HomeMy WebLinkAboutBuilding PlansPRODUCT
NG DESIGN
OPENING D
PRESSURES
PRODUCT 6ESIGN
PRESSURES
iE
M_ANUFAd6 R
'11MODE#
kPPROVZ
GS
TYPE
ATTACHMENT METHOD
(WORST CASE)
GULF COAST SUPPLY
PLASTPRO
26 GA. 5V
CRIMP
SMOOTH
STAR
FIBERGLASS
FL# 11651.12
1
FL# 5891.2
NON
IMPACT
-----------
IMPACT
#9-ls X 1-1/211 WITH 24 GAUGE HEAD
12" D.C. MAIN FIELD & 6" O.C. PERIMETER
/4"1
" 1-1 @ 14" MAX D.C. WITH 1-1/4"
_F
% 1TW
MINIMUM EMBEDMENT & 2-1/2" EDGE
DISTANCE
OOF
ROOF
rPAN PANEL
ZONE 1 -49.2
ZONE 2 -69.4
ZONE 3 -130.6
_ios.s @ 12" O.C.
-IS6.5 @ 6" O.C.
-67
n
,nn
DOOR
-61.7
_tk5-770
NOA# 11-1018.14
IMPACT
IMP
%" ITW @ EACH HOLE WITH 1-3/8" MIN.
EMBEDMENT & 2-1/2" MIN. EDGE
DOOR
-61.7
-90
PGT
DISTANCE
_j_
WINDOW
-61.7
so
GT
PGT
SH-700
NOA# 11-1013.14
UAPACT
LE WIT H I-
3/9" MIN. EMBEDMENT 1-3/4" MIN.
EDGE DISTANCE
824/821
NOA# 12-0110.14
I
LAG BOLTS @ EACH BRACKET
GARAGE
-D
31.3
-44
8
DOOR
I
_ -, w_ �11-Arc
10 DC%11C%A1 Atin
-
APPRnVAL FOR
USE, OF PRODUCTS
LISTED FOR THIS
STRUCTURE.
..... .... ..
STRUCTURAL LUMBER. TO BE HEM -FIR 2 GRADE OR BETTER WITHIODO P,S-I- MIN. FIBER STRESS VALUE
1.
2,
CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN,
3,
REINFORCING STEEL, SHALL BE GRADE 60 OR. BETTER, WrM 30' MIN. LAP.
4.
CONCRETE COVER OVER REINFORaNG STEEL
FOOTINGS 3' 1;
BEAMS 11/2' j
COLUMNS 1 �/2-
5.
FILL (SOIL) SML BE PLACED IN LIFTS NOT TO EXCEED 12" AND CopIPACTED, TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6.
ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNFI) & SELECTED TO WITHSTAND WIND
FORCES PER THE RDWDA BUILDING CODE 2010 EDITION.
0"
7,
WINDOW AND DOOR ASSEMBLY COMPONENTS TO SE CERTIf I ED BY MANUFACTURER FOR WIND FORCES
PER THE FLORIDA BUILDING CODE, 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8.
PRKAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6- MINIMUM BEADING. SEE LINTEL L;CHEDUI-E FOR
ADDITIONAL INFORMIA'TION.
9.
FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
*NOTE'
ALL SIMPSON STIRCING -TIE PRODUCTS IN CONTACT WITH TREATED i.UMBER SHALL HAVE A
MM" Z -MAX COATING OR BETTER.
-V
AL,
L��]H�DUUE
MARK SIZE DESCRIPTION
L I
2t- 10" PRECAST W/ I # 5 BAR
L2
i Y-6" PRECAST W/ I # 5 BAR
L3
4f-0lt PRECAST W/ I # 5 BAR
L4
41-6" PRECAST W/ I # 5 BAR
L5
544" PRECAST W/ I # 5 BAR
L6
51-1011 PRECAST W/ 1 4 5 BAR
L7
61-6ft PRECAST W/ I # 5 BAR
L8
71-610 PRECAST W/ I # 5 BAR
L9
914" PRECAST W/ I # 5 BAR
L10
101-61f PRECAST W/ I # 5 BAR
L11
PRECAST W/ I # 5 BAR
L12
121-0' PRECAST W/ I # 5 BAR
L13
131-4" PRECAST W/ I # 5 BAR
L14
14141 PRECAST W/ 14 5 BAR
L15
141-811 PRESTRESSED W/ 1 i# 5 BAR
L16 PRESTRESSED W/ 1 f 5 BAR
L17 171-411 PRESTRESSED W/ 1 # 5 BAR
L18
191411 PRESTRESSED W/ 1 4 5 BAR
L19
21f-4" PRESTRESSED W/ I Y 5 BAR
L20
22'-0" PRESTRESSED W/ I # 5 BAR
L21
241-001 PRESTRESSED W/ 1 # 5 BAR
4. L)esign winci vaocity I 10b MPI1 T AbD LF 1: - D End -Forie Width ft.
5. Mean Roof Height: ft. Roof Pitch: 5 :12 Parai),-t it.
& Components & Cladding Design Pressure used: (PSF, bal:;,--.:.,d on Actual sq. ft. @ 30' MRH(W,,.,....
i?, zone 2: Zone 3:W( Zone 4
Zone I:Aq (0 2ones: Garage:l_'
7. Design Loads: Floor: 7 0 PSF Roof/Dead:_L�� PSF Rcc f /Live PSF Balcony: PSF
SLEEPING ROOMS PROVIDE AN EGRESS
Dock: PSF Deck: PSF Stairs: PSF -ence., PSF Railing: _PSF
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT, FOR GROUND FLOORS, 8. Were Shear Walls Considered for Structure? __ X Yes _--not applicable Explain Why Not:
5,7 SQ. FT. FOR UPPER FLOORS. OPENINGS 9. Is A Continuous Load Path provided? --Z--Yes — not applicable Explain Why Not:
SHALL NOT BE LESS THAN 24111 OR 24'W 10. Design Soil Bearing Pressure: 25QO PSF
SILL NOT MORE THAN 441, ABOVE FLOOR.
Ic
M
Al A
9'-4
9w-
1
1365#
- -----------
12 12'-0"
12544
631
F
13 11,4"
1016#
14— 141-0"
1003#
14'-8"
1172ti
4590
16 15'4"
1250#
17 17'4®
950#
361-,4
18 19'4"
0#
g 1:-A,
610#
20
570#
470#
RECESSED jJNTEl6d
JJNLTKL # LLNPT jj
LOAD
'Limp
__�aAFE
kL11 4'-4"4982#
241? L1_
RL2 4t-6"
49ML
12
R1 3 54-8"
40749
2 12L_
RL-4 5).10.
2 lift
179,
RL-5 6%8"
2923#
ALL RE,%MS AR99QHtQRU j&jj_ is LfNLujQ_UjWY1iE_aEXQf
NOTES. ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SHE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
0 9--fv� - Outt,_&L ,, �Z,
"w-wavrz
L 0 POW
DOOR AND WINQQW SU(;K FASTENIN9
QU11figoon ftr Pj:Sign load
DOOR AND WINDOW BUCKS SHALL BE ATrACHED WITH CASE HARD NAILS @ 12- ON CENTER, WITH THE DOOR AND WINDOWS
1.
DESIGN CODE: Florida kt1-RtALiA!=code 2010 Edition w/20_& supplements using ASCE 7-10
'MI)TENED WITH TAPCONS PER THE PRODUCT REV] EW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE
I
,THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2010 FLORIDA BUILDING CODE.
1
In is: Enclosed
Structure Design Partially Em-losed Open Building
3.
Risk Category: —I Y, II —III —IV Exposure "ategory: B XC D
4.
Design Wind Velocity jkg mph __ ASD I 111IF-D End Zone Width
5.
Mean Roof Height: ft. Roof Pitch:_- :12 Parapet ft.
6.
,
Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3 .0MRH(,,o,,-.t case))
Zone 1:_ Zone 2: Zone 3: Zone 4 Zone 5: Garage:-_-
7.
Design Loads: Floor: PSF Roof/Dead: PSF Roof /Uve.____PSF Balcony: __PSF
Dock: PSF Deck: PSF Stairs: _PSF Fence: PSF Railing: _PSF
8.
Were Shear Walls Considered for Structure? ____Yes ---not applicable Explain Why Not:
9.
Is A Continuous Load Path provided? X Yes not applicable
p " plicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Ril,�;.iorts submitted by owner
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT (GROUPED),
WORST CASE)
SIMPSON i
CONNECTCJR(S)
CONNECrOR(S)
UPLII+F DESIGN
Fri: ,�)TENERS
A-ATA
EACH
691#
(1) HETA 10
1810#
10-10d
ATB
1 ST BRG
657#
(1) HETA 20
1810#
10-10d
Is
2ND BRG
460#
(1) MTS 10
1000##
14-1 Od
B-136
IST BRG
1395#
(1) HETA 2T0
1810#
10- (Ac
{t
2ND11RG
945#
(1)MTS 16
I(i(30#
10-10d
B7-E
EACH
15389
(1) HETA 0
1810#
10-1 Od
GRA
EACH
1313#
(1) HETA j0
1810#
10-1 Od
GRB
1ST BRG
2003#
(2)HETA 20
�2700#
1(i 1()d
�t
2ND BRG
1923#
(2) MTS 16
2000#
14- 1 Od
GRC
EACH
1447#
(1) HETA 20
1810#
10-10d
F GRD
EACH
2214#
(2) HETA 2O
2700#
10-1 Od
GRE
EACH
852#
(1) HETA 2 O
18104
10-- -1Od
KING
JACK
1ST BRG
743#
(l) HETA 2¢
1810#
10-1Od
O
2ND BRG
591#
(1) MTS 16:
1000#
14-1Od
HIP JACKS
1`' BRG
157#
(1) HETA 2b
1810#
14-10d
If
BRG
NAILED PER
TRUSS COMPANY
VALLEY
TRUSSES
48" O.C.
672#
(1) MTS 16`
1000#
1.4-1Od
IcaVlclp- v�,t -(a� rF
TRUSS INFORMATION TAKEN FROM MANUFACTURER' S SHOP DRAWINGS. CHAMBERS TRUSS COMPANY �'t'�. �� ' ' t 4a Z' "t" �*• 1 i�.. H T S
JOB #72029. TRUSS ENGINEERING DATED 7/14/14. ALL LOADS RE,1PRESENT WORST CASE LOADING FOR GROUPED S'PIWlu
�-o• tr-tr �-o(x-ar �s-•u- 1!'-0" ( � � °��
CATEGORIES. SEE MANUFACTURER' S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
STUD SP
80 OF WJW
LESS le OC
2
2
3
3
3
3
f OF RILL UNO SM 0 60 END OF W OSt
ii�-4" ORMOFE Iff OC
2
2
3
3
4
4
(A 1„ 41(
..t
�} h
chiN �
I
i
i
d
4
fff�
4
f
�n
w
j{t
I
Y '
1
1
�
�
v
,.i
L
�
E
� r
_ ....:._. _.... 1 �2
kt k
s
-- --.v a _...� __. __..._ '....._. .... ......_.
DRYW SHALL CONFORM WITHSECTION R7()z.�.1 of THE FLORIDAD ..,..:_ ........ _.�._ ....14 . _ .� ....-.�;..__ .�:...� _�,... __ _�_ . � �. .: .,�. .-W.. _._.._ .,.�.:..... 2._
A�s1-I BUILDING ..w .. _...........a �.. � ..n m... _ ��w...�, ...; . 6
RE,SIDE AL CODE. S ! r�
o � � Zczq
CERAMIC rILE IN TUB 1 SHOWER COMPARTMENTS SHALT. CONFORM WITH SECTION � cw
�us
R702.4 OFTHE FLORIDA BUILDING RESIDENTIAL CODE.
QDWALL AND CEILING FINISHES SHALL :HAVE A FLAME SPREAD CLASSIFICATION OF NOT
F _
i
GREATER MAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INS, TION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN �1 �Q:1•�C.,� ..Gib 3:15
-
ACCOMPA746 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.
F 0
C TABLE R301.2(1) t i
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND— -- - — — SEISMIC - - - --- WINNER ICE BARRIER AIR MEAN
$f4ow Sp¢ad° Tnp,ilphic DESIGN - Frost line� DE5tGN UNDGRLAYMENT FLOOD FREEZING ANNUAL
LOAD (mph) etfectsk (NA CATEGORY' Weathering` de O Termite' � TEMP' REOUIREDI HAZARDS9 INDEX' TEMPI
NA See Fig. {t3Ui.(4) NA ! Neglgib}e NA Very NA j NA NA
Heav
l
I
i
t 1
t
t � e
•
a t t
on
I
41
- 1 ==MOAK-r. I — — I �=
147. C 0NpAiAR
E7 Irt'.
A" -Af A Wir r
IN-4-- ZV SSE
PO KWAN C. 14 0 Ot VI
-0/4
'I[OF
w A �RM "allo
SHEET
0
I
v
P&L. $tw
PROVIDED ELECTRIC SMOKE
A CARBON MONOXIDE ALARMSHALL
DETECTOSMOKE
R$ WITH BATTERY
BACK - UP 11I! ALL `Sl.EEPIMG
BE INSTALLED IN ACCORDANCE
AREASS AND STAIR LANDING
WITH F.A.C. RULE EB•3.� 2 WITHIN SIN
WIRED BO THAN" THE ACTIVATION
OF ANY DETECTOR WILL
TEN FEET OF EACH ROOM USED FOB
ACTIVATE ALL
SLEEPING PURPOSES.
Ril
1
7
rFMTU04 Mr-T
t
FROM ILL 'C. FOANEL
f
wt 7'
CAP WITH 1/01 HOLE
R, -4 i 0Vf.ZTJ'&
I�
c
FAN Ql.44RD
CONDENSING UNTf
/
LOW VOLTAGE
ELECTRlm Pomm SUPPLY
REF—R
° E CONNECTION
b
COIL awi)
COMPRESSOR ACCESS PANEL
e
�-SEat RE'f•R!G VALVE
PAD ®^a e. AVE S, TONS ONLY
SW INTERNATIONAL HURRRICANE HOLD 'DOWNS
HURRICANE TIE —DOWNS 1—i/2" TAPCON SGREbYS
INTO SIAB, 1 12 X 314- SCREWY WO CASING
INSTALLED PER CODE
CONDE1dSOR COIL
W,✓1NSU off
SUC710N LINE
REFRIGERANT' LIQUID LINE
AIR CCOC)LED CONDENSING' UNIT SLAB MOUNTED
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND PROPERTY OF THIS OFFICE, AND
WHERE CREATED, EVOLVED, AND DEVELOPED FOR
US ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS,
ARRANGEMENTS, AND PLANS SHALL BE USED'[ BY,
OR DISCLOSED TO ANY PERSON,FIRM,OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF PREFERRED AIR CONDITIONING &
MECHANICAL, INC.
Project
Sheet
Date
.,� ZOO
Scoie
14
i