HomeMy WebLinkAboutPLANSNEW
O OI O
STORAGE ROOM
JINDOW PLAN
NITS
-2"X4 }
MULL R
(Ty i
GAME ROOM
FIRST FLOOR
�1"X4"X�° ALUMINUM BUCK
AROUND OPENING PERIMETER
FASTENED WITH }" SSTAPCONS
SPACED AT 6" O.C. CENTERED
ON TUBE WIDTH W/ 1 J" MIN.
EMBEDMENT (TYP.)
O 1
�— 2"X4
MULL R
(rYP.
OINDICATES NEW WINDOW - SEE SCHEDULE
GENERAL STRUCTURAL NOTES:
of a Dv
GENERAL: I I
ALL CONSTRUCTION AND MATERIALS SHALL CONFORM �EIVE'�D
TO THE 2014 FLORIDA BUILDING CODE.
ALL GLAZING SHALL BE IMPACT RATED.
ALL WINDOWS TO BE INSTALLED PER NOA AND THE
MANUFACTURER'S RECOMMENDATIONS/SPECIFICATIONS.
SHALL HAVE 28 DAY COMPRESSIVE STRENGTH
QC0O 5,000 SI.
MASONRY & CONCRETE SHALL CONFORM TO ACT LATEST
EDITION.
MASONRY & GROUT SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 2,500 PSI.
GYPSUM BOARD SHALL CONFORM TO ASTM C1396 AND
FASTENED WITH #6 DRYWALL SCREWS SPACED AT 8°
O.C. MAXIMUM.
EXTERIOR PLASTER SHALL BE A 2 COAT SYSTEM WITH
BONDING AGENT AND COMPLY WITH ASTM C926.
WIND LOADS:
ULTIMATE WIND SPEED, 3 SECOND GUST: 170 MPH
BUILDING CATEGORY: 11
EXPOSURE CATEGORY: D
BUILDING OWNER SHALL HIRE A THRESHOLD INSPECTOR
TO INSPECT REINFORCING/DOWELING, MASONRY AND
CONCRETE. SIGN EAL CTIOy�
REPORTS THE BUI G DEPAR NT.
FULL BED OF VULS
(4 SIDES)
NEW J" GYP BOA
FURRING SPA. C
EXISTING F
FIRST FLOO
OCT 2 6 2017
1\
PERMITTING
St. Lucie County, FL
ca
SCANNED
By
St. Lucie COun
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ty
WINDOW SCHEDULE
OPN'G
*SIZE
TYPE
GLASS
ACTUAL WIND
I.D.
(WXH)
DESCRIPTION
PRESSURE(ASD)
1O
34"x60"
FIXED
IMPACT
'-61.6
"FIELD VERIFY
SECTION A
J" = 1'-0„
ST. LUCIE COUNTY
BUILDING DIVISION
R�REVIEWED
FOR IA
REVIEWED gBy
DATE 10-94.�n
MUST BE KEPT ON
NO INSPECTION WILI
FIXED WINDOW
EALANT BEAD (4) SIDES
1"X4"X}" ALUMINUM BUCK (4) SI
SILL FLASHING -
PTD. PLASTER FINISH TO MATCH
EXISTING. SLOPE SILL.
(2)-#S EPDXY 8" INTO EXISTING
JAMBS
CONCRETE SILL
#5 DOWEL SPA. @ 2'-0" O.C.
EPDXIED 8°INTO EXISTING
FOOTING
8" MASONRY. GROUT SOLID AT
REINFORCING.
EXISTING FOOTING
IOR
MADE
ESE P I 1 5 AND P PROPOSCD WORK
n. BJE 1 ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN OTMER TO
COPY WITH ALL APPLICABI E CODES.
,.SUMMIT
DESIGN & FORENSICS, INC.
SOS NW NERD LE MU. SUM 107
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OB NO.
2017-162
S-1
2'X4' MUL
BAR (TYP.)
O
O
rm
STORAGE ROOM
NEW WINDOW PLAN
NTS
O O
'X4" MULL
BAR (TYP.)
1
,�2•X4' MULL BAR (TYP.)
GAME ROOM
O
NF—
OINDICATES NEW WINDOW - SEE SCHEDULE
GENERAL STRUCTURAL NOTES:
GENERAL-,
ALL CONSTRUCTION AND MATERIALS SHALL CONFORM
TO THE 2014 FLORIDA BUILDING CODE.
ALL GLAZING SHALL BE IMPACT RATED.
ALL WINDOWS TO BE INSTALLED PER NOA AND THE
MANUFACTURER'S RECOMMENDATIONS/SPECIFICATIONS.
�CREFE SHALL.HAVEY28 DAY COMPRESSIVE STRENGTH
MASONRY & CONCRETE SHALL CONFORM TO ACI LATEST
EDMON.
MASONRY & GROUT SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 2,500 PSI.
I
LOADINGS:
WIND LOADS:
ULTIMATE WIND SPEED, 3 SECOND GUST: 170 MPH
BUILDING CATEGORY: II
EXPOSURE CATEGORY: D
INTERNAL PRESSURE COEFFICIENT: +/-0.18
WINDOW SCHEDULE
OPN'G
*SIZE
TYPE
GLASS
ACTUAL WIND
I.D.
(WXH)
I DESCRIPTION
PRESSURE (ASD)
lO
34"x60"
FIXED
I IMPACT
I '-61.6
*FIELD VERIFY
RELU', yw AW 16 0
SECTION A
in = 1,-On
WINDOW
CRETE SILL
STUCCO FINISH TO MATCH
EXISTING
(2)-*S EPDXY 8" INFO EXISTING
IAMBS
35 DOWEL SPA. ® 2'-0" O.C.
EPDXIED B" INTO EXISTING
FOOTING "'
8' MASONRY. GROUT SOLID AT
REINFORCING.
SCANNED
BY
St. Lucie County
,.&,SUMMIT
DESIGN & FORENSICS, INC
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]OB NO.
2017-162
S-1