HomeMy WebLinkAboutREVISION-Full size Mechanical planACTION R702.3.1 OF TIE FLC -
ALL SFALI CONFORM
IVnTH RIDA BUILDING
�ID L CODE.
CEgAWC TILE IN TUB / S140WER COMPARTMEN I S MALL CONFORM WI iH SECTION
R702.4 OF THE FLORIDA BUILDING RESID�T� CODE
ATION
WALL- AND CE�G FINISHES SHALL HAVE O ED INDEX OFF NO oGREATER CF N07
THAN 450
GREATER THAN 200 AND A 5MOKE DEVE3
CAL RADIANT FLUX `SOT LESS THAN 0.12 WATT
ATTIC INSULATION SHALL HA�a A FLAME SPREAD NOT EXCEEDllVG 25 WITFI AN
PER SQUARE GGSM�D
ACCOMPANYINg1JgIOPED)N17EXNOTEXCEEDRIG450.
FOAM BLOCK INSULATION SHALL HAVE A FI'� SPREAD CF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE RS0120) '
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WINTER ICE BARRIER AIR MEAN
WIND DESIGN SUDJECT TO DAMAGE .FRDM
GROUND SEISMIC Frog Ono DESIGN UNDEiRA.YMENT FLOOD FREEZING AN�NUrPI
SNOW Spo°d° Top a,* hie DESIGN I n Teimlte' TEMP REGURJED" HAZARDS° INDEx
LOAD (mph) °if, I(NA CATEGORY Weatherin' de th Very NA NA
NA Neg6g[No HeOv NA
NA Su Fig. R301.2(4) NA , , _ • _._..__.
.,., et•uenl H I:
TRUSS ID
BEARING
POINT(5)
tVIVIYLYr V.. +�••
TRUSS ACNAL
UPLIFT (GROUPED,
WORST CASE]
51MPSON
CONNECTDR(S)
CONNECTOR(5)
UPLIFT DESIGN
S
EACH
1454#
(1 HETA 20
18107J
1/2"
A-84
55•86
1"&3^o BRG
1269#
2
1)HETA 20
18104
L/2"
.1/2"
ii0r.1/2.
2°°BRG
2041A
(2)HETA24
2365#
EACH
838#
(1) HETA 20
1810d
1/2"
E.Ei
48" O.C.
300#
(1 HETA 20
18109
1/2"GRA
GEE
SIT&3°0BRG
3202#
4)....
3960#
.1/Z"
32-16dx3.1/2"
GRB
1n BRG
2472#
(2)HETA 24
(1)HTSM
Z36S#
11109
1D-1Od X 1.112"
."X 2
Y
2° BRG
(1) FGTR
47254
(4) 3.1/DTRN
X
18)y.S
(2) Y. X 5" TTTEN
(1) NTSM 20
1110#
10.10d X 1.1/2"
(4) Y" X Z-1/4"TffEN
Elm BRG
275#
1)HL!A20
1610#
(9)30dx1.3/2"
KING LACK
1----
743#
(1)HETA20
1810#
(9)20dz1-1/2"
(14) SOdx1.1/2"
Zfl0 BRG
591#
(1i MT516
990#
(9)10dz1-1/2"
HIPIACKS
1n BRG
157#
11 HETA 20
i810#
2N0 BRG
NAR1D PER
TRU55 COMPANY
990#
dz1.1/2
(SA )30"
VALLEY TRUSSES
48"D.C.
672#
11 M7516
(Z
1980#
(28) SOd x 1-1/2"
PIGGYBACKS
48"O.0
3452# ..n nvnwlNGS.
.MT516
[i1AMBERS TRUSS.IQB#7555�7RU55
ENGINEERING DATED
TAUSS INFDRMAIIVry IAnuv rttVm rvwn"me.,"..-.--••- -
ROUPED rATEGORIE5.5EE MANUFACTURER'S TRUSS LAYOUT FORTRUSS It,
7 23 2020. ALL LOADS REPRESENT WORST CASE LOADING FOR G
AND STRAPPING PLACEMENT.
Certification for Design Load Compliance ,gASCE7-10
1. DESIGN CODE: Florida geirPErj/W- ode 2017 Edition w/2C supplements USM
2. Structure Design Is: ___�C Enclosed,_ Partl8lly Enclosed _ Open Building astment coefficient I IZ /
3. Risk Category. _I _It _ III _IV Exposure Category: _8 i� C _D Adj4s -
4. Design Wind Velocity 140 mph ASD-LRFD End Zone Width it
5. Mean Roof Height: lL' R Roof Pitch: (D :12 Parapet-R
6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. R. Q & - MRH (worst case)
Zone 1: Avg Zone 2:-fig. dZone 3:•ZZE�'ZoI`ne 4:- °6 Zane 5:-!t- r kGarage: �P
7. Design Leads: Floor. � PSF RcoMwd: � PSF Roof/L(ve lO PSF Balcony. PSF
Dock: __PSF Deck:.-_ PSF Stairs: _.-_ PSF Fence: _ PSF Railing: = PSF
S. Were Shear Walls Considered for Strudine?4 Yes _Not Applicable Explain Why Net: .
S. is a Continuous Load Path provided? 4Yes,Not applicable Explain Why Not
10. Minimum sail bearing pressure 2000 P.S.F.
STRUCTURAL NOSES:
1 STRUCTURAL LUMBER TO BE HEM•FIR #2 GRADE OR SEf7ERwTH 10OD P.S.L. N.
FIBER STRESS VALUS.
2 CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS. COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGSTO 2500 P.S.I. MiN.
3. REINFORCING STEEL SHALL BE GRADE 80 OR BETER WITH 78" MIN. LAP• ,
4. CONCRETE COVER OVER REINFORCING STEEL'
FOOTINGS 8'
BEAMS 1-UT
COLUMNS 1.112'
S. FILL (SOIL) SHALL BE PLACE IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY,
8 ALL CO PE FLORIDA BUILDING
ONENTS OF IS STRUTLRB HAVE B7 EN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCE
ION
7• DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSLIRES
8, PRECASTJPRESTRESSED CONCRETE LINTELS TO HAVE WMINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS &WINDOWS- SEEATTACHED PRODUCT REVIEW AFFIDAVIT..
,NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATS LUMBER SHALL HAVE MINIMUM
Z-MAY COATING OR BETTER
uN1ELswEoulE
MANUF CN
E ' T-CR
LENGTH SAFE APPLIED SAFE aPPLIFA COMPOSITENO.
UMEL
ORAVITY GRAVITY UPLIFT UPLIFT BEAM
LOAD LOAD LOAD LOAD
Ll
2'10^ 6313d
44600
BF16/IT-30
6113It
l
3547d
76 81FLOAT-111
L3
4'-0" fi113#
30790
8FIGATAB
L4
4'-6" 6L13#
2724d
BF16/1T-38
LS
S'd" 5355#
Z290#
8F16/17-18
L6
S'10" 4360#
2093#
8F16J1T-1B
1880#
BFIGAT-1B
L7
6'-6" 3480#
)
1634#
7 e 8F16/1T-16
Lg
y-6" 2661#
9'-0" 1it43d
3�/�
I3.337F
2zY BF26/1T-18
L9
L30
10'-6" 1533#
) I S
934d
(p Ftb/IT-18
LIl
11-0^. 1366#
Z.Q Z.-1'•
79
P-� 8Fi6/1T-18
112
32'-0" I254#
ZS
723R
]�$$�• 8F16/1T 1B
L33
13'-0" 107Sd
606d
x$ SF168T-SB
L34
14'4)" 1002#
5599
SFi6/17-38
L35
14'-8" 33700
519It
SF16/1T-18
116
15'-0" 32501T
3
465#
Z2 a( 8F16JIT-is
L37
1?'-0' 950#
3z_Y"
g061J
y
Z` g 16JIT-18
118
19'-0" 750#
347#
139
u.-0" S98IX
306#
8F36/1T-1B
L 20
22'-W 5509
295d
F16/IT--IB
L21
24'-0" 450#
267d
OF36J3T-SB
RECESSED mnL5
MANUFACTURER: C45T-0tETE
-
uNTEL LENGTH SAFE APPLIED
NO. GRAVRY GRAVRY
LOAD LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL•1 4'-0" 5206#
R42 0.'•6^ 5206#
RL•3 5'-8" 4567d
RL4 5'-10" 4242#
RI S b'-a" 3220# '$Z.
RL-6 7'-0" 12459#
01_1 4'•e" 1568# _
2635#
35Z5#
3960#
3900#
I6s1#
--- -I
-514
aF14-10
J1T
8F14/3T-le
SF14/]T•SB
8F14/1T-10
8F14J17-16
8F14J1T-IB
8F14/IT-le
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE
SEE STRUCrum NOTES FOR ADDITIONAL INFORMATION.
PRODUCT REVIEW
PRODUGC OPENING
PRUUUt.t
I IV., ......_.._..
----
TYPE
DESIGN
DESIGN
PRESSURES
PRESSURES
(WORST CASE)
SIMONTON/PLY GEM
STORMBRFAKER
FL#
IMPACT #10 X Z PH WOOD SCREW @6"MAX. O.C, AND 6"ON
CORNERS, 1-1/P MIN. EMBEDMENTAND%"DISTANCE
HORQONTAL ZONE4-33.88
-So
WINDOWS
PLUS300VL
163891
TO EDGE
SLIDER ZONES-01.14
IMPACT 3116" TAPCON @ 24" MAX.O.C,1-1/2" MIN.
ZONE
.60
JIID WEN4-33M
PREMIUM VINYL
FL#
EMBEDMENT AND 2-1/2'DISTANCE TO EDGE
DOOR
ZONE54=4
V4509
217061
FL#
tMPACr 3/ifi"TAPCON@24"MAX.O,C.,1-SJ2"MIN.
PATIO DOOR ZONE4-33.88
-60
JELD WEN
PREMIUM VINri
217061
EMBEDMENT AND Z-112" DISTANCETO EDGE
ZONES-41.1
V4500
RMPACT 3/16"TAPCONMAX.O.G, Wlitl SUR10E61T
WINDOW ZONE 4-33.83
•so
JEID WEN
PREMIUM
FL#
33999.4
LENGTH TO PENETRATE MIN, OF 1-1/4"CONCRETE
ZONES-0114
ATLANTIC
AT EACH LOCATION W/Sd/2" MIN_ EMBEOMEJTAND
CASEMENT
2-1/Z"DISTANCETO EDGE
N/A #9 X 15 CQRROSION RESISTANT WITH SEALING WASHERS
20NE 1.33.8
-196.75
METAL SALES
5 V CRIMP
NOAtY
OZ
W/MIN. S/16" PENETRAITON OF ROOF DECK @ 8" O.G
ROOF
ZONE2.48.4
MANUFAC(UR[NG
yg.03y3
PERIMETER&MAIN FIELD FASTEMNG@="MC
ZONES-72.6 CORP. OFE PRODUCTS
BY
USEOF PRODUCTS LLSTE6 FOR THIS STRUCNRE7HATION
THESEALHEREON IS PROVIDEDONLY
TO INDICATE OURREVIEVN
AND APPROVAL FOR
MANUFACTURER,
WHICH CARRIES
MOWN ENGWEER'S
NO OR GUARANTEE
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE
AND
ATTACHMENT ARE BASED ENTIRELY UPONTEST DATA PROVIDED BYTHE
-----------`�-- -
THIS OFFICE FOR7HESEPRODUCIS.
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/ SUBMITTAL REVI
❑ APPROVED AS NOTED
❑ REJECTED
=D FOR DESIGN CONFORMITY
,E TO CONTRACT DOCUMI
'TOR IS RESPONSIBLE
ELATING DIMENSIONS AT JOE
LANCE, QUANTITIES, FABRICA
'.HNIQUES OF CONSTRUCT
NORK WITH OTHER TRADES
amhiteC1.omdf TIC. /
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