11-109-006NEW METAL PANEL ROOF ON 45# FELT ON 3140 COX
PLYWOOD W1 I Od GALV. NAILS (KING 3HANKED) @ G'
O.C. EXCEPT 48"EITHER 51DE OF RIDGE AND AT
OVERHANG TO BE 4" O.C. ON 2x6 WD. TOP CHORD
PIGGYBACK TRU55E5 @ 24-O.C. (5EE STRUCTURAL
PLANS}
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WORK LIMITED TO NEW PIGGY
BACK TRU55 RECONFIGURATIONS
ON SOUTH ELEVATION
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SIZE J'UUINDOLU
TYPE
III III
FINISH
E TYPE
2 '4'Wx4'-CrH
SERIES C-740
CASEMENT VNDOV
MITE METAL
P
METAL TYE:
1A 1B
GLASS TYPE'B' Y1'
I 'HICK GRAY IINT,
-IMPACT -
3'-l*Wx4'-2 V1
SERIES C-740
CASEMENT WNDO
METAL TYPE.
1A & 1B
1. WNDOW MANUFACTURER TO BE PGT AWMINUM CASEMENT WNDOWS, I OR EQUAL
2. CONTRACTOR SHALL PROMDE SHOP DRAWNGS AND IE COUNTY PRODUCT APPROVAL FOR All EXTERIOR WNDOWS TO BE REPLACED OR INSTALLED.
I IIHE WRACTOR IS RESPONSEBLE FOR COFNCT RD" OPENINGS FOR D09NG AND NEW DOOR INSTALLATIONS. THE CONTRACTOR WLL BE RESPONSIBLE FOR VER"NG
ALL ENSTING CONDITIONS AND DIMENSIONS PROR TO UMNG DOORS.
4. THE FASTENERS TO BE INSTALLED *III THE FOLLOVING SPECIFICATION& -
A. TYPE 1: 2(PF-314) TAPCON 3/16 RAT HEAD �PF-314) TAPCON 3/16 FLAT HEAD AT EACH SIDE OF FRAME 0 16 O.C. MAX AT
TOP & BOTTOM OF WNDOW FRAME 0 14' O.C. MAX SPACING
TYPE 2. �PF314) TAPCON 3/1V FLAT " AT TOP & BOTTOM OF WNDOW FRAME 0 TO- O.0 MAX XPF-314) TAPCON 3/16- FLAT
HEAD AT EACH SIDE OF FRAME 0 16 ar- MAX
c. TYPE 3: �PF-314) TAPCON 3/16 RAT HEAD AT TOP & BOTTOM OF WNDOW FRAME 0 TO- D.C. MAX 3 (PF-314) TAPCON 3/16-
FLAT HEAD AT EACH SIDE OF FRAME 0 16 O.C. MAX
D. TYPE 4: 5(PF-314) TAPCON 3/16' FLAT HEAD AT TOP & BOTTOM OF WNDOW FRAME 0 IT O.C, MAX 4 (PF-314) TAPCON 3/16*
FLAT HEAD AT EACH SIDE OF FRAME 0 16 O.C. MAX
TYPE 5: 20 GAUGE GALV. METAL BRICK TFS EMBOW IN CONCRET AT EACH GROUT JOINT W1H GALV. WALL RONFORCING
(TRUSS TYPE)g GAUGE WTWEEN EACH LAYER TYPE S MORTAR
i CONTRACTOR SHALL PROIADE SHOP DRAWNGS AND DADE COUNTY PRODUCT APPROVAL FOR ALL EXTEF40R WNDOWS TO BE ROUCED OR INSTAIM.
6. PROVIDE 2D GAUGE GALVANIZED STEEL OR PANELS WTH REMOVABLE TOP AND BOTTOM MOIJNTING TRACKS FOR DOORS NO. t THE CONTRACTOR IS TO PROMDE SHOP
DRAWNGS AND CALCULAITONS STATING THAT THE STORM PANELS COMPLY NTH THE SOUTH FLORIDA BUILDING CODFSECTION 2315 (IMPACT), SEC11ON 2309 (WIND
PRESSUW) AND SECTION 23013 (DEFLECTION), BOTH OF WHICH ARE TO BE SIGNM AND SEAO BY A FLORIDA REGISTM ENGINOR
7. SEE PLANS FOR REGUIRMINTS FOR WND LOAD CALCULATION&
& PROVIDE SCREENS W/ FRAME COLOR TO MATCH WNDOW FRAMEATIC.
S
9. SEE SHET A-8 FOR WNDOW TYPE DETAA.& SEE SHEET A-4 & A-5 FOR WIND LOAD CALCULATIONS.
L --- I
TO? Of flN51H GME + 111-8 318'NGVD,
BUILDING BENCH MARK 1 ° 5 71V (+/-)13.13k
SOUTH ELEVATION
SCALE : 1/4'® 1'-0'
...... ....... ...... ....... ..............
................. ........ ........... ....... ........................... ...... ...... ............ ............. ............................ .......... .................. .............................. ..........................
NEW METAL 5TANDING 5EAM ROOF ON 45# FELT ON 314*
COX PLMOOD W1 I Od GALV. NAJL5 (RJNG 5HANKED) @ G'
O.C. EXCEPT 46' EITHER 51DE OF RIDGE AND AT OVERHANG
TO 13E 4"O.C. ON 2x4 WD. TOP CHORD PIGGY13ACK
TRL155E5 @ 24-O.C. ON EXOTING FLAT ROOF (5EE
5TRUCTURAL PLAN5)
m
NGVD.
B,B.k
NEW 3 Y2'x3 Y2'x I14'(A5TM-A4G) GALV. 5TEEL COLUMN5
(FILLED MTH GROUT) W1 CYPRE55 WOOD CLADDING
TRIM
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5747m. M1,1111100
TOP OE fIN51h GRADE + I I 10
BUILDING BENCH MARK
PVC RAILING 5Y5TEM W1 BALL15TER5 DE51GNED TO
PREVENT A 4'ROUN0 BALL FROM PA55ING THRU.
'w''EST ELEVATION
CDERYJ MR
a
412
ENVELOPE WIND'L u/ -"AD CALCULATIONS (DOOR & WOW INDS
TRUSSES P 24THE WIND LOAD CALCULATIONS BELOW ARE BASED ON THE AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
NEW DUAL SLOP
E 2x4 WD. TOP CHORD PIGGYBACKON EXISTING PITCHED ROOF (5EE BUILDING AND OTHER STRUCTURES (ASCE 7-05) AND ANALYZED BY THE USE OF COMPUTER SOFTWARE PROGRAM DESIGNED BY
'0.C.
STRUCTURAL PLANS} (&QL2_-D5 by Meco Ente[p6ses, version 2
BASE WIND DESIGN PERIMETERS
BASIC WIND VELOCITY 3-SECOND GUST .................. .. . ............................................ ............ ................................. 146 MPH
EXPOSURECATEGORY ............................ ........................................................................................................... ...... EXPOSURE C
BUILDINGCATEGORY .................... ............................. . ........................ ... . .... ........................................................ TYPE 2
BUILDINGLOCATION ..................... . ................................................................. ...................................................................FIAT GROUND
ROOFSLOPE (PITCH) . . . . .................................... ............................ .............. . ..... . ...... . .............................. . ... 4/12
MAN ROOF MEAN ROOF HIGHT .................................................................................................................... ......... 12.83 FEET A.F.G.
TOPOF TIE WINDOWS ...................... ...................................................................................................I . .......... ..... . ....... 10.00' FEET A.F.G.
NEW METAL STANDING SEAM ROOF ON 45# FELT ON 314' Kd FACTOR ........ . .................................................................. ...... ................................................................. 1.0
CDX PLYWOOD W1 I Od GALV. NAILS (RING 5HANKED) @ 6' NEW ADDITION STRUCTURE AVERAGE WIDTH ..................... ................... I ....................... .......... . ............................ 10.67 FEET
O.C. EXCEPT 451 EITHER 51DE OF RIDGE AND AT OVERHANG NOTES
TO BE 4"O.C. ON DUAL SLOPE 2x4 WD. TOP CHORD
1 CONTRACTOR TO REVIEW ARCHITECTURAL FLOOR PLANS AND ELEVATIONS FOR INFORMATION ON DOOR AND WINDOW
PIGGYBACK TRU55E5 @ 24"O.C. ON EX15TING COVERED
INSTALLATION REQUIREMENTS.
PATIO FLAT ROOF (5EE STRUCTURAL PLANS} (,'ITY OF SOUTH MIAMI
BUILDING DEPT.
12 ;T,;,1LjC_TURAL SECTION
EX15TING STEEL COLUMNS W1 NEW CYPRE55 WOOD
CLADDING TRIM
2(+1-)
n p
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- - --- ---- -- ----
STUCTURAL CONNECTION SCHEDULE
DOOTS & T40049, tr Iff: I Llf L @ 9.8333' AVOWE TTVb," 1E
COMPONENT1■�
CONNECTION
CONNEC11ON
TYPE
r
MODEL & NOA
SPECIFICATIONS
OUTSWIII FRENCH DOOR
R
PGT.SEIES
III
GLASS OPTIONS
(2.5'Wx6.67'H=16.68 S.F.)
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NOA.07 -0629.1 0
SIDELITES
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PGT.SERIES
SWD-101
GLASS OPTIONS *13'
(1/8 -H.S..+0.90+3/16'HS.)
NOA:07-0629.10
CASEMENT WINDOW i 11PGT.SERIES
C-740
Illliii
GLASS OPTIONS 'B "
(2. 67'Wx4.0'H=1O.683.F.)
NOA.08-0117.11
(1/8' HS., .090,
CASEMENT WINDOW
PGT-SERIES
GLASS OPTIONS '13"
C-740
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C14
JOB NO. 09-104DE-RAR
DATE : 06/15/09
DRAM BY;
APPROVED:
REVISIONS
PERMIT SET
4-11
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Ill II II I�11�I
A-4
SHEET 5 OF 13