11-109-005194,10,01, i... ' • is • i'
i•! m r
• • I • L/ '
• BE O.C. ON : • CHORD PIGGY13ACK
G
TOP OF EX15T. TIE 5EAM IN M. BEDROOM
�t,�lGlI�'hglli�n:1:+1
i' Of `,D
BUILDING
1 �, t�► 11111.
12 I ; E
II
/4(+111-) '�
I I � I
�I I
4
12 11 1 12
I I
4
�4
C
II i
i
I !
-101. 1 f { 1
t ! ! ! ! ! ! !, ! ! ! !+
! 1
ZONE 5 ZONE
• a:r
•
fFILLED WITH GROUT)iii CLADDING
TRIM
NEW DUAL SLOPE 2x4 WD. TOP CHORD PIGGYBACK NEW METAL STANDING SEAM ROOF ON 45# FELT ON 314"
TRU55E5 @ 24"O.C. ON EXISTING PITCHED ROOF (5EE COX PLYWOOD W1 I Od GALV. NABS (RING SHANKED) @ G•
O.C. EXCEPT 48" EITHER 51DE OF RIDGE AND AT OVERHANG
STRUCTURAL PLANS) TO 13E 4" O.G. ON 2x4 WD. TOP CHORD PIGGYBACK
TRU55E5 @ 24"O.C. ON EXISTING FLAT ROOF (5EE
STRUCTURAL PLANS)
NEW METAL 5TANDING SEAM ROOF ON 45# FELT ON 314"
CDX PLYWOOD W1 I Oct GALV. NAILS (RING SHANKED) @ 6"
O.C. EXCEPT 450 EITHER 51DE OF RIDGE AND AT OVERHANG
TO DE 4" O.C. ON DUAL SLOPE 2x4 WD. TOP CHORD
PIGGYBACK TRU55E5 @ 24"O.C. ON EXISTING COVERED
PATIO FIAT ROOF (5EE STRUCTURAL PLANS) ' 2
12 12
12 5 (+/-) - 5 (+/ I} I i 1�
4 (+l-)
EXISTING STEEL COLUMNS W1 NEW CYPRE55 WOOD
CLADDING TRIM 2 (+/-)
EX15T. CBS. STRUCTURE
0
1
cv
TOP OFFIN51" FLOOR +13°-21/4'(+/-)NGVD.
BUILDING BENCH MARK
TOP OF FIN51N GRADE + I 1 °-10 71VNGVD.
BUILDING BENCH MARK 1 `-3 1/2' (+/-)B.B.M.
EAST ELEVATION
SIZE
Mug 111M
FINISH
GnS
2'--g'Wx4'-O'H
SERIES C-740
CASEMENT WNDO�
WITE MET
METAL TYPE-
1A & 1B
GLASS TYPE B 6
THICK GRAY TINT,
SEE NOTE NO. 4C
k r
NO. .
IMP CT
NMI----
-- - -----
L_ 1 ki I E011M I s
1 . WINDOW MANUFACTURER TO BE PGT ALUMINUM CASEMENT VANDOWS, , OR EOfAL.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWGS AND DADE COUNTY PRODUCT APPROVAL FOR ALL UTMOR WDOWS TO BE REPLACED OR INSTALLED.
I THE CONTRACTOR IS RESPONSIBLE FOR CORRECT ROUGH OPENINGS FOR E)OSTNG AND NEW DOOR INSTAU.ATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING
ALL DOSTING CONDITIONS AND DIMENSIONS PRIOR TO ORDERING DOORS.
4. THE FASTENERS r BE INSTALLED
....:Ir r: L SPECIFICATIONS:'
S.
A. TYPE 1: 2(PF-314) TAPCON 3/16' FLAT HEAD XPF-314) TAPCON 3/16* FLAT HEAD AT EACH SIDE OF FRAME 0 1 (1C. MA)L AT
B. TYPE I �PF-314) TAPCON 3/16- FLAT HEAD AT TOP & BOTTOM OF WINDOW FRAME 0 10- O.C. MAX 3(PF-314) TAPCON 3/16- FLAT
HEAD AT EAOiSIDE OF FRAME O.C.
C. TYPE 34 XPF-314) •a r AT TOP ; BOTTOM OF 11 r r •w
FLAT 1 AT EADISIDE CIF FRAMIE.O.C.
D. TYPE k XPF-314) TAPOON 3/16- RAT HEAD AT TOP & BOTTOM OF WINDOW FRAME 0 10' O.C, MAX 4 (PF-314) TAPCON 3/16'
RAT ► AT EACHSIDE OF E O.C.
TYPE 5: 20 GALM GALV. METAL ERICK TIES EMBEDDED IN CONCRETE AT EACH GROUT JOINT WTH GALV. WALL REINFORCING
(TRUSS M)g GAUGE KTWD EACH LAYER. TYPE S MORTAR
i •. • w 1 •INSTALLED.
:' #• " 1 CI r 1. 1•,. h / r 1 rP... '•il,.. •••1. 1• '. ! E+#` 11 -r Ir
6. PROVIDE 1 GAUGE GALVANIZED:i 1'.M PMELS WTH REMOVABLE 1• AND BOTTOM 1LITRACKS FOR DOORS NO. 4. THE CONTRACTOR IS TO PROVIDE SHOP
DRAWNGS AND CALMATIONS STATING THAT THEr COMPLY SOUTH FLOfMABUILDING r. COCE-SECTIONr 19(WIND
' SS •, AND SECTION 23013l y 1 BOTH /F *QCH ARE TO BE • r it AND SEALED BY A FLORIDAr r r E ENGINEER.
»•
7. SEE PLANS FOR REQUIRMENTS FOR WIND LOAD CALCULATIONS.
& PROVIDE SUMS W/ FRAME COLOR TO MATCH WINDOW FRAMEATIONS.
9. SEE SHEET A-8 FOR VANDOW TYPE DETAILS. SEE SHEET A-4 & A-5 FOR WND LOAD CALCULATIONS.
THE WIND LOAD CALCULATIONS BELOW ARE BASED ON THE AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDING AND OTHER STRUCTURES (ASCE 7-05) AND ANALYZED BY THE USE OF COMPUTER SOFTWARE PROGRAM DESIGNED BY
ASCE 7-05 Iby Meeo Enterprises, version 2.0.2.7)
BASE WIND DESIGN PERIMETERS
BASIC WIND VELOCITY 3-SECOND GUST ..................................................................................................................
146 MPH
EXPOSURECATEGORY ............... ....................... .......... ......... ..................................................................................... ..
EXPOSURE C
BUILDINGCATEGORY................................................................................................................................................
TYPE 2
BUILDINGLOCATION .......... ...... -............................................................ ....................... ........... ........... .... ,..... .....................
FLAT GROUND
ROOFSLOPE (PITCH).............................................................................................................................................
4/12
MAINROOF MEAN ROOF HIGHT..............................................................................................................................
12.83 FEET A.F.G.
TOP OF TIE WINDOWS......................................................................................................................................................
10,00' FEET A.F.G.
KdFACTOR......................................................................................................................................................
1.0
NEW ADDITION STRUCTURE AVERAGE WIDTH..........................................................................................................
10.67 FEET
NOTES
CONTRACTOR TO REVIEW ARCHITECTURAL FLOOR PLANS AND ELEVATIONS FOR INFORMATION ON iii• AND WINDOW
�NSTALLATION
• Q.. r
k Ty (71 I
BUILDING
STRUCTURA 1_CTION
p R...a
STUCTURAL SCHEDULE
COMPONENT
CONNECTION
I CONNECTION
OUTSWING FRENCH DOOR
PGT.SERIES
�
GLASSOPTIONS .SIDELJTES
4 ,, Illy #
•
! !
GLASS OPTIONS V
: !'! ..
!. ! !. !
WINDOW
GLASS OPTIONS 'B"
Eii
WINDOWCASEMENT
CASEMENT
! !OPTIONS
IVI�I
it
11��1
I
I�1
II
II
I�rl
1
ICI
II
N
ICI
A
i
i
i
i
4
......�i.l♦Ir
■MI'1!.__J_nno
am..r
�.
III
NMI
0 insmsomam
I
■I
u 1..■■■ons
■
■■I
11 11ignaman
r I
NMI
11 11 lsonsoms
11 11
11 11 IITlnnnnrn
11 11 11
II 11 11
11 II 11
11 11 11
11 11 11
L�LJHLJLJL�LLIMMM
*Manama
ln�Finni
11
11
1
11
VL
1111
11
jHLJLJf
mnnnll
annni
IULJL_1N
I
■
11
■
■
■
II
■.I
If-11
nn
HLJI
nnl
nn
LJLJI
1 ICI
n II
1���1
ill
II
Il
I�1�■Ifll
1
G
Ln
.)
rd �
r
ru o
LLJ
LLj
i ,r +.
ac •
cr—
�r
C i
7-7 r
•
• 0
Iln I �
Ir
CD
CN
MEN
�)
ICI 8 ll I
1 1
ICI
II
it ICI
1: NO. 0 f f '
f 1, !•
DRAM :
APPROVED:
REVISIONS
■ r
MIT SET
01-24-11
ICI
II
II
1��1
I ICI
Il
II
I���I
I
ICI
p
II
I���I
A-3
SHEET OF 13
II�IIIII�.II
I
Ili
11
II
I�.�I
I
1
ICI
II
it
I���.I
I