HomeMy WebLinkAboutConstruction PlansApplicable Codes Regulations, 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 AA ADM1 Specifrcadons for Aluminum
Structures, Part 1-A ofthe Aluminum Design Manual prepared by
The Aluminum Association. and tire AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region
& Basic Wind Speed, Section 1609.3,1 and Table 1609.3.1
Equivalent Basic Wind Speed: VmT-- jffi Vn-= 124 MPH
3. Exposure Category, Section 1609.4:3: C
4. Screen Enclosure Section 2002.4
Foundation Design
Existing concrete No additional concrete footing or slab is
required to resist the loads imposed by the proposed construction
if the existing slab is a minimum 4" thick with an 8" x 8"
thickened slab edge and in sound condition tree from structural
cracking, spaliing, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen
enclosure scope or nor, by one or more regulatory agency, the
following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following
components:
L Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/-1%-ASTM C 260
iv. Water reducing agent- ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASPM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more
than 5". Water added after batching is not permitted.
d. Prepare and place concrete per American Concrete Insulate
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. Moffat cure or polyethylene curing permitted.
E Prior to placing concrete, treat the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall
be coated with a 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 plated to ASTM B633, or coated stainless
steel series "300", at uncoated stainless steel series "400".
4. Approved concrete screw anchors to be Simpson Titen-HD or
equivalent,
5. All Self Mating Beam Sections are to be stitched with either #14
screws G' from ends and 24" center to center or #12 screws 6" form
ends and 12" center to center.
6. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4501.17 Residential
Swimming Barrier requirements.
7. Screen material shall be 18/14 screen unless approved by Florida
Aluminum Engineering, Inc.
8. Door location shall be determined by contractor in time field.
9. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tacks or
upright, the pavers must be bonded to the concrete with an epoxy,
thinseq or 3,000 PSI grout to ensure full positive contact with
concrete.
10. All flashing and waterproofing shall be provided by the
contractor.
11. Use of these plans acknowledges and accepts a limit of liability
not to exceed design and engineering fee.
Roof Type
Roof Type: HIPPED GABLE /MANSARD/ MONOSLOPE
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2:
2" X 2" X 0.046"
2x3:2"x3"x0.050"
2x4:2"x4"x0.050'
2X5:
2"x5'x0.050'
OPEN BACK SECTIONS
1 x 2:
1" x 2" x 0.040"
1x3:
1"x3"x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2"x2 x0.045
2 x 3 Snap: 2" x 3' x 0.050'
2 x 4 Snap: 2" x 4'x 0.045'
SELF MATING (SMB)
2x4SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2x6SMB: 2"x6"x0.050"x0.120"
2x7SMB: 2"x7" x 0.057'x 0.120"
2x8SMB: 2"x8"x0.072"x0.124"
2 x9 SMB: 2"x9"x0.072"x0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 314"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
1/8" x 2" x 6" EXTRUDED ANGLE
5052 H-32 ALLOY EACH SIDE W/
(6) 914 x 3/4" SMS INTO THE
UPRIGHT & (2) 3/6" DIA.
CONCRETE SCREW ANCHORS
(21/4" CONIC. EMBEDMENT)
BONDED
r
SLAB/FOOTING e "
SEE PLAN
(3) 318" DIA, CONCRETE
SCREW ANCHORS
(2114" CONC. EMBED)
EACH SIDE OF UPRIGHT
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32
G ALLOY EACH SIDE
• • Y
o • • 1"x2"OS. BASE
...., PLATE-TYP
[ " ANCHOR EMBEOMPR
E€jjE[ 2" MIN EDGE
+q� DISTANCE FROM
EXTERIOR OF
z COLUMN TO OUTSIDE
s ��MiH EDGE OF SLAB
SIDE VIEW
(1) 1/2" DIA. THRU BOLT wl NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT W THREADLOCKER
MAY SE USED
TIGHTEN TO CONTACT - DO NOT
OVERTIGHTEN
1"x2"BASE PLATE
—' -- —' ANCHORED TO GONG W/1/4"
BRICK PAVERS CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
9
A a
a
SLAB/FOOTING
SEE PLAN
FRONT VIEW
B-1 2" x S" SMB UPRIGHT TO CONCRETE DETAILS
AY' / SCALE: NTS
1/8.'x 2" x 4" EXTRUDED ANGLE
5052 H-32 ALLOY EACH SIDE W/
(4) #14 x 3/4" SMS INTO THE
UPRIGHT & (2) 3/8" DIA.
CONCRETE SCREWANCHORS
(21/4" CONC. EMBEDMENT)
BRICK PAVERS
FE
a Ayq
n
e a .
A v
SLAB/ FOOTING
SEE PLAN r.4 e ' 2. I
SIDE VIEW
(3) 318" DIA. CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
EACH SIDE OF UPRIGHT
BRICK
L
SLAB/FOOTING
SEE PLAN
FRONT VIEW
B 2" x 6" SMB UPRIGHT TO CONCRET
A_2 SCALE: NTS
MEMBERSIZE EDGE"C"
2X4 4"
2X5 1"
2X6 - 2X10 1 1 jz"
SAVE RAIL (SEE AA FOR SIZE)
INTERNALLY SCREWTHRU BEAM
W/ (3) #10 x 1 1 /2" SMS
1"x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 8" FROM
UPRIGHT & 24" O.C.
(1) 12" DIA, x 21/2" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JAM NUT, JAM NUT
WI THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT ISTO BEINSTALLED ASTO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN. PATENT PENDING
UPRIGHT TO BEAM CC
A_2 SCALE: NTS
2 x 3" PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2x3"x1/8"5052-H32ANGLE EASIDE
OR
2 x 3" x 0.062" 5052-H32 RECEIVING
CHANNEL
1" x 2" x 0.044" OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) #10 x 1 1/2"
SMS & FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
NOTCH POST AS REQUIRED
FOR 2" x 3" EAVE RAIL
(3) 912 x 3/4" EACH LEG
EACH SIDE - SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F UPRIGHT TO PURLIN CONNECTION DETAIL
A_3 SCALE: NTS
1
WOOD:
410 x 3x 3" WOOD SCREWS, 6"
FROM GI RT&@12"O.C.
CONC:
1/4"01 A. x 3" CONCRETE
(((
SCREW ANCHOR, W
FROM GI RT&@24"O.C.
(4) #10 x 1 1/2" INTO
2" OR 2" x 3" HOLLOW
TION GIRT
x 2"
6" WIDE x 0.125" "2" BRACKET
@ EACH BEAM ATTACHED TO
FASCIA W/ 3/8" x 3" LAGS (3
PER BRACKET) AND (1) 3/8" x 3"
LAG Q 24" O.C. AT GUTTER
1"x 2" x 0.044" OPEN BACK
W/ (2) 910 x 2 1/2" SMS THRU
BEAM INTO SCREW BOSSES
(1) #10 x 1 1/2" SMS 6"
FROM BEAM AND 24" O.C.
MATING
ELEMENT
m
m
1/8"x2"x2"x 2'ALUM
ANGLE W/ (4) #14 x 3/4"
SMS EACH FLANGE
EACH SIDE OF BEAM
21/8" x 1 1/8" x.062" (MIN.)
ALUM RECEIVING CHANNEL
W/ MIN. (2) #12x 3/4" SMS
NOT
(2) E
SPA
SUPER
GUTTER BRACE & MATING ELEMENT
A_3 SCALE: NTS
2•• x 5" x t'"" -- --
ALUMIN
6063-T6
W/ (4) A
EACH LE
TO
DETAIL #2
DETAIL #1
c- 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONN
A_3 SCALE: NTS
A_3 SCALE: N
6" WIDE x 8.125" "Z" BRACKET
Q EACH BEAM ATTACHED TO
CARRIER BEAM W/ (3) #14 x 2
112" SMS & TO GUTTER LIP W/
(3) #12 x 3/4" SMS
1" x 2" x 0.044" OPEN BACK
W/ (2) #10 x 2112" SMS THRU
BEAM INTO SCREW BOSSES
(1) #10 x 11/2" SMS 6"
FROM BEAM AND 24" O.C.
MATING
ELEMENT
0
118"x2"x2"x T'ALUM. ® ®�
ANG LE WI (4) #14 x 3/4"
5" SUPER
SMS EACH FLANGE
GUTTER
EACH SIDE OF BEAM
2"x8"SMB
J
CARRIER
BEAM
21/6" x 1 1/9'x.067' (MIN.)
ALUM RECEIVING CHANNEL
W/ MIN. (2) #12 x 314" SMS
(3) 3/8" x 4" LAG SCREWS
THRU CHANNEL INTO FASCIA
MATING ELEMENT
S" SUPER
GUTTER
1 1/2" x 2 1/8" x 1 118" x
0.062" x 8" LONG ALUM
RECEIVING CHANNEL
W/ (7) #14 x 314" SMS
EACH SIDE
MIN
CORNER
G-2 CORNER CONNECTION
A_ A SCALE NTS
11/2"x2V
x 0.062" ALL
CHANNEL V,
SMS INTO
BEAM & (3) i
BOC
2" x 5"
S SCCAALE: NT:
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL S CARRIER BEAM POS
SCALE: NTS A_5
A-5