HomeMy WebLinkAboutFLOOR PLANPRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS TYPE
ATTACHMENT METHOD
PRESSURES
DESIGN
(WORST CASE)
PRESSURES
WINDOW
-47.9
+59/-55
MI WINDOWS AND
SH185
FL# 15447-R1
IMPACT
#10 WOOD SCREWS @EACH HOLE
DOORS, INC
WITH 1.3/8" MINIMUM EMBEDMENT
-07.9
+50/-50
MI WINDOWS AND
620/630/640 SGD
FL# 15374.2
IMPACT
# 14 WOOD SCREWS EACH HOLE
DOOR
DOORS, INC
WITH 1-S/8" MINIMUM EMBEDMENT
DOOR
-47.9
-67
THERMA TRU
SMOOTH STAR
FL#15225.5
IMPACT
WITH
1-1/T4,"NMINIMUM EMBEDMENT
ZONE 1-39.4
OWENS CORNING
OAKRIDGE
NOA#11.0430.01
N/A
6- ROOFING NAILS PER SHINGLE WITH
SHINGLES
3/8" DIA. HEAD
ZONE 2 -67.5
ZONE 3 -101.4
ELF.VA710-.N..
a
0 rT ----�-Vj TION 6 tl I tI
L't,
ELECTRICAL LOAD CALCS
8S4 S.F. LIVING @3 VA
2562 VA
TWO 20 AMP APPLIANCE CKTS
3000
LAUNDRY
1500
DRYER
5000
DISHWASHER
1200
RANGE
12000
WATER HEATER
45W
WELL
4500
MISC
45a
TOTAL
38762 VA
FIRST 10 KVA @ 100%
1DODO VA
REMAINDER @ 40%
11505
TOTAL
21505 VA
A/C HEAT @ IGO%
10000 VA
TOTAL
31505 VA
31505 VA =
131 AMPS
_
240 V
USE 150 AMP SERVICE
i
f"!
0
sw ljo� kt Cps I�
..E?-
Izo/Z40
146
15o 4"
MQ>K
itCo au LRL>b
1'1ED TO 1b�.t7G. STEEL
41- P k! V S t-3
ELE cTk=lc_P.L �=tSE�z
COFNE.K SER-V I cE N TS
00*rf-; PTG.OL)lDE• AX.C' FAU.I.S PP.A•Cl�r►TI b 1J
It,) AC.L Q�De�Mg
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL.
Certification for Design load ComR nce
1. DESIGN CODE: Floridag6L9t VAL. code 2010 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: -X- Enclosed Partially Enclosed _ Open Building
3. Risk Category: _I _II _III —_IV Exposure Category: A B _C _ D
4. Design Wind Velocity (n0 mph _ ASD LRFD End Zone Width ft.
S. Mean Roof Height: U ft. Roof Pitch: r :12 Parapet — ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH(."� a-))
Zone 1:-39.4Zone 2:�7.5"Zone 3r1°1•4Zone 4—AT9 Zone � 5 Garage:_
7. Design Loads: Floor: 5SPSF Roof/Dead: I PSF Roof /Live 30 PSF Balcony: =PSF
Dock: =PSF Deck: — PSF Stairs: — PSF Fence: -- PSF Railing: — PSF
8. Were Shear Walls Considered for Structure? X Yes _not applicable Explain Why Not:
9. Is A Continuous Load Path provided? X Yes _not applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports submitted by owner
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR * 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO MEET THE ULTIMATE
DESIGN WINDSPEED PER THE FLORIDA BUILDING CODE 2010 EDITION.
7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
`NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SMALL HAVE A
MINIMUM Z -MAX COATING OR BETTER.
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT. FOR GROUND FLOORS,
5.7 So. FT. FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24'H OR 20V
SILL NOT MORE THAN 44" ABOVE FLOOR. I IL
SO 1- oL'
fa
-5] MP.SO ht A C & MAX FOST CAP
>�:LU5210-2 FTAN�ER
ip. WD�-P2ST.--
bpl�yvp
11 M
v9RYF7_
Wc4f qA OLOED
7 wl/ a Ls S_94-_
sal.
i
TE$L
i
SCANNEO
BY
St. LtTrl��,
F1'
7 r` t sa
aj9_�k
ILL
Y
Z
re=a
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CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORST CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A-Cl
EACH
668#
(i)MTS16
1000#
14-IOD
GRA
EACH
1231#
(2)MTS 16
2000#
14-IOD
GRB
1 & 2
BRG
50-1
(1)MTS 16
10"
14-IOD
GRB
3 RD BRG
1267#
(2)MTS 16
2000#
14-10D
GRC
EACH
1013#
(2)MTS 16
2000#
14-IOD
HIP JACKS
1 BRG
467#
(1)MTS16
1000#
14-10D
2 BRG
NAILED PER
TRUSS COMPANY
KING JACKS
1 BRG
631#
(1)MTS 16
1000#
14-IOD
2 BRG
302#
(1)MTS 16
1000#
14-IOD
VALLEY
TRUSS
48" O.C.
MAX
_
672#
(1)MTS 16
3000#
14-IOD
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS I RUSS INC., COMPANY JOB
# 71665. TRUSS ENGINEERING DATED.1/30/2014. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED
I
CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS IC4ND STRAPPING PLACEMENT.
PLYW"D, 5m . Lolc IPS Aa R.1Nfo'54A'Nv_ *Ls
PER NAILING toNlL ti,tA?LJI A&OV15
. • 7Ru s w/-(14 104 Y. I'htt
_ FD1Z- 5DFF liT 60 ARD
Ifod
OL (2 RDW S) STA64o erP
�E
DCKT).LZ, CD N.T. _
-- fyEl /kLUMr SDFF1 A_C-/o MAA, i?0 T (A"P W/
N1tTc.�- To P ?- -. - 9EaM
21 OII
7YSO"N A5UWe POST 2)XSLE-W/519#
�"( Ta SLAB 4 (Z�) i/t'L?NRU-1304.r5
TO PO;T
N __ -
A"
P R7
�� 3f�t11=�:1=a (.
j
T
ROOF SHEATHING NAILING ZONE INFO.
ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
70NE P2 4' X IFN(dTH W/8d RING SHANK @ 4" O.C''PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X•LENGT H @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD -
NOTES:
lc)i 12" C.DX PLYWOOD SHFATHTNG
2')' - 0" OR GREATER MEAN ROOF HEIGHT SI-IALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FFI_T SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ k)TM D226..
NOTES
DRYWALL SHALL CONFORM WITH SECTION R702.3. t OF TI-IE FLORIDA BUILDING
RESIDENTIAL., CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATHC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TA13LF R301 2(1)
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NOTE; movtvs yiMPSorJ
SP t, G1 ror t BOTTOM
eLAT%:. rE yr ry aTHTi.t'
bTNO -1/'(r-toci PAILS
lye & F',T, BO RO tiOl PLAT E
W/ 11-L"91 P-'s- Q MA, C>.c,
mil/ z'zZ'zYb" Wn,s�+'-1cs
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11) E�19N
�To o ra( hI'
le9oc INA
CA7EGORY�
' Ok?SFISIGN----
TO
Weatlein®o deph°G�mMIs
Frost ime�-
IGN
vTEMP°1—�
IREOUIRED°
�0� NDLRNA MENT
HAZARDSo�DEXI
IR MEAN
ANNUAL
TEMPI
iL A3tll 2(4)
NA
Negl�gibla NA very
I
� _FLOOD
�I'R NANG
NA
ROOF TRUSSES
DOUS-E TOP P.AI
CWPoiE SUDS (I
8'-0' HIGH W.L'.
HEADER (DOJB.E
SPACER GLJED A
D.C. STAGGERED E
STRAP Ev sm,
LSTA 18 OR WTiS
HEADER STJDS
FULL LOOM STJ
NOTE SUPSD1 I
REP;ACE YF 16
SIR* EACH STU
51MPSON SP4 OR
MLS
P.T. BOTTOk PU.'
3& o`t
\� V
n II I /tf.
� srl
�'mft-
41,11
1170_UNDATION SCHEDULE
FOUNDATION DESIGN IS BASED ON A
UNIFORM SOIL BEARING OF 2500 PSF.
S-1 4" (2500 PSI) POURED CONCRETE
SLAB Wi - FIBERMESH REINFORCING
OVER .000" VAPOR BARRIER ON
CLEAN, COMPACTED, TREATED FILL.
F-I 18" DEEP X 18" WIDE MONOLITHIC
FOOTING WITH 3 #5 BARS
CONTINUOUS.
„
MAXIMUM HEADER SPAN
3'-O 6'-O' j 9'-0' 1Y--0'
POINT BEARING FEADER CONNECTIGN DETAIL
9
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