors, on work be performed under this
permit, as are licensed by Miami Shores Village. i f
Remarks 1 Il
(Signed) _
Notary Public, State of Florida
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
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 tated are true. [ �j
Permit No � " - �' Date G U_G_ Read, Sworn to and Subscribed before me.
Disapproved ____ _ _ _ . / Date �.
■
(Signed)
Building Inspector My Commission Expires.
to me well known,
PLAYING BOARD__ ... DATE
!! Member -•- - - - - - -- - - •- - - -- -- • --- ------ - - -- --
Member
Member
_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 workmanship.
BEAM SCHEDULE
DET. 1 RIT
4 1.2
6...4
BEAM
N0.
h
b
131
L.
tI
B' -O' MA..
MAX. CLEAR SPAN IN FEEL
REMARKS
6. - 0 •
5' -0
4' -0"
3'
402
. 4"
2'
2'
.055"
.855"
USE AS
SCREEN COL.
SNAP MEMBER
4o2
4'
2'
2:'
.120•
.052'
USE AS
PATIO
BEAM
SEE DET. 1
403
4"
5'
3'
.088'
.060
7' -1o'
5'-7"
5' - G"
11' -1`
USE AS
BEAM
O0. PuRLIN ` - ''' - • - --
603
G"
3-
3'
.094'
.0GO"
10' - 10'
11'- 10"
12'- 3'
13' -4"
USE AS
BEAM
7,01-
7•
3"
3'
•12S'
.066'
12' -10"
15' -8•
14 ' -8'
14'.2"
•
Boo'
B'
4•
4 "
.125"
.010'
16._2'
17 -4
19 ,.3"
10'
4"
4.5"
.■40'
.09 6'
-
20'•2'
22 -0"
24' -2"
•
III
DET. 1 RIT
4 1.2
6...4
- - - -
202
2.
, 0
91.11.11111C;
II I
2
2.2..050' --
� 402
B' -O' MA..
B' -O' MAY.
6' -O M4•.
ME
/ .1 . .„,
0ET. 2 t /
WIND
BRACING
DET. 7
4 1.2
6...4
- - - -
202
2.
4 • 0' MA.
I
2
Ott B
4x2
I • 10..92 ° BS. S. N.S.
l� SPACE. 24• C.C. 34 B
NOTE: COL. MAY ATTACH
UNDER BEAM 445184E
ANCHORAGE SNOW K IN OTT, 5
COL. SEE PATIO [LEY.
PLAN 'A" 4
DETAIL 1. DETAIL 3
r21 - 7-S5.4 DEM I
4 - 112'x 192. 913 5■DE CO
WIr• 2 -'14^ TNRU BOLTS
'l4'. 212' THUNDERBOLTS
USE 2 PER CAL.. DETAIL 2
- USE 4 PER COL. r DETAIL 44 to
WHERE SCROLL COL.ARE USED,
USE TOTAL OF 4
DET S 2-GOO
1•
b
4
0
bl
X. BEAM
_FRAMING PLAN 'A"
PANEL
B RIVETSIQ -. c.c.
2 -. 8 BOLTS A( BALE 5.01-.
21
1
M
ELEVATION
ELEVATION
-C
DETAILS 4 4 ti
b
402
4X2
PATIO
0
IN2•• I'I2 Y 98'
L EA. SIDE
30 2
1
WHERE COL. SPACING ExCEEDS 4' -0 "A
• 2 TO 40T1014 OF 202. • 10 • 192' 8
AT 111' C.C. A SNAP LOCK MAY BE
USED. SEE NOTE 4 7
44" D0L15
24" C.C.
SIDE VIEW
SCREEN ROOM
50AM
SEE DETA11. 5
SPACE 24" C -C FOR OTHER NOTES
601WEEN COL.
20 2
6 065 -T
SIDE VIEW
51.005 '/4 /I'
2. 1•14 • .075 • G ALUM.
BLOCKINS OR TREATED W000
BLK. OF SAME 01M•
PANEL
L - 2.2.'15• EA. EIDE
2- 'l4• TRRV BOLTS
BEAM
BEAM CLIP
1X2
7707E1
AN ALUMINUM GUTTER OR PACIA
MAY 66 USED AT OPTION OF
CONTRACTOR
DETAIL 9
THUNDERBOLTS
24• C.C.
1
2-'14' THEY
!SOUS EA. SIDE
2 .2. 'IS' COL -
DETAIL 5
-11
24' MAY
2.2.. '1B - Cot -.
DET. 12
VARIES - SEE 56M1 BCHEOULB
-4
ELEVATION
PANEL
BEAM
5EE NOTES, DET. 5
902
•10. ■92• S.M.S.
'14` 212' THUNDERBOLTS
SPACED 24" C.0
•10 S.M.S. EA. PAN.
SCREEN ROOF,
SEE NOTE DETAIL 5-2
•11_11
11'n
24" MA,
6 I
DETAIL 7
2- '14'. 2 THUNDERBOLTS
44.1.10E TO MASON ARY -
DETA IL 11 4 12.
MEMBERS SCHEDULED ABOVE ARE ALUM. ALLOY 6043- T4
WHEN THREE OR MORE ROOF
SPANS ARE 1159.0 DECK SPAN
MAY BE. 0''0"
2- •10 BOLTS
EA. B5AM
•040
HEADER
NOTE
SIDE V 1 EW
DETAIL 13
SEE NOTES , DET. 12
1.". 2' LAGS TO FACIA
114 PLACE 01 2" FACIA 4 ANCHOR CLIP LAC
1" NEW MEMBER TO OLD. 2-'14 - .5' GAGS
INTO EACH RAFTER OR TRUSS.
CONN. TO FACIA DEAIL'
1.1. .063
AN0012.60 MIN.
DE1. 1I , , DET. 12
4' -0' MAX r 4' -0" 8444'• , G' -0' MAx.
FRAMING PLAN 'C
ELEVATION
_.ELEVATION
BEAM
4 - 1'12'.. (5 z'.'8'.371.' LG./
2. • 10 BOLTS PER LEG
DETAIL 14
PV RLIN
2..2. V8 2- 4 10 .. M. 5.
6/16• WELDED EYE BOLT
2 /02' N■CO PRESS
SLEEVE
274',..2"....94. PLATE
: n
5/14' WELDED
TURNBUCKLE
----------- PaMIT i1�
S /a2" 8.8.CABLE
4 /15' THIMBLE
MOT DIP GAL.
.- \ 2 -' /4'42'{•'
THUNDERBOLTS
.WIND 6R"ACING DETAIL
WIND BRACING LTQVIREa.,�OE.
,P.ROA.6 NS Ex(;.EEDING 12'
u .. fl 8 Ail 'T'1 .Z crc:ze.
ezzi
nC6, C2igrIM-
PATI 0
1
3
SCREEN ROOM
4.23.051
ROOF PANEL
_.OB2
DRIVE CLEAT
.032 -TNK2
DRIVE CLEAT DETAIL
510E VIEW
SIDE VIEW
STRUCTURAL ENGINEER
STAN WEEKS
4 ASSOCIATES
MIAMI / FLORIDA
- '6049 -TS
DESIGN CRITERIA
L7vE LOAD 50 P8.!
'WIN0 LOAD SO P.I.F.
.ZEST LOAD
DEFLECTION LIMITS -N MAIN NEM. I OTHER 44CM.
RECOVERY FROM TEST LOAD ISO% MIN.
SCREEN WALLS : W.L.- 13 R5. F. T, L. •19.5 57F.
DEF. LIMIT - RECOVERY FROM T.L. • DO %s
tV 0TES:
'I) SCREEN WALLS SNAIL BE COVERED WITH 5 049.6. 14
MAT6R■ Al BEING 6074 OR GREATER• THE ADD ITION OF
Sous 5101844 MATE RI AI ON WALLS 544 ALL NOT Be PERMITTED.
2)1 IT SNAIL - BE DETERMINED THAT ..T118 E2ISTWG SIR. CAN
.54F6LV 812POORT THII LOADED CANOPY. - •
5) All RIVETS 4 SCREWS SHALL BE STAINLESS STEEL 011 NOT
' OI99ED SALVMILL° S25EL. BOLTS MAY 58 ALUMINUM.
4) ALUMINUM SHEET NOT DESIGNATED .OT■ERWISE .SHALL
BE ALLOY 3003 -1414. ALUMINUM 85TRUS10N5 NOT
DESIGNATED OTHERWISE SMALL BE. ALLOY 4055 -T5.
3) STRUCTURAL SPLICES ARE NOT ALLOWED UNLESS
055451490. BY 1■6 ENG1N EEIL.
Td') THE MIN. FOUNDATION SHALL BE A 4' CONC. SLAB
REINFORCED WITH 4x4 - 10/10 ME314 4 TURN 0OWN
8 ^. 8^ FTC. WITH • 5 BAR CONTINUOUS. SOIL 5.144LL
- RAVE A MIN. BEARING CAPACITY OF GOO P.S.
CONC. SHAH NAVE fe • 2500 P.8.1. AT 28 DAYS
- 71 A CONTINUOUS SNAP LOCK I BE USED FOR
MEMBER 302 4 MEMBER 202 ♦ I WMSRE BOLTS
ARE SHOWN . THE 81444 LOCK SHALL BE CLIMATROL.
0551 "
B) FOR PROVE CT10N3 FROM G' -12' USE 1. 5E1 OF
WIND BRACING. USE 2 SETS FOR PROJECTIONS OVER
12"..1 W BRACING NOT REQUIRED IN ' L'. OF H0Q55
'3) 4 VNY PAN G" WIDE THK. WITH OTHER.- CL1D.1.
SHOWN -/N.- - DET.. 18 MAY BE USED W14504 5PACIED
EVERY THIRD ALUMINUM 0414 OR GREATER. VINYL
MATERIAL 384 ALL BE AS APPROVED BY THE
BUILDING OFFICIAL.
FASHION, INC. P 136 AVMS NOM
mum my
TM
FASHION PATIO ROOF - OPEN OR SCREENED
armor sr
F - 450- 1
BEAM
0E7 13
•ItV W . 9 -•
7.
2
4x2
I • 10..92 ° BS. S. N.S.
l� SPACE. 24• C.C. 34 B
NOTE: COL. MAY ATTACH
UNDER BEAM 445184E
ANCHORAGE SNOW K IN OTT, 5
COL. SEE PATIO [LEY.
PLAN 'A" 4
DETAIL 1. DETAIL 3
r21 - 7-S5.4 DEM I
4 - 112'x 192. 913 5■DE CO
WIr• 2 -'14^ TNRU BOLTS
'l4'. 212' THUNDERBOLTS
USE 2 PER CAL.. DETAIL 2
- USE 4 PER COL. r DETAIL 44 to
WHERE SCROLL COL.ARE USED,
USE TOTAL OF 4
DET S 2-GOO
1•
b
4
0
bl
X. BEAM
_FRAMING PLAN 'A"
PANEL
B RIVETSIQ -. c.c.
2 -. 8 BOLTS A( BALE 5.01-.
21
1
M
ELEVATION
ELEVATION
-C
DETAILS 4 4 ti
b
402
4X2
PATIO
0
IN2•• I'I2 Y 98'
L EA. SIDE
30 2
1
WHERE COL. SPACING ExCEEDS 4' -0 "A
• 2 TO 40T1014 OF 202. • 10 • 192' 8
AT 111' C.C. A SNAP LOCK MAY BE
USED. SEE NOTE 4 7
44" D0L15
24" C.C.
SIDE VIEW
SCREEN ROOM
50AM
SEE DETA11. 5
SPACE 24" C -C FOR OTHER NOTES
601WEEN COL.
20 2
6 065 -T
SIDE VIEW
51.005 '/4 /I'
2. 1•14 • .075 • G ALUM.
BLOCKINS OR TREATED W000
BLK. OF SAME 01M•
PANEL
L - 2.2.'15• EA. EIDE
2- 'l4• TRRV BOLTS
BEAM
BEAM CLIP
1X2
7707E1
AN ALUMINUM GUTTER OR PACIA
MAY 66 USED AT OPTION OF
CONTRACTOR
DETAIL 9
THUNDERBOLTS
24• C.C.
1
2-'14' THEY
!SOUS EA. SIDE
2 .2. 'IS' COL -
DETAIL 5
-11
24' MAY
2.2.. '1B - Cot -.
DET. 12
VARIES - SEE 56M1 BCHEOULB
-4
ELEVATION
PANEL
BEAM
5EE NOTES, DET. 5
902
•10. ■92• S.M.S.
'14` 212' THUNDERBOLTS
SPACED 24" C.0
•10 S.M.S. EA. PAN.
SCREEN ROOF,
SEE NOTE DETAIL 5-2
•11_11
11'n
24" MA,
6 I
DETAIL 7
2- '14'. 2 THUNDERBOLTS
44.1.10E TO MASON ARY -
DETA IL 11 4 12.
MEMBERS SCHEDULED ABOVE ARE ALUM. ALLOY 6043- T4
WHEN THREE OR MORE ROOF
SPANS ARE 1159.0 DECK SPAN
MAY BE. 0''0"
2- •10 BOLTS
EA. B5AM
•040
HEADER
NOTE
SIDE V 1 EW
DETAIL 13
SEE NOTES , DET. 12
1.". 2' LAGS TO FACIA
114 PLACE 01 2" FACIA 4 ANCHOR CLIP LAC
1" NEW MEMBER TO OLD. 2-'14 - .5' GAGS
INTO EACH RAFTER OR TRUSS.
CONN. TO FACIA DEAIL'
1.1. .063
AN0012.60 MIN.
DE1. 1I , , DET. 12
4' -0' MAX r 4' -0" 8444'• , G' -0' MAx.
FRAMING PLAN 'C
ELEVATION
_.ELEVATION
BEAM
4 - 1'12'.. (5 z'.'8'.371.' LG./
2. • 10 BOLTS PER LEG
DETAIL 14
PV RLIN
2..2. V8 2- 4 10 .. M. 5.
6/16• WELDED EYE BOLT
2 /02' N■CO PRESS
SLEEVE
274',..2"....94. PLATE
: n
5/14' WELDED
TURNBUCKLE
----------- PaMIT i1�
S /a2" 8.8.CABLE
4 /15' THIMBLE
MOT DIP GAL.
.- \ 2 -' /4'42'{•'
THUNDERBOLTS
.WIND 6R"ACING DETAIL
WIND BRACING LTQVIREa.,�OE.
,P.ROA.6 NS Ex(;.EEDING 12'
u .. fl 8 Ail 'T'1 .Z crc:ze.
ezzi
nC6, C2igrIM-
PATI 0
1
3
SCREEN ROOM
4.23.051
ROOF PANEL
_.OB2
DRIVE CLEAT
.032 -TNK2
DRIVE CLEAT DETAIL
510E VIEW
SIDE VIEW
STRUCTURAL ENGINEER
STAN WEEKS
4 ASSOCIATES
MIAMI / FLORIDA
- '6049 -TS
DESIGN CRITERIA
L7vE LOAD 50 P8.!
'WIN0 LOAD SO P.I.F.
.ZEST LOAD
DEFLECTION LIMITS -N MAIN NEM. I OTHER 44CM.
RECOVERY FROM TEST LOAD ISO% MIN.
SCREEN WALLS : W.L.- 13 R5. F. T, L. •19.5 57F.
DEF. LIMIT - RECOVERY FROM T.L. • DO %s
tV 0TES:
'I) SCREEN WALLS SNAIL BE COVERED WITH 5 049.6. 14
MAT6R■ Al BEING 6074 OR GREATER• THE ADD ITION OF
Sous 5101844 MATE RI AI ON WALLS 544 ALL NOT Be PERMITTED.
2)1 IT SNAIL - BE DETERMINED THAT ..T118 E2ISTWG SIR. CAN
.54F6LV 812POORT THII LOADED CANOPY. - •
5) All RIVETS 4 SCREWS SHALL BE STAINLESS STEEL 011 NOT
' OI99ED SALVMILL° S25EL. BOLTS MAY 58 ALUMINUM.
4) ALUMINUM SHEET NOT DESIGNATED .OT■ERWISE .SHALL
BE ALLOY 3003 -1414. ALUMINUM 85TRUS10N5 NOT
DESIGNATED OTHERWISE SMALL BE. ALLOY 4055 -T5.
3) STRUCTURAL SPLICES ARE NOT ALLOWED UNLESS
055451490. BY 1■6 ENG1N EEIL.
Td') THE MIN. FOUNDATION SHALL BE A 4' CONC. SLAB
REINFORCED WITH 4x4 - 10/10 ME314 4 TURN 0OWN
8 ^. 8^ FTC. WITH • 5 BAR CONTINUOUS. SOIL 5.144LL
- RAVE A MIN. BEARING CAPACITY OF GOO P.S.
CONC. SHAH NAVE fe • 2500 P.8.1. AT 28 DAYS
- 71 A CONTINUOUS SNAP LOCK I BE USED FOR
MEMBER 302 4 MEMBER 202 ♦ I WMSRE BOLTS
ARE SHOWN . THE 81444 LOCK SHALL BE CLIMATROL.
0551 "
B) FOR PROVE CT10N3 FROM G' -12' USE 1. 5E1 OF
WIND BRACING. USE 2 SETS FOR PROJECTIONS OVER
12"..1 W BRACING NOT REQUIRED IN ' L'. OF H0Q55
'3) 4 VNY PAN G" WIDE THK. WITH OTHER.- CL1D.1.
SHOWN -/N.- - DET.. 18 MAY BE USED W14504 5PACIED
EVERY THIRD ALUMINUM 0414 OR GREATER. VINYL
MATERIAL 384 ALL BE AS APPROVED BY THE
BUILDING OFFICIAL.
FASHION, INC. P 136 AVMS NOM
mum my
TM
FASHION PATIO ROOF - OPEN OR SCREENED
armor sr
F - 450- 1
Iiill
-.I; 1 ..v14.,-,s , .21
1
t 1:191■95 11V19 UT •Slotivn
_L
4x2
I • 10..92 ° BS. S. N.S.
l� SPACE. 24• C.C. 34 B
NOTE: COL. MAY ATTACH
UNDER BEAM 445184E
ANCHORAGE SNOW K IN OTT, 5
COL. SEE PATIO [LEY.
PLAN 'A" 4
DETAIL 1. DETAIL 3
r21 - 7-S5.4 DEM I
4 - 112'x 192. 913 5■DE CO
WIr• 2 -'14^ TNRU BOLTS
'l4'. 212' THUNDERBOLTS
USE 2 PER CAL.. DETAIL 2
- USE 4 PER COL. r DETAIL 44 to
WHERE SCROLL COL.ARE USED,
USE TOTAL OF 4
DET S 2-GOO
1•
b
4
0
bl
X. BEAM
_FRAMING PLAN 'A"
PANEL
B RIVETSIQ -. c.c.
2 -. 8 BOLTS A( BALE 5.01-.
21
1
M
ELEVATION
ELEVATION
-C
DETAILS 4 4 ti
b
402
4X2
PATIO
0
IN2•• I'I2 Y 98'
L EA. SIDE
30 2
1
WHERE COL. SPACING ExCEEDS 4' -0 "A
• 2 TO 40T1014 OF 202. • 10 • 192' 8
AT 111' C.C. A SNAP LOCK MAY BE
USED. SEE NOTE 4 7
44" D0L15
24" C.C.
SIDE VIEW
SCREEN ROOM
50AM
SEE DETA11. 5
SPACE 24" C -C FOR OTHER NOTES
601WEEN COL.
20 2
6 065 -T
SIDE VIEW
51.005 '/4 /I'
2. 1•14 • .075 • G ALUM.
BLOCKINS OR TREATED W000
BLK. OF SAME 01M•
PANEL
L - 2.2.'15• EA. EIDE
2- 'l4• TRRV BOLTS
BEAM
BEAM CLIP
1X2
7707E1
AN ALUMINUM GUTTER OR PACIA
MAY 66 USED AT OPTION OF
CONTRACTOR
DETAIL 9
THUNDERBOLTS
24• C.C.
1
2-'14' THEY
!SOUS EA. SIDE
2 .2. 'IS' COL -
DETAIL 5
-11
24' MAY
2.2.. '1B - Cot -.
DET. 12
VARIES - SEE 56M1 BCHEOULB
-4
ELEVATION
PANEL
BEAM
5EE NOTES, DET. 5
902
•10. ■92• S.M.S.
'14` 212' THUNDERBOLTS
SPACED 24" C.0
•10 S.M.S. EA. PAN.
SCREEN ROOF,
SEE NOTE DETAIL 5-2
•11_11
11'n
24" MA,
6 I
DETAIL 7
2- '14'. 2 THUNDERBOLTS
44.1.10E TO MASON ARY -
DETA IL 11 4 12.
MEMBERS SCHEDULED ABOVE ARE ALUM. ALLOY 6043- T4
WHEN THREE OR MORE ROOF
SPANS ARE 1159.0 DECK SPAN
MAY BE. 0''0"
2- •10 BOLTS
EA. B5AM
•040
HEADER
NOTE
SIDE V 1 EW
DETAIL 13
SEE NOTES , DET. 12
1.". 2' LAGS TO FACIA
114 PLACE 01 2" FACIA 4 ANCHOR CLIP LAC
1" NEW MEMBER TO OLD. 2-'14 - .5' GAGS
INTO EACH RAFTER OR TRUSS.
CONN. TO FACIA DEAIL'
1.1. .063
AN0012.60 MIN.
DE1. 1I , , DET. 12
4' -0' MAX r 4' -0" 8444'• , G' -0' MAx.
FRAMING PLAN 'C
ELEVATION
_.ELEVATION
BEAM
4 - 1'12'.. (5 z'.'8'.371.' LG./
2. • 10 BOLTS PER LEG
DETAIL 14
PV RLIN
2..2. V8 2- 4 10 .. M. 5.
6/16• WELDED EYE BOLT
2 /02' N■CO PRESS
SLEEVE
274',..2"....94. PLATE
: n
5/14' WELDED
TURNBUCKLE
----------- PaMIT i1�
S /a2" 8.8.CABLE
4 /15' THIMBLE
MOT DIP GAL.
.- \ 2 -' /4'42'{•'
THUNDERBOLTS
.WIND 6R"ACING DETAIL
WIND BRACING LTQVIREa.,�OE.
,P.ROA.6 NS Ex(;.EEDING 12'
u .. fl 8 Ail 'T'1 .Z crc:ze.
ezzi
nC6, C2igrIM-
PATI 0
1
3
SCREEN ROOM
4.23.051
ROOF PANEL
_.OB2
DRIVE CLEAT
.032 -TNK2
DRIVE CLEAT DETAIL
510E VIEW
SIDE VIEW
STRUCTURAL ENGINEER
STAN WEEKS
4 ASSOCIATES
MIAMI / FLORIDA
- '6049 -TS
DESIGN CRITERIA
L7vE LOAD 50 P8.!
'WIN0 LOAD SO P.I.F.
.ZEST LOAD
DEFLECTION LIMITS -N MAIN NEM. I OTHER 44CM.
RECOVERY FROM TEST LOAD ISO% MIN.
SCREEN WALLS : W.L.- 13 R5. F. T, L. •19.5 57F.
DEF. LIMIT - RECOVERY FROM T.L. • DO %s
tV 0TES:
'I) SCREEN WALLS SNAIL BE COVERED WITH 5 049.6. 14
MAT6R■ Al BEING 6074 OR GREATER• THE ADD ITION OF
Sous 5101844 MATE RI AI ON WALLS 544 ALL NOT Be PERMITTED.
2)1 IT SNAIL - BE DETERMINED THAT ..T118 E2ISTWG SIR. CAN
.54F6LV 812POORT THII LOADED CANOPY. - •
5) All RIVETS 4 SCREWS SHALL BE STAINLESS STEEL 011 NOT
' OI99ED SALVMILL° S25EL. BOLTS MAY 58 ALUMINUM.
4) ALUMINUM SHEET NOT DESIGNATED .OT■ERWISE .SHALL
BE ALLOY 3003 -1414. ALUMINUM 85TRUS10N5 NOT
DESIGNATED OTHERWISE SMALL BE. ALLOY 4055 -T5.
3) STRUCTURAL SPLICES ARE NOT ALLOWED UNLESS
055451490. BY 1■6 ENG1N EEIL.
Td') THE MIN. FOUNDATION SHALL BE A 4' CONC. SLAB
REINFORCED WITH 4x4 - 10/10 ME314 4 TURN 0OWN
8 ^. 8^ FTC. WITH • 5 BAR CONTINUOUS. SOIL 5.144LL
- RAVE A MIN. BEARING CAPACITY OF GOO P.S.
CONC. SHAH NAVE fe • 2500 P.8.1. AT 28 DAYS
- 71 A CONTINUOUS SNAP LOCK I BE USED FOR
MEMBER 302 4 MEMBER 202 ♦ I WMSRE BOLTS
ARE SHOWN . THE 81444 LOCK SHALL BE CLIMATROL.
0551 "
B) FOR PROVE CT10N3 FROM G' -12' USE 1. 5E1 OF
WIND BRACING. USE 2 SETS FOR PROJECTIONS OVER
12"..1 W BRACING NOT REQUIRED IN ' L'. OF H0Q55
'3) 4 VNY PAN G" WIDE THK. WITH OTHER.- CL1D.1.
SHOWN -/N.- - DET.. 18 MAY BE USED W14504 5PACIED
EVERY THIRD ALUMINUM 0414 OR GREATER. VINYL
MATERIAL 384 ALL BE AS APPROVED BY THE
BUILDING OFFICIAL.
FASHION, INC. P 136 AVMS NOM
mum my
TM
FASHION PATIO ROOF - OPEN OR SCREENED
armor sr
F - 450- 1
ii.i� - -
WIND
ERACINO
:eti ---
Z242 - -
A
� 402
0-
6' -O M4•.
ME
4x2
I • 10..92 ° BS. S. N.S.
l� SPACE. 24• C.C. 34 B
NOTE: COL. MAY ATTACH
UNDER BEAM 445184E
ANCHORAGE SNOW K IN OTT, 5
COL. SEE PATIO [LEY.
PLAN 'A" 4
DETAIL 1. DETAIL 3
r21 - 7-S5.4 DEM I
4 - 112'x 192. 913 5■DE CO
WIr• 2 -'14^ TNRU BOLTS
'l4'. 212' THUNDERBOLTS
USE 2 PER CAL.. DETAIL 2
- USE 4 PER COL. r DETAIL 44 to
WHERE SCROLL COL.ARE USED,
USE TOTAL OF 4
DET S 2-GOO
1•
b
4
0
bl
X. BEAM
_FRAMING PLAN 'A"
PANEL
B RIVETSIQ -. c.c.
2 -. 8 BOLTS A( BALE 5.01-.
21
1
M
ELEVATION
ELEVATION
-C
DETAILS 4 4 ti
b
402
4X2
PATIO
0
IN2•• I'I2 Y 98'
L EA. SIDE
30 2
1
WHERE COL. SPACING ExCEEDS 4' -0 "A
• 2 TO 40T1014 OF 202. • 10 • 192' 8
AT 111' C.C. A SNAP LOCK MAY BE
USED. SEE NOTE 4 7
44" D0L15
24" C.C.
SIDE VIEW
SCREEN ROOM
50AM
SEE DETA11. 5
SPACE 24" C -C FOR OTHER NOTES
601WEEN COL.
20 2
6 065 -T
SIDE VIEW
51.005 '/4 /I'
2. 1•14 • .075 • G ALUM.
BLOCKINS OR TREATED W000
BLK. OF SAME 01M•
PANEL
L - 2.2.'15• EA. EIDE
2- 'l4• TRRV BOLTS
BEAM
BEAM CLIP
1X2
7707E1
AN ALUMINUM GUTTER OR PACIA
MAY 66 USED AT OPTION OF
CONTRACTOR
DETAIL 9
THUNDERBOLTS
24• C.C.
1
2-'14' THEY
!SOUS EA. SIDE
2 .2. 'IS' COL -
DETAIL 5
-11
24' MAY
2.2.. '1B - Cot -.
DET. 12
VARIES - SEE 56M1 BCHEOULB
-4
ELEVATION
PANEL
BEAM
5EE NOTES, DET. 5
902
•10. ■92• S.M.S.
'14` 212' THUNDERBOLTS
SPACED 24" C.0
•10 S.M.S. EA. PAN.
SCREEN ROOF,
SEE NOTE DETAIL 5-2
•11_11
11'n
24" MA,
6 I
DETAIL 7
2- '14'. 2 THUNDERBOLTS
44.1.10E TO MASON ARY -
DETA IL 11 4 12.
MEMBERS SCHEDULED ABOVE ARE ALUM. ALLOY 6043- T4
WHEN THREE OR MORE ROOF
SPANS ARE 1159.0 DECK SPAN
MAY BE. 0''0"
2- •10 BOLTS
EA. B5AM
•040
HEADER
NOTE
SIDE V 1 EW
DETAIL 13
SEE NOTES , DET. 12
1.". 2' LAGS TO FACIA
114 PLACE 01 2" FACIA 4 ANCHOR CLIP LAC
1" NEW MEMBER TO OLD. 2-'14 - .5' GAGS
INTO EACH RAFTER OR TRUSS.
CONN. TO FACIA DEAIL'
1.1. .063
AN0012.60 MIN.
DE1. 1I , , DET. 12
4' -0' MAX r 4' -0" 8444'• , G' -0' MAx.
FRAMING PLAN 'C
ELEVATION
_.ELEVATION
BEAM
4 - 1'12'.. (5 z'.'8'.371.' LG./
2. • 10 BOLTS PER LEG
DETAIL 14
PV RLIN
2..2. V8 2- 4 10 .. M. 5.
6/16• WELDED EYE BOLT
2 /02' N■CO PRESS
SLEEVE
274',..2"....94. PLATE
: n
5/14' WELDED
TURNBUCKLE
----------- PaMIT i1�
S /a2" 8.8.CABLE
4 /15' THIMBLE
MOT DIP GAL.
.- \ 2 -' /4'42'{•'
THUNDERBOLTS
.WIND 6R"ACING DETAIL
WIND BRACING LTQVIREa.,�OE.
,P.ROA.6 NS Ex(;.EEDING 12'
u .. fl 8 Ail 'T'1 .Z crc:ze.
ezzi
nC6, C2igrIM-
PATI 0
1
3
SCREEN ROOM
4.23.051
ROOF PANEL
_.OB2
DRIVE CLEAT
.032 -TNK2
DRIVE CLEAT DETAIL
510E VIEW
SIDE VIEW
STRUCTURAL ENGINEER
STAN WEEKS
4 ASSOCIATES
MIAMI / FLORIDA
- '6049 -TS
DESIGN CRITERIA
L7vE LOAD 50 P8.!
'WIN0 LOAD SO P.I.F.
.ZEST LOAD
DEFLECTION LIMITS -N MAIN NEM. I OTHER 44CM.
RECOVERY FROM TEST LOAD ISO% MIN.
SCREEN WALLS : W.L.- 13 R5. F. T, L. •19.5 57F.
DEF. LIMIT - RECOVERY FROM T.L. • DO %s
tV 0TES:
'I) SCREEN WALLS SNAIL BE COVERED WITH 5 049.6. 14
MAT6R■ Al BEING 6074 OR GREATER• THE ADD ITION OF
Sous 5101844 MATE RI AI ON WALLS 544 ALL NOT Be PERMITTED.
2)1 IT SNAIL - BE DETERMINED THAT ..T118 E2ISTWG SIR. CAN
.54F6LV 812POORT THII LOADED CANOPY. - •
5) All RIVETS 4 SCREWS SHALL BE STAINLESS STEEL 011 NOT
' OI99ED SALVMILL° S25EL. BOLTS MAY 58 ALUMINUM.
4) ALUMINUM SHEET NOT DESIGNATED .OT■ERWISE .SHALL
BE ALLOY 3003 -1414. ALUMINUM 85TRUS10N5 NOT
DESIGNATED OTHERWISE SMALL BE. ALLOY 4055 -T5.
3) STRUCTURAL SPLICES ARE NOT ALLOWED UNLESS
055451490. BY 1■6 ENG1N EEIL.
Td') THE MIN. FOUNDATION SHALL BE A 4' CONC. SLAB
REINFORCED WITH 4x4 - 10/10 ME314 4 TURN 0OWN
8 ^. 8^ FTC. WITH • 5 BAR CONTINUOUS. SOIL 5.144LL
- RAVE A MIN. BEARING CAPACITY OF GOO P.S.
CONC. SHAH NAVE fe • 2500 P.8.1. AT 28 DAYS
- 71 A CONTINUOUS SNAP LOCK I BE USED FOR
MEMBER 302 4 MEMBER 202 ♦ I WMSRE BOLTS
ARE SHOWN . THE 81444 LOCK SHALL BE CLIMATROL.
0551 "
B) FOR PROVE CT10N3 FROM G' -12' USE 1. 5E1 OF
WIND BRACING. USE 2 SETS FOR PROJECTIONS OVER
12"..1 W BRACING NOT REQUIRED IN ' L'. OF H0Q55
'3) 4 VNY PAN G" WIDE THK. WITH OTHER.- CL1D.1.
SHOWN -/N.- - DET.. 18 MAY BE USED W14504 5PACIED
EVERY THIRD ALUMINUM 0414 OR GREATER. VINYL
MATERIAL 384 ALL BE AS APPROVED BY THE
BUILDING OFFICIAL.
FASHION, INC. P 136 AVMS NOM
mum my
TM
FASHION PATIO ROOF - OPEN OR SCREENED
armor sr
F - 450- 1