HomeMy WebLinkAboutConstruction PlansNOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VMI 160 MPH RECEIVED
3. Exposure Category, Paragraph 1609.4.3: B
Applicable
Codes. Regulation and Standards
FEB: 0.4
1.
The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
1010
2
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
AA ASM 35 and Specifications for Aluminum Structure, Part 1-A the Aluminum
Permitting
g Departure,,
of
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
St. Lucie Cou,,
2010 Edition
3.
ASCE 7-10
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 conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 314" 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 confonn to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after belching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. 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. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable attemative to
6X6 W1.41WIA WWF.
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 B633, or stainless steel series "300".
4. All Sell 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 tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the connector.
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 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing 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
Full Mansard 18114
ALUMINUM MEMBER DIMENSIONS
HOLLOWSE`CnONS
SELF MATING BEAM(SMB)
THE PORCH FACTORY BEAN PFBI
3x12'xY O.Wfi'
2x46MB: Yx PxO.OH•x LL10P
3.]6 PFB: 2x A]5'x0.050'
00.50"
2x55NB: Px SxO.OW x0.10T
5,]S PFR. Yx5]5'x0.05S
2x4: Yx4' 0.O6P
2x86NB: Tx Fx605V'"ar
C0 UMN6
2.6.. YxY 0.05W
2i7SM6 Px r x 0.05 .0.12P
3x> 3'x3x0.125'
2x86MB: Yx P x,,M..,
4.4: 4'x1.0110
OPEN BACK 6ECTIONS
2xefiMe: rx Y x 00a x0.124'
a .. .. ".,..
CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SIAS)
SIMPSON TREN HD OR EOUNAMW RW BUILOEx OR EQUIVALENT
3'-0'� 7•-0' 3'-01
0'-0"�
HOST
1x3(f)rP)
/.S
2x3
=3
2x3
M
2x9
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3%3
2%3
2x3
2x3
2x3
,�A ^m
Fur
nth
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A�
nth
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2y.
b
3
2x2 SNAP (TYP)
1 I
1---6'-8�' � 6'-e,�'-�6'-6,�" � 6'-8,�� � 6'-6,�� i 6'-8�• � fi'-e,�'
W-M
in rrYP1
12
In
In
a
C
2x2
il(2
2%2
2x2
2x2
2x2
2f(2
133 (TYP)
0
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•7'-o.
31 d
r1kaNA
ill
pip OOP
9-V c g0c
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s
SHEET
1
"'NOTE - NOT ALL DETAILS ARE U
il0'BRACo" CUT
FROM 1'x5'ANGLE.
CONNECT WITH (8)
214 X L4' EMS
7
}
0 0 0
0 0
IO
O
n
0
0
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICKPAVERS MAY NOT
BEPRESENT.ENSURE
MIN. REQUIRED ANCHOR
EMBEDMENT INTO
CONCRETE
FOUNDATION PER PLAN
..,.,^, ...r. Note -Orientation may be different.
1-1/P 1 x
FLAT
ALUM. FLAT BAR.
N.
6063:6 ALUM.
N
EVE RAIL
EYE BOLT FOR CABLE TENSION
.•y -'
x
(2) W8' DIA. zS' EMBED
CONCRETE SCREW ALTERNATE CONNECTION
ANCHOR
�- IV S.S. CABLE
1-1/4•xS 'x IV ALUM. FIAT
BAR. WITH (2) LB' DIA. CONCRETE
ANCHORS. MIN. 2J C EMBEDMENT
� 20
4 pp¢ 1. SEEFOR THE NOTE LUSTRABELOW FOR SCREWS 00 NO COUNIT HE SCREWS
RAWINGW53HOWNARE
�wz FORILUISTRATNE PURPOSES. DO NOTCOUM'SCREWS ON DRAWING.
"1m0 2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D-(1) EA SIDE OF BEAM -MAY BE INTERNAL
f1 w O OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN Me CIC SPACING.
4. GUSSET LENGTHS REMAINCONSTANTWIDTHS CHANGETO MATCH BEAM SIZE
nBR-1 CABLE BRACING
2 SCALE:NTS
29¢kIV MOLE EA
SIDE
(1) XII-DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
(1) I/T DRTHRU BOLT WITH
WLOCKJAM NUT (JAM NUT WITH
THREADLOCKER MAY BE USED, IN
UEU. DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNRL CONTACT.
FOR HAND 2X3 UPRIGHTS, USE
(4)914x WI SMS INTO POST
BRICK PAVERS. MAY NOT
BEPRESENT.ENSURE
MINIMUM CONCRETE
EMBEDMENT.
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PUN
UPRIGHT PER PUN
1X2 O.B. ANCHORED TO CONCRETE
IFWITH 1l4• DM. CONCRETE SCREW
ANCHOR @ 24. O.C. MAX
(4) 014 x 3/4• EMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH #12 x 314•
EMS 024. O.C. 1
■1 6M
■I®
■'ws
? 01X2I 0 Jl_ —7 UPRIGHT
; THRU 1X2 -
INrDPDST TOPVIEW
AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
1WxTxTANGLE WITH
(4)014x W1 SMS INTO
O O
POST
O O
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
z�
uw
Zia
d
<
y
SIDE VIEW
PER PUN
1x20.B.ANCHOREDTO
CONCRETE WITH IW DIA.
ANCHOR (MIN. 1-1/4'
EMBED) 024. O.C.
x Wy EMS INTO
1)WW DIA, CONIC.
y ANCHOR. EMBED MIN.
' , � z-1rz•
d y
DOTING. SEE PUN FOR
FRONT VIEW DETAILS
DDOORJAMB CONNECTION
20 SCALE:NTS
OPTION 1:
(4) °10 x 1-0rz• SMS INr0
SCREW BOSSES(TYP)
SNAP ORJ I II
SELF -MATING BEAM JL�JI
ONLY
WOOD.
810z3'WODO SCREWS @&1'FROM
C
CONC. ENDS .
CONIC.
1/OR(D TROM ENDSRETE
SCREW
ANCHOR ®6'FRCM ENDE 8 24' O.C.
OPTION 2:
2•x2'x IV ANGLE WITH (2)910x
WV EMS IN EACH FLANGE, EACH
SIDE(TYP)
�PURUN/GIRT/ CHAIR RAIL
M-1 PURLIN / GIRT/ O.B TO HOST CONNECTION
2 SCALE: NTS
GUSSETPUTE
PER PLAN / DETAILS
f
PURLIN m PURLIN
0
m
44
e�
(2) i14 X 2' SMS THRU BRACE INTO
BEAM THRU GUSSET PLATE
BRACE AT INTERMEDIATE JOINT
O
OOOO 0
OOODn.
0
C GE
o MAX 0�
EAVE RAIL �� V aL/������9
114•DIA THRU8 1R�� ®� ��
BRACE AT EAVE RAIL WASHER 83TAII E EQC O'Cl ,p(
t
ROOF BRACING r�SCALE:NTS
Opppppp0
000
OO
O
0 o
�o��o
u
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0 ayt'a
L m C
Edo
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L W O U
m y �
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SHEET
2
0.12W THICK'r BRACKET ® EACH BEAWPURLIN.
ATTACHED BRACKET TO FASCIA W/31S'x T IAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
WrX 3• LAG 0 24' O.C. ELSEWHERE
1"X 2- OPEN BACK IS NOT NEEDED IF
GUTTER HAS SPLINE GROOVE
OTHERWRE, CONNECT MTO
BEAM/PURLIN WITH (2) C10 x 2-1R' SMS
THRU SEAM/PURLIN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) 014 x 1-IW SMS @ 6' FROM
ENDBAND24.O.C.
NOTE:
(2) WS' DIA, x 4' LAG SCREWS FOR
SPANS GREATER THAN 30'4P
r x rx 1/8' x rANGLE YJIT1(4)--� MINIMUM OF r x 4'.IF LESS, 2"X 4"
S14 x 3/4' SMS INTO BEAMlPURLIN PT SUB FASCIA SHALL BE PLACED
AND (4) (((2) IF M I SCREWED TO BEHIND EXISTING AND LAG LAG
BEAM USING SCREW BOSSE6]014 UPERGUTTER SCREWS SHALL BE LENGTHENED
X 3/4-SMS INTO 1X2 (OR GUTTER). TO FULLY PENETRATE SUB FASCIA
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING, AODT x
BEAMIPURLIN 4' PT FASCIA WITH IV DIA IAG
WHEN BEAM IB LARGER THAN GUTTER, EV BACKING PLATE BOLTS, EMBEDDING I-10IWO
2118" x 1 i/W x OMr(MEN.) ALUM ON INSIDE OF GUTTER TRUSS TAILS. PRE -DRILL WITH WEE'
RECEIVING CHANNEL W/ MIN. (2) #12 x DIA SITTO PREVENT SPLITTING.
w SMS SHIM AS NECESSARY IF OTHER
THAN PLUMB CUT FASCIA
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAMIPURLIN TO GUTTER CONNECTION
3 SCALE:NTS
ME
MEMBER SIZE
EDGE°C
2X4
12"
1'
2X6-2X10
11P1'
FLASHING
EAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES MATH (3) 910
x 1-1 V SMS
ATTACH 1X2 TO EAVE RAIL
WITH 014 x 1-IV SMS Q 6•
FROM ENDS 8 24' O.C.
(1) W'DIA. x2-M2 THRU
BOLT WITH NYLOCKJAM NUT.
THREADLOCKER MAYBE
USED ON NUT IN LIEU OF
NYLDCK JAM NUT. DO NOT
OVERTGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
lll3 SCALE: KITS
NU IU" 1501 IUM FLANGED
PURUN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2) C10 x 4'
SMS
ATTACH In TO EAVE RAIL
WITH C10 X i-IV SMS ®6-
FROM ENDS & 24' O.C.
2•x rx ire^ PLATE WITH (4) 31
xW/ SMS EACH SIDE OF BEAT
UPRIGHT PER PL4I
C-2 UPRIGHTTOPURLIN CONNECTION
3 SCALE: NTS
Joe
GO
rGovs
R
SHEET
3