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SYMBOL
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, VP
Exhaust Fan w- Llght
Pendant Light
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wall Iight Interior
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F.B.C. 2014 (5TH EDITION) FOR
EXISTING BUILDINGS
SUMMARY:
THE ALTERATION AREA HAS BEEN
DESIGNED TO: LEVEL 2
• Chapter 6 of the FBC 2014 Existing Building
• less than 50% of the aggreregate area
• The lateral -force -resisting system of the existing
structure Is adaquate to withstand any new lateral
loads of the new addition per Section 903.3 of the
2014 FBG Existing Buildings.
• The existing residence has hardwired smoke alarms and
the new addition shall be hardwired and interconnected
to the exist. system where accessible Per R314.3
2014 FBG,
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 9
-Chapter 9 of the FBC 2014 Existing Building
4 2014 FBG 4 CHAPTER 6 OF ASCE 1-10
BUILDING DEPARTMENT PRODUCT
APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS:
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
EVALUATION AGENCY
TYPE, SIZE, SPACING E EMBEDMENT
PRODUCT DESIGN
PRESSURE
APPROVAL*
WINDOWS
3/16" x 2 3/4" TAPCONS
(SINGLE HUNG)
5H-100
PGT
EVERY HOLE. ALL WINDOW
+53.3 / -71.4
03/26/21
(IMPACT)
SIZES SAME ATTACHMENT.
+90.0 / -90.0
16-0114.06
MIAMI /DADE
WORST CASE SCENERIO CALCULATED
HORIZONTAL ROLLER
HR-110
PGT
3/16 x 2 3/4 TAPCONS / 012 HEAD
+53.3 / -11.4
08/31/I1
MIAMI /DADE
(IMPACT)
+60.0 / -15.0
11-0411.06
WINDOWS
FW-238
PGT
3/I6" x 2 3/4" TAPCONS EVERY HOLE.
+53.3 / -11.4
10/26/18
MIAMI / DADE
(FIXED GLASS)
(IMPACT)
+90.0 / -90.0
14-0903.Oro
SLIDING GLASS DOOR
8GD-70
PGT
1/4" x 2 3/4" TAPCONS / •12 HEAD
+53.3 / -71.4
09/25/11
MIAMI / DADE
(IMPACT)
+100.0 / -100.0
I1-0420.12
MULLION
PGT
I/4" x 2 314" TAPCONS / 012 HEAD
+"30. / --13
(EXT. ALUM. TUBE)
M95-13A
1 114" (MIN. EMBED.) EVERYHOLE. WORS
+90.0 / -90.0
-042015
15-0420.08
(IMPACT)
MIAMI /DADE
CASE SCENERIO CALCULATED.
NOTE: ALL PRODUCTS ABOVE ARE TO 15E INSTALLED PER MANUF. SPECS.
TIE INTO EXIST,
2" VTR
Ih 2" LAV
2" SHWR,
3" W.G.
4"
EXIST. TO EXIST,
4" C.O. SANITARY
RISER
FLUI" i5ING RISER DIAGRAM.
VENT TO REAR OF STRUCTURE
CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE
"3 DOWELS to 32" O.C. x TRENCH
WIDTH. DRILL 4 EPDXY 6" INTO
EDGE OF EXIST, SLAB MID -DEPTH.
a
03 BAR 6 MIL. VAPOR BARRIER ON
CENTERED COMPACTED 4 TREATED FILL.
SILH ON GRADE PATCH HI 3/AI YV=¶J� 9®YV
NOTE: SLAB PATCH FOR MECHANICAL TRENCHES - MATCH
EXISTING THICKNESS BUT NOT LESS THAN 4"
O
N.R.
N
F,G,
WALL LEGEND
-----------
HATCHED AND HOLLOW =
EXISTING WALL TO REMAIN
SOLID = NEW WALLS
DASHED = EXISTING
WALL TO BE REMOVED
BUILDING DATA 4 DESIGN PRESSURE SCHEDULE
PROJECT/NAME
ADDRESS:
I HUNEZEKER RESIDENCE
12394 HARBOUR RIDGE BLVD.11
ARCHITECT
I M.A. COR50N 4
ASSOCIATES, INC.
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I.
WIND LOADS BASED ON FLA. BUILDING CODE 2014
8, WALL ZONE (PSF): 4) +66.8 / -12.5
(5TH EDITION) 4 ASCE 1-10, AND 2011 N.E.G.
5) +66.8 / -59.5
2.
BUILDING DESIGNED AS: ENCLOSED OPEN
9- GARAGE DOOR (PSF): +45.0 / -50.S
3.
MEAN BUILDING HEIGHT: NA FT. ROOF PITCH: NA /12
10- LOADS: FLOOR 60 PSF
INTERNAL PRESSURE GOEFIC(ENT +/- : 0.18
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4.
WIDTH OF END ZONE: 4'
IL SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SPEED: 110 MPH 3 SECOND GUST
YES X NC-
S.
BUILDING CLASSIFICATION TABLE 1-1. ASCE 1
M CONTINUOUS LOAD PATH PROVIDED?
F.B.C. TABLE 1604.5 II
YES X NO
Co.
EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1,10
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED7
1.
COMPONENTS 4 CLADDING WIND PRESSURE ON:
YES X NO
ROOF ZONE (PSF): 1) +41.3 / -61.0
IL
14. SOBEING CAARPACITY: 2500 PSF
2) +38.4 / -106.4 3) +38.4 / -151.3
PRESUMPTIVE: -BY TEST: X
15, TYPE CONSTRUCTION (TABLE 60U IIB
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA)
EXIST, CONDOMINIUM
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DATE : I1/I71/i1
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CHECKED : Mc
,REVISIONS :
i 12/19/1'1 bath add.
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