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tits \i/R►TCe- c E e ow>
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FLOTArrto%.1 ANAL.YStS AS I1.101GAT6v
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t!F1�1: bS+6rL11 �E�` r►oc_PastGl 1L.4bytDt 6
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GRsuN 0 ALL BCAO-S l.I6t Mdrot<
L�.00r�RS �Tc. \v/ At 8 wtR6
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TYPE
SIZE III.
THICKNESS I11
MAX COLUMN HEIGHT
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DESCRIPTION
FASTENER
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BEAM SCHEDULE (FEET a INCHES)
Ti
THICKNESS ill•
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MAX. BEAM CLEAR SPAN
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AT EACH PUPLIN
iBEAM COLUMN CONNECT ,'ON
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COMPONENT MEMBERS
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ANCHORAGE
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'ENEPAL MOTES :
1. DESIGN LOAD: WALLS IN AND OUT 15 PSF, ROOFS UP AND DOWN 7 PS f.
2. SCREEMELOTII OPERINGS TO BE 601 OR GREATER.
3. ALUMINUM SEAMS AND COLUMNS SMALL BE A WIN. Of .055' YMCA WITTI
TOLERANCE AS PER ALUMINUM ASSOC. COIaSTRUCTIGR r.ANUAL•
4. ALL/ADAM CMAt� Malin. BOTTOM RAIL 'WAIL F PLATE. CORK
COLU17.f A+0 T PERIMETER P. SHALL DE A MIN. OF 453 TNICI WITH
NO N1NUS TOLERANCE.
5. AL. E*POSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR
ALL EXCEPT CABLE MARLWARE FASTENERS 104104 MY BE HOT- !LIPPED
GALY. STEEL.
6. ALL MASONRY ANCHORING DEVICES SMALL BE UDE QC NON- CORRWhK
APP DUAASI MADE CONSTRUCTION OR DE OF VIRII■ P.V.C. PLASTIC OR MTEUTAI. OF
7. BOLT AND SCREW FASTENINGS THRU All OPEN SEL110N OF EXTRUSION INTO
FASCIA OR SLAB MUST HAVE A HEAD DIAMETER OF 3/4' OR USE A WASHER
Of 3/4' MIN. DIAMETER.
8. ALL COLS. SMALL BE FASTENED TO BEAMS OR STRUTS 91114 FASTENERS OTHER
THAR INTERIOR SCREWS.
9. 5053 -T6 ALV'1NUM ALLOY BEAMS WILL BEM EXTRUD. IDENTIFICATION
Mal STAMPED ONE. r00T FROM EACH END OF BEAM. FOLLOWING ARE
APPROVED HARKS: 805 5063 R 63 - T6. A153
10. IN ADDITION TO BEAM BEARING COLUMNS. CLIP ANGLES ARE REQUIRED OF
SIDE COLUMNS a -a'-0' c-c MAx.
I1.' SLABS AND FOOTINGS BY OTHERS 1.24LE51 OTHERWISE NOTED.
12. LATCHES 011 300RS Of DOORS Of SW1?MING POOL ENCLOSURES SHALL DE 5'--6'
ABOVE THRESHOLD AND SHALL 8E SELF- LATCHING AND SELF-1001.14 TYPE.
13. ALUMINUM STRAPS ME 6063 - ATTACHED TO SEM WITH #10 -5113 3 20r,..
2 3 EACH Elm OF STRAP.
:4. MINIMA LEN6TN OF STRAPS AND INSERTS TO 8E 501 01 DWI SPAN A10 -..
PLAr_ED IN CENTER Of SPM.1 x. Q.tOal r 1
5 •
LACK PANEL. PERIMETER MA. 3' T REQUIRES F NO T ADDITIORAL �F AS S TEERS.
16. SECTIONS 1, 2M ME ALLOY 5063-15. _ Al_L OTHERS ARE ALLOY 6063 -16.
ALL CONNECTORS ME ALUMINUM ALLOY 1200[24 -T4 OR EQUAL.
17. !.Ax1M.M OVER14A116 PROJECTION IS . -0N 1 FACIA THICKNESS Of 1 5/3' AIR.:
la. ALL 11 ANCHORS TO PENETRATING � M THE THICAN CONCRETE OF A Y PI 11 •
N1514 MTF2IAL i
APPLIED OVER THE SLAB.
19. THUS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH:
:- Sc*1151 Mazuw. 1.4u :7:14 T
1'332 EDITION RECOMMENCED E
MPENCED BYT THE BUILDING BUILDING CODE LL EA
ADVISORY Boom oF ALI
BEACH COUNTY. FLORIDA.
20. SERVICE DROP CONDUCTORS. OR OTHER OVERHEAD WIRING STALL NOT 59
INSTALLED ErVER ANY PART OF ANY SCREEN( ENCLOSURE.
21. ANY METALLIC ENCLOSURES WITHIN FIVE FEET OF THE INTERIOR WALES
OF VIM! N6 POOLS SHALL BE ELECTRICALLY BONDED.
22. CONC ANCHOR SM BE 1/4' 011 ' TINR EQUAL
23. THIS $CREFJI ENCLOSU RE SHIALI A NDER AND SECURED BOLT 0 TO A
PERMANENT STRUCTURE.
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24. THE SCREEN ENCLOSURE SHALL BE ATTACHED TO A MINIMAM OF 2'
NOMINAL 019TH WOOD FACIA IN ACCORDANCE WITH - SFBC $ECj10N 4405.1•
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3/32' 9 SS CABLES - MINI BREAKING STRENGTH 1200 LBS.
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( FOR OTHER HEIGHTS SEE CABLE SCHEDULE )
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NO BACK CHARGES WILL BE HONORED UNLESS
AUTHORIZED BY THIS OFFICE BEFORE ANY
ALTERATIONS OF TRUSSES ARE MADE.
Causeway
Lt.urvsksisr Cor»paar-y
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LATERAL AND FIELD BRACING is not the responsibility of the truss fabricator.
Persons erecting trusses are cautioned to use erection bracing which is always
required to prevent toppling and dominoing during erection. Where no sheath-
ing is applied directly to top chords, they shall be braced at 2'0" O.C. max.
where no rigid ceiling is applied directly to bottom chords, they shall be braced
at 4'O" O.C. max. Trusses should be handled with reasonable care during
erection.
CONTRACTOR
JOB NAME
LOCATION
DRAWN RV
tidy e por
`t/ J /31,1 G 141 r
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Catas®WLby
LusiHaur Cuss► .,&u
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0011 tk1 1177 i ,aH Hit 1600
ROOF TRUSS DIVISION '
M tJ ORDNA SCALE S Pri%tt OA1 t r6r2.0 7 3 3i
NOTE: ALL TRUSSES SPACED . 2'0" CENTERS UNLESS OTHERWISE NOTED IN LAYOUT
Iil 35,
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LOCATION MAP
SCALE C=150
SKETCH OF SURVEY
ORDER NO. 8090 DATE: March 21, 1985
FIELD BOOK 315, Pages 15, 16 SCALE: As shown
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
V. Pres.
30
O
sT -
SURVEY of Lot 7, Block 3, of "EARLETON SHORES" according to the Plat
thereof recorded in Plat Book 43 at Page 80 of the Public Records of
Dade County, Florida, being situated in the Village of Miami Shores.
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct
to the best of our knowledge and belief as surveyed and platted under our
direction in March, 1905. We further certify that this survey complies
with the Minimum Technical Standards for Land Surveying in the State of
Florida, Chapter 472, of Florida Statutes.
N
J
B. M.
ELEV\
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01
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r - X' [ —X X - '- Ti-
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SCALE C=150'
SKETCH OF SURVEY
ORDER NO. 8090 DATE: March 21, 1985
FIELD BOOK 315, Pages 15, 16 SCALE: As shown
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
By: (<\‘'' 0 . V. Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
SURVEY of Lot 7, Block 3, of "EARLETON SHORES" according to the Plat
thereof recorded in Plat Book 43 at Page 80 of the Public Records of
Dade County, Florida, being situated in the Village of Miami Shores.
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct
to the best of our knowledge and belief as surveyed and platted under our
direction in March, 1905. We further certify that this survey complies
with the Minimum Technical Standards for Land Surveying in the State of
Florida, Chapter 472, of Florida Statutes.
N
ASPHALT PV \;
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POST
SKETCH OF SURVEY
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N
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76.36
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LOCATION MAP
SCALE C=150'
SKETCH OF SURVEY
ORDER NO. 8090 DATE: March 21, 1985
FIELD BOOK 315, Pages 15, 16 SCALE: As shown
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
By: (<\‘'' 0 . V. Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
SURVEY of Lot 7, Block 3, of "EARLETON SHORES" according to the Plat
thereof recorded in Plat Book 43 at Page 80 of the Public Records of
Dade County, Florida, being situated in the Village of Miami Shores.
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct
to the best of our knowledge and belief as surveyed and platted under our
direction in March, 1905. We further certify that this survey complies
with the Minimum Technical Standards for Land Surveying in the State of
Florida, Chapter 472, of Florida Statutes.
N
ASPHALT PV \;
' \ C UT NAIL CUT NAIL A• -
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QvtQti.?v64•1,,�,� Xtc�►. c .t: 00.1•1OAv.13*i W �
w
t iOi. it itA 4 rt 4 1 3 14 0 047 12 1 AGE:.• 40 464* V t t �-t-
M tdtl'. eSk opt. ttjk:64?tS6 t40-C¢D •
i
,,...... ..._.., - ........3 ..,, Yom.
it 4111111TIIIITTITITIAMTHE.Unl ITTiI f flfli trfirri. 11
1 5 0.
1
13107 K TIOCt+ct FR WI. 19 liA44 3 + +r+
•
r
F ,
• i
7 I /8'
ow Q
CORNER P,W
25/9"
ti
725
Ti
JI'
2 1/r
VARIES
2 5/8'
VARIES
7 /r1.
8 9/16'
SPECIAL PANEL SECTION
2 5 /B'
TYPICAL PANEL SECTION
MOUNTING HOLES 12 7/2' 0.c.
RETURN
050
CROSS SECTIONS
r 1/8"
'a
r
i
0
2 '/T , / ,S /le
0' -J /4'
X 4'
ti --
BLOCKING
Ito
.060
TYPICAL
1 7 7/r .
L U1
rn-
BL OCKUVG
STUO ALAY 8E INTALLEO
IN REVERSE OIR£CTION
X2 PA770
8LOCKING P
Iir
7
®DUCT RENEWED
ACCEPTANCENo.g1 OR) q
c1 EDDD
EXPIRATION DATE
By
'R• DUCT CONTROL DIVISIO,
BLIILDL' '0D5 CONIPLIANCE0
ALL SI1)05 J /8' (7P, )
ALL APPUGIIGNS
INCLUDES S17.10CEi 11
1/4 -20 X J/4
18 - STAINLESS STEEL
KNURLED STLIOS
72 1/2' 0.0.
J /4' ( PP. ) AU PLM r70NS
ANCHOR /OUM7NG HOLES LOCATE ON
• EITHER HORIZONTAL 01? VERTICAL LEG.
1 /2'0 FOR REMOVABLE, 1/4'o FOR PERkANANT
ANCHOR SPACING vs. OfSIGN PRESSURE
1/8" ANGLE MAY VARY W SIZE ANGLES STU00E0 IN
e.g. 1.5.0.5 2rJ, 24 or 5.25,2.25 SHORTER LEG ONLY
STUDDED ANGLE DETAIL
1/8" r 11/2 FLAT ST1.1O0E0 STRAP MAY 8F. USED IN PLACE OF ANGLE
COMPLIES WITH:
S.F.B.C. 1994 EDITION FOR DADE COUNTY
SOUTH FLORIDA BUILDING CODES CHAPTER 23,
SECTIONS 402.3 ADOPTION OF ASCE 7 -88,
2314.5 FATIGUE LOAD TESTING,
2315 IMPACT TESTS AND 1994 S.B.C.
DESIGN CRITERIA:
WIND LOAD PER CHAPTER 23 OF S. F. B.C.
PRESSURE REQUIREMENT CALCULATIONS MUST BE
PERFORMED PER ASCE 7 - 88 "MINIMUM DESIGN
LOADS FOR BUILDING AND OTHER STRUCTURES"
DEFLECT /ON — L /30 W /2" MAX ON POSITIVE LOAD
GENERAL NOTES:
THIS APPROVES ALUMINUM STORM PANELS DESIGNED
FOR THE FOLLOwING LOCATIONS:
A. NON COASTAL ZONE BUILDING
8. COASTAL AND NON COASTAL ZONE BUILDING
ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR
STORM PANELS SHALL BE •060 5052 H - ALUMINUM OR
SMOOTH OR EMBOSSED, WITH' A NOM INAL WIDTH OF 12
THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR
HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPEC /FICATIONS
HEREIN.
EDGE DISTANCE' SPEC IFICATION TABLE APPLIES TO
HEADER AND SILL APPLICATIONS ONLY.
ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY
SHALL CONSIST OF 1/4" DIA. X 1 1/2" SLEEVED DRIVE ANCHORS
( STAR ORYVINS ) , 1/4 -20 MACHINE SCREW ANCHOR ( TAMP /NS )
WITH FLOOR PLUGS, 1/4" X 1 1/2" MASONRY SCREWS ( TAPCONS )
1/4" X 1 1/2" WEDGE ANCHOR OR SLEEVE ANCHORS, ( 1/4 X 3/4
LACS OF? 9x14 SELF TAPPING SCREW ) WITH LAC SHELL) , NAILED
STUD ANCHORS OR OTHER DADE COUNTY APPROVED ANCHORS NOT LISTED
USED IN COMBINATION WITH 7/4 -20 MACHINE SCREWS WITH 1/4 -20 NUTS
AND WASHERS, 1/4 -20 WASHERED WINGNUTS, KEYHOLE WASHERS AND
KNURLED STUDS. SPACING AS INDICATED ON THIS DRAWING. ANCHORS
SHALL PROVIDE A MINIMUM EMBEDMENT INTO THE WOOD. MASONRY,
BRICK AND /OR CONCRETE. REFER TO ANCHOR SCHDULE FOR MINIMUM
ENBEDMENT. ANCHOR LENGTH MAY VARY TO ACHIVE THE PROPER EMBEDMENT.
ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER
WITH 1" MIN. PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS
OR OTHER DADE COUNTY APPROVED ANCHORS.
ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET NO.'S 2 -5
EACH UNIT SHALL BEAR A PERMANENT LABEL SHON✓ /NG
" WEATHERWALL A DIVISION OF METALTECH, INC. H/ALEAH,
" DADE COUNTY PRODUCT CONTROL APPROVED "
WARNING TO OWNER OR TENANT LOCATE° IN EACH HEADER 0R
ONE PANEL. OF EACH OPENING, STATING STORM PANELS WILL
NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING -
STRAPS ARE PROPERLY INSTALLED DURING WIND VELOC ITIES
EXCEEDING 75 M.P.H.
PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR 60LTS,
THREADED CONES OR METAL SHIELDS. NOT IN USE.
MUST BE' PROTECTED AGAINST CORROSION, CONTAMINATION
AND DAMAGE AT ALL TIME.
DESIGN PRESSURE RATINC: +91.
•
� c S
8 OUR, PE
'-= 00G'6O24
• k�O1S:E71GIi}EEFIryG PIC
psr. —91.
psr
EQUAL
EO UA L
1 /2 ..
FL •
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DA . - f 19
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFIC
ACCEPTANCE NO Q-' -0136.
.060
REVISIONS 8Y
01/15/95 Sp
04/20/95 P'
SEP/JR8
08/05/94
SHOWN
9 072
1
.m.
/
L 4
1/ X 7/ 7 LAG sour
1771 LEA' SHE2D
OR SCE ND *
•
F •
PCTAIL 1
A R /
1 "l
W'I ANCHOP/NC INTO w000
use LA C ears 0R sEE Nor( *
DETAIL 13
H111 HEADER WT771
2.44 W000 BLOCKING
H 1 H HEADER WT7 4 wmf .7/8- LAGS •
I / x Z LAGS INTO TRUSS RETURN
Rr70 Z A4 LEDGER USE 7/76' LAGS WHEN 24
IF NO 2,14 LEDGER
USE LACS INTO TRUSS RETURN
wlrH Ft.4 T WASHERS
LSE 7/16". LAOS WHEN 24
7• 1/1 KAYMER DRIVES
OR SEE NOTE *
REFER TO HAP07CARE SHEET FOR SPAC?KA
DETAIL 9
FLOOR PLUG
ANO KACMaNC
scare( ANCHOR
fVLL STORY PANEL
THICKNESS VARIES
A CORNER PAN
ANGLE MAY VARY
_r STORM PANEL
J/5 T74RUBOLTS 9 1 /2" 0.C.
*ITN 2XJX. /25 AHGt( ON 80t7041
MN0 PRESSURE 71.5 P.S.P. ANX.
1.LAXJA/(J1.4 PANEL LENGTH 48
• 7 I /4 A(AXMM I*/
4000 COUNTER I/4 A4Ar!7HICKNESS
COUNTER 14AY BE 4
Or OTHER AL4TER4I.
CoNT/MJOVS
2.25 X 525 x r /B'
ANGLE vAR/ES
FLANGE ANY 8E ,( VERSED
OR ROTATED NORTEONTALLY
7/4 -20 THRV BOOT
w/ LOCX MJT Ir 0.C.
C NEADER OR SILL
vARA7V5 S71ES
RETURN PAN ANGLE
TUCK 04 W000
MV5T BE USED ON All
BtAID our coNIXTKJHS
ro CLOSE Off ENOS
RETURN PAN
.1 vARiOVS SIZES
7/6 x 1 1/2 fl AE 8AR
STL 707N )1INCNI.IS
9
ca
7/4 - 11008 PLUGS
MTN 'AARIC.E SCREW ANCHOR
OR SEE NOTE *
WHEN '. 404INC 110 4000
HEADER 04 5771 &SE LAC ears OR SEE NOTE *
VAR'OVS TYPES
SILL
Li
PLAN VIEWS
L 9
SEE GENERAL. NOTES ON WOOD
HEAADOR CR 541
7/4 -20 S71N0
-r" wax w7NGNtir
OETA /L 5
LAG BOOTS 04
SEE NOTE*
K 0, COAL PETE OR K1saWRY
HEADER 04 541
DETAIL 1
L OR or4 L 577X040 ANGLE
Aar BE A.O(.V47ED IN 81185E LNREC70N
gr' CLW7MAQS BLXKt.G
1/6 ANRE YAR/WS SIZES
sc nvo OR BATED roc nia 11T74
/74 X .1/4 SO.FTAPP4NC SCREWS OR
7/4 -20 Plitt/ BOLT 4/ LOC% M/T 7Y 0.0.
V540 AS 11C40C4 041 5.41.
E.0.' 7/ -20 fto04 PtuO
MTN 44cdo4E SCREW ANCHCA
• OR SEE NOTE *
71.5 PSF MAX.
DETAIL 10
*000. CONCRETE OR 144S014ARr
HEADER OR 541
1
0'K EA474 CC(
rEAOER OR 541
vAROVS TYPES
Bt 0CKr1.0
vAR10VS SIZES
1.2071 HEADER.
L 51(1 OR 77 SRL
LAO BOLTS rYP.
OR SEE .407E *
SEE GENERAL NOTES ON w000
HHEADE/1 OR 541.
DETAIL 14
7/4 -20 0017
«(R 7'11 ✓ T7
LIN
I/4 -20 TRUSS HEAD
w/ LOCH N(Jr I 0.C.
INSIDE CLOSER PAN ASSEMBLY
DETAIL 2
1/4-20 377.10 W7714 5V.GMiT (7YP.)
57.o Wr SE 1H57ALLED N REtTft5E Da7EC
, N
IO LIN SILL OR OTHER L ANGLE
USED AS 14fA4DER OR 541
DETAIL 6
7/4 -20 1{711, PLUGS
47771 •ACI4N£ SCREW ANcH RS
011 SEE molt' *
741-104 ANCHORING INTO 4000
US£ LAG 80C TS OR SEI N011: *
71.5 PSF MAX.
MAXIMUM GAP BETWEEN STROM PANEL
stomp \4GYn4rmG HOLE 744r 8C usED
( -STORM PANEL N C1N7DP w[B of PAHII. n9. FOR ALL AND D.LO. SHALL NOT EXCEED 1/4'
NET PANELS OF SPECW. PAN APfVCAr0141
ALARMS CONF)C7 417 N
• •
DETAIL 11
aOSOe PAN
PANEL NOTCHED AT Barra,'
10 PA5S OVER 37L0 AIAO
MNGMJT W S41 (EACH SCE)
'.4104 A4a4oRNC wTO x000
()SE LAC ears OR
SEE NOT*
H7 DER OR ;41
oRrab TYPES
DETAIL 3
r" 7 srORW PANEL
SaKO 0 ANQE AWAY Err 40UNTED
w REVERSE OIR707101 (T1P.)
C0rnmvou5 BLOCxa.G
2 X5x 1/8A+1:A140 /8 ANG
BOLTED TXE7fR 11774 7/4 -20
NAV BOOT W/ i.0c NUr it 0.0.
1/4 -20 FLOOR PLUG
41774 KAOW/E SCREW ANf1KiR
OR sec NOTE *•
0 14
I/4 -20 1100, PtUG
ANC.17N( SCRE1V ANCHOR
CR 017#R SEE 18777 *
1/4 SL EVED ORn£ maga
OR SEE NOTE *
OMEN AN774DPWG /Nr0 4000
USE LAO BOLTS OR 5EE NOr7 *
L 711 HCA•ER OR 0714ER L ANGLE
USED AS HEADER 04 al
DETAIL 7
I /4 -20 STUD
417)1 41401.717 (
I /4' MASONRY SCR£X
7 7/2' Yw. EW8EDMCNT
CR SEE 1.07E *
LIN SAL .125
0R 07747, HEADER ,N0 541
vAR704J5 TYPES
CONTIMAVS *000 sLoccmC
VARIOUS SIZES
DETAIL 15
GENERAL NOTES:
WHEN ANCHORING. TO W000.• THE W000 MUST BE
A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE
AN0 STRUCTURALLY P."4RT OF THE FRAMING srRUCr&RE
OR SUCURELY ATTACHED TO FRAMING STRUCTURE
REFER TO SHEETS J 6r 5 FOR:
M INIMUM • DISTANCE BETWEEN CLASS AND PANEL
ANCHOR SPACING FOR SPECIFIC ANCHORS
EOG£ DISTANCES (E.0.) FOR SPECIFIC ANCHORS
•
* SEE ANCHOR SCHEDULE FOR ALTERNITV'E ANCHORS
1/4 - 20 57L0
1114 ,INCA 17 (rep.)
PtA7 STRAP 1/8 X 7 1/2
115(0 AS HEADER OR 542.
A.Na40RED TO CONCRETE •
7A4$011RY OA ORICX
I /4• wSO4 Y 57.7[1115
OR SCE 11oT*
US( APPROP PAX APPROVED 41.CH0R
FOR SPECi7C APPUG4TXY4S
DETAIL 1
E.
08STRUC
PULR 10
UtART
1/4 -20 SrLIO
N7rN 411.0/47/7
�- 11 1/2 0.G (TYP.)
11.47 57RAP 1 r 17/2
USED AS HEADER OR Su.
ANCHORED 70 4000
WHEW ANCHORING rNro 1.000
US7 1.0 90L7T OR SEE wort *
SCE GENERAL NOTES ON w000
HEADER OR SILL
DETAIL 7
PAT 87 r0u'1TtD 4 1 41
OR np'd2LWTALL r
71.5 PSF MAX.
DETAIL 17
DETAIL 12
*EA 171(X11441
STORY PANE.
CONIINU07.5
0 -r_ x f 1117x1/1.0
1ASrD1E0 700(7 AT TH
/64 411575 OR /8 7LCx SU+[45
I/4 MASONRY SCREW
7 7/2 E,v8E0E0
OR 577 NO77 *
HEA0ER OR 511
VAROVS SIZES
ROBERT LMONSDUR, PE
EB- =.00.06024
Pftilf ETIC171fEelrtc. n C
7/4 -20 1100, PLUG W1771 HOrE:
rnvr c�err uw�lno+
THE WEATHERWALL STORM PANEL
MAY 8E INSTALLED eon-tour T-er USE
OF AN EXTRUDED HEADER OR SILL.
THE SHUTTER MAY BE ANCHORED DIRECTLY
TO 17-I£ STRUCTURE W7TH THE USE OF
1/4 ' MACHINE SCREW ANCHORS 11.
COMBIK417ON WITH 1/4 -20 FLOOR PLUGS
CR 1/4 -20 MACHINE SCREWS WITH
KEYHOLE WASHERS OR STUD TYPE ANCHOR
INTO CONCRETE. A44SONRY OR BRICK.
11 v WHEN ANCHORING TO Wo00 USE I/4 -20
BRASS 4000 BUSHINGS, IN COMB/NAT10N
WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20
MACHINE SCREW vniN KEYHOLE WASHER.
ANCHORS ARE TO BE 12 1/2' 0.C.
1117 A Mw/MUM EDGE DISTANCE IN
ACORQ4NCE TO ANCHOR TYPE.
'EON I A I
11 I I
OElEC7011
ie
CLASS J_Ls
11
5E£ GENERAL NOTES ON H000
HEADER OR SILL
7/4 - FLOOR PLUG
-- t_ wr■4 /44014117 SCREW ANCHGIR
OR s7MHr7
7 Z• 1/4 -20 , ./4 KNURLED 517)0
47774 4A5HERED *? (TYP.)
trQ
7/4 - 1100R PLUG MT7i
1/4-20 BRASS 4000 5715x1110
DETAIL 8
A 4 I
c04r1Go'S &XKC 7/r ANGLE SIZES kW VARY
2 r 3 r 1/8 ANGLE AN0 1 x J r 1/8 ANGLE
BOL700 r0CCPAER 4171 I/4 - 20
71RU BOLT w/ L00, NO' 11" 0.C_
7/4 -20
7.0GK NUTS
HORIZONTAL INSTALLATION
ELEVATION
03
tin6 .t1,1
1/4 -20 X 1
PAN OR TRUSS HEAD
f
1/4 -20 X 7
HEX HEAD
1/4 -20 X 3/4
KNURLED STVOS
18 -8 S7AINL£SS 57EF1
1/4 -20 x 7
1100, PLUGS
( s10EWAX Boc TS )
I8 - 8 5741NLE55 5rE£L
MACHINE TYPE SCREWS
MAY BE VARIOUS LENGTHS
XEYNOLE 'WASHER 1/4 I.D. J/4 0.0
FLAT WASHERS
1/4 -20 WASHER£0
w111(NU7S 7/8 0.0.
VERTICAL INSTALLATION
ELEVATION
z
�� ` O . WITH THE
D A A P T PROYED AS r1
'4 a 1 • SOUTH. FLOgIDA BUILDING V CODE
n .
1164 . cza ▪ p • ca
g ` E - . @ PRODUCT CONTROL DIVISION
0 4 ? •, BUILDING .000E COMPLIANCE OFFICE
° AACCEPTANCE 1. 5 ? - 0130 • og
1 E
s
r
RENA SIGHS B'r
01/15/95
04/20/95
SP
SP
SEP/JRB
08/05/9
SHO WN
94072
.m
2
OES.GN PRESSLIPE
PANEL SPAN
21.00
144"
36.88
125"
47.81
117"
51.23
115"
58.06
112"
61.47
110"
66.85
108"
71.46
106"
75.30
105"
81.45
103"
86.83
101"
91.44
100"
PANEL HEIGHT
0 - ee"
ea' -120' 720' -744'
MINIMUM OISrANCE BErwEEN GLASS AND PANEL
WALL MOUNT
2 1/4"
2 5/8"
3 1/8"
INSIDE MOUNT
3
1/4"
3
3/4"
4
1/2"
BUILD OUT
3
1/4"
3
3/4"
4
1/2"
100
4. 90
• 80
70
• 50
(1-) • -
r �
40
V
20
HORIZONTAL BRACE STRAP
1/4 -20 STUD
WITH WINGNUT
12 1/2' O.C.
1 /5' X 1 1 /2'
FLAT AL UM/NUM BAR
SIDE VIEW
1
DETAIL "A"
J /B TY?.)
1
r
FRONT V!E'.Y
91.44 P.S.F.
100" PANEL SPAN
r
1
co
1
*NOTE: CENTER PANEL STRAP /S NOT REQUIRED FOR PANELS 0 -48",
PROM N£
SIDE OE?,
M I
21.00 P.S.F.
144" MAXIMUM PANEL
1
a
a
0
SPAN
r
rRoNr NCx SIOC Alf
i f t I t i t t t� l
111111111 111111111 111111111 111111111 llllIilIl 711111111 1111F1111 1 m 11111 1flI 1111 111111111 111111111
90 100 110 120 130 140 150 160 170 180 190
PANEL SPAN IN INCHES
By
raa•Fr nor
HORIZONTAL BRACE STRAP LOCATION ELEVATION
P
BUIL
WALL MOUNT
ANCHORING' PANEL
TOP 1r B01700.1
NO NOR. OR SILL
DU
NO NCAOCR
0
J
O
NO Shc
PRODUCT RENEWED
ACCEPTANCE o. "1- f 2 .6/
HORIZONTAL BRACE STRAP - PANELS MAY RUN CONTINUOUS BY WIDTH EXP t• • T ION DATE I C 1 1 R ZOO)
HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY
EXPLODED ASSEMBLY
T CONTROL DIVISIO
WOE COMPLIANCE
HEADER TYPE MAY VARY, DEPENDING ON APPLICATION
CE
s rvooeo M r STRAP
4
Sruaoco ft, r S RR,W
WALL MOUNT
ANCHORING' PANEL
TOP k BOTTOM
L _J
H28N HEADER
1
3
O
0
r7 Su
WALL MOUNT
W7rH HOR. AND SILL
SILL TYPE MAY VARY, DEPENDING ON APPLICATION
SEE NOTES ANO CHARTS rOR ANCHOR TYPES ANO SPACING
TYPICAL SECTION VIEWS
PANEL DEFLECTIO
FRONT NCA SIOC vine
.060 5052 H32 AL1i1-,,tNUM
H7H HEAOCA
7 1.15X5.25
7/8' ANGLE _st oexwG
yy
V J 1
O 1
1
�
� a t
3 �^ 1
GLASS _.,..>
• L 7H SILL
WTrH2.25X5.25
ANGLE BLOCXTNG
BUILD OUT
:17TH HOR. ANO SQL
o — 48" PANEL HEIGHT
NO PANEL STRAP REOU /RED
48" — 68" PANEL HEIGHT
ONE PANEL STRAP MIDSPAN
68 — &r PANEL HEIGHT
TWO PANEL STRAPS EVENLY
SPACED AND CENTERED
88' — 141" PANEL HEIGHT
THREE PANEL STRAPS
ONE STRAP MIDSPAN
ONE ABOVE AND ONE BELOW
MIDSPAN SPACED AT 1/J
OF MIDSPAN DISTANCE
INSIDE MOUNT
WTTH NOR. ANO SILL
MAXTMLM CAP BETWEEN PANEL
ANO HEADER 15 I/" (rYP.)
DETAIL "5"
APPROVED AS COMPLYING WITH Tlif
SOUTH FLORIDA BUILDING CODE
DAT E i, 19 9
BY /. ..
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO
• • •. • :
RE`nsior,s eY
0!/15- Sp
O4 /ZO p5 Sp
SE / IR8
08/05/94
w
SHOWN
94072
ral
3
5
•
7-
•
•
4
•
•
.
•
SOP F51 HEADER
r10 � 6 •• W Cr71/P6 , lKS
5 uCCO FINISH
POiZ MINIMUM D1517
12EPEiZ TD PANEL
DPLEC11 CHART
WA1r1 pWALL
5t01ZM PANEL
1/4 -20 BOOR PLUG WITH
MACHINE SCREW ANCHOR•
REFER TO
CHAR
wEA77-IERWALL
sroRM PANEL
•• I I
•
OEFECTFON
1
GLASS rJ I
Il
11
11
11
51QP.M PANEL SECLIF?EI7 At Q1 OM
OF W NPOW W11H 51UDDE D 5tP•AP
51L-L- A 5 IN 2 1 L c3
7 TAI i, A
J
•
E XI511NG 5112UC T
tlE E3EAM
GLA55
SECOND 5iOT:Y
WINDOW 0InNING
CONGRe - m CAP
NOTE:
THE WEATHERWALL STORM PANEL
MAY BE INSTALLED WITHOUT THE USE
OF AN EXTRUDED HEADER OR SILL.
THE SHUTTER MAY BE ANCHORED DIRECTLY
TO THE STRUCTURE WITH THE USE OF
1/4 - MACHINE SCREW ANCHORS IN
COMBINATION WITH 1/4 -20 FLOOR PLUGS
OR 1/4 -20 MACHINE SCREWS WITH
KEYHOLE WASHERS OR STUD TYPE ANCHOR
INTO CONCRETE, MASONRY OR BRICK.
WHEN ANCHORING TO WOOD USE 1/4 -20
BRASS WOOD BUSHINGS, IN COMBINATION
W1TH 1/4 -20 FLOOR PLUGS OR 1/4 -20
MACHINE SCREW WITH KEYHOLE WASHER.
ANCHORS ARE T'0 BE 12 1/2" 0.C.
WITH A MINIMUM EDGE DISTANCE IN
ACOROANCE TO ANCHOR TYPE.
1/4 -20 f100R PLUG WITH
1/4 -20 BRASS W000 BUSHING
7 STL
I/ 8" FL-At 51RAP
1 / 4 - 5 1 1 . 2 2 t � P
W11H I X3DETt CAP TO PTZOTEG
51UCCO 15 /
APPLIED 12 1/ 2" O.G. tYP. / •
CCO SYST� M
I/ 4" MASONgY SC1 W
OT2 Oi1-+ER APPROVED ANCHOR
5PACE D IN ACCORDANCE
W11-1 APPLIED ANCHOR
2�i/ \Ili
51 FLAT 5S9-AP
u5Ev A5 FeAOea GR SR.L
WEACNE ,WALL
51M PANE L
1 / 4- 20 SIDEWALK •
W 1 H I/ 4- 20 MACHINE
SCREW ANCHOR
C
S.CTION5
STOTZM PANEL SE CLRE D
W TI W/51 WINGNUTS
51UC0 FINISH
PCX MINIMUM 215 - ANC 1
IMP ER 1 PANEL I 1' n
RVeLECTION G1- 1 1 I �'�- GLA55
1 1 I,
W Ati-e P.WAZ L
51 PANE
LIH WITH I/ 4 20 51117 AND
W RE2 WINGNLIT
REMOVADLE 51LL U5E2 IN DOOTZ
WAYS. LIH MAY AL-50 DE U5E2
AS A WALL MOUNT HEADER CAZ 5Lt L
NOT-5: STUDD 51P.APS AN2 U HEAT
TO f3 E IN5TALLEI JUST' E53 0R."
51UCCO 15 APPLIED
PANELS IN51ALL'c2 USEING 5T1.JDDED STRAP
A5 HEAi'ER. AND SILL, MAY t3E INSTALL-
f0 ANCHOR. 5CHDULE FOI? 5PACING
AND EDGE DISTANCE I2IMNTION
REFI: TO DE CHAP.T FOR MINIMUM
215 E C3ETVVEN GLASS AND 5TOi?M PANEL
Wl-1EN ANCHORING TO WOOD THE WOOD MUST' C3E
A MINIMUM 2 X 4 EQUAL TO 2 50UTNEI:N PINE
AN2 51 PAR OF T1-'e FRAMING SIT: UC TLIpE
Of: 5UC1JLY ATTACH TO THE FRAMING STf?UCTUI?
EXISTING 51P,LICTUP,E
•
ROBERT;g':•MO i R; PE
EB .
e 1'W Enelt a Ii1C, nc
1 II
•
• E.R.
WINDOW
7 li�l \IL-
11E (0 AM
CONCR CAP
2
7/4 -20 STUD
'w'r WINCNUr
12 7/2• 0.c. (7YP )
FL•r sr.4P 1/Q x r T'/2
USED AS Havre OR S21
ANCHORED TO W000
WHEN ANCHORING INTO w000
use CAC BOLTS
SEE GENERAL NOTES ON . W000
HEADER OR 5/11
F
PRODUCT RENEWED
e1
ACCEPTANCE No. �� - j} KO ,Q ! -
EXPt TION I -
By
P
BUILD
T CONTROL DIVISIO
CODE COMPLIANCE 0 E
APPROVED AS COMPLYING 1Y TH THE
SOUTH FLORIDA BUILDING CODE
DATE
8Y
PRODUC CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N09-
REVISIO BY
02/ t0/ 9
04/ 20/ 9s
x
U
U
w
w
4011MMIIMMION'=..
sEP /JRB
04/2e/95
SHOWN
9;012
••
4
ANCHOR SPACING vs DESIGN PRESSURE
59.6 PSF
71.5 PSF
81.5 PSF
91.4 PSF
POURED OONGRLTE
cc•carf w.ccx.
POU*LO OO•UILTE
OONLRE1 8t.btR
POURED concArtE
calcAL 1 B.Cit
V k/Af 0 QOfI RLTI:
Uof/ *L11 61.DCK
ANCHOR TYPE
PANEL
ED.
TENSILE 1 SHEAR
TENSILE 1 semi
TENSILE J SHEAR
TENSILE J SHEAR
TENSILE
SHEAR
TENSILE •J SHEAR
TENSILE SHEAR
TENSILE 1 SHEAR
STUD ANCHOR
114
1 114'
5118
1314 - MIN.
NOT USED IN BLOCK
sTUDANC110R
MiN. EMBEDMENT
68 - SPAN
r
ir 1r
14' 1
14' 14'
14' 14'
14' 1r
it 14'
1r 18"
1 4' 1r
1r 5s
tr 1r
1 r 16•
1r 11•
1r 14'
14' t4'
it 13"
ir t4'
t4' 14'
14' 19'
14' 14'
it 14'
14' 14'
18- 14'
14' 14'
15' Y
r
1114'
EA' SPAN
3'
14' 14'
1r 14'
14' 14•
18 i 14'
ir 15'
14' 11'
14' 1
14' t4'
14' 11'
14' i 1
t4' i sr
15" r
14' 1r
ir 14"
ir 10-
sr 15'
1S 11•
14' r
14' 14'
14' 14'
1S 9'
15" 14'
13- ,D'
14' r
r
114'
A,LED STUD ANCHOR
EMBEDMENT
120 - SPAN
r
14' it
Sr 14'
it ,o•
1T 14'
1S 1> _
t 4' r
14' 14'
16 t?
1 4' r,
14' t4'
1? 9
it' 6'
16' iS
14' 10
1 4' r
1? 11•
11 4'
10' 6
14• 1r
13' 9'
11' s
11• 10'
18- 7"
7 S
r
1 t14'
16'
1r
9-
Sr SPAN
68" SPAN
3'
14' I 1r
14' 14'
14' 14'
1r 14'
14' 14'
14' 14'
14' 14'
14' 1
14' 11'
sir 1r
;r 16'
1r 11'
1r 1r
14' 14'
14' 10'
1r 14'
1S 14"
15' 10'
18' 14'
14' ,r
14' 9'
15' 1
1S 14'
sr 9'
r
1 114"
6a
r
18" 1r
14' 1r
1r 17
14' 1r
14' is
16 1,-
18" 1r
sr 1?
1r r
16' 14'
1P i 14'
14' 9-
18' 15"
1r 11•
14' r
14' 15'
sr 11•
11- r
14' 1r
14' 7
15- r
13" 14
1,• 10
14' r
ir
1 ® ��
1
r
14'
14'
14'
114' SLEEVE ANCHOR
1 1/4' MIN. EMBEDMENT
1114
120' SPAN
r
14' 15'
14' 11'
17' r
14' 16
14' 11'
11' r
14' 12'
16' 9'
14' 6'
12' 14'
11' 9"
9' 6
1r 11'
10 r
12' '
10' 11'
9' r
r 6-
14' 10'
12' r
11• S
r 10'
r r
r 5
2'
1114'
us" SPAN
3
14' 14'
• 18' 14'
1 14'
14' 14'
it 14'
11' 1r
14' 1r
15' 16"
14 11
17 14'
11" 14'
10' 17
15" 1r
14' 14'
1r 10'
10• 14'
r 14'
r 9'
14' 1
12' 14'
11• 9'
9• 15"
r 11
r r
114'
I II1
r
J
STEEL SLEVED
1 Ur'
r
ORtVE ANCHOR
MIN. EMBEDMENT
1114
`A"
88" SPAN
3'
18i4 14'
14' 1s
14' 10'
11' 14'
10' 14'
9• 9'
14' 14'
12' 14'
14' 9'
9' 15'
r 11'
r r
12' 1r
19 11'
r r
r 14'
r r
6' r
10' 1r
r to
r r
r 14'
5" r
6' 5
r
1114
120 SPAN
r
12' 15'
10• 11'
8 - r
r 14'
r 9'
r T
•
10' 1r
9• 9'
r 6'
r 11•
6' r
5" 6'
r 11'
r r
r 6'
6' 17
S r
5' S
r 10-
r r
6' S
s 9-
s 6'
4' a
1 \-
114 ZAMAC
1 318'
HAM MER DRIVE
MIN. EMBEDMENT
r
1114'
VARIOUS HEAD TYPES
68SPAN
3'
14' 14'
14' 1r
14' 1r
18' 14'
14' it
•
1r 14'
14' it
14' 1
14' 1S
1r 14'
14' 14"
13' 10'
14' 1 4'
14' 14'
16- 1r
14 1r
14' tr
11' 9'
14' 1r
16' 16'
14' 14'
14' 15'
11' t4'
10' r
r
88' SPAN
it 14'
14' 14'
14' 14'
is 14'
1r 1?
•
14' Y'
14' t
1 S 14'
14 11
1z s
1
11' 11•
10' r
s 4'
1 1
14' 14'
14' 10•
/1• it
17 9"
9' r
14' 14'
12' 14'
11•
10' , r
8' r
� t} } }t}ttT�t
t>� }�}lya�t��'
r
--MM
114' MASONRY SCREW
1 112 MIN. EMBEDMENT
1114•
120 SPAN
r
15' 14'
14' 14"
14' 10'
11• 1r
10' 9'
•
9' r
•
14' 1T
11' 1?
17 r
9' 11"
r r
7' r
11' 15'
to' 10
r r
r 18-
r r
S S
10• 1r
g 9'
r 6'
r 8'
6 6'
r 4•
r
1 114
68 - SPAN
r
14' 1
14' 18'
14' 15'
14' 14'
•
14' 1
•
14' 14'
14' 1
1 i
14' 14'
14' 14'
12' 15"
10' 10'
14' 14'
t 14'
14' 11'
14' 14'
to• 1r
8- 9'
t4' 14'
14' 15"
1r 10•
10 15'
9' IT
r ` r
21/2"'
,`.
r
88' SPAN
3
14' 14'
14' 14'
14' 12'
14' 14'
11' 14'
•
19' 9-
14' 14'
.14' iS
1T 10•
10' 15'
9' ,r
C r
14' it
14' 14'
15' ?
9• tr
r 17
r r
17' 15'
15" 12'
1r 8
r 14'
r 9'
6" 6
114 - 20x718 ,112"DIA
MACHINE SCREW ANCHOR
718' M1N.EMBEDMENT
2 112'
r
120SPAH
3'
14' t4'
14' 14'
1S r
I ¢ 9• 14
I r 10'
I } r 7'
16 15"
14' 11
13' 7'
r 11•
r r
6• 6•
14• 1r
12' 14'
11• 6•
r 10'
6' r
s s
1? 11'
11' 9'
10 6'
6' r
s r
5 4'
2114'
r-
WOOD APPLICATIONS
59.5 PSF
71.5 PSF
81.5 PSF
91.4 PSF
ANCHOR TYPE
DiA.
SPAN
TENSILE
J
SHEAR
TENSILE
I
SHEAR
TENSILE J SHEAR
TENSILE
I
SHEAR
k‘‘‘11
1•
B RASS W000 B USHING
um. PENETRATION IN TENSILE
114-20
SPAN
14'
1 4'
1r
•
14'
12'
9'
ir
14'
14'
i
14'
19
8
1 4'
14'
16'
14'
9'
r
ir
t4'
14 '
10'
r
87
6'
56' SPAN
120 SPAN
[#ZMMMM>
W 000 LAGS
1' MINIMUM EMBEDMENT
•
114•
68 " SPAN
1 r
14'
i
16•
t4'
r
14'
ir
14'
i
14•
11'
r
1 4'
16'
14'
sr,
9'
r
18'
14'
,9•
•
11'
r
6'
68' SPAN
120 SPAN
16•
6/18'
64' SPAN
. 14'
i
i
24'
1r
14'
1r
18'
15"
i
20-
18'
11•
1 4'
14'
14"
1r
14'
10'
14'
14'
12'
16'
1r
9-
Sr SPAN
14'
120 SPAN
14'
376
68" SPAN
14'
24•
2?
14'
14'
1r
it
i
24'
19'
14'
1 r
14'
16"
22'
i t
12'
18'
19'
14'
24'
2 s '
11'
68' SPAN
ir
120 SPAN
it
7116
68' SPAN
ir
24'
24'
2r
14'
14'
14'
24'
24'
19'
1 r
18'
14'
z4'
24'
14'
14'
14'
14'
:
24'
21'
2 1'
88" SPAN
14'
120 SPAN
14'
A N
H 0 R
•
C H D U L E
c ..., l/ , - = a
_..,vr w
ROBEIT PEA ud
t 0
NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATiONS
SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS
ANCHOR SPACING ALLOWANCE ONE INCH.
MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE.
EXCLUDING BRICK PAVERS AND CERAMIC TILES.
VAPPROVED AS COMPLYING WiTH THE
OUTH FLORIDA BUILDING CODE
CAT. Z
?PRODUC ONTROL DlV!S,ON
BUILDING CODE COMPLIANCE OFFICE
0
QACCEPTANCE �
•
AP
REVISIONS
01/75/95
04/20/95
SCP /JR8
...o.0
08/05/94 .
w
SHOWY
4 012