HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Factor; - TLC.
DESIGN CRITERIA:
,Applicable 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 Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to
Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section
105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. 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 VOLT =150
MPH. VASD =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category TYPE 1- Screen
Enclosure / Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE / MANSARD
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0# density foam, Florida
Product Approval Number FL 7561-R4.
Foundation Design
New 8" x 8" footing w/(1) #5 Cont. 31" overlap at ioints on 3" chairs and poured w/
2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of
1,500 psf. Per 6th Edition (2017) Florida Building Code, Residential Volume, Section
401.4.1 presumptive bearing pressures. Soil testing is not required.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen enclosure scope or not,
by one or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. 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 - ASTM 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.isnot.permitted.
d. Prepare and place concrete per American Concrete Institufe Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted
f. 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.
It. 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", or uncoated stainless steel
series "400".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and
24" center to center or # 12 screws 6" from ends and 12" center to center.
5. The minimum nominal thickness of protector panels (kickplates) shall be an industry
standard of 0.024 inches.
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 Suncoast Aluminum
Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are supporting aluminum
members, such as continuous screen tracks or upright, the pavers must be bonded to the
concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with
concrete.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND Sff'- T� AND EXPOSURE HAVE
BEEN DI;; MNED USING THE ADVANCED
TECHN6,06Y COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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PROFESSIONAL SEAL
CONMLED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
rlANS AND ALL PROPOSED WORK
A-3 .;'13s "T TO ANY CORRECTIONS
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9E NECESSARY IN ORDER TO
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DATE DRAWN
03/05/18
REVISION
,011' KEPT ON JOB SHEET NO:
BE ODE.
A-1
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ALUMINUM MEMBERS DIMENSIt
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
lx2: 1"x2"xO.040"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SUB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SUB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TTTEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
PFB = PORCH FACTORY BEAM
MEMBER SIZE
EDGE "C"
2X4SMB
Yz'
2X5SMB
1"
2X6-2X10SM
1'9
MEMBER SIZE
EDGE "C"
3.75 PFB
ii'
5.75 PFB
I yy
6.75 PFB
1 Y"
FLASH
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 112" SMS C}
1 " x FASTEN TO EAVE RAIL I t
W/ #10 x 1 1/2" SMS 6" FROM/1
UPRIGHT & ZV O.C. a
(1)1/2" DIA. x 21/2" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN. PATENT PENDING
1/8" x 2" x 2" EXTRUDED (1)1/2" DIA. THRU BOLTw/ NYLOCK
ANGLE 5052 H32 ALLOY EA ( I JAM NUT - IN LIEU OF NYLOCK JAM
SIDE NUT, JAM NUT w/ THREADLOCKER
MAY BE USED
BRICK PAVERS ® TIGHTEN TO CONTACT - DO NOT
OVERTIGHTEN
BONDED TO
CONCRETE
m,y ^ 1144INCONC
• ANCHOR EMBED. '
' 2 V4' MIN CONC < A
ANCHOR EMBED. ' r•
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SEE PLAN ° :.'a d• <'
SIDE VIEW
(1) 3/8" DIA CONCRETE
SCREW ANCHORS
(2 1/4" CONC. EMBED)
BRICK
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SLAB / FOOTING ` ;
SEE PLAN a ,
1"x 2" BASE PLATE
ANCHORED TO CONIC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
FRONT VIEW
B UPRIGHT TO CONCRETE W/PAVERS DETAIL
A_2 SCALE: NTS
BEAM NOTCHED
2" x PURLINS ATTACHED TO
OVER UPRIGHT
BEAM w/MIN (4) #10 x 1 1/2" SMS
(SEE A-1 FOR SIZE) ,
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
ill
UPRIGHT
(SEE A-1 FOR SIZE)
r UPRIGHT TO BEAM CONNECTION
A_2 SCALE: NTS
3/16" 5052-1-132 GUSSET
1 1/4"
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
#14 SMS @ 1 1/4" O.C.
r(12 TOTAL)
TYP
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
2 1/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -1/2')
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL
2"x2"
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A_2 SCALE: NTS
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FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 3"
FROM UPRIGHT & @ 24" O.C.
x PURLIN
2" x 2" x 1/8" x 3" LONG ALUM
ANGLE EACH SIDE UP UPRIGHT W/
(2) #12 x 3/4" SMS INTO PURLIN
(2) #12 x 3/4" SMS INTO 2" x 2"
(2) #12 x 3/4" SMS INTO UPRIGHT
(2) #12 x 3/4" SMS INTO 1" x 2"
F SLOPED PURLIN CONNECTION DETAIL
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DATE DRAWN
03/05/18
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PROP9
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INTERNAL/EXTERNAL
4
SCREW ANCHOR 6" !
3"x 3" x 1/8" EXTRUDED
1/8" S.S. CABLE
FROM UPRIGHT & @ {
POST BASE W/ (2) 3/8"
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24" O.C. (MIN. 3" EMBED.) i
THRU BOLTS1
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CONCRETE SCREW ANCHOR
SEE PLAN
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�-1CABLE CONNECTIONS AT FOUNDATION
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WOOD:
PURLIN MAX
- -- - -
#10 x 3" WOOD SCREWS, 6"
I
12"
1/8" PLATE ON 45°ANGLE
- l
LL
1 FROM GIRT & @ O.C.
6063-T6 ALUMINUM
i
r CONC:
1/4" DIA. x 3" CONCRETE
CONTRACTOR TO INSTALL
SCREW ANCHOR, 6"
2" SMS THRU BRACE
_
O
FROM GIRT & @ 24" O.C.
BEAM INTO
NBEAM THRU GUSSET
"'
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(4) #10 x 1 1/2" INTO
PLATE
• • • • �Y
SCREW BOSS
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DETAIL #2
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1112 CONTRACTOR SHALL RUN
PERIMETER FRAMING
L 1
DRAWN BY
1"x2"
1/4" THRU BOLT TO ATTACH
4"
W/ NYLON WASHER &
GD
MAX•
STAINLESS STEEL NUT
Lill
DATE DRAWN
•
5
03/05/18
11/2"x5"x1/8"
%(4)#12EAMEMBER
REVISION
C'l
5052-H32 PLATE
1X2 TO HOST STRUCTURE DETAIL
1
A_'? SCALE: NTS
J
DETAIL #1
2
0 _
H-Z
H'3
CABLE
CONNECTION AT CORNER
ROOF BRACING CONNECTION DETAIL
A_3
SCALE: NTS
SHEET NO:
A_3
SCALE: NTS
---J.
A3
+ 6" WIDE x 0.125" Z' BRACKET
@ EACH BEAM ATTACHED TO
CARRY BEAM W/ #14 x 3" SMS
Z
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(3 PER BRACKET) AND
EXISTING HOST WALL
Q:4eit
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ADDITIONAL BRACE AT 24'
1 1/2" x 3" x 1 1/2" x 0.059'
-
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1"x 2" x 0.044"OPEN BACK
W/ #10 x 21/2" SMS THRU
ALUM RECEIVING
(,
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(2)
BEAM INTO SCREW BOSSES
TEK SCREWS@ 8D.C.0'.
Z
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(1) #10 x 1 1/2" SMS 6'
3" COMPOSITE ROOF
2"x3"PB
%
.
FROM BEAM AND 24" O.C.
FLASHING -INSTALL
• • • • •
�40 `���`
ADD SECONDARY ANGLES
r: s
UNDER EXISTING DRIP EDGE
-
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FOR SPANS GREATER
THAN 30'-0"
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3RECEWER
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PROFE
SIO L SEAL
CHANNEL
#14x3/4"SMS @6"O.C.
\
TOP AND BOTTOM
CONCRETE:
#14 x 4 7/8" SMS W/
W! 1 1/2" DIA. NEOPRENE
(2)1/4"x 3" QUICKSET
0
1 112" DIA. NEOPRENE
WASHER @TOP SCREW ONLY
ANCHORS INTO WALL
• •
MATING • •
FACED WASHER @ 8" O.C.
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1 1/2" x 2118" x 1 1/2" x 3" x 0.062"
ALUM RECEIVING CHANNEL
WOOD:
(2)1!4" x 3" LAG SCREWS
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GUTTER TO BEAM
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W/ 3 #14 x 3/4" SMS EACH
( )
INTO WALL
W
• •
CONNECTION #14x 2 1/2"
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SIDE INTO BEAM
SMS AT 12" O.C.
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1/8"x2"x2"x2"ALUM \ • •
POST
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ANGLE W/ (4) #14 x 3/4°
SMS EACH FLANGE
5" SUPER (4) 3/8" DIA
GUTTER I
THRU BOLTS
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3" COMPOSITE PANEL (2)1/4DIA. x 3"
2
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EACH SIDE OF BEAM
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LAG SCREWS
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W
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INSIDE OF GUTTER
I I 2" x 8" SMS
2 1/8" x 1 1/8" x 0.062" (MIN.)
S-2
G
ALUM RECEIVING CHANNEL
W! MIN. (2) #12 x 3/4" SMS
S-�
BEAM TO
A _�?
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HOST STRUCTURE ATTACHMENT DETAIL
SCALE: NTS
Z
COMPOSITE PANEL TO FASCIA DETAIL
o
S GUTTER BRACE TO POST TO ROOF PANEL ATTACHMENT DETAIL
SCALE: NTS
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00
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POST W/ #12 x 1 1/2" SMS AT 6" FROM
Z (Do n _ ao
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
1/8" x 2" x 2" EXTRUDED
3/4"
SMS
m ¢
u�
INTO DJ
inW
ANGLE 5052 H-32 ALLOY
• •
I 118" x 2" x 2" EXTRUDED ANGLE 5052
• •
EXISTING HOST WALL
_
CORNER POST I I I SMS INTO P ST & (1)3/8" IA.) #14 x 2"
BRICK PAVERS.
6„ CONCRETE SCREW ANCHOR INTO
—
i-CONCRETE
4(2)
BONDED TO
L11
#10 x 1 112" SMS
CONCRETE
i
2" x 8" SMB
THRU SCREW BOSSES
a
O
21/4"MIN
N F-
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—
q�j
SLAB / FOOTING
+ '• d .° d CONC e2 , ANCHOR
W Q
•
21/4"MIN CONC
/ FOOTING
SEE PLAN
g EMBEDMENT
fQ: 0
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•
SLAB ANCHOR EMBEDMENT'SEE
PLAN
SIDE VIEW
Q Lu
•
SIDE VIEW
I
(4) #14 x 3/4" SMS
Z W_
•
}-2"� CORNER POST W/ 1"x 2" @
I BACKSIDE
INTO DJ
W Q d Lo
l! en
L0)
(4) #14 x 3/4" SMS
(1) 3/8" DIA. CONCRETE
O J m
INTO POST
SCREW ANCHORS
I r UPRIGHT
w
•
I 3/8" x LENGTH AS REQUIRED
(2 1/4" CONC. EMBED)
I PRE -HUNG
f1 0 w 0 LL
_
CONCRETE:
(4) 1/4" x 3" QUICKSET
FOR 2 1!4" EMBED CONCRETE
I SCREW ANCHOR INTO
I DOORJAMB
DRAWN BY
ANCHORS INTO WALL
I CONCRETE
—
WOOD:
_
1" x 2" BASE PLATE
1"x 2" BASE PLATE
GD
1 1/2" x 2 1/8" x 1 1/2" x 8" x 0.062"
(4) 1/4" x 3" LAG SCREWS
INTO WALL
ANCHORED TO CONC W! 1/4"
CONCRETE SCREW ANCHOR
ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
_
DATE DRAWN
ALUM RECEIVING CHANNEL
W/ (7) #14 x 3/4" SMS EACH
�
(MIN. 1 1/4" EMBED)
(MIN. 1 1/4" EMBED)
1=
0.3I05I18
SIDE INTO BEAM
6" MAX EACH SIDE OF POST
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX d
AND 24" O.C. MAX °
4 .REVISION
c'
T
rS-3BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
6
as
i�1-4
SCALE: NTS
•
FRONT VIEW
FRONT VIEW
SHEET NO:
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
DJ-2
UPRIGHT TO CONCRETE W/ PAVERS
A-4 SCALE: NTS
A..4
PRE -HUNG DOOR LOCATION DETAIL
A-4
SCALE: NTS
-i
WOOD HEADER:
(1) 3/8" x 3" LAG SCREW INTO HEADER
CONCRETE HEADER:
(1) 3/8" DIA. x 3" CONCRETE SCREW
ANCHOR INTO HEADER
1"x 2" HOLLOW-f '
1"x2" W/ #10 x 2" SMS - 6"
SECTION
MAX EACH SIDE OF POST
AND 24" O.C. MAX
� I
2" x 2" x 0.125" ALUM ANGLE W/
(4) #14 x 3/4" SMS INTO UPRIGHT
2" x
B'2 POST TO HEADER DETAIL
A_5 SCALE: NTS
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CONC. HEADER:
1/4" x 3" CONCRETE- - -
SCREW ANCHOR @ 24" O.C.
WOOD HEADER: EXISTII
- #10 x 3" WOOD SCRHEADE
@ 12" O.C.
1"x 2" HOLLOW) I '
SECTION
WOOD:
#10 x 3" WOOD SCREWS
@ 12" O.C.
CONC: E
1/4" DIA x 3" CONCRETE
SCREW ANCHOR @ 24" O.C.
1"x 2" HOLLOW
SECTION
EXISTING HOST
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A-5 SCALE: NTS
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DRAWN BY
GD
DATE DRAWN
03/05/18
REVISION
0
0
SHEET NO:
A-5