HomeMy WebLinkAboutTHE PORCH FACTORY INSTALLATIONDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State o1 Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=160 MPH
Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall confarn to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 15o
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1 % _ ASTM C 260
1.1.4. Water reducing agent- ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric -ASTM At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after botching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hotweather recommendation:
I.S. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM 8633. or stainless steel series'300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor In the field.
7. When Installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen backs or upright, the pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing a"xB" Thickend Edge 4" Slab on Grade
Existing concrete. No additional concrete roofing Is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Half Mansard 18/14
HOLLOWSECTIONa SELF-`nNG BE"
rSMB1 PORCH FACTOF
2xT r.r.DUi6' 2x<6MB: tx<'x B.ON'x0.10P 19, PFB; Z•x3.TS
2x1 T.3'[AP]P 3x66M& TxIT MIMI^x0.1PP 5]S PFB: 2'[SAS
2.4'Sd'.MGST 2.66M& Tx6•x0.O5Px0.$R COLUMNS
2.6: Tx Sx0A5P 2x76MB: Tx T[O.p5T x0.12P 3k3. Yx3'x0.12r
OPEN BACK SECTIONS 2xBSMB: Tx0•x0.0]Yv0.134 4x4: 4•z C• 0.12r
._>............. 2x9SM0: zxe_[O.on_x0.12a^ axe T. Cx 0.ur
MINIMUM FASTENER EDGE DIBTMCE: IT KB: KNEE BRACE
MINIMUM FASTENER SPACMO: LP AMFIEGCHANNE
CONCRETESCREWANCHOR: SHEET MATEL SCREWS RMS1'
SIMPSONTRENHDOREOUWA RW BURDIX OR EQUIVXENT
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
T
a
o
2xx Iv
1
p>s
FB
SIB
J
6]5
PFB
T
]ate-rrd
1VV
M
5� e
_HOST
Flu GuMER
Damp)
�1i
G1
2.
m
m
m
m
m
a
%
G
m
m
m
m
m
m
m
m
m
�
pk
pY
m>
pm
Cm
`'ti
G
W!"M
au• I e'e• I ea• I ea• �a� I e'a' { eaI 5•a I sr
a
m
m
m
m
m
m
m
m
m
Il($m]9I
�eaI aa• er t ea• j e�s I Ma• l er
5•a•
l ea•
0
;v
mB 4
a
n
5.T5
pFB
k
�
4 r
g
PF5
B
i
OOOpppO
�00p0
N®�pOpO
O
W ° Ae
LIL
t
SCANNED i
BY C
St. Lucie County 0.
r
W
W
N
J
Jr
d
J > a
N
d to
O ° °
= R. °
O ° Lt.
= r°e D) (7m�
to 2 d
inn.
r
9 LL
Q
d
0
IL
SHEET
1
—NOTE -NOT ALL DETAILS ARE USED F
IW BRACKET CVT FROM
1-x S ANGLE. CONNECT
WITH (9) 014 X 314' SMS
0 0 0
0 0
O
O
O
--
O
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BEPRESENT.ENSURE
MIN. REQUIRED ANCHOR
EMBEOMENTINTO
CONCRETE
FOUNDATION PER PLAN
BR-1 CABLE BRACING
A-2 SCALE:NTS
2'M VW ANGLE EA
SIDE
(1) WV DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
EVE RAIL
EYE BOLT FOR CABLE TENSION
1RI' S.S. CABLE
1-1/4'x6 'x 1M'ALUM. FLAT
BAR. WITH (2) M' DIA. CONCRETE
ANCHORS. MIN. 2-3/4' EMBEDMENT
— (1)11S DIA THRU BOLTMTH
NYLOCKJAM NUT (JAM NUTWITH
THREADLOCKER MAY BE USED. IN
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4)$14 x W/ SMS INTO POST
— BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUMCONCRETE
EMBEDMENT.
no,
--W
nwz
� TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
1X2 O.B. ANCHORED TO CONCRETE
WITH VP DIA. CONCRETE SCREW
ANCHOR ®2P O.C. MAX
(4)014xX/ SMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH 012 x L4'''T
SMS 924' O.C. 1
01X2I 0
W W' I (4)014x2'1SMSTHRU IX2-
INTOPOST TOPVIEW
FRONT VIEW AT CORNER
9A-2
UPRIGHT TO FOUNDATION CONNECTION
SCALE:NTS
Note - Orientation may be different.
WIS-GUSSET
PURUNS ATTACHED TO BEAM
WITH (4) 010 x 1-IW SMS WITH
WASHE INTO SCREW BOSSES.
014 X X4'SMS 01-1/4'O.C.
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ME
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REO'D-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES. ADD OR SUBTRACTSCRENS TO MAINTAIN 1114-CIC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANTLWDTHS CHANGE TO MATCH BEAMSIZE.
G-1 TYPICAL INTERNAL/E)tTERAL GUSSET CONNECTION
A-2 SCALE:NTS
116'x2'xYANGLE WITH
(4) 014 x Wr SMS INTO
POST
BRICK PAVERS MY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
z
z em ' s
PER PLAN
2O.B.ANCHOREDTO
NCRETE WITH 1/4' DI A.
CHOR (MIN.1.114-
U
BED) (M 2V O.C.
014xVVSMSINTO
ST
m
I)318'DIA CONC.
°A
ANCHOR EMBED MIN.
2-12'
4
DOTING. SEE PLAN FOR
FRONTVIEW
DETAILS
DJ-1
DOORJAMB CONNECTION
A-2
SCALE:NTS
IW BACKING PLATE
WITH (41010 x 1-1W
SMS INTO
SCREW BOSSES RYPI
SI I
SELF-MATINGG SSEEAMAM
ONLY
vM
610 x 3' WOOD 6CREW3 ®B" FROFROM
EN0981C O.C.
CREW
ONCa
1/O DIA.3' x CONCRETE SCREW
ANCHOR 0 6-FROM ENDS B 24' O.C.
2' x Tx I/9' ANGLE WITH (2) 010, x
W/ SMS IN EACH FLANGE, EACH
SIDE (TYP)
1—PURUN / GIRT/ CHAIR RAIL
_ M-1 PURLIN/GIRT/ O.B TO HOST CONNECTION
A-2 SCALE:NTS
GUSSETPLATE
PER ESERIES
DETAIL *2
UtIAILA1
13R-3 ROOF BRACING
A-2 SCALE:NTS
BEAM PER PLAN
(2) 014 X 2-SMS THRU SPACE INTO
SEAM THRU GUSSET PLATE
-. JW THRU BOLT WITH NYLON
WASHER 6 STAINLESS STEEL NUT
m
ppppL�0000pppp�poo
p
000 oo
D�
oO �6� o
00
�oz
age
ffi
�/�0.0 @
®o°° G%o
%0
P000000.
00
p ®
O��000
O� v
�p4o44
�
�ppPp�`p��00� eai
TO
N
SHEET
2
LAGS 1 NOTE:
MS"X3" (2 WDIAx4"LAGSCREWSFOR
24-0.C. SPANS GREATER THAN 30'-0°
1• X 2. OPEN BACK IS NOT NEEDED IF
GUTTER HAS SPLINE GROOVE
OTHERWISE, CONNECT 1X2 TO
BEAWPURUN WITH (2) i10 x 2-10 SMS
THRU BEAMVPURLIN INTO SCREW
BOSSES. CONNECT1X TOGUTTER
WITH (1) 910 v 1-1/2• SMS ® 6• FROM
ENDBAND29'O.C.
2'x2°x1/B"z2'ANGt WITH(I —CONTRACTOR TO VERIFY FASCIA IS
MINIMUM OF 2'x 4'.IF LESS, 2' X 4'
i19 x 314• SMS INFO BFAMPURLIN PT SUB FASCIA SHALL BE PLACED
AND (9) [(2) IF 1X21S SCREWEDTO BEHIND EXISTING AND LAG LAG
BEAMUSINGSCREWBOBBTTR) SUPER GUTTER SCREWSSHALLBELENGTHENED
X 3l4' SMS INTO N O (OR GUTTERF TO FULLY PENETRATE SUB FASCIA.
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING, ADD 2• x
BE4M/PURMN 9°PTFASCIAWITHIGZ DIA.LAG
WHEN BEAM IS LARGER THAN GUTTER, .062• BACKING PLATE BOLTS, EMBEDDING I-W-IN1O
2 L0' x 11/S" x 0.062'(MIN.) ALUM ON INSIDE OF GUTTER TRUSS TAILS. PREDRILL WITHW
RECEIVING CHANNEL W/ MIN. (2)912 x DIA BITTO PREVENT SPLITTING
WV SMS
RH-1 BEAMIPURLIN TO GUTTER CONNECTION
A-2 SCALE:NTS
MEMBERSIZE
EDGEY7
2X4
M.
2X6
2X6-2X10
11w
FLASHING
EAVE RAILINTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSEB WITH (3) i10
x 1-IZ SMS
ATTACH 1X2 TO EAVE RAIL
WITH i10x 1-1R° SMS 06"
FROM ENDS & 24' O.C.
(1)112. DIA. x 2-12 THRU
BOLT WITH NYLOCK JAM NUT,
THREADLOCKER MAY BE
USED ON NUT IN UEU OF
NYLOCK JAM NUT. DO NOT
OVERTIGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
NOTCH BOTTOM FLANGE 0'
PURUN TO OVERIAP UPRIGH
EAVERAILINTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSED WTTH (3) i10
x 1-V2• SMS
ATTACH 1X2 TO SAVE RAIL
WTTHCIOX 1-12- SMS ®6•
FROM ENOS 62A• O.C.
2' x T° x VS° PLATE NTH (2) 01
X 8/4° SMS EACH SIDE OF BEAT
UPRIGHT PER PLAI
C-2 UPRIGHTTOPURLIN CONNECTION
A-2 SCALE: NTS
E'�
o Cd,B0AY
y
oM000co0 0
���oo
oo°°o
°p°°ou00000 .
T
M
i
J
O
fd d rn
V J a V
d � W
LL O O 9
O
s O
O LL
O
�g L
IL aNi is
A, r
W V LL
� a
0~1
i W
�O
Tr
IL
SHEET
3