HomeMy WebLinkAboutModified Window Opening PlanDESJGW CRITERIA
FLORIDA BUILDING GORE, 6th EDITION (2011) - EXI5TIN6 BUILDINC5
ROOF LOADS (EXISTING)
DEAD........................... _...................... _.............. ..... ............. 20 PSF
LIVE................................. ........................................-......20 P5F
DESIGN GRI IERIA PER ASGE 1-10
ULTIMATE WIND SPEED REGION, V(ult).._._...............160 MPH
NOMINAL WIND SPEED REGION, V(asd) ............... 124 MPH
WIND BORNE DEBRIS REGION
ENCLOSED STRUCTURE
BUILDING HE16HT < 15 FT
ROOF PITCH WA
RISK CATEGORY II
INTERNAL PRE55M COEFF. t OJb
EXPOSURE B
HEIGHT d EXPOSURE COEFF. 1.0
NONNAL COAWONENT 6 CLADDING PRESSURES PSF (ASDI
ZONE
EFFECTIVE AREA (50, FT)
0<10
11(20
2)<50
51<100
I
WA
2
3
4
+28
-30
+26
-2q
1 +25
-21
+24
-26
5
+26
-31
+26
-35
+25
-31
+24
-2q
4
WA
5
END ZONE 5 15 WITHIN A DISTANCE OF (a) = 4 FT FROM BUILDING CORNERS.
SCOPE OF WORK
I. SCOPE OF WORK 15 LIMITED TO THE MODIFICATION OF AN EXISTING 4'4' x 3'-0' WINDOW OPENING To A HEW 5'-0' x 6-15' DOOR OPENING
IN MASTER BEDROOM AS NOTED IN PLAN.
STRUCTURAL NOTES
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENNNER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK
3. ALL DOORS AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITHSTAND THE PE516N WIND PRE55MB
NOTED IN TH15 DOCUMENT AND SHALL BE IMPACT RESISTANT OR PROTECTED WITH IMPACT RESISTANT GOVERIN6 MATERIAL
AS REQUIRED BY THE FLORIDA BUILDING GORE.
MASONRY
I. CONCRETE MASONRY WORK SHALL BE IN AGGORDANCE WITH AGI 530.1/ASGE 6/TM5 602, SPECIFICATION FOR CONCRETE
MASONRY STRUCTURES AND AGI 530/A5GE 5/TM5 402, BUILDING CODE REGUIREMENT5 FOR MASONRY STRUCTURES.
2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM GqO, 6RADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED
IN ACCORDANCE WITH ASTM GI40 AND SHALL HAVE A MINIMUM FM = MOO PSI.
3. GROUT SHALL BE IN CONFORMANCE WITH A5TM 6416, COARSE TYPE SLUMP q' TO II'.
4. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G710, TYPE S.
EXIST 8' GMU WAL
IN RUNNING BOND
r
f
TOP OF EXIST CONCRETE BEAM
EPDXY ANCHOR VERT BAR
INTO BOTTOM OF EX15T CONC BEAM
�o
8'
„^ REMOVE EXIST GMU WALL
PROP05W DOOR OPPENIN6
++
T/BM r
+�
l— VERIFY OR PROVIDE
#5 VERT IN 6ROUTED
.LL',rr my GEII
y�•, � SAW GUT FADE SHELL A5 REQb _ �I�<•
TO PLACE A5 VERT BAR IN
_GROUTED CELL, TYP ® JAM55
# u5 DOWEL x36' ),/ 6' EPDXY
EMBED INTO EXIST FTC s
T/EXIST FOOTING
To�
3 5'-0' W OPENING) ,Ik r
MODIFIED OPENING IN EXISTING WALL
SCALE: 5/4' = 1'-0'
KEY PLAN
NT5.
(+/-) DENOTES DE516N WINDOW PRESSURE (mci) NORTH
u-1
EXIST 8x16 CONC BM
4': 4° II.OG...4.:..
PT. BUGKAS RE(�I11RED
BY DOOR MANUFACTURER
-
I/4'm GORRA510N•RE515TANT
TAPGON5 INTO GROUTED
MASONRY IN 1 3/4' EMBED TYP.
(MIN OF 3 FASTENERS EA SIDE)
r
DOOR ATTACHMENT DETAIL (MASONRY)
NOTES: SCALE: 3/4' = 1'-0'
I. ALL DOOR PERIMETERS SHALL BE WATERTIGHT. PROV112E AN APPLICABLE APPROVED
WATERPROOF SEALANT, (1) COAT BEFORE IN5TALLING BUCKS 8 (1) GOAT AFTER BUCK INSTALLATION.
2. USING 5TRUGTURAL WOOD BUCK -
THE MINIMUM STRUCTURAL WOOD BUCK SHALL BE 1 1/2' THICK ATTACHED TO 6ROUTED MA50NRY
OR LONG W/ 1/4'0 CORROSION RE S15TAW TAPCONS A5 SHOWN. FASTEN DOORS TO BUCK
W/ MIN. IWO STAINLESS STEEL WOOD SCREWS AS PER NOA.
3. NO STRUCTURAL BUCK.
THE DOORS SHALL BE FASTENED DIRECTLY TO THE GROUTED MA50NRY OR GONG
W/ IWO CORRO51ON RE5ISTANT TAPGON5 A5 5HHOM OR AS PER NOA.
He Copy
SEAL:
AW
REVIEWED FOR = �
CODE COMPLIANCE
ST. LUCIE COU e
BOCC /I'240
ICHAEL A. LUE, P.E.
FL RDA REG. #47520
1t
JOB
NAME: HERNANDEZ RESIDENCE
ISSUE DATE:
1 -5-19
This drawing and design as shown Is
the property of ML Engineering, Inc.
ENGINEERING, INC
g000 PENNY LANE
JOB NO.
19-215
Reproduction and/or use of this drawing
or any content therein, without express
..
Consulting Structural Engineer `
DRAWN BY: CHECKED BY:
TR IVIL
F; 203o s�tn Avenue
FT. PIERCE, FLORIDA
consent or permission of this company
Is prohibited, may constitute an infringe-
s ., Vero Beach, Florida 3296
ment, and may be subject to legal action
TITLE: MODIFIED WINDOW OPENING
SHEET NO: S-1 OF 1 SHEETS
y t'hone: 972.569.1257 Fax: 772.569.4041
by MIL Engineering, Inc-