HomeMy WebLinkAboutRevisions; Drawing ElevationsODUGT
P.A. EL / NOA EXP. DATE
MODEL MANUE.
5LASS
ATTAGH ENT METHOD
BLD& D.P.
PRODUGT D.P.
51NOLE HUNG (5H)
17-0630.0&
5H-7700 P6T
IMPACT
141/4" X 1-3/4" MIN. EMBED. TAPGON5 It 6"/171" OG
SEE WINDOW
t 10.0
OLA55
I5-0430.05
701/720/620 POT
IMPACT
1-/1/4" X I- . TAPGONS a 6"/12" OG
SEE WINDOW 50
t 60D
/FI
t
5LIDIN6 6LAS5
17-0420.12 2/11/2020
T10 P6T
IMPACT
�11 T.G.'5 X 1-5/4" MIN. EMBED. TAPGON5 ® 5"/13"
SEE WINDOW 5C+ED.
± a0.0 P5F
DOOR
MULLIONS
17-0650DI
I X 2.75 EXT. POT
1/4" X 1-5/6" MIN. EMBED. TAPGON5 (4 PER CLIP)
`EE WINDOW 50LE
t 110.0 P5F
x 0.376
HARDI PLANK
L 151c12.2 R6 12/51/25
PLANK JAMES HARDI
SEE NORE5 FOR WOOD AND CMU ATTACHMENT
SEE FORM 100
ALL
51DIN0
510IN6 BLDO PRODUG
5
SEE EVAL REPORTS
FL 5622.1
1540-510 5MARTVENT
SEE PROD SPEC.'S FOLD BACK, TABS INTO MORTAR
SEE FORM 100
+ 100.0 P5F
JOINTS
- 100.0 P5F
&ARA67E DOOR
FL16546.5
MODEL 73W6 CLOPAY
5/16" X 1-5/6" MIN. EMBED. LAC, 50REW5,
SEE DOOR
+ 36D P5F
CLASSIC
(ONE PER BRACKET)
-42.0 P5F
5ERIE5
EXT. DOORS
FL 1630.1 R7
EXTERIOR A-TRU
IMPACT
1/4" T.G. W/2-3/4" MIN. EMBED T.G.'s MIN.
SEE DOOR 50HED.
t 50.0 P5F
f 6'-0" FR DR
SMOOTH STAR
a 4" O.G.
ROOFING
MATERIAL
5TANDIN6 SEAM
FL116q6.6 R5 12/31/21
EN6LERT ENCURT, INC,10
PANCAKE HEAD SCREW X 1"" (5/16"" MIN PENETR.
METHOD 1 = -150.0 P5F
SERIES 1101
THRU BOTTOM SUPPORT), 6"" O.G.
METHOD 2 = -165.0 P5F
(5TANDIN6 SEA
ROOF
FL 14317.1 -RIO 5/21/2020
METAL SEAL BORAL
PEEL d STICK
SEE FORM 100
- 210D
UNDERLAYMENT
ROOFING
— - - - - v, DP FLR
--- -- -- -- -- - -- - .--- -- -- -- -- W-O"T.OBB.
- - - - - - - - CAR. GLO. HT,
s cr
A/C ON PLATFORM
HARDI HORIZONTAL 510IN6 W/4"
WIDE RAI5EV SMOOTH STUCCO
VERT. EDGE BAND
- - - - - - - - - - - - 0'-0' FIN. FL. SLAB
a MAIN FLOOR
R.AI5ED SMOOTH
STUCCO BASE
_ MIN FLO HT
FIN FLR
0 OA
Ali
571,1000 STOP OVER GALV METAL
STEP FLA5HING a ALL OF/WALL__--o
1Y-P...—.-. —
12
4
rK-
rf
HA i HORIZONTAL 51DIN67 W/4"
WIDE RA15ED SMOOTH 5TUC",O
VERT. EDGE BAND
I
// MAX Roof-- HT.
5.M. 5EAM ROOF I N&
14'4" T.O.B.B.
FROM MAIN FLR
6'-0" GI-O. HT.
12
4
ALL WINDOWS ARE LOW-E IMPACT RE515TANT. CAT. V' 170 MPH
ALL DOORS ARE IMPACT RE51STANT
REFER TO PROOMT APPROVAL AFFIDAVIT
ATTACHEDHARDI PLANK 510IN6 TO BE ATTACHED OVER TYVEK SUILDIN& WAP OR 15# FEL1- OVER OVER cmi.
HARDIPLANK TO BE APPLIED HORIZONTALLY P41TH 1-1/4" LAPS AT TOP OF PLANK, HARDIPLANK TO BE
BLOCK
f A6M-144-125, HEADr. f SHANK r.. ..... f OMAX•C:.
IL
r r • ♦ r • rI K OR AER05MITH
AREA i O.C. Ir O.C. fw f,,. K BLOCK.
........■. PLANK .
■ ATTACHMENT TO WOOD FRAME
HARDI PLANK 51DIN6 TO BE ATTACHED OVER TYVEK BUILDIN6 ARAP OR 15# FELT OVER NEH PLYHOOD. HARDI
PLANK TO BE • HORIZONTALLY HTH 1-1/4" LAP5 AT TOP OF wr TO BE 1
ad x 2-vv LoNe rvALvANizED Box NAILS PLACED IN THE OVERLAPPED AREA AT &' ON CENTER VERTICALLY
AND W' ON CENTER HORIZONTALLY INTO STUDS, THROU6H M/52" PLYHOOD 5HEATHIN6. Iq452" PLYPqOOV
5HEATHIN6 TO BE NAILED TO STUDS kq" 10d NAILS a 4" O.C. PERIMETER 4 FIELD.
11111110111F)
WIDE RA15ED SMOOTH 57UCCO
VERT.. E.DOEEp�4BAND
q'-0" CLO. HT.
-1 Tt- yy __6" DP FLR
6AR. CL6. HT.
no.
date
RZV #1
1/2/21
BLDG GMT
REV #2
6/14/21
ADDED HARVI
designed
PAR
raven
PAR
checked
55
date
11/25/20
Scale
1/4" m 1'-0" U.N.O.
job no.
20-0011 . 5MI
am
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.OEASSOCIATES.COM
Shawn M. Stambaugh, PE
FL. ILIC. 61850 — CA 26210
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