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BLISS ASSOCIATES, INC.
,370 WA,Nl /4toh/ 4/t.
MIAMI BEACH, FLA.
P4 rg
Rccol Enterprises
ACCEPTANCE No.
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
01- 0223.08
04/26/2001
03/12/2006
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and
the original submitted documents, including test - supporting data, engineering documents, arc no older than
eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ', or as specitically stated in
the specific conditions of this Acceptance.
3. Renewals of Acceptance win: not be considered it':
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b. The product is no longer the same product (identical) as the one originally approved;
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been requested
(through the tiling of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process;
b. Misuse of this Acceptance as an endorsement of any product, for safes, advertising or any other
purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed 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 he
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 w ith any section of' this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Acceptance contains pages I, 2 and this last page 3.
END OF TIIIS ACCEPTANCE
fi
I lelmy A. ii 1akar, P.L.- Product Control Lxaminer
Product Control Division
Rccol Enterprises
2
ACCEPTANCE No.
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
01- 0223.03
0-4/26 /2001
03/12/2006
1 SCOPE
This renews the Notice of Acceptance No. 97- 1212.02, which was issued on March 12, 1993. 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 fur Nliami-
Dade County, for the locations where the pressure requirements, as determined by SF13C Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
PRODUCT DESCRIPTION
This Aluminum Framed Screen Enclosure and its components shall be constructed in strict
compliance with the following documents: Drawing No. 94 -193, titled "Screen Enclosure ", prepared
by Tilteco, Inc., sheets 1 through 6 of 6, dated September 16, 1994, last revision dated June 10, 1096
(sheets 1, 2, 3, & 6 of 6) and November 6, 1995 (sheets 4 Sc. 5 of 6), bearing the Miami -Dade
County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and
approval dates by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIIMITATIONS
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 he installed in strict compliance
with the approved drawings. The installation of this product \vill not require a hurricane protection
system.
5. LABELING
This Aluminum Framed Screen Enclosure shall bear a permanent label with the manufacturer's
name or logo, city, state and the following statement: "Miami -Dade County Product Control
Approved ". The label shall be placed at the bottom of the each chair rail, each beans or column of
the screen enclosure.
6. I3UILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice or Acceptance.
6.1.2 Duplicate copies o1 Lpproved drawings. is identified in Section 2 or this Notice
o1'Acceptancc, clearly marked to show the components selected for the proposed
installation.
6.1.3 Any other documents required by the 1uilding Official or the South Florida 13uiIdin`,
Code (SFBC) in order to properly evaluate the installation of this system.
/(/(/‘'
1[clmy i . Makar, P.l:., Product Control Examiner
Product Control Division
MIAM!DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Recol Enterprises
6861 SW 196 Ave # 406
Pembroke Pines ,FL 33332
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0228.08
EXPIRES: 03/12/2006 .
APPROVED: 04/26/2001
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 DIVISION
(305) 375 - 2966 FAX (305) 375 - 2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
Raul Rodriguez
Chief Product Control Division
TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMLM1TTEE
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 Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
\ \s045000I \pc2000\ \ templates \notice acceptance cover page.dot
Internet snail address: nnstmaster cr huildin2codeonline.com r I http : / /www.buildinacodeonline.com
SKETCH OF SURVEY
(BOUNDARY SURVEY)
Li]
1-
z
w
F.IP.
30.00' 0 1/2"
10' ASPHALT PAVEMENT
ASPHALT PAVEMENT
z
0
0
4.50
BLOCK 21
18.85'
SCALE: 1" = 20'
15' ALLEY
LOT 15
8.
23.40'
N 8.30'
Mi
31.30' PORCH
PROPERTY ADDRESS 115 NE 94th
LEGAL
LOT 15 AND WEST 40' OF LOT 16
SUBDIVISION MIAMI SHARES SECTI _
ACCORDING TO THE PLAT THEREOF
OF THE PUBLIC RECORDS OF MIA
96.35' (R&M) PIP:
9.55'
11
ASPHALT DRIVEWAY
PORC4
31.20'
45.10'
1
ONE STORY
RESIDENCE
# 115
•
CONC. PATIO '
POOL
15.80'
0
20' ASPHALT PAVEMENT
PORTION
OF LOT 16
BLOCK 21
22.5' PARKWAY
9.83'
9.90'
N.E. 94th STREET.
T/VTAI 17 /IAA
0
n
01/2"
ROANE
OF LOT
BLOCK
H
O' -20•
20•-25'
25' -30'
30' -35'
35' -40'
40•--45'
.
0' -6•
4
4
4
6
6
6
>8•-9'
4
4
6
6
6
8•
>9' -10'
4
4
6
6
6•
10 •
>10•-12'
4
6
6
8
•
10 •
12 •
>12' -14•
6
6
8
•
10
•
12 •
14 •
>14' -15'
6
6
•
10
•
12
•
14 •
14 •
7 • 5 • 1/8 . 0' -("
ALUU. L EACH ROOF BUu
w/ 4 X11 • 3' LOHC TO
rA'.CN df 5 X12 • 3/4
S. TO CUTTER L•',
• EXISTIN•3 FASCIA
D0AR0 (r NOUlrv1)
PRODUCT RENEW
cQ rrA NcEN0.O1 ZZ `5 . o $
'Dori DATE 034 212 0(
coN-rwDL DtVLStON
C ULLOM CODE CO!CPLIANCE OFFICE
PLAN
1 /6' STA)NLESS STEEL CABLE
DOVOLE COLIPRESSIONSLEEYES
ALTERNATE TO ALUMINUM OAR
StirCR riJrrr;
AR�R3■ ■40 B0r10u ALUU L r , 4 } / +'
/5 o' - w/ 2 -3/5 • • ! LA
Srpt 's 10 rA,SCN SPACED AS S■.0•01 k
w/ 1' CJ4S1NICC 10 80110u or GUTTER
1 • r ALUU. ccrn. w/ 1 10 • 1 1/r
S. S. S. u S. 0 16' 0. TO SUPERCLJITER
& 2 / 10 1 I/r S S. S. u. S.
TO ALJu. 0Uµ CJ SC(..
r x r • 1/8 • o -r AU:11. A'IGI EACH
S.GE W/3 1t0 S.U.S. TO BUu AHO 1/4' •
THRUBOLT EA. Sr0E OF BEAR+ THRtJ ALUU,
ANGLE_ 1 x r ALUU ( 4■40 SUP£Rc.UT(CR.
(TYP 2 S+OES).
ALUU. BUu
2 -3 /5 • • 6 LG. LAC SCREWS At EACH S10E
OF ROOF E.A.L. e w/ I• • 1• ALW SLIC\T UCH
& w/ 2 1/r DISTANCE FR04J B0TT014 OF
GUTTER ADOrnor. A u.r, USE SAU E LAG SCREWS &
SLCE1t 0 24' 0. C. BETWEEN BEAA+S.
)13 EXTRUBE0 A1v (T BRACKET 21TH
I9) /14 • 3/4 S16 TO WALL WEU8ERS
5/16' • S. S. EYE - BOLT wtLDED
CtOSEO WITH DOUBLE NUTS & WASHER.
DCAIJBLE COUPRESSION SLEEvES
1/5 STA/M.15S STEEL CABLE
PER►JETLR LrE4BER
FIE NFORCE FASCIA COr:NCCT)Or+
TO c rsnt; RAFTERS W/
3 -.265 0 x 3 1/2' LONG
W000 SCREWS SPACED AT 1'
0. C. VERTICALLY, AND X/ t'
EDGE. DISTANCE TOP k 801704.
LEG
CUT rROu 1' • S ANGLE
(6063-16 ALLD )
ANGLE BRACKET DETAIL
TYPICAL ELEVATION
2 1/4•
l 1. S.
Y A.S.T,u, A -)6 C.ALvANl2E0 STEEL CUP w1M
(2) 3/8 • S REO I-EAD WEDGE ANCHORS 10
CONCRETE SU9 1.1AJ1RN11 ,T P;(1, ECG( DISTN)CE.
(YSLr;r, RAFTER OR IT''../SS
(2' -0' 0 C uV )
• EXISTING rASCLA
BE3•PD k sOFT1T
RE1HrORCE 807704 Or
FASCIA w /r.2 - ,1 /5 coNT.
AU) L w/1 14 S.u.S. EACH
LE.G. EA BAITER.
SUPER GUTTER REINFORCEMENT DETAIL TYPE 1
3 /B' • r RED HEAD
wtOCC ANCHOR
9/1 >X
TYPICAL SCREEN WALL CABLE BRACING SYSTEMS
SECTION
SUPER GUTTER CONNECTION DETAIL
CABLE SCHEDULE **
TOTAL N' OF CABLES OEOUIREO AT FRONT WALL
DISTRIBUTED SOX E.►. ENO
2 1/r
-- DOUBLE COLIPRESS100AS(IEVES
Cf / r • Bfl.' � w% 1' : t' A 5li CS •■ LL
• w / 2 1/r D4s1A■1E rPO4J BO TT CA, Or
CUT Ap Cri�?iA41Y, LP41 sUE tJL
S((Cy iC 0 24 0 C OCT''t(N OUu
r•S•I /5•a' -6'
P00r BEJAA •' /4
& 5 } 12 • 3/4
1 TO BC J
x/ 2 t0 Ss S u S. (.>TEPr LEI).
rxr.I /5 .0' -r ALUU. ANGLE EA S)OC
w/3 ! D SW.; To BEA 4.
1/4' THPUBOLT EA. SDE OF BCI.0 TAPU r•r L
B3T104.4 FLANGE OF BEAR+ HOTO4E0 HORIZONTALLY
(0P710041) h REIN'rOPCED w/ 1 t r x 2 1/7
0' -i Wt ALUU, (w/. F10 • 3/4
S.u.S. EACH SCE. (uwSARO ROOFS 0r+1.r).
S • 5 • .07r CCA`r. ALUU, SUPERCUTTER.
1. 3/4 •1/6'•0' -6^ ALUW l CENTERED w /BEA..0
O BO TT. Or GUTTER w/2- 3/r•,5 LO. LAC
SCREWS TO rA5cLA W/ 1 OcSTANGZ TO DOTtOU
OF C (JTTt R.
. NAY REOUtRE SPECIAL ENGINEER 40 OR 1.U1 RCOURE USE 0% K BRUGES
AS PER SHEET 5 O F 6 , 9 0 0 1 . 4 . 0 CABLES DON'T FR,
•• USE PIE SET CC CABLES C01 RETURN WALLS F01 PROJECTIONS (L)
OVER 16 FEET,
t/5 s1AtrLEss STtCL CAME
PRODUCT
•
TIO DATE
1/6' • I 1/4' , S 5/5
ALUUIr +uu BAR
x DE Kuu. A,NCXE CA.
/12 , S L040 TO rASCA
s.S.s.u.s. TO CUTTER UP.
ATTACH SUPEROJTTLR TO FASCIA BETWEEN Poor BEDS
W1'Ti 1 1/4 / • 2 I/r LAC SCREWS o 2d 0. C.
ATTACH SUPER BRACKET TO FASCV,
x'T■ (4) 3/8 0 x 2 1/2'
LAG SON'S THRU SUPER curt ER.
r NOUIHAL FASCR
RE OU(RtD
ATTACH SURER BRACKET TO FASCIA xTTH
(4) 3/6 • • 2 1/r LAD SCREWS THRU
LP ERGUTTER.
7
140u1ALA4 FASCIA
REWIRED
PLAN
SCALE : 1/4 - 1'
NEWED
Z
y
PRODUCT CO OL DIVISION
BUILDING CODE CO
IL ECO (Nc.
TILLIT TESTING t ENGINEERR0G CXIIJPANY
4>x> Nom, )4 U. s1.. s.. 111 w'•:n C OS. n 33
r..• - ()01 ja 7 1 - 11)0 . r . , (x.:1)8.1-15.1
WAL11R N Tun J,. P, C.
n.0RTA LK 44161
2S
I I
SUPER RAGK -T- o ), (RE0VIRED aILY roil
REl,r0R 4tNI TYPE 2)
SUPER BRACK
CASE
SCALE : 3/ - t'
K' .0
3 /14 . 1' Sus TO
SuFLR QJTICR CA ANGLE.
E1
SUP£RGUTT ER
ROOF
r • S x 1/4 • 0' -4"
ALW.
L SLOE
4 1 14 x 1' S1.45 TO
BUµ EA, ANGLE.
SECTIONS
SC.kLE : 1/4' -
r • r • 1/4 0' -4 ALL/$. ANGLE (O1 s of
OF ROOF BE. AE *MI (4) ( 14 • 3/ S. W. S.
TO ROOF BEM ANO (2) 3/8" • B' LAC BOLTS
THRU SUPERG(JTTER TO FASCIA k (3) ( 14 x
I S. u. S. TO SUPEROJTTER.
IZIZ
62. SUPER GUTTER REINFORCEMENT DETAIL TYPE 2
SCREEN ENCLOSURE
RECOL ENTERPRISES
13280 N w. 43 A ENVE
0PA- LOCKA, FLCN+ICYA
• r ( ''n11 (7) 3 114 ,
7 SuS TO SUPER CUI1117
rHRU r • 3 ALUU, AJ4CLC
SURER ORACNEl
SUPERC
2) r x ,r_x 1•�6 -r ALUU. -
L EA, SIOC w /( I/4' • Boos To •
SUPERGZJTTER Eon for AJIGLE k (2)
J14 Sus roil 807104 ANGLE k W /(2)
/14 x 1 ' SWS TO ROOF" oCJ. UA ANGLE.
CASE 2
APPROVED AS COMPLYING WITH THI
SOUTH FL AIDA BUILDING CODE
OAT J 1 / �19,J (;
BY 41 `� f�(t
PRODUCT CON UL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE tIO9l0= S1V _&�LL
ROO OCN4
AS S
SCALE
11/6/95
CAI(
94 — 1 9 ,
oAAwiN No
S 6 Or b
BRACED WALL PANELS SCHEDULE
101N. rT CC DRAM) Pu1CLS REWIAEO AT FRONT WALL
0
20' -25'
25' -30'
30' -35'
35' -40'
40'- 45'
W-3'
2
2
2
2
2
2
>a' -9'
2
2
2
2
2
2
>9' -10'
2
2
2
2
2
2
>10' -12'
2
2
2
2
4
4
>12' - 14'
2
2
2
4
4
4
>14' -15'
2
2
4
4
4
4
\
uN,
y•ri
uA.
5' MAX.
_/ \,
-- -( 1 Y - __. -.,_ )..
r7+)
\ DRAEE
,
' oFA( r.
{OL'\
)■ 2
1 ()PAW) t OTL.CED
PAHCI Pu1EL
CASE 1
1 GRACED 1 BRACED
PAfEL PANEL
L - ROOF PROJECTO•I
H• - SIDE WALL HOCHT OR T-IE AVERAGE BETt1'EC4
THE FRONT WALL HE1GH1 uA THE HEGHT Al
EXI5TTNG 1RUCTURE.
TYPICAL SCREEN WALL BRACING SYSTEMS
CASE 2
r o, Qt•1f
u E [•r A
H
L
ALUU. CCLUuN OR
CORNER COLuu
3 114 x 3/4' SLAS
TO COLU1}Nl
ALUW. COtuuN OR
CORNER COLUHH
r • r • ) 06' • o A4.VU l 'w /1 114 •
3/4' SvS 10 OP•CC. 2 114 . 3/4 Su'. 10
P[A, C[A v1ufCP 1/4 ) -t /4'/ Il u (Y.)tI
10 cot1.•1 •r.K[0 1" 0 C. vLRt ILL ti
'w/ 1/Y E0(,,E D4Sru+CE 10P .t DOITW.
PLAN
PEmuETER uE■DER
5'
DETAIL A (ELEV.)
ALLS+. COLWH GR
CoarCR COtuul
■LUU. COLUMN CR
CCCI1ER COLUMN
4 /11 x 3/4 5145 —
TO COLUUN.
5
DETAIL C (ELEV.)
PERIUCTER u€■DCR
YxY x .050'
WALL 6RAGNG (TYP.)
x1 FRONT 7 /15 - 5 ALU OL A
xrr a AT
PLAN
1'7Yx3/16x0' -4' AWU. L 'N /2 /14 x
3/4" StiaS 10 BNACL 1 /14 7 3/ Sus
TO 1'►Y ( k 3 -I /4 THRJJ BOLTS TO
COW%04 SPACED 1 1/2' 0. C.'ERRCALLY
W/ 1/Y EDGE 0r5TA.v :E TOP & 0OTTOI.4.
4'
', ThQ' -1 ALi:u L 4/7-,
(1l , 3 / 4' 5145 70 CACH■ 5RACC
r,
Ao 1 I 4 . 3/ SuS 10 C�wa
R. M10 3 -1/1 1 r u 30L1S
10 C&&LUH SPA!-CC T 0. C.
YERfCALLT 'w/ 1/7' 11DCE
0171A tG' APO BOROw.
2' r Y ' h'ALL 8RACC
Y Y 050' *ALL
(PACING (TYP,)
2 r1473 /4' SuS
EACH SASE /EACH SPACE
Y x Y . . OSd r1ALL
DMUNG (TYP.)
Y rY OWa RAL
7 It4 . 3/4' Su
TO 'TALL BRACE.
I to 1 TO 1' . 2
1 /14 x 3/4" S'5
EACH SCE
5 `tU PLATE 0 FPON1 3C
1'72 -5 ALUU, L AT RCAF;
s.r .1/6 ALu*
PLATE 0 FRONT k 1'.
Yx3 /16x0' -r ALL4.4. L
AT REAR.
Y . Y WALL SPACE
PLAN
DETAIL B (ELEV.)
ALUM. CC4.1.7u oR
cORrCR COLU I1
7'
IILIECO INC.
1',.3 /IS,O -4' 4L1 _,. 1 , L �/) III •
3/ ■ ' ;� . 'o rvv.r
10
■_ 't (( k 3 -t / 4'1 fr At, O(tl'; 10
CC( SPACED t 1/;' 0 7, RR
w/ 1/7 EOCC 01STU CC TOP k 0•)110u
314 ALUU. PLATE 0 FRON1
1 ALUU, L Al REAR
2 /1413/4' `.'S TO WALT BRACE
& 1 11473/4' SuS TO I'72 (.
4 114 7 3/4' SL4S
ro cotuuN.
AL111+. C0tU4 OR
CORNER CC44)W
�1JT TESTING t ENGINEERING COLPANY
reU. St.. s 717 , A rr+ caroo41. \ 3:144
WALICA A TIU 0 J• . 0, C
r10PICA L'< 4 41!1
Y iZ WALL BRACE
1'rY
PLAN
DETAIL
PRODUCT RENEWED
F'ICCEPTANCE to. 9'7 - 1 Z . 0 Z
.e' .
EDSPIF_ TION DATE HeEKILL
Aias,„ 4,1/(
PRODI, CONTROL DIVISION
BL1U..DLNO CODE COMPLIANCE OFFICE
KX TOY
a.v.A
rn
SCREEN ENCLOSURE
RECOL ENTERPRISES
13250 HW. 43 AENUE
CPA- LccxA. RCQIC■ 33054
N 1J r Ol l''4 11 (1(1
Ccrr C0111
A1I111 . C94VuU OR
CORNER CaUfAH
4 /14 7 3/4' S145
10 CC)LU1.4N.
CI (ELEV.)
PRODUCT RENEWED
ACf EPTANC ' E*!an - 012 S • Og
EXPER.AllON DATE Z L
1 "!
CONTROL DP LS c*
WILDING CODE CCMPLIANCL OFF/CS
APPROVED AS COMPLYING WWII T111
SOUTH FLORIDA BUILDING CODE /
OAT _ I 9 / fa
B . ( - u - C ma f , �( 1 C, ���
PRODUCT CONTROL DIVISION
OUILDING CODE a(CLS.1COOMPLIIANNC�CEnn OFFICE
ACCEPTANCE N0,_JC15016(!0
SCALE
1 /10 /9 4
DATE
9 - 193
DRAWING Ho -
s ur1 5 or r,
fi•
7-20'
20' -25'
25'-30'
30' -35'
35' -4O'
40' -45•
7-8'
2
2
2
4
4
4
)3• -9'
2
2
2
4
4
4
)9' - 10.
2
2
4
4
4
6
>IO' -12'
2
4
a
4
4
6
>12
4
4
4
6
6
G
>I4• -15'
4
4
4
4
6
G
ALUU, 11(AU --'
x
2' • Y PURUN w/
4 110 I 1/2' S.u.S.
oHfERrVLLY) 1YP. t0
01/4
J /15 TIN. 6 x BEAN'S
DEPTH 6063 -T6 ALUM.
PUrE EACH SIDE (INTERIOR)
RCO'D AT ALL CbNNECTICt4S
DICErT AT w4-4 0 BEAN
SPUCC DETNL 6J. —�
3/6 0 THRU BOLT
2 f I4 r 3/4' S,N,S.
AL U141NU14 OE14.4
PLAN
SECTION X —X
CASES 1 & 2
DETAIL
3/6 4 11-HRU 800
3/ • , I SOLI
3/15' rHK. r 7-5" LD`IC
ALL'u. ANGLES TOP 3
BOTTCu Cf Y = Y BPACE
Y . 2' . 05d
D'AGCrLL POC( BRACE
3/1 r 0' -3 ALU14. L
(U,SE 1, uxri ArRD do DCuE ROOFS).
r r Y x 3/16 r 0' -r AU.3.4. L
(USE 2, FLAT do IJONOSIOPE ROOFS).
S •,2" r 3/16 x 0• -r
ALUU. L
3/6 r TNRU DOLT
r • Y 9RAGE
(SLOPED 1.IFo CASESE
PRODUCT RENEWED
ACCEPTANCE No.Q1
EXPIRATION DATE O 3 /I 2. / Z QQ Qo
DY 0 NTROL DIVISION
BUILDING CODE COMPLIANCE 01
DIAGONAL ROOF BRACE CONNECTION
ALUU BEt OR
ALVU, COIL7urr
SECTION
1' 2 (r) . 1' . r>G0' , o' - ' .L'.'v
"/2 10 2f
k r U � S .+ L E E r 0 y
10 S ... 10 CO I. CR OU
(ALTERNATE N 1)
. J 2' . 2'
4 J10 . 1 1 /2' S.
INTERNALLY TO BEAU
OR COLVU'I.
ELEVATION OR PLAN
(ALTERNATE N 2)
x 2 CONNECTION TO COLUMN OR BEAM DETAIL
- I 7 * 050"
C4ACONAL ROOF BRACE
3/16 144(. 1 G' -r LONG
ALUU. A/ICLES 10P It
BOTTCU OF T x Y BRACE
PER IUCTER 1.EUBER
Y + Y ROOF BRACE
• (SLOPED FOR USE 1
k Fur FCR CASE 2)
x
J/6 I THRU BOLT
PLAN
i 23/18 - .0' -r ALUM.L
(CASE 1, NANSARO do OOUE ROOFS).
r r 2' • 3/15 r 0' -3' ALUU. L
(USE 2, FLAT & wONOSLOPE ROOFS).
SECTION X' —X'
CASES 1 & 2
3/6 • 1Hau oar
DETAIL O
41UU BEA LIP
AL'JU COUP- J(1
P(RtuETER .E)49CR
3/6 0 THRU DoT
x•
r
1
F1RST PANEL ROO4
BRACING REO D AS
PER SCHEDULE.
3/16" T1-1K. x r x r ALUU. PLATE
EACH SIDE (EfERIOR)
3 x Y r 3/16 x 0' -
ALLJN. L
P ERIN ETE uEu BER
3/8 • T1♦RU BOIL
3/16' THK, x ,2 x 3" *Lou. PLATE
EACH SIDE (ErTERIOR)
OPAC'r'G �['")0
PLa SC(D•AL
J
• / / / /j /, /
/' /•/
/ /
/ / /
11'fEFuE04 PA'JCL
DIAGONAL ROOF DRACNG
RCO 2 AL'AAYS EACH SLOE
NUMBER OF DIAGONAL BRACING REQ'D AT FIRST
AND LAST ROOF PANELS IN ADDITION TO
INTERMEDIATE ROOF PANEL BRACES SHOWN ON PLANS
IILIECOING.
TYPE A
(PLAN)
TIL.LIT TESTING t ENGINEERING CCUPANY
r)1` N,• 41M 51. S. 717 )"!!
w.UCp •. Tr jr1 Jr . r C.
LAS1
POOF
rITETVUCDtATE
000F PANEL
n R�1
Poor PAr:u
C*k.CtOL ORA(( —
FEO O. OHO' T I S
ICCAnON
-
/ /// //' r/.
TYPE 8
(PLAN)
ROOF BRACING REQUIREMENTS
L - POOP PROJECTION
H• - SOE 'WALL HEN OR THE AvtRAGE BETrEEN
THIS FRONT wALL HEIGNr ANO 1I.< HEIGHT At
EXISTING S1RUCTURE.
PRODUCT RENEWED
ACCEPTANCE No. C ! - 12 I O. Q z
NZ.. .1 AI
EXP LION DATE
By
PRODUC CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
41 40
SCREEN ENCLOSURE
RECOL ENTERPRISES
.(4 •■.-,•
cc' P.4
13280 4'N, 43 AVENUE
CPA- LOCKA. FLORCA 3305
'+R
APPROVED AS COMPLYING WITH TILT
SOUTH FLORIDA (WILDING C00E
DAlr
19 C IL
Ct
PRODUCT CO ROE DIVISION
LIUIUING CODE COMPLIANCE OFFICE
\CCEPTANCE
SCAIC
9 /I(1 /9
DATE
9,1 — 1� S
O ft A ).4 INC No
,H(I1 Or 1.
/
/
I
��
\ \\
ALUU, 11(AU --'
x
2' • Y PURUN w/
4 110 I 1/2' S.u.S.
oHfERrVLLY) 1YP. t0
01/4
J /15 TIN. 6 x BEAN'S
DEPTH 6063 -T6 ALUM.
PUrE EACH SIDE (INTERIOR)
RCO'D AT ALL CbNNECTICt4S
DICErT AT w4-4 0 BEAN
SPUCC DETNL 6J. —�
3/6 0 THRU BOLT
2 f I4 r 3/4' S,N,S.
AL U141NU14 OE14.4
PLAN
SECTION X —X
CASES 1 & 2
DETAIL
3/6 4 11-HRU 800
3/ • , I SOLI
3/15' rHK. r 7-5" LD`IC
ALL'u. ANGLES TOP 3
BOTTCu Cf Y = Y BPACE
Y . 2' . 05d
D'AGCrLL POC( BRACE
3/1 r 0' -3 ALU14. L
(U,SE 1, uxri ArRD do DCuE ROOFS).
r r Y x 3/16 r 0' -r AU.3.4. L
(USE 2, FLAT do IJONOSIOPE ROOFS).
S •,2" r 3/16 x 0• -r
ALUU. L
3/6 r TNRU DOLT
r • Y 9RAGE
(SLOPED 1.IFo CASESE
PRODUCT RENEWED
ACCEPTANCE No.Q1
EXPIRATION DATE O 3 /I 2. / Z QQ Qo
DY 0 NTROL DIVISION
BUILDING CODE COMPLIANCE 01
DIAGONAL ROOF BRACE CONNECTION
ALUU BEt OR
ALVU, COIL7urr
SECTION
1' 2 (r) . 1' . r>G0' , o' - ' .L'.'v
"/2 10 2f
k r U � S .+ L E E r 0 y
10 S ... 10 CO I. CR OU
(ALTERNATE N 1)
. J 2' . 2'
4 J10 . 1 1 /2' S.
INTERNALLY TO BEAU
OR COLVU'I.
ELEVATION OR PLAN
(ALTERNATE N 2)
x 2 CONNECTION TO COLUMN OR BEAM DETAIL
- I 7 * 050"
C4ACONAL ROOF BRACE
3/16 144(. 1 G' -r LONG
ALUU. A/ICLES 10P It
BOTTCU OF T x Y BRACE
PER IUCTER 1.EUBER
Y + Y ROOF BRACE
• (SLOPED FOR USE 1
k Fur FCR CASE 2)
x
J/6 I THRU BOLT
PLAN
i 23/18 - .0' -r ALUM.L
(CASE 1, NANSARO do OOUE ROOFS).
r r 2' • 3/15 r 0' -3' ALUU. L
(USE 2, FLAT & wONOSLOPE ROOFS).
SECTION X' —X'
CASES 1 & 2
3/6 • 1Hau oar
DETAIL O
41UU BEA LIP
AL'JU COUP- J(1
P(RtuETER .E)49CR
3/6 0 THRU DoT
x•
r
1
F1RST PANEL ROO4
BRACING REO D AS
PER SCHEDULE.
3/16" T1-1K. x r x r ALUU. PLATE
EACH SIDE (EfERIOR)
3 x Y r 3/16 x 0' -
ALLJN. L
P ERIN ETE uEu BER
3/8 • T1♦RU BOIL
3/16' THK, x ,2 x 3" *Lou. PLATE
EACH SIDE (ErTERIOR)
OPAC'r'G �['")0
PLa SC(D•AL
J
• / / / /j /, /
/' /•/
/ /
/ / /
11'fEFuE04 PA'JCL
DIAGONAL ROOF DRACNG
RCO 2 AL'AAYS EACH SLOE
NUMBER OF DIAGONAL BRACING REQ'D AT FIRST
AND LAST ROOF PANELS IN ADDITION TO
INTERMEDIATE ROOF PANEL BRACES SHOWN ON PLANS
IILIECOING.
TYPE A
(PLAN)
TIL.LIT TESTING t ENGINEERING CCUPANY
r)1` N,• 41M 51. S. 717 )"!!
w.UCp •. Tr jr1 Jr . r C.
LAS1
POOF
rITETVUCDtATE
000F PANEL
n R�1
Poor PAr:u
C*k.CtOL ORA(( —
FEO O. OHO' T I S
ICCAnON
-
/ /// //' r/.
TYPE 8
(PLAN)
ROOF BRACING REQUIREMENTS
L - POOP PROJECTION
H• - SOE 'WALL HEN OR THE AvtRAGE BETrEEN
THIS FRONT wALL HEIGNr ANO 1I.< HEIGHT At
EXISTING S1RUCTURE.
PRODUCT RENEWED
ACCEPTANCE No. C ! - 12 I O. Q z
NZ.. .1 AI
EXP LION DATE
By
PRODUC CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
41 40
SCREEN ENCLOSURE
RECOL ENTERPRISES
.(4 •■.-,•
cc' P.4
13280 4'N, 43 AVENUE
CPA- LOCKA. FLORCA 3305
'+R
APPROVED AS COMPLYING WITH TILT
SOUTH FLORIDA (WILDING C00E
DAlr
19 C IL
Ct
PRODUCT CO ROE DIVISION
LIUIUING CODE COMPLIANCE OFFICE
\CCEPTANCE
SCAIC
9 /I(1 /9
DATE
9,1 — 1� S
O ft A ).4 INC No
,H(I1 Or 1.
90E PLATE SCHEDULE
TOP Y BOfCU PLATE SCHEDULE
aU1.4
8EA.M
L
1
TOTAL Of EQUALLY SPACED
114x3/4' SUS FOR EACH PLATE
lop 8: 901TOu.
458
d
1/9
6
41.13
a'
1/e
8
658
IT
1/3'
10
7L3
Id
1/8•
10
alb
le
1/8'
id
91.13
14'
1/9'
16
10L9
I T
3/ I ff
22
90E PLATE SCHEDULE
R ATE RIO
aU1.4
A
1
452
r
I /8"
413
3'
1/Es-
658
5'
I/8•
718
6'
1/5
612
r
I /Fr
91.9
d
I/ •
1 OL13
9'
;/r
■
PTJR I11E1 CR
1.4[.4DER (TYP.)
FOR DCAI.4
CONNECTION:
EXIITNG
sol
NOTCHED BEAM A
COLUMN LOUnON
OR UNNOTCC0
2 X 2 PURUtl
SECTION
2 X 2 X 3/15' X t I.C. ALUM, L
N/ 3 / 1 4 S.W.S. TO CCL AND
3 1 S.U.S. TO SCAM (3/4 LONG)
BEAM /FASCIA CONNECTION DETAIL
2 110 S.14.S. (TYP.)
1 -1 /2' LONG INTERNAL
FOR PURUN CDNlIECT1oN:
2' x 2 x 1/5' x 2' LONG. ALUU. L w/ 3 114
S.44 S. 10 COL 6 3 114 SJa.S. TO
PuRUN (3/4' LO }IC).
CASE 1
x 7' . N /2 1 10 S u S.
r 17' TERNAL) TO 8EA+ A
1 X 3" S.u.S. 0 24 0. C.
0 rAS.C.A
2 X r x I/8 x 2'
(7LD. 1r UNDER)
4• (_9. TO 1 0113
ALUU. ! EA. SCE w/
J ((10 S.u.5. TO 9U4
ANO N/ •• TO rASCA (SEE BELL)
REINFORCE FASC',A CONr.ECnG+i TO
ExJST;NG RAFTERS W/ 3 . 26.6 x 3 1/2'
LONG W000 SCREWS SPACED AT 1' 0. C.
VERTIULLY, AN0 w/ t' EDGE D SrA14CE TOP
OorTO■4,
USE 2 3/r. X 5' LAG SCRCA'S EA. SLOE.
SPACED 2' O.C. PERT. TOR 101.9. 9113 r 61.13.
BEM4S.
USE t 3 /Pro x 5' LAC SCRE0, U 510E
FOR REST OF 9EAPS.
LCCATE LAC SCRCA'S 'N 1 1/2' EDGE
DISTANCE FR O4.4 TOP Jc DOTTOU Of
FASC'.A.
/ z'
ALUU. COLUUN
SLOPED BEAMS
2 /10 S.u.S. (TYP.)
1 -1 /Y LONG INTLRNAL
1' x 3" x 0.082' x 3' ALUU. L
OR BENT PLATE w/
114 s.U.5. (3/( LONG)
FLAT BEAMS
t -1 /T WM.
BEAN
OR 2x2 PURLIN
3 10 S.u.S.
(J 4' LONG
ONLY FOR 8 EAJA
CONNECTION.
2 110 S.V.S.
t -I/2' LONG
tr4TERr Al
1
(DOM ROOFS)
2 110 S.u.S.
I -1 /2' LONG
INTERNAL
CASE II
SEE Tr2 .)L DU 10 CCr_
CO CN ;4Ct44L 4
CAS C 1 12{4 1.
FASCIA CONNECTION DETAIL
7' x 7' x I/5' x 4 ALUU
L LA 510E w/ 3 /12 S.0 S.
TO COL. A 2 -3/3 ■ S
LG. LAC sCRCrt TO
8' ulH LFNGrH X 8' WIN.
• HECHT IfVOO SPACER •
EA. CoLUUN,
PE ETFi7
UEU5ER
.032 SLEET
ALUM. CAP
w/ 2 /1O S.
To E(A4.
CASE 2
TYPICAL BEAM & PERIMETER MEMBER
CONNECTION TO COLUMN DETAIL 0
PRODUCT RENEWED
ACCE?TANCE NaN ()22 F$ . 08
EX?LFtAlION DATE 03 12- /Z-0 (
Dy
PR CONTROL DIVISION
L3UILDLNO CODE COL. PLJAN'CE OFF',Ct
AL 1.4 . BEM
1 1/t x 2 -3/16 x
x 0.067' x S LC. ALUU.
( A' /3 1 S.U.S. TO
C OI. DR BED & 3 (12
S.A.S. EA 90E TO
SPACE (TOP (e Bo1'Ou)
4l OR 4LC
3EC, 'SC CR 41..0
1s FASCIA
KARL) 7' 1.4IN. NGUIIJ L
TNICx'4ESS X 6' 110
ALUUit1UL SPUCE PLATE EACH SIDE
NSIDE ALUUINUM BEAN. 1/8' THx.
(6063 -T6 ALLOY) w/ 16 /14 z 3/4'
S. S. S. U. S. EA. PUTS.
A
AOprar4.L T x 7' x 1 /5' x
ALUU, <[...'CH SIC( Wirrl
7( 17 x 7/4• S u S. 10 COL
u10 1/4 6 x 7 - 1 /4 1APC0■1
A':C.I.ORS 10 CP RE00
0"l' 10r 4 LC k 6SC CiAU'4rHS
USED .'/ ROr, 9 04 4 6 6SiJ
10 ICLP.
4 THICK CONC. SLAB
6x6. wt . 4 x w 1.4 A''04
8' x r COfl . -
CONC. roolctG 'M %
2 /5 RE3AR
SECTION
7-
co , 'I
X -x X - X
MANSARD ROOF
SPLICE DETAIL
2 -1 .1/4 S u S. EACH SirC.
� - T x T x 1 /1f x 7' Al uU < rA tmr
w/ 1/4' r 1 3 -I/4' TAI ArICIK)II,
10) COrn;al:C
/ 1 4 1 3/ 4 5.5.5 L
SZE SCHEDULE FOR
01Y. EACH PU1E
BEAM
1' X 7' AL'u■.4( N/ 2 10 x 1 -1/7'
5 u 5 (-1m1r 4.) TO COLUuN
EACH SIOC ANO Kinl
1 1- T 1/4• x
A7' +cl 3RS TO CCr+CR[1[ 0
1/2'
SECTION X -X
N.T.S.
COLUMN TO FOOTING ANCHORAGE DETAIL
2' 'NUE ALUM. SPLICE
PLATE TOP t 0071044.
I/3 TH)(. (506.3 -16 ALLLII)
N
z
W
NOTE: SPUCC CE1AA. L4IST OE
LOCATED AT 7' -0' 140114‘.11.4
rRO14 COLUMN.
n• I)
ci
z
O
AMMO AS COMPLYING WITIi T1if
SOUTH FLORIDA [WILDING I COnE
oATE UL 1-_ 19 =1
I;Y I- ` 6x c• ���
PRODUCT CON N. DIVISION
GUILDING CODE COMPLIANCE OTFICC
ACCEPTANCE N0.1� 11 x �2t•�-(
IILIECO ►N.
TILLIT TESTING t ENOINEERItIG COLPANY
4 ;1) 7'4 w. 14 U il, P•. 217 u1^YMV G.pL n. 7)166
P , : (.305;671- 1 r,. (Jro)171 -, 11 1
wAL1ER A, It111 Jr , P, [ .
F10PIOA L., . 44167
SCREEN ENCLOSURE
RECOL ENTERPRISES
13290 N.W. 43 AVEN■E
OP A - l OC N.A. FLORIDA 3305 4
r+. ,o
47'1.�
4(.1+
�rt
II /6/13
r
•■ n.
yrt
S CALL
9/16/94
DATE
9I - 193
ORAWINO No
SII(CT 3 Or 6
D 044 OR
COL SPACING
PRODUCT RENEWED
ACCE ITAN CE Na(�� - Qn
E 'iRATION DATE 0," 2.l of) 1p
Or
( ritODNTROL DIVISION
e CODE COMPLIANCE OF - 14-,.
ALUUINLN
BEAUS
5' - 4AX
BEIWEET4 2x2
4 AX. PURUNS
co_u■4N
HEIG14T
3' d
cr,1, 4 1 S1 NLr UI�L
ALUMINUM CCCUI.4NS (TYP)
RETURN CABLE
(REQUIRED EACH 'NALL)
DETAIL 3/3
(TYP)
PER11.tETER uEUBER
CETAJL 3/3
(TYP.)
WALL BRACING
E ON
5 & 6 Or 6.
[ v( •nr . ,? r.S'A SIC r�crA
C1 'I[rT1rrl L - 1 AL 7 /3
EiItSTNC
STPUCTLR E
D€TAJL
(TY?)
%AU. BRACING
(SEE SCHEDULE) TYP.
ON SHEETS 5 t 6 OF 8
TYPICAL DOME ROOF ISOMETRIC
ALVu�rll,'u 3G 5
PERiuE uCvf
urx
LAI
COW4rH
5'-0' uAX IDC I , 1
OCTAECN 2
PURUNS
[TAIL 3/3
(TP.)
I NLL ARAir10
SCREEN
CONCRETE SLAB & r001
3/3
ALU'u IfIV1A CO uW4S (TtP)
CETAJL 0/4 (TYP)
1 x 2 ALL AR OVtID
RETURN CA3LE
(REOLA:REA J(N SCE WALL)
OLTAx 3/3
(Tr P)
5 - uY\
BETNEEN 2,(2
WY. PU P VIIS
COLVu
HEC)1T
TYPICAL MANSARD ROOF ISOMETRIC
x 2 ALL
APOUHO
Kf CTTR u[ups:77
BEAN OR COL
SP AC 1HQ
TYPICAL MONOSLOPE RO
00r BRAG'N
EC SCHEOUtE) Ttp�
cei SHEET 4 or 6 -
ALUUINU'1A COIUUNS(TYP)
c• &3/3
(TT"P.)
wALL BRAar4G
( SEE SCHEDULE) TYP.
N SHEETS 5 4 6 OF 6
- 44.�0nrn,.4 nE4>4;
Dist G SI1 T1(et(
DOE
CONCRETE SLAB & r00TInC
CORNER COLUuN (tYP
TYPICAL FLAT ROOF ISOMETRIC
I
Sc n(C.4
DETAIL 3/.
(TYP.)
RETURN CAOLE
(RCOUREO EACH WC WALL)
ALUupIUU B6A44S
OCTAL 7/4 CORNER
(TIT). COLUUN
(TYP).
DCT
(TrP)
CO4+C1 E SLAB &
*ALL BRACING
St E SCHEDULE) TYP.
SHU.F5 5 k 6 OF 6
OF ISOMETRIC
2 x 2 CHAIR
RAC 41.L AR 1
GR D -L oDUCT RENEWED
sPa.CINC
3/3 ACCEPTANCE No. `7 7 - 1 212.0 Z
IILIECO
11, TILLJT TCSTINO k ET+GINEERR4c CX)),IPANY
bar S N.w. AU, n., v.. 717. 045, n. > J151
P,_.. : 03:1 ;111 -1S . r..: (x)1 -1)31
WALTER A. T111R ,1 . P. L
ROPICA L< 4 4 1 67
41C,
NOTES gPPLICABLE TO ISOMETRICS
1. sEc ocr ; ric' C X1MLS
2. SEE
3. SEE
4. SEE
I,NALL BRAU44O DETAILS
'DETAILS 1. 2. 3, 4 4c
�
DETAILS 7. 8 k 9 ON
5. SEE DETAIL 5 ON SHEET 6
CN Si 110 4 OF 6.
AND SCHED ON SHEET 6 Of 6
5Or4SICET 3OF6.
SHEET 4 OF 6.
OF 6.
EXPIRATION DATE R Z 1
B V j
PRODUCT (NTROL DIVISION
BL'IT DING CODE COMPLIANCE OFFICE
RECOL ENTERPRISES
13290 N.'%. 43 AYtNUC
OPA- LOCK*. RORIc:A 33054
1.
Co
cn.
Y.1
1
.cl, No
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
011E.
LY LL-19_1%
—/Z6-4,
PRODUCT COW1101 DIVISION
DUIIUING CODE COMPLIANCE OFFICE
ACCEPTANCE N0 1 `j(Y_a�o /
SCREEN ENCLOSURE
merrION
rn
SG4I
9/10/94
OATS
94 - 193
DRAWING No
S1I(L1 2 Or 6
BEAM SCHEDULE (ROOF)
r PE
SIZE
(R -JCH)
THICKNESS
(INCH)
MAXIMUM CLEAR SPAN
FOR A GNEN SPACING
8
H
T1
12
4' -0"
5' -0
6' -0'
7' -0
350
2
3 •
.050
.D50
10' -0 •
9' -4' •
3' -9" •
,
8' -4'
4SO
2
4
.050
.050
12' -
II' -9
II' -0 •
10' -3 •
4LD
2
4
.050
.120
15' -0 •
14' -T •
13' -4' •
12' -3' •
650
2
6
.052
.120
21' -3' •
19' -9' •
18' -7' •
1T -3 ••
7L0
2
7
.062
.120
24' -1 •
22' -4' •
21' -01■
IT-7
OLD
2
8
.072
.224
30' -10'•
28' -e'••
27' -0
25' -5••
9LD
2
9
.072
.224
33' -11'••
31' -5••
29' -7"•■
7' -1p••
1 ow
2
10
.092
.389
42' -3' • •
39•-3 ••
36•-511
34' -0" • •
COLUMN SCHEDULE (NON BEARING WALLS)
TYPE
SIZE
(INCH)
THICKNESS
(INCH)
Max. CLEAR COLUMN HEIGHT
FOR A GNEN SPACING
B
H
Ti
T2
4' -0'
5'-Cl"
6' -0'
7' - CU
3SC
2
3
.050
.050
T -trf
7'-4
N/A
H/A
4SC
2
4
.050
.050
9•-6
8' -7'
T -10'
7' -2'
4LC
2
4
.050
.120
12•-5'
11' -6
10' -if
9' -10'
6SC
2
6
.062
.120
15'-O
15' -O
14•-Z'
I3' -Z
COLUMN SCHEDULE (BEARING
WALLS)
COLUL4N HEICHT
A GNEN SPACING
PE
SIZE
• (INCH)
THINKNESS
(INCH)
I Aa :. CLEAR
FOR
B
H
T1
12
4' -0
5' -0'
6 -0
7' -0'
35C •
2
3
.050
.050
7' -71_
6•-II"
N/A
N/A
4LC
2
4
.050
.120
11' •5
10' - r
9' -4'
3' -r
6SC
2
6
.062
.1 20
15' -i
14' -0'
12' -9'
11' -9'
TH4ESC ROOF BEANS CAN DE ATTACHED TO SUPERCUTTER ONLY wflH REIINFORCEl6+E14T TYPE
OR 'Pt RENFORCE4EN1 TYPE 2 FOR SPACINGS AND SPANS IHO•UTED AT SCHEDULE.
THESE ROOF BEANS CAN FlE ATTACHED TO SUPERGUTTEA OHtY WITH RCINFOP.4D T TYPE Z
f(xi .rACINGS MIO SPAN u4OICATED AT SCHEDVtr. NCYER L./SE tYPE t PEW ORM -4EM
IN THIS CASE.
r -
.�6a
''.050
1 X2__PAT 0 CORNER COLUMN
--� - 1.33d
50
1•
7
• TD BE USED WITH 3S8, 4S9 do 4L3 SEAA4S CIJLY.
.050
BOX PURLIN
2"
050
.168 D'A
PERIMETER MEMBER
.34-.5
T1
k
-[ 1.514' - (--
(SB) OR (SC)
SUPERGUTTER
PRODUCT RENE" ED
ACC EPTA.Nc O ` 6
. 0
E.X11110N DATE 0 172- g
42 }� 1 L Iti N
`rI7t0 D TSt01
f JtLD°.N43 COVE OIDUZLIAN(.. (h'TX E
.425 -
SNAP BEAM CI!? COLUMN LAP BEAM OR- COLUMN
(LB) OR (LC)
GENERAL NOTES
THIS STRUCTUPE HAS BEEN DESIGNED 4 ACCORDANCE WITH 111E
199 EDITION OF THE SOUrII FLORIDA OU1LOING C000.
w :ND ` CDNSICE , RED IS 110 u P I.
2 SCREEN FABRIC CPENINC,S SHALL OE 60: OR CREATLR,
3 uAx(t,UM ROOF ELEvA110N AOOvE GRACE IS 15' -
4 ALU3.41NUu THICKNESS SHALL OE AS , NOICATED OH THESE CRA'wINCS
‘6 APPLICABLE TOLERANCES IN ACCOROAIJCE ' THE ALUMINUu
ASSCCIAT10N • ALjL4INU14 5TAJ AND DATA - . 1900 E01HON
5. A LL ALL NU'u ExTRu51045 SHALL DE G053 -TO UNLESS 0THERw15E
NOT
6 ALL 0OLTS TO 80 2024 -T4 ALUUCNU• ALLOY, 300 SER :ES STAINLESS
STEEL, OR ASTj` A -207 DESIGNATION C.At.vANIZED STECL
7; ALL SCRE'AS Sw DE 024 - T4 ALUWINUu ALLOY OR 10D SERIES
I STAJNLESS STEEL. I
8. ALL Ea2ANSION I ANC■HCRS SHALL OE GALVANIZED OR STAINLESS S1 CFA
RED HEAD SLE E ANCHORS OR TAPCON ANCHORS.
uINRALILI PEr4ET INTO CONCRETE SHALL OE 1 -3 /n"
E■J6E0uENT LENGTHS NOrEO ON 0RA'.v1NG SHALL rIOT INCLUDE
STUCCO GR FINISH UATERIAL.
9, W000 FASCIA WHERE SCREEN ROOF IS TO BE ATTACHED SHALL HAVE
A 1.4INIMUM NOUIIUL THICKNESS OF 2' AJID SHALL DE IN A SOUNO
STRUCTURAL CONDITION. AOEOUACY OF THE EXISTING STRUCTURE
SUPPORTING THE SCREEN ENCLOSURE S14All OE vERIED Or A
FLCRIOA REGISTERED ENGINEER PRIOR TO ArTACH L∎Erif OF THE
SCREEN ENCLOSURE STRUCTURE.
10. DOOR LATCHES AT SCREEN ENCLOSURES BUILT ADJACENT TO
SWIMuING POOLS SW'LL BE LOCATED AT 5' -5 ABOVE THE FLOOR
ANO SHALL 8E SELF CLOSING.
11. ELECTRICAL SERVICE DROP CONDUCTORS OR ANY OTHER OVERHEAD
WIRING SHALL NOT BE INSTALLED OVER ANY PART OF ANY SCREEN
ENCLOSURE.
12. AIJY METALIC ENCLOSURE WITHIN 5 -0' OF THE INTERIOR WA1.L OF
A SHIMMING POOL SHALL BE ELECTRICALLY DONDED IN ACCORDANCE
W ITH THE NATIONAL ELECTRICAL CODE.
EC41Na.
TI WT TEsT1H0 t ENGINCERRIC CCLPANY
slr row, :10 51. $,* 717. r1 )1151
P,.. �. : (30‘).1/ -1130 . r41 ; (J03)E71 -15)1
SCREEN ENCLOSURE
. RECOL ENTERPRISES
..cy, 11
13210 N At 43 A\EN4.IE
OFA -IOC-A. ROP 330101
Yrt I mr.. R. Y't
YR
BEAK
9/10/94
OA IC
`)4 - 1'J
DRAW ■NQ Ho
/ 12.J/4
5• TYP,
TOP k 80T70u
FULL LENGTH
,rAt1ER A, Tsar Jr., P. E.
rLCRIOA L.. 441E7
13, uIN1N4UU SOIL BEARING PRESSURE SHALL OE 2000 P.S.F,
14. CABLES SHALL BE STAINLESS STEEL AND SHALL HAVE A UINIMUM
TENSILE CAPACITY OF 2200 Lbs.
15. CONCRETE FOOTING TO DEVELOP A MINI UI1 COuPRESSION STRENGTH
OF 3000 psi AFTER 28 DAYS. CONCRETE UIXTURE AND PLACEMENT
TO,COPPLY WITH THE PROVISIONS OF THE ACI CURRENT EDITION.
16. REINFORC NG STEEL SHALL BE ASTM A -615 GRADE 60. WELDED
WIRE u+ESH SHALL COMPLY 'MTH AST A -185.
17. ALUMINUM 1•1EMBERS IN CONTACT wITT■ CONCRETE AND W000 SHALL
BE PROTECTED BY • KOPPERS BITUUINOUS PAJNr ACCORDING TO
S.F.B.C. SECTION 3004.4 (d) AND (e), WHEN ■ IN CONTACT 'MT11
PRESSURE TREATED W000 TO BE IN ACCORDANCE wtrH 5.F.0 C.
SECTION 3004.4 (f).
PRODUCT RENEWED
ACCEPTANCE Na J) - j 2 Z. 02.
F1CYL' TON DATE PARCH 1Z
BY
PRODUL CONTROL DIVISION
BUILD LNG CODE COMPLIANCE OFFICE
APPROVED AS COMPLYING WITH TILE
SOUTH FLORIDA UUfLDIf(G CODE
4
PRODUCT CUB Ol DIVVS;ON
UUIIOiNG CODE Q
COMPLIANCE OFFICE
ACCEPTANCE NO.ga Q6
' If CI 1 Or r
DRAWN BY:
JUAN JARA
DATE:
I -11 -05
SCALE:
1/ : I' -0"
JOB No.:
RHEAULT
SHEET
A--1
12' -a'
TOP VIIW
NOTE:
DCISTING CONC. FOOTING AND SLAB DONE
AND CONSTRUCTED BY OTHERS,
EKONT VIEW
1 ' -1a'
6' -2"
6' -2"
1
6' -2"
2 X 8 BOX BEAMS.
37' -2"
6' -2"
6' -2"
7'-2"
6' -2"
I/4"
I /4"
in
N
I APPROVED
s
LON.NG
SiR'JCTURAL
i ELECTRICAL
2 X 4 COLUMN.
2 X 4 COLUMN.
2 X 4 COLUMN.
2 X 4 COLUMN.
•r
.p„ 1 :ail It ;S ' ILLA
BY
h.c/ec
(fin
BATE
& � -
GENERAL •
NOTES:
. CONTRACTOR TO VERIFY ALL DIMENSIONS
. SEE ATTACHED SPECIFICATION SHEETS
FOR ADDITIONAL DETAILS.
STRICTURE SHALL BE BUILT ACCORDING
10 ATTACHED SPECIFICATION SHEETS AN D
DETAILS .
PLUMBING
MECHANICAL
BLDG., FEB 1
SUBJECT 10 COh PLIAN2E MTH kLL EulR -al ASCE 7 - WIND CODE (146 MPH)
STATE AND COUNTY RULES ANC REG_ :LA110 5'
YLORIDA BUILDING CODE 2001
ORS ARE OPTIONAL, CONTRACTOR TO
VE`.21FY LOCH "1( N
REVISIONS
BY:
PLAN