16-0412Design Data
Wind Velocity (mph)
Risk Category
Exposure Category
Directionality Factor
Internal Pressure Coefficient +/-
40
45
450
Allowable Stress
OPENING
MARK
Building Data
170
Mean Roof Height
2
Building Width (ft)
D
Building Length (ft)
0.85
Roof Slope (x:12)
0.18
36
37
Design pressures listed below are:
40
45
450
Allowable Stress
OPENING
MARK
OPENING
DESCRIPTION
LOCATION
ZONE
OPENING
ELEVATION
OPENING DIMENSIONS
WIDTH (INCHES) HEIGHT (INCHES)
MAXIMUM POSITIVE
PERSSURE (PSF)
MAXIMUM NEGATIVE
PRESSURE (PSF
1
PGT 9700 SHBI
4
35
36
37
49.8
-53.9
2
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
3
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
4
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
5
PGT 5500 SHBI
4
1 35 1
36
37
49.8
-53.9
6
PGT 5500 SHBI
4
1 35 1
36
37
49.8
-53.9
7
PGT 9700 SHBI
4
1 35 1
36
37
49.8
-53.9
8
PGT 9700 SHBI
4
1 35 1
36
37
49.8
-53.9
Width of End Zone (a) in feet = 4.5
Item
Product
Approval#
Size
Required DP
Allowable DP
1
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
2
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
3
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
4
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
5
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
6
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
7
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
8
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
A
Wall Panel
FL 12225.1
All Sizes
+49.8 -53.9
+43 -70
B
2x4 Mull
14-1105.01
98" long
+49.8 -53.9
+64.7 -64.7
C
1x4 Mull
14-1105.01
37" long
+49.8 -53.9
+170 -170
D
1x4 Mull
Detail AA
All Sizes
+49.8 -53.9
+120 -120
E
1x4 Mull
Detail BB
All Sizes
+49.8 -53.9
+80 -80
*ALL WINDOWS AND MULLS HAVE BEEN REVIEWED AND FOUND TO BE
ACCEPTABLE FOR THE PROPOSED APPLICATIONS
#D
1x4 Mull Truss Header
1 n n n
2x4 Mull 2x4 Mull
#D
#2
1x4 Mull
Single Hung
Receiving
37x62
Block
#A Channel
Wall
Wall Panel ,i
/
Wall Panel
#c
1x4 Mull
#3
Single Hung
37x62
#c
1x4 Mull
#D
#4 1x4 Mull
Single Hung
37x62
Block
#c Wall
1x4 Mull
/
1
Receiving
Receiving
M
Receiving
#A Chan el
#A Channel
Channel
r..�...
Wall Panel ,i
/
Wall Panel
,
Concrete Floor 4 Mull
---.1-117 ..... ........ . ........ . .......... ........... ..... ..........._......... .I ................ .....
36"
1/4x2.5"
ConcretE
at 12" ®(
.t .
ZA,,
Fr
1x4x'
Mull
I`r_ 1111
Proposed work is for a sunroom enclosure at the rear of a unit on
the 4th floor of a 4 story multi -family building with 14 units per floor.
Existing truss tail Units have concrete floor and concrete block walls with truss header.
header (24" OC)
Existing alae#ria complies with FBC 708.3.1.
IVINo changes to electric are proposed or required.
Glazing separating the living space of the condo unit from the
sunroom shall remain in place.
#D 1x4 -----
Mull I I Scope of Work
1/4x2.5" Screw Replace 5 windows size for size.
I
at 24" OC (3 at each #B Install 3 impact windows and impact elite wall
connection) 2x4 Mull panels to create a Category II Sunroom.
(See manufactures
installation details) All windows, mulls, and wall panels are to be installed
DETAIL BB per manufacturers specifications except where noted
otherwise on this plan.
6
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SEE ELEVATION VIEW
325'
45'
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394-2590
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FBC 2014 5th EDITION, EXISTING BUILDING CJD LEYEI it
FBC 2014 5th EDITION, RESIDENTIAL CODE R_ OCCUF'AN�
RISK CATEGORY II. BUILDING CATEGORY VI3•
EXPOSURE C,
INTERNAL PRESSURE CO,;IFFECIENT +/- 0,18,
ENCLOSED BUILDING . OPENING PROTECTION,: N/A
NOTE '-LEY i EL (1 ALN AND NS REQUIRE OUT OF E CN I
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STRUCTURAL NOTE$
1, .ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH
"SPECIFICATIONS" FOR STRUCTURAL CONCRETE BLDG.
CEMENT = ASTM C-150, TYPE 1,
WATER = POTABLE
AGGREGATE : ASTM C-33
REINFORCING STEEL, ASTM A415 ,GRADE 40
SLUMP : 5 INCPES MAX
METAL ACCESSORIES = AGI - 315
CURING COMPOUND . ASTM C-3013, TYPE 1.
FORMWORK : ,SCI 341. DE51GN 4 FABRICATION OT FORM WOR SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR,
C�OD PSF
DESIGN RASED ON AN ASSUMED SOIL BRG, CAPACITY 1
ALL VEGETATION TO BE REMOVED PRIOR TO CONSTR
COMPACTED FILL AND SOIL TO BE COMPACTED TO MINIMUM 95% OF MODIFIED
PROCTOR AS PER D -1551, TESTED IN 12 MAXIMUM LIFTS,
ALL. VEGETATION T01 BE REMOVED FROM SLAB AREA , NO WOOD OR VEG, TO
BE BURIED WITHIN 15 OF FOUNDATI,4�T�. ALFILL �GELLS GAVIT{ES AND GAPS SHALL
BE CLEAN! 01 FILL PLACED
IN 6 LIFTS MECHANICALLY COMP
BE CLEANED OF ALL NON-PRESERVATIVE
A
ALPRIOR�0 P� AGEMENT OF CONCRETE,ATED
OR CELLULOSE
SOIL TREATMENT TO EXTEND I' :BEYOND PROPOSED STRUCTURE, E
SOIL TREATMENT CERT, SMALL BE STORED IN JOB PERM B
ex ist.ing fee
attached sin(
24" SQ, x 12"d CONC. PAD FTG.
W/4 05 REBAR EA. WAY TYP.
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STRUCTURAL NOTE$
1, .ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH
"SPECIFICATIONS" FOR STRUCTURAL CONCRETE BLDG.
CEMENT = ASTM C-150, TYPE 1,
WATER = POTABLE
AGGREGATE : ASTM C-33
REINFORCING STEEL, ASTM A415 ,GRADE 40
SLUMP : 5 INCPES MAX
METAL ACCESSORIES = AGI - 315
CURING COMPOUND . ASTM C-3013, TYPE 1.
FORMWORK : ,SCI 341. DE51GN 4 FABRICATION OT FORM WOR SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR,
C�OD PSF
DESIGN RASED ON AN ASSUMED SOIL BRG, CAPACITY 1
ALL VEGETATION TO BE REMOVED PRIOR TO CONSTR
COMPACTED FILL AND SOIL TO BE COMPACTED TO MINIMUM 95% OF MODIFIED
PROCTOR AS PER D -1551, TESTED IN 12 MAXIMUM LIFTS,
ALL. VEGETATION T01 BE REMOVED FROM SLAB AREA , NO WOOD OR VEG, TO
BE BURIED WITHIN 15 OF FOUNDATI,4�T�. ALFILL �GELLS GAVIT{ES AND GAPS SHALL
BE CLEAN! 01 FILL PLACED
IN 6 LIFTS MECHANICALLY COMP
BE CLEANED OF ALL NON-PRESERVATIVE
A
ALPRIOR�0 P� AGEMENT OF CONCRETE,ATED
OR CELLULOSE
SOIL TREATMENT TO EXTEND I' :BEYOND PROPOSED STRUCTURE, E
SOIL TREATMENT CERT, SMALL BE STORED IN JOB PERM B
ex ist.ing fee
attached sin(
24" SQ, x 12"d CONC. PAD FTG.
W/4 05 REBAR EA. WAY TYP.
1,01 „11 1
g1.08 11`011
2.2x10 COAT, SEAM
�� WAD LAYERS 112" PLY Li_ _ .. _ _ —��
SCALE 1/4" = 1'011
611 NW 1st Avg,
BOYTON 5EACI4 , FL.
PERMIT 0 1"0000412
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CONNECTOR SCHEDULE
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I. LATERAL FORCES PERPENDICULAR AND PARALLEI TO WALL
WAS BEEN CONSIDERED IESS THAN 300 PLF),
2, OTHER SPECS, IF DIFFERENT FROM ABOVE, HAVE THE PRIORITY,
8.00,1" NAILING : 8d :RING SHANK NAILS b" O/C 1:15LD, 4" 0/C EDGES
TYPICAL END
` DE31- 2 x b SYP e 16" 01C
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BEAMS NAILS !VII(oci ? 12" 0/C :STAGGERED
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14 IOd x 1-1/2" NAILS EACH
NOTE : SEE FLOOR PLAN FOR SIDE BEAM SIZES
DRILL T#RU 6" SLAB
I OYER WELL G(?MffACTED
X0tMjN4*EATED SOIL
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2x8FACIA
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W/GALV. FLASHING
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VENTS 6 6'0' OIC TYP,
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7(0-11 MIN.
12" MIN.
4- v
24" SQ. x t2"d CONC. PAD FTG.
W1(4) 05 RESAR E.A. WAY TYP.
POST CONNECTION DETAIL
SECTION N.T,S,
DESIGN CRITERIA
MAIN WI D FORCE RESISTING
WIND LOAD TYPE -- ASCE 1-10
PER FBC 2014, 5th EDITION
BUILDING TYPE = OPEN
EXPOSURE CATERGORY = C
RISK CATEGORY 11, IMPORTANCE FACTOR 1.0
A !3 =Ne>'t0 ,liRgAPI CtDPEH 18iR�itli W BCATTEiiED
OftrnUO M,0100AVAL
STRESS INCREASE =115 - -
DURATION x IZ WIND -9 110 MPN
DEFLECTION 3601240
STRUCTURA WDOD NOTES
1, ALL WOOD IN CONTACT W/MASONRY TO BE PT.
2 -METAL STRAPS, CLIPS AND HARDWA��OSE:LVANIxEp.
3.:STRUCTURAL FOOD
A. A PRIMARY WOOD FRAMING TO 02 HF OR SYP,
B, SURFACED DRY, USED AT 199p MAX, M,C, WITH
THE FOLLOWING STRSS RATINGS.
1, FB SINGLE MEMBER 12000 PS1
11, F13 REPETIVIVE MEMBERS. 1,400 PSI
III. QFC PkPINDICULAR TO GRAIN 565 PSI
IY, E 1'&000,000
4. ALL CON TRUCTION TO CONFORM TO FBC 2014, 5th EDITION
I GRAVITY I 1
TC LL 30 PSF
TC DL 1� PSF
BC LL b PSF
BC DL y0 PSF
TOTAL 55 PSF
STRESS INCREASE - L25
DURA11ON ■ 1.5 WIND 6 110 MPS}
DE'FLECTIhx 3601240
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STAGGERED
7 W112d Sm OIC STAGGERED,
EAM TO Post WI(2) SIMPSON
ILL ALL 14OLES 10d x i-1,/2"
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