HomeMy WebLinkAboutFLOOR PLANSTAIRWELL
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SOCIAL ROOM
40'-0" X 40'-6"
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EMERGENCY ® _
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SOCIAL ROOM OCCUPANT LOAD
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CHAIRS O BAR 6
nil'
STAFF 1 3
10 TABLES W14
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EGRESS PATH
CHAIRS EA. 40
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TOTAL OCCUPANCY 49
BAR
EXISTING
EXIT
SOCIAL ROOM LIFE SAFETY &
FLOOR PLAN
N.T.S.
SOCIAL ROOM
USE GROUP : ASSEMBLY 'A'
SOCIAL ROOM OCCUPANT LOAD: 49
ST. LUCIE COUNTY
ROR IA E
REVIEWED 2 u tI
DATE
NO PERMIT
'
MUST BE PT ON JOB OR
NO INSPECTI N WILL BE MADE
THESE FIMS AI@ AI L P94POSED WOM
ARESORgeTTOANY COMECTIOND
REQUIRED Fib r ELO INSPECTORS TiMAT ., ;
M'AYEEHECE MYINORDER TO `
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CONCEALED FAS IFNERS OR ATIACRMENTS
ARE THE RESPONSIBILITlY OF THE
CONTRACTOR OF RECORD
SOCIAL ROOM: IS SPRINKL RED
(2) OUTS PROVIDED IN SOCIAL ROOM
EGRESS WIDTH REWIRED PER PERSON SERVED = 0.2 INCHES
3-0M DOOR UM PRO DED THEREFDOOR ORE ADEQUATE IMDTHLOAD 9.8 PROVIDEDR�� (��)
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DESIGN & FORENSICS, INC
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MULL BAR 1"X4')(r ALUMINUM BUCK
• (TYP. AT AROUND OPENING PERIMETER
DOOR) FASTENED WITH r SS TAPCONS
SPACED AT 6" O.C. CENTERED
ON TUBE WIDTH W/ 1 J" MIN.
OO O O O EMBEDMENT (TYP:)
O O O O O O
2"X4"* A
MULL BAR Sz
(TYP. AT
2"X4'* A WINDOWS) 2"X4"* A
MULL BAR Ls'z 1 MULL BAR
CTYP-) SOCIAL ROOM )
NEW WINDOW/DOOR PLAN (FIRST FLOOR) N <--
NTS
OINDICATES NEW WINDOW - SEE SCHEDULE
OINDICATES NEW DOOR - SEE SCHEDULE
DOOR SCHEDULE WINDOW SCHEDULE
OPN'G
*SIZE
GLASS
I.D.
I (WXH)
DESCRIPTION
(
IMPACT
& PANIC
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DEVICE
OPN'G
I.D.
*SIZE
(WXH)
GLASS
DESCRIPTION
O
34"X63"
IMPACT
O2
30"x63"
IMPACT
*FIELD VERIFY
GENERAL STRUCTURAL NOTES:
GENERAL:
ALL CONSTRUCTION AND MATERIALS SHALL CONFORM
TO THE 2017 FLORIDA BUILDING CODE.
ALL GLAZING SHALL BE IMPACT RATED.
ALL WINDOWS TO BE INSTALLED PER NOA AND THE
MANUFACTURER'S RECOMMENDATIONS/SPECIFICATIONS.
CONCRETE SHALL HAVE 28 DAY COMPRESSIVE STRENGTH
OF 5,000 PSI.
MASONRY & CONCRETE SHALL CONFORM TO ACI LATEST
EDITION.
MASONRY & GROUT SHALL HAVER 28 DAY COMPRESSIVE
STRENGTH OF 2,506 PSI.
GYPSUM BOARD SHALL CONFORM TO ASTM C1396 AND
FASTENED WITH S6 DRYWALL SCREWS SPACED AT 8"
O.C. MAXIMUM.
EXTERIOR PLASTER SHALL BE A 2 COAT SYSTEM WITH
BONDING AGENT AND COMPLY WITH ASTM C926.
LOADINGS:
WIND LOADS:
ULTIMATE WIND SPEED, 3 SECOND GUST: 170 MPH
BUILDING CATEGORY: II
EXPOSURE CATEGORY: D
INTERNAL PRESSURE COEFFICIENT: +/-0.18
BUILDING OWNER SHALL HIRE A THRESHOLD INSPECTOR
TO INSPECT REINFORCING/DOWELING, MASONRY AND
CONCRETE. SUBMIT SIGNED AND SEALED INSPECTION
REPORTS TO THE BUILDING DEPARTMENT.
PRODUCT, APPROVAL
NOA
Product
Model Number
Manufacturer
Glass
Attachment Method
Actual Pressures
Product Rated
Type
Design Pressures
18-0430.05
axed Window
PW7720A
1 PGT
Impact
#14 SS SCREW ® 6.5"/12' O.C.
+46.1/-61.6
+80/-80
— 9 .1
Swing Doors
Summit series w/
transom and
Idora Aluminum
Glass Product
Impact
#14 SS SCREW ® 4"/17" O.C. AT JAMBS
+46.1/-61.6
+90/-90
panic exit device
1/4" TAPCON W/1-1/2" EMBED. AT HEAD/SILL 0 4"/13.5
w/Tock option
y14 SS SCREW WITH (3) CLUSTERED AT HOR MULL
impact Resistant
(4) 1/4'tapeons (2' mfn embed) at each clip
LL#: 261.1
Mullion
Aluminum Tuba
ullio s
POT
Impact
top and bottom
+46.1/-61.6
y'ti
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DESIGN RT FORENSICS, INC.
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TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE �, Lucie COUnty,
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES AND THE
APPLICABLE FIRE-SAFTY STANDARDS AS DETERMINED BY
THE LOCAL AUTHORITY IN ACCORDANCE WITH THE
SECTION AND CHAPTER 633, FLORIDA STATUTES
(110.8.4.4)
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FULL BED OF VUI
(4 SIDES)
NEW a" GYP BC
FURRING SPA.
EXISTING
FIRST FLOI
tpANI
NEW FIXED WINDOW
SEALANT BEAD (4) SIDES
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1"X4"Xa" ALUMINUM BUCK (4) SIDES
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(2)45 EPDXY 8" INTO EXISTING
JAMBS
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FOOTING
B" MASONRY. GROUT SOLID AT
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