HomeMy WebLinkAboutFLOOR PLAN14 GA. STL. STRAP SECURED TO SLAB H/ DRIVE
PINS AND NAILED TO BOTTOM OF STRINGER W/
Ibd NAILS ON EACH STRINGER.
2x4 P.T. SECURED TO SLAB H/ 3" DRIVE PINS.
STAIR SECURED TO 2x4 W/ Ibd NAILS FROM THE
FIRST R15ER TO THE 2x4. NOTE THAT 2x4 P.T.
DOES NOT NEED TO 60 FROM STRINGER TO STRINGER.
AI STAIR DETAIL
2x6 LANDING W/ 5/4" G
PLYHD. GLUED $ NAILE
MEMBERS ARE 16" 0/0 Ml
LANDING SECURED TO BLI
WALL W/ 3" DRIVE PINS
12" 0/
2x4 P.T. SECURED TO BLK.
WALL H/ 3" DRIVE PINS ® 12"
0/0 DIRECTLY UNDER
LANDING.
14 GA. I" MTL. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION
OF A STRINGER ON AN OPEN SIDE WHERE THE STRINGER ENDS ON THE
OUTSIDE EDGE OF A DECK. IN ORDER TO CONTINUE A 2x12 FA501A
FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER
AND SECURED TO THE DECK W/ NAILS OR DRIVE PINS DEPENDING ON
WHEATHER WOOD OR CONCRETE. IN GASES HHERE STRAP CANNOT BE
SEEN AFTER DRYWALL 15 HUNG, THE STRAP WILL START FROM THE
UNDERSIDE OF THE STRINGER AS SHOWN.
WHEN STRAP CAN BE
SEEN 5TARTINO POINT
WHEN STRAP CANNOT BE
SEEN STARTING POINT
TOP R15ER SHALL BE SECURED TO DECK
DEPENDING ON CONDITIONS:
1) WOOD TRU55 OR LANDING H/ 5 16d NAILS 5TA66ERED
2) GONG. SLAB H/ 4 3" DRIVE PINS H/ 30#
TAR PAPER BETHEEN CONC. d STAIR.
3) IN CASES *ERE SLAB 15 TOO THIN TO HOLD DRIVE PINS
PROPERLY, 1/4" TAPCON5 HILL BE USED INSTEAD ® THE TOP
RISER AND THE STRAP ATTACHIN6 TO THE SLAB.
STAIR DETAIL
2 STAIR DETAIL
I 0 GMU HALL
2x12 STRINGERS TYP
DING SECURED TO A
POST H/ ONE (1") 14
16E 5TL. STRAP W/
VAIL5. FILLED
I POST SECURED TO SLAB
POST ANCHOR SHOT VV
VE PINS TO SLAB AND
LED TO POST. FILL ALL
_E5
NOTE TO G.G. NOTE:
G.G. SHALL ASSUME RE5PON515ILTY FOR ALL ALL HINDOH5 d DOOR GLAZING TO BE
MASONRY/ROUGH OPENING SIZES AND SHALL VERIFY IMPACT RE51STANT d LOH-E INSULATED.
WITH PRODUCT 5PEG.'s BEFORE CONSTRUCTION.
WINDOW SCHEDULE
MARK
TYPE
STYLE
SIZE
D.P.
NOTES
W
H
+
-
001
SHH33
SINGLE HUNG
2'-2 1/2"
3'-3"
48.80
65.34
002
SH25
SINGLE HUNG
3'-1"
5'-3"
47.51
51.65
Egress
003
SH24
SINGLE HUNG
3'-1"
4'-3"
48.80
65.34
004
SH35
SINGLE HUNG
4'-6"
5'-3"
46.60
60.94
005
SH25
SINGLE HUNG
3'-1"
5'-3"
43.69
55.13
006
SH25
SINGLE HUNG
3'-1"
5'-3"
43.69
55.13
007
SH25
SINGLE HUNG
3'-1"
5'-3"
43.69
55.13
008
SH35
SINGLE HUNG
4'-6"
5'-3"
46.60
60.94
009
SHH33
SINGLE HUNG
2'-2 1/2"
3'-3"
48.80
65.34
010
SHH33
SINGLE HUNG
2'-2 1/2"
3'-3"
48.80
65.34
011
SH24
SINGLE HUNG
3'-1"
4'-3 1/4"
48.80
65.34
012
SHH34
SINGLE HUNG
2'-2 1/2"
4'-3"
48.80
52.93
013
SHH34
SINGLE HUNG
2'-2 1/2"
4'-3"
48.80
65.34
014
SH25
SINGLE HUNG
3'-1"
5'-3"
47.51
51.65
015
SHH33
SINGLE HUNG
2'-2 1/2"
3'-3"
48.80
52.93
016
SHH33
SINGLE HUNG
2'-2 1/2"
3'-3"
48.80
52.93
DOOR SCHEDULE
MARK
STYLE
DOOR
D.P.
NOTES
WD
HGT
+
-
001
SINGLE EXTERIOR
3'-0"
6'-8"
46.60
50.73
MAIN EGRESS DO NOT SHUTTER
002
SLIDING TRIPLE EXTERIOR
9'-0"
6'-8"
43.11
53.97
003
POCKET DOUBLE
5'-0"
6'-8"
004
SINGLE
2'-811
6'-811
005
SINGLE
2'-811
6'-811
006
SLIDING DOUBLE EXTERIOR
6'-0"
6'-8"
44.40
56.54
FR DR
007
SINGLE
2'-611
6'-8"
008
SINGLE
2'-611
6'-8"
009
BIFOLD DOUBLE
5'-0"
6'-8"
010
SINGLE
2'-611
6'-811
011
POCKET
2'-811
6'-811
012
BIFOLD
2'-0"
6-8"
013
SINGLE
2'-611
6'-8"
014
SINGLE
2'-611
6'-8"
I H
ROOF o
TOP BALC
ON UNDER 22'-0"
26-1 1/2"
I'-4" L 11'-0 1/2" LI'-4" L 11'-0 1/2" LI'-4"
I" HIGH RAILING
`.T5 SPACED TO
4" VIA SPHERE.
GLG PER EXT. PORCH
GLG. DET. ON A-3 FOR
w�'Gaina ii G LIAIIGLIGG
2ND FLOOR PLAN
PARKING 5PAGE I i
(a'-0"x 1a'-O") \
/FARKING SPACE 2 \
i (6-0"x IS'-09 \
L - -
1 ST FLOOR PLAN
PRODUCT
P.A. EL / NOA
EXP. DATE
MODEL
MANUE.
GLASS
ATTACHMENT METHOD
BLDG D.P.
PRODUCT D.P.
51NOLE HUNG (5H)
20-0401.11
5/23/2023
5H-7700
POT
IMPACT
141/4" X 1-5/4" MIN. EMBED. TAPCON5 6 67171" OG
SEE ELEV.'S
t 70.0
FIXEDOLA55
20-0401.10
2/14/2024
7720A
POT
IMPACT
�� �� �� ��
141/4 X 1-5/4 MIN. EMBED. TAPCON5 0 b /12 OG
SEE ELEV.'S
f 80.0
(PH)
SLIDING GLA55
20-0429.09
2/11/2025
770
POT
IMPACT
1/4" T.G.'5 X 1-5/4" MIN. EMBED. TAPCON5 ® 5"/13"
SEE ELEV.'5
t q0.0 P5F
DOOR
OG
MULLIONS
20-0406.03
5/26/2026
1 x 2.15
EXT. POT
1/4" X 1-3/8" MIN. EMBED. TAPCONS (4 PER CLIP)
SEE HINDOH SCHEDULE
t 110.0 P5F
x 0.316
SOFFIT
STUCCO
-
-
5MARTVENT
FL 5522 R8
12/31/2023
1540-510
5MARTVENT
SEE PROD 5PEG.'5 FOLD BACK TA55 INTO MORTAF
SEE FORM 100
+ 100.0 P5F
JOINTS
- 100.0 P5F
EXT. DOORS
FL 13459.1
12/51/2022
EXTERIOR
THERMA-TRU
IMPACT
1/4" T.G. H/2-3/4" MIN. EMBED T.G.'s MIN.
SEE DOOR 56HED.
f 67.0 P5F
* 8'-O" FR OR
SMOOTH STAR
ROOFING
MATERIAL
5.M.5.
FL 274ci9.2 R4
12/06/26
DM GLA55
DYNAMIC,
#10 x I" PANCAKE HD 50REH5 ® 6" O.G.
SEE FORM 100
- 115.0 PSF
1000
METAL
4 3" FROM ENDS.
ROOF
FL 14317.1 -RI2
4/50/2025
METAL SEAL
BORAL
PEEL 4 5TIGK
SEE FORM 100
- 105.5
UNDERLAYMENT
ROOFING
CALCULATIONS
AIR CONDITIONED AREAS
SECOND FLOOR 788 SF
GROUND FLOOR 884 SF
(N.I.C. STAIR OPENING 42.0 S.F.) 1672 SF
NON CONDITIONED AREAS
CARPORT
70 SF
FRONT PORCH
32 SF
REAR COVERED
155 SF
BALCONY
ROOFTOP BALC.
155 SF
413 SF
GROSS AREA
GROSS AREA 2 885 SF
revisions
no. date
REV #1 1/20/22
BLDG CMTS
designed PAR
drawn PAR
checked 55
date 11/23/21
scale 1/4" = 1'-0" U.N.O.
job no. 21-0041 . Low
QUA
QUANTUM ENGINEERING ASSOCIATES INC.
•
Structural Engmeenng & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
-z'
Digitally signed
No 61850
_•' •_ by Shawn
�95 E OF
Stambaugh
s`S;ONA; WC.`
Date:
Thisitem'ha,beenelectro -Ily
'na hw5
B-gh,onthede,hownu,ig
Dgtal5ignu.
2022.02.01
Pbnted i-fthled«umentare 13:12:02-05'00'
nsidered signed and sealed and
the signature must be verified on any
electmni-p-
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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FLOOR PLANS
sheet
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