1041 NE 96 St (7)J. B. FORD. G a.
1712 S. W First Street
MIAMI 38, FLORIDA .
Telephones: 84808 82.0027
InERg1f E GERTiFX that the attaeh.d sketch represents
& 4urvey made under my direction and is In*. and eon•ot
to th. best of_my ling .1$ .
Thens at& dim' &scipt own.'
i
S urvey of Lot 14 4.1 the East* or : 14t , i.8 B1ao1C 88: 0
MIAMI SHORE$ SECTION .3
According to the flat thereof as recorded in Plat Book
Public Records of .. Dade Cotinty Flo�rlda.:
For Daniel a.a Crane
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CALE
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-
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MIAMI DADE
r
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Custom Aluminum & Screen Corporation
15842 S.W. 150 Ct.
Miami FL 33137
Acceptance No.:99- 0525.07
Expires:06 /13/2002
Approved: 08/05/1999
I of 3
Internet nail address: postmaster ®buildingcodeonline.com
tics
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
Aluminum Framed Screen Enclosure
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSIHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
1,r
rancisco Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
liontepage:.http://www.buildingcodeonline.cont
Custom Aluminum & Screen Corporation
ACCEPTANCE No. : 99- 0525.07
APPROVED AUG 0 5 1999
EXPIRES 06/13/2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
This renews the Notice of Acceptance No. 95- 1024.01, which was issued on June 13, 1996. It
approves an Aluminum Framed Screen Enclosure, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION 0
This Aluminum Framed Screen Enclosure and its components shall be constructed in strict
compliance with the following documents: Drawing No. 3122 titled "Custom Aluminum &
Screed', prepared by Ramms Engineering, Inc., dated October 23, 1995, last revised on May 17,
1996, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval and
Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
All permanent set components, included but not limited to embedded anchor bolts, must be
protected against corrosion, contamination and damage at all times.
4. INSTALLATION
This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance
with the approved drawings.
5. LABELING
A permanent label with the manufacturer's name or logo, city, state and the following statement:
"Miami -Dade County Product Control Approved," shall be attached to the bottom of each chair rail.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
I1 n is ?%
Helmy A. akar, P.E.- Product Control Examiner
Product Control Division .
2of3.
Custom Aluminum & Screen Corporatloi
2. Any Ind all apprOy
folOV(0 g s lat, me t
speciftocondittonfof
3. Renewals of Acceptance w
a There has been al ch
. h
aria p t$
b. The product tend t &i ¢e t
C. If the Acceptance. hot feI,
correct instal-i4ti9n,,o( t
d. The engineer, wlid ong ial
submitted, is no longer" pra
4. Any revision or change tnthe nmafera
be cause for terintn4tioJi of r is Accs
filing of a revision application wilt
ACCT
APPROVED
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPTANCE
0523.07
51999
EXPIRES 06/13/2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
t Renewal of this Acceptance (approval) shall ba considered after a renewal application has been tiled and the
original submitted documents, including test data, enamoring docuj ems, ark i * eider than eight
(8) years. .
'5. Any of the following shall also be grotia s fort vaI 41'th
a. Unsatisfactory perffrniance 4f ti► product of Ogee*
b. Misuse of tht3 Acceptance j, ar'geridorsegient oI" ail
purposes. , .
6. The Notice of Acceptance number ?receded by the words Miamt•Dadg County, Florida, An t by the
expiration date may be displayed In - advertising literature. If any portion of the Notice Of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer needs not reseal the copies.
8. Failure to comply with any sectia of this Acceptance shall be cause for termination and removal of
Acceptance.
roduct
itctIng the
rt fttitialty
atkalty
et the'
y other
Hetmy Ae%(akar, P.E.- Product Control Examiner
Product Control Division
3 of3
Y .*
ta01 YAUO SOKESS De*OSSEO WITH
SURVEYOR'S SEAL
? <i.
REVISED:
1 Hsrsby comfy: Mat 7.o attacMN funs, *as wads
rr+/or w y rsspw4i11S4 charge and sukstandafly warts
*I :aini.a.a t4,1+n:cal standards s• sot lords by 3»
FICR,oA 1OArZ0 CF tANO SLRYIYOk3 .n C`,pta,
ItCtT Florida /.drainisttatlr• Coda. pursuant to
SsctSon 47t027, Fioi1•• StatvM•. Moro US no
ancrosctwaants, esarlepa, at sofa ants appsarin9 on t o
pot H visit{• •,a«aanls eh*, than to sMwe MrwA
' NELSON MOJARENA
Registered Surveyor S Mapper No. SSO4
State of Fforida
BOUNDARY SURVEY
IiIOJARENA & ASSOCIATES, INC.
Land Surieyors & Mappers
10025 S.W. 33rd Street
Miami, Florida 33173 (305) 270 -6367
FI000 ZONE: X
DATE:
7 -/`
OWN. 3Y
108 No.
o
DESCRIPTVDrU
Lot 14 and the East 1/2 of Lot 15, Block 82, MIAMI SHORES SECTION NO. 3, according to
the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Dade
County, Florida.
CERTIFIED TO: Clara I. Washington, Stewart Title of Miami. Inc. Stewart Title Guaranty
Company, Great Western Bank, a Federal Savings Bank.
PROPERTY OF: Clara I. WASHINGTON, 1041 N.E. 96 Street, Miami Shores, FL
33138
Surveyor Note:
• Underground structures, if any, not located.
• Bearings, if shown, are based on assumed meridian or Plat of Record.
• Lands shown hereon were not abstracted for easements and/or right -of -ways
of record.
rte
T7
I C11 2/ 70
i
.3
_ •,
•
•
•
I
- - - - -- X of
1
r: -'
J
f-.; 01
To
LEGEND:
A/
ASp;-i
CLF
Ctr.
Co n+:.
Fnd
= Air Conditioner
= Asphalt
= Concrete Block Structure
= Center Line
= Chain Link Fence
= Clear
Concrete
Found
LC -4// / _44c/e// KN.
rs
7,7/
;T
L8 =
NTS =
O.U.L. _
P.P. =
R/W _
_
Swk. =
r� 1
n! /G .f, '/4✓ s,4 /UC
Licensed Business
Not to Scale
Overhead Utility Lines
Property Line
Power Pole
Right -of -Way
Recorded
Sidewalk
BEAM AND COLUMN SCHEDULE
MARx
SIZE
T1
T2
TYPE
MAX. BEAM SPANS AT GIVEN SPACINGS PURLIN
TYP. CROSS
SEC110NS
s' -0'
5'-6'
6'
6'-6'
7' -0'
7'-6'
8' -0'
SPACING
Box Bm
2 x 2
.055
.053
ItLtCV
6' -11'
6' -9•
6' -7'
6' -4'
6' -3'
6' -1'
s -1l'
72'
801 8m.
2 X 3
.055
.053
SNAP
9' -7'
9' - 3'
3 -0'
•' -9
8' -7'
8' -4'
6' -2
r2•
T.
,r
•
T-t
Box Bra
2 x 4
.062
.062
SNAP
12' -6•
12' -2'
it.-s
i1' -s'
Il' -2'
is•-ii'
to
84'
804 Om.
2 X 4
.120
.055
LAP
14' -3'
13' -9'
13' - 4'
13' - 0•
12' - 8'
l2•
t2' -2'
84•
--
,sr..-1
Box Sm.
2 X 3
.120
.062
SNAP
15'- r
t4• -r
1 4• -t
13• -V
1Y -S
17• - t
,r -id
84'
Box 8m.
2 X 6
.170
. 055
LAP
tr - 11
19• -3*
Pr--f
18• -2'
it - 4•
17 -4
16• -r
84•
Box 8m.
2 X 6
.120
.062
SNAP
19• -ti•
s9• -r
te• -c
te• -t
it - td
1r - S
1r - 1•
84'
Box 8rn.
2 x 7
.130
.068
SNAP
22• - ir
1r - r
21• -r
21'-1f
20• - c
2o• - r
1r -r
84•
SNAP BEAM
lox Bra
2 x 7
.130
.055
LAP
11' -r
20•-r
IY -c
1e• -11
1e• -3'
Ir -r
it -i
84'
Box 8m
2 X 7
.280
.010
LAP
27' -l'
26' - 3'
25' -5•
` 2V-9'
24' -2'
23•-7'
23' - 2'
84'
T -1
Box Bm
2 X 8
.224
.012
LAP
28' -8'
27' -9'
26' -11'
26' -3'
25' - 7'
2s' - O•
24: -6'
84'
6
• /
A O
LAP
Box Bm.
2 X 8
.224
.082
LAP
2Y -d
2r -r
2r -f
26• - r
25' -91
25' - 4'
14• -10
84'
Box 8m.
2 X 9
.224
.072
LAP
3V-S
30' -S'
29' -3•
28' -1'
27' -1'
1 30' -8'
26' -2•
30' -0'
25'4'
29' -4
84'
84'
-BEAM
T-t
0ox 8m.
2 X 9
.320
.092
LAP
34' -3'
33' -3•
32' -3'
3t' -S'
1
■
PURUN TABLE HEAVY UNE INDICATES WVCt110.1 SPAN FOR 4' CUTTER • t BRACKET. NO LoT T TO S CUTTER BR.'CXLT.
2 X 2
.055
• 055
H7 I OV UAXILM/ SPAN . 7'- Cr AS PURUN ANO CHAJRRAA.
2 x 3
. 055
.055
HXLOV 1AX11/USI SPAN . r- d AS PURUN ANO CHAIRRNL
NOTE. /SAX UCH SPACING OF PURL INS • 84'. MAXIMUM AREA IN ANY PANEL • 56 S. FT.
UAX!)'.M SPACING Of 272 CFWRRAILS • 6d AV.
UAXIUUII SPACING OF 3X2 CHA;RRAILS • 71 AVC. SPANS SHOWN ABCNE ARE CLEAR SPANS. r UAY BE ADDED TO FEN SPAN SliCv04.
MARK
SIZE
y T1
12
TYPE
'AX. COLUMN HEIGHTS AT GIVEN SPACINGS
nwRRNI
SPACI+C
7-0'
5' -4'
6'-0'
6'-4•
7' -0•
7'
8' - 0'
. 0
2 X 2 PURUN
Box Col.
2 f 3
.i755
)55
SNAP
6 6•
6' -2•
5'-1 1•
S'-9'
3' 6•
5' -3'
3' - 1'
78'
Box Col
2 Y 4
.44.2
.062
SNAP
9' - 2'
8'
8' - 4 •
•' - 0'
7' - 9'
7' - 3•
7' - 3'
78'
Box Coo,
a X 4
.120
.055
LAP
11' - l•
10' - 7'
10 - 1'
9' - 8'
9' - 4'
9• - 0'
8'
78'
sox too
2 it S
.120
.062
LAP
13'-4'
t2' -9'
12' -2'
11' -9'
11' -4'
10' -11'
10' -7'
78'
033'
Box Col.
2 X 6
.t44r
• 06 2
LAP
15 -10'
15' -1'
14' -5'
13' -10'
13' -4'
I2' -11'
12' -6'
78'
Box Col.
Box Col.
2 X 7
2 X 7
.150
.280
.062
. 07 0
SNAP
Vu'
I6' -6'
22' -0'
Is' -9'
21' -4'
15' -1'
20' -9'
14' -5'
20' -i•
13' -It'
1 9' -4'
13'-4'
18' -B'
13' -0'
18' -1'
13'
78•
1 X 2 PATIO
NOTES DESIGN CRITERIA. SOUTH FLORIDA BUILDING CODE
1) ROLF AND SIDES SHALL BC COVERED VITH SCREEN CIOTN BEING 60X OPEN OR GREATER W.f. ASCE 7-88
23 DE EXISTING STRUCflRE MIST PC CAPAIAE If SUPPORTING TV( LOADED SCREEN ENCLOSURE. yALI= DESIGN VWD LOAD W 6 OUT-- - -- 19.6 i3
3) METAL STRUCTURES VITHIN 5 FT. Of SVIN1.24 POOLS SHALL )E GRtLWDEB PR KEE. 680-22 TEST MAD VIND IN 6 OUT - -- -29.4 PY
4 ) Ruar 10.6 kV
ANCHORS TO CONCRETE ANO MASONRY f1LLED WITH CONCRETE SHALL BE 3 /5'X 3• ANCHORS LIVE LOAD LP 6 DOWN
TEST LDAD UP 1 ITCVN 15.8 Pg
UNLESS OTItRViSC SPECIFIED.
DErLCC111 4 1IJ 1TATiCH
5)MAX14Jl Ct*U114 >EICi4TS ARE LASED CP4 M.* ! &M BEAM SIZE USED tJ80
MAXI4l4 BEAM SIZE USED IS 2'X 9' v1TH 29• -4' SPAN IN 8' -0' CENTERS. ALUMINA AJGT 6063 -T6 u4.11$ 0MERVISE SPECIFIED.
CARRY BEAM TABLE
OQSTD4
�
, , ' "`
EtRUCrtJS I.
0111111
--
'RY
r nAX
CLEAR SPAN
2 x 6 CARRY SEAN E ASEAN
'MHO ) • .062'
T(fttl • 12Y
MAX SP OF
SCREEN ENCLOSURE
CLEAR SPAN if
2 X 7 [ABBY )CAM
Usti)) • .070'
T(nonot) • 280•
MAX. SPAN
SCREE34 ENCLOS URC
aa' .
�� ���
,����
MOMSMiNi �-
ir-
1131
$!
I
GRRY BEAS
b l
1 / 3X9Ui
a
10•- 0'
34' - 3'
14' 0'
34' - 3'
12' 0•
23' -5'
I6'- 0'
33'
1 4•- 0'
16 •-6 •
18'- 6'
24' -9'
r+DIU1ES
2+2 /tc ft*O rrTN i T X z•x ITS
B m MfT1/ t X t x 1 ANGLES.
3 f
16'- 0'
10' -9'
20'• 0•
IL' -S'
I1
S1 AS
I11• 0'
5' -2'
22•- N
10• -7•
I t : ammo" vi
t 1 •
NON- COASTAL ZONE ( ASCE x`88 )
1 1/ es 1 t /r■ 1/8"
DIAGONAL WiNO BRACING.
3 /5 11tRUDOLTS.
SPECIAL u - BRX?CET
It TMOCK WITH
1/V RADIUS
ROOF BRACING LAYOUT
USE 3 /i6 S it (DEYTN OF 8 ) PATES
ON ALL Dt11RQR ROOF BRACES WHERE
INTERIOR SPUCE PLATES CO NOT D6T.
.2t
1
I/4" RADIUS
SPECIAL U -8
BRACKET
90 U BRACKET w1 BE USED
If PROPERLY POSRIONED.
CORNER ROOF BRACE DETAIL
2X2X1/4' STRUCTURAL ANGLES V/
1/4' THRUBOLTS /ND 3/8'4 Y ANCHORS
AT EACH COLUMN.
USE 1/4 ANCHORS BETWEEN COLUMNS
ON 24• CENTERS.
114 X 1' SM5 SAY BE USED IN
PUCE CF THRUBOL S.
•
4 THICK CONCRETE SB
LA ,
7//6x5. W1.4 x W1.4
WELDED WIRE J ESHH.
••• �, ••
L_ .
MIN. 8'X 8' CONTINUOUS FOOTING V
DETAIL OF ANCHORING TO FOOTING
ANCHOR BOLTS TO EXTEND 1 1/2' BEYOND
CHATT. DR BRICK PAVEMENT SURFACES
NOTE: COLUMNS ALONG ENO WALLS VHEN USING 4 ANGLES.
REQUIRE ONE PAIR OF 2x2x1/8' ANGLES
UNLESS COLUMNS ARE 2X5 OR GREATER.
THEN TVO PAIR OF ANGLES
ARE REQUIRED.
REPRODUCTION ANO APPROVAL OF THIS PIM OR ANY PART
THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY
BE DONE BY RAMLIS ENGINEERING. INC.
•
THIS PLAN IS INVAIJO UNLESS SIGNED AND SEALED BY
ROBERT 5. t.IONSOUR fOR EACH SUBMITTAL
7 /1( Art 00 AHat
t1 LOCAMS.
BOX COLUMN
1
USE 3/16 5•x (DEPTH OF BEAU) PATES
ON ALL INTERIOR ROOF BRACES WHERE
INTERIOR SPLICE PATES 00 NOT EXIST.
1 I /4'x 1 1 /4•4 1 /5• DIAGONAL WINO
BRACING.
THIS UEusER IS TO BE USED
FOR ALL ROOF BRACING.
4 t/2•
1 /4'X 3'
110 X 1 1 /z• SUS.
2 EEH SLOE OF COLUto+.
Plh"fD INTER,W.LY.
0
J1_
r
17
1
1/4 3'
/ MAY BE USED AS FOLLOWS:
2 FOR UP TO 12' -0' SPAN.
4 FOR UP TO 24' -0' SPAN.
AT EACH COLUMN.
AND 20' ON CENTER BETWEEN COLUMNS.
USE 2X2X1/8' ANGLES FOR SPANS UNDER 18'.
FOR SPANS OYER 18',
4 - 2x2xi/Er BASE ANGLES
MAY BE USED AS SHOWN
IN PUCE OF 2 - 1/4" ANGLES
ON COLUMNS SUPPORTING BEAMS.
ANCHORS MAY BE USED.
APPROVED AS COMPLYING WiTH TIE
SOUTH FLORIDA BUILDING CODE
DATE_
BY_
PRODUCT CON "OL DIViSION
BUILDING CODE COMPLIANCE OfFIC
ACCEPTANCE NO 95 - 10ZN • b
1
VSAr
l o»2Y /91
nrft 8!.
1727
/
72'
AND 1O DEAN.
vLS
0
V
0
9
EX CCLUtN
V/ U4' T,Pu
IODL 1 S
Box MUM
T(p V1EV cr
'R' )RACE
MINCE TION
2X2 PURL IN
1x2 PATIO
( 2X5 AND 2X6 BOX BEAMS )
USE 1 /B' X t x 8' STRAPS WITH
6 /14 SUS TOTAL ( 3 EACH SIDE OF SPLICE )
( 2x7. 2X8. 2X9 AND 2)110 BOX BEASTS )
USE 1/8"X 2' X at STRAPS WITH
14 /14 SMS TOTAL ( 7 EACH SIDE OF SPUCE )
3/t6 X 1 l/4' STRAPS LAY BE USED
IN PUCE or 2 • STRAPS.
• ALL PLATES
' o o O o
O 0
0
O 0 0 i:
typical
9• --I
7" BOX BEAM
2x2 'U'
CHANEL V/
1/4' THRU
BOLTS
I 2 4
32
3/16' PLATES VITH 114 SMS AS SEWN
CUT PLATES TO FIT INSIDE OF
BOX BEAMS AS SHOVN ON DETAIL
VARIES
VA 1ES
9" BOX BEAM
MANSARD BOX
BEAM SPLICE DETAIL
/4' THRU HOLTS
0 0 0
0
0 0 0
0 0 0 0
BOX COLUMN
typical
9 —{
8" BOX BEAM
0
0
6cr IAA)L
4' BOx BEAUS
1/4' THRU9OUS
a
4
L- 2
typical
9 3/4:_ 1
10" BOX BEAM
2' Nll1 FASCIA
NaCATEs tx tx t LONG
MOLES /1 1 1/2* SuS
MO x TRVVS$E�S 5
ASCLAS.
TYPICAL ELEVATION U wrNEL CPTI1s∎AL
/ 1/4' 1111. THICKNESS
1' x S x 3/tr Ama-E. r Low.
wrnl 3-1 /t TRV80US To COLVt3N.
3/t6• PLATES TO REINFORCE
BOX COLON AT BRACES.
1X2X3/16" ANGLE 10" LONG
AT EACH SCREEN ROOF KM
0 0 o-- 1/2,
0 O
O 0 1
L } 3' RISER X t2' VIDE
t ��) k d ALUM ROOF PANEL
4" BOX BEAM 2'x3'X1/8' ANGLE ON EACH SIDE
5" BOX BEAM
?'X2'XI /B'ANGLE
110 S.M.S.
IN EACH L�
BASE Am-ES
1611 tX tx I/t
K — BRACE DETAILS
R€PR000CTIOM 4+D APPRaAL OF THIS PLAN OR ANY PART THEREOF 1145 PL is hNA1IPU1 SX'l4ED ANO SEALED BY
Try ,,tiu� .,..:• ANT OTTER USE rxtiML ONLY BE DONE ST ROBERT S. WONSOUR FOR EACH SALM _
COLUMN
SPEC& z tit/ail t 1.Oe+G
AT EACH ALLn1MM RAFTER
FASTENED TO FASCIA ARM
Y/ 3 5/16'x V LAS
110 SAS. THRU TVO 1/4' THRU BOLTS
OR 4 114 SMS
BRACE 1x2
0114
Amp-
1
STRUCTURAL GUTTER DETAIL
2x2 ROOF 44 DI DER S.
ENO WALL POST DETAIL
tx2 MEMBER
1'X2 - 1/2'X1/16'
COVER PLATE
wm.4 j 10 SMS
/10 x 1 1/2' S1S
ENO wALL
COLUMN
OvERLAP DEAR TO CDLUrw
ANO FASTEN W1TM 3 /14 sus
EACH SIX AS SEW
USE 4 114 SUS
NUR $O L 902 NOI )LAMS )
rx tx 3 /td
ANGLES
2' NOM. FASCIA
BOX BEAM
2'X2'xt /8' ANGLE
WIN 2•t4SUS
D4 EACH LEG
BEAR TO COLUMN
BEAN CONNECT ID! /
USE tx t 3/ lit t tCLES
VITH TVO 1/4' 'fix "1 BOLTS 1.
TVO 3/8' LAGS fU FASCIA
t(p v1E1/ Cr
'K' BRACE
CONNECTUTN
NO1EI LARGER F T REQUIRED.
ALTERNATE BRACE DETAILS
1/4' TI-RU BOLTS
STRUCTURAL GUTTER BEAM
CORNER DETAIL
BOX BEAM
#14 SUS LAY Et USED IN PUCE OF
1/4' THRUBOLT'S
ALTERNATE 1" FASCIA WITH 2 SUB FASCIA.
114 SMS AS SHINN
3 1/2' x tt X I /0' Pu s
TVO 1/4' THRU BoLTS V/ VASHERS
2x2x1 /8' ANGLE v/ 114 SMS
AND 3 /tx Y ANCHORS
TYPICAL. 001 CORNER
S /16'X ' LAGS
4 AT EACH BEAU AND
12 ITC. STAGGERED
3/i6•
ANGLE Y LONG
V/ 1/4' THRU BOLTS
AS S14DVN.
FOR CABLE BRACING MO
• CUTTER DEEMS SEE SHEET / 3.
1/4' THRUBOLIS
AS SHOWN.
CONNECTION
CON1IN000S DIVER TER
(optlonot) 2x2
2'x2'xl /8'ANGLE
VITH 2 114 SMS
10 THE COLUMN
AND 1 /4'X 3' ANCHORS
3' X ex a/8 PLATES
WITH 4 114 Sus AS SHOWN.
2X2 SNAP AND 1X2 SNAP.
CONTINUOUS IQ MEMBER WTtH /14 X 1 t Sus
24 O.C. ALONG GU ntR /C' 10% FASCIA
SPECsAL z DXL.CKET r BANG
AT L CM M L'LILtM1 BATTIK
rASTIYED TO rASCN 1/114
3 S /1CX 1 LAGS
PORCH DEYAILS.
2x2 BRACE 111 t/V
PLATES EA END TIM /14 SUS
AS SHOWN.
1 CUTTUt DCTMC04 BEAMS
■/1 /4"X21 /t LACY 24"0.6
1'x2-1 /2'X1/16'
COVER PLATE
WITH 110 SMS.
110Xt 1 /t SLS.
EXTRUDED GUTTER
POP E7(TRIIOCD GUER. 1
N0,cATEs 31(fx t U.GS
AT C1CM
DEAR S>atctTEON
COVER PLATE VRH 1./A is Tr 3/1 ANGLES
WITH 3/V LAGS TO FASCIA
ANO t/• rti vOoUS To BEA1A.
LAX. 4' WOOF CUTTER LAY BE USED
AS SHOWN ON BEAU TABU SHEET /1
( WAX.LOAD - 1100/ )
GUTTER BRACE DETAIL
2 - 110 x l 1/2' SMS
CONTINUOUS 1x2 N EACH PU&D1
/10 SMS.
Ex REAM
r mot OLOCK
D� 1'x Sx 1 /0" OR 1'X rx t/r
CONTINUOUS ANGLE 14114
1/4' THRUBOLTS AS SHOWN.
212x3/1 r ANGLES W/ 1/4': 3 ' ANCHORS
AND /14 SUS.
USE 3/8• ANCHORS FOR 2 :7 AND GREATER 8El.LS.
BOX BEAM DETAILS
COLUMN
DOUBLE 202 WITH
3/8"X G LAGS,
2 AT EA. COL AND AT 24' O.C.
14
�J
2X2X1 ANGLES
FASCIA CONNECTION FOR DOMES
SPECIAL Z BRACKET r LoNO.
4' WIDE GAITERS ONLY.
13.Ts
i
114X /1 SMS
anti'
110 SMS 24' O.C.
TDP AND BOTTOM
2x2 PURLINS
BOX COLUMN
)r_x itc4X
INDICATES 3 /rx If LA
N
EACH BVM LOCAnGt
VAX Ell u0
!/16' U CLIPS VITH
110 X t' SMS
AS SHOWN
PPROVEO AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT g 19_
BY
PRODUCT CON' 01. DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE 94" ! I6Z'4 .Q)
4)
t_
v
Monsour
1017 93
OCALA
no icol•
j11
. 3 .,....
END NON LOAD BEARING VALL SQUARE FOOTAGE
1 -145
1 146 -273 1 274 -363
1 364 -416
1 417 -443
NA Ivor ff CABLES EN i}E FBI LOAD BEARING VALL
2
1 EA. END
4
2 EA. END
6
3 EA. END
8
4 EA, END
10
5 *EA. END
SPECIAL Z BRACKET 7" LONG.
4* WIDE GUTTERS ONLY.
4"
•
■
6' SUPER BRACKET VITH (4) 3/8'
X 2 1/2' LAG BOLTS ID FASCIA
• 3.75"
15"
O J)
N N
r 15"
N
Z- BRACKET
N
BY
.125
• L1. I 1/8' b4 LE BRACKET V1TN (9) 114 X 3/4' SKS TO VALL HEHBER$
.220 216 1 19O
#14SMS #12SMS #10SMS
]PRODUCT RENEWED
ACCZYTANCE No. - b5 25 01
DATE j & PJ e 1
1 ,! W/.! • • a ../...
MO , CONfROL. DIVISION
MELDING CODE COMPLIANCE OFFICE
f ,( 1875
N
4.825'
.1875 3Z�lt
\<(." 125R
4. 700
CUT Rom 1X5' hN3_E
L
.125
co
118' STAMESS SM. CABLE
STADL.ESS STER CABLE
DOUBLE CILWRESSIIN SLEEVES.
ALTERNATE
CO
•
5/16' EYE -BOLT. VELDED CLOSED V!TH DOUBLE NUTS
DOUBLE COHPRESSIIN SLEEVES
1/8' STAINLESS STEEL. CABLE
TOP RAID
3' ASTA A-% SITU CLIP VITH (2
3/8'X 3' an SLEEVE k IRS TT) C(NCPETE DEOC
V/ 11/2' KIND ON 4 f) T.
THIS CLIP MY ALSO BE USED EN SIDE ff
CM 7 C I.CRETE SLAB. MAINTAIN 2' MIN. EDGE DISTANCE.
CABLE BRACING DETAIL
USE L'8' D VCIR CABLE CONSISTING OF 19 UIDIVIDL L STRAPS OF .025' F13.RAlS SEM VIR .
FASTEN SUER (UTTER TO
THE HOST STRUCTURE VIM
V 4'x 2 1/2' LAGS 20' QC.
6' &PER BRACKET VIM (4) 3/8'
X21/2 LAG BOLTS TD FASCIA
5" GUTTER BRACKET DETAIL A Iq
QUANTITIES ABOVE ARE FOR 3 SIDED ENCIDSURES.
REFER TO ENGINEER'S SITE SPECIFIC PLAN FIR OTHER CONDITIONS.
USE CM SET OF CABLES ON RETURN VALLS
FIR SPANS OVER 16 FEET.
2' X 3' X 1/4' ANCL_E 1 EACH SIDE Er Rai BEAM
VITH (4) 114 X 3/4' SMS TD REEF BEAM AND (2) 3/8'
X 8' LAG BOLTS 1, (3) 114X1'Si4STOWHIR
3/8' HILT! SLEEVE ANCF[R
V/ 1 1/2' MINIMIX EMINENT
INTD CONCRETE SLAB.
Rla' BEM
1/8' STAINLESS STEEL CABLE
IOJBLE CEMPRESSILNSLEEVES
11/4'X 55/8'X1 /8' FIATBAR
1 "
p l
NOTEI WEN 1x2 PERIATER ME}LBER 1S USED, USE 2 SETS OF V4' ANGLES.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT _ E 13 9!
BY_
PRODUCT CO 01. DIVISION
BUILDING COOE COMPLIANCE OFFICE
_ .. r e- It-7ni AI
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4,
RAMMS ENG1N, PIING, INC.
ROBERT SI MONSOUR, P.E.
0'11955
2100 W. 76 $t. Suite # 311
Hialeah, FL 33016
(308) 82 3141
SCALE:
DATE:
Ca YC ( 1 et 1
a1r 6i
APPROVED BY:
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p r( R &Q Lto AL J M I ts) t) M G L `a' l 2 `t
DRAWN BY
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DRAWING NUMBER
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