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CONTRACTOR: MASTER SCREENS WIND SPEED AND EXPOSURE HAVE 'N
BEEN DETERMINED USING THE ADVANCED
DESIGN CRITERIA:
TECHNOLOGY COUNCIL'S WEBSITE 'k.
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lk� ,
Applicabie AND GOOGLE EARTH.
1. The 2010 Florida Building Code,specifically Chapter 16 Structurai Uesign,
Codes,Regulations,and Standards X"
Chapter 20 Aluminum,and Chapter 23 Wood. N
2.AA ASM 35 and Specifications for Aluminum Structures,Part I-A of the
Aluminum Design Manual prepared by The Aluminum Association,Inc. POLYCARBONATE 16MM STV
Washington,D.C.,2005 Edition TRIPLEWALL BRONZE
3.ASCE 7-10.
(TYP)
C
Wind Loads
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk
2X2(TYP)
Category 1.
N2X PROFESSIONAL SEAL
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic
A
Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed:
VuLT=120 MPH LU
3.Exposure Category,Paragraph 1609.4.3: C 2 2X2 Z
-----_,VASD=93 MPH e2 2X 2X21
2X rQ-1
1\�3 (D Ui
4.Screen Roof Enclosure Table 2002.4
CL u-)M if)M Z ci�
Lr)M Lr)M LLJ
X M X M W
X M X M 14
Foundation Design C14 V) N 04 U) C14(n C14 0
Existing concrete slab.No additional concrete footing or slab is required X <
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X UJ UI
d X2X 2
IN
to resist the loads imposed upon the existing slab by the propos d 2X2 2X2 0 ca Ln
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construction if the existing slab is a minimum of 4"thick and in sound ui :� -
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condition,free from structural cracking,spalling,or other deterioration. J
A- LLJ Z <
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Specifications 0
01- LU
The following specifications are applicable to this project:
1. Where concrete specifications are required,whether in the screen enclosure
A-3 0
scope or not,by one or more regulatory agency,the following specifications
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2X2/lX2v: D
are applicable: UJ co
a. Concrete shall conform to ASTM C94 for the following components: EAVE RAIL CC U.
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i. Portland Cement Type I,-ASTM C 150 Z
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 00
iii. Air entraining+/-1%-ASTM C 260 U
25'-0" -J �
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iv.Water reducing agent-ASTM C 494
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v.Clean Potable water 0 S LU
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vi. Other admixtures not permitted
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b.Metal accessories shall conform to: POLYCARBONATE 16MM
STM A615,grade 60 TRIPLEWALL BRONZE TO BE UJ Z U,
i. Reinforcing Bars-A
V) U-i r.
ii.Welded wire fabric-ASTM Al 85 INSTALLED PER MANUFACTURER'S < 0: D i
c. Concrete slump at discharge chute not less than 3"or more than 5". K , 9'01 IJ, ,
t; �A
SPECIFICATIONS 0
Water added after hatching is not permitted.
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d.Prepare and place concrete per American Concrete Institute Manual LU t:�C�
of Standard Practice,Parts 1,2,and 3 including hot weather 06
recommendations.
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e.Moist cure or polyethylene curing permitted. �I
f Prior to placing concrete,treat the entire subsurface area for termites 0
in compliance with the FBC.
g.Concrete shall be placed over a polyethylene vapor barrier. CY)
In.All aluminum components embedded within concrete she be coated LU
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CNI
with a bituminous paint or epoxy. M M M M M V) co 0
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2.Aluminum extrusions shall be 6005 T5 Alloy 110 -J
IN t1r) Lj LL CL
3.Fasteners are required to be SAE Grade 2 or better zinc plated. noo 10100 X X X V
00 L0100 X X X a . ± W
— N IN IN r- C-4 C14 IN C- W C-) M
4.All Self Mating Beam Sections are to be stitched with either#14 screws 6" 1 (0 A-2 <
from ends and 24"center to center or#12 screws 6"from ends and 12" < W LU
center to center. 00 2X2 2Y9 2Xf 2X2 2X2 1-- - M
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5.The minimum nominal thickness of protector panels(kickplates)shall be an LLJ UJ <F-
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industry standard of 0.024 inches. —I W 0- Z
0 1-- 0 �
6.Screened enclosures containing swimming pools shall comply with the 1Y9 1X21 F JX2 JI-- U) -
El 1X2 = <
applicable requirements of FBC R4101.17 Residential Swimming Barrier IX <
requirements.
DRAWN BY
7.Screen material shall be 18/14 screen.unless approved by Suncoast
EB
Architecture&Engineering,LLC.
8.Door location shall be determined by contractor in the field. DATE DRAWN
9.When installing pavers over concrete slab or footing which are supporting 11/25/13
14 5-0" 5'-0" 5t-O" 1, 5'-0" 5P-O"
aluminum members,such as continuous screen tracks or upright,the pavers n
REVISION
must be bonded to the concrete with an epoxy,thinset,or 3,000 PSI grout to V-5"
ensure full positive contact with concrete. V-5-
10. Design shall be based upon"PR%TNED"upright analysis unless approved
by Suncoast Architecture&Engineering,LLC SHEET NO:
Roof Type
Roof Type:MONOSLOPE A- 1
Roof Material:Polyearbonate 16mm Triplewall Bronze.
ALUMINUM MEMBERS DIMENSIONS
(1)318"DIk THRU BOLT W/NYLOCK
HOLLOW SECTIONS JAM NUT-IN LIEU OF NYLOCK JAM
2 x 2: 2"x 2"x 0.046" 1/8"x 2"x 2"EXTRUDED NUT,JAM NUT W/THREADLOCKER
2 x 3: 2::.3::x 0,050" ANGLE 5052 H-32 ALLOY EA
MAY BE USED V;
2 x 4: 2 x 4 x 0.050" SIDE TIGHTEN TO CONTACT-DO NOT
OVERTIGHTEN
2 x 5: 2"x 5"x 0.050"
F,'o.7 !11'�37
OPEN BACK SECTIONS 77
lx2: l"x2"x0.040"
I x 3: 1"x 3"x 0.045" �TF fN
SNAP SECTIONS ',4 -o 0 "(4 1
N
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"
SLABIFOOTING OPTION 2:
SEE PLAN �44 0.040"x 1 1/8"x 2"x 1 1/8"
SELF MATING(SMB) OPTION 1: RECEIVING CHANNEL '�R 144k�LXL
2x4SMB: 2"x 4"x 0.044"x 0.100" 2"x 2"x 1/8"ANGLE W/ Wl(3)#10 x 3/4"INTO
SIDE VIEW (4)#10 x 5/8"EACH SIDE GIRT EACH FACE&(3) cc
2x5SMB: 2"x 5"x 0.050"x 0.100" #10 x 3/4"INTO UPRIGHT LLI
2x6SMB: 2"x 6"x 0.050"x 0,120" ui
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2 x 7 SMB: 2"x 7"x 0.057"x 0.120"
2 x 8 SM]B: 2"x 8"x 0.072"x 0.124" (2)3/8"DIA.CONCRETE FA7 LLi
2x9SMB: 2"x 9"x 0.072"x 0.124" SCREW ANCHORS —UPRIGHT z 0.
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2 x 10 SMB: 2"x 10"x 0.092"x 0.398" (2 114"CONC.EMBED) ui
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CHAIR RAIL MEMBER-/ 1"n EWD
MINIMUM FASTENER EDGE DISTANCE:1/2" z
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SIMPSON TITEN HD OR EQUIVALENT SEDMENT (MIN.1 114-EMBED) uj
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SECTION GIRT W/THREADLOCKER MAY BE USED U)
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1\_2'x SMB UPRIGHT CL
1"x2" INSTALLATION REQUIREMENT& (SEET-1 FOR SIZE) SNAP OR SELF-MATING BEAM
ONLY DRAWN BY
BOLT IS TO BE INSTALLED AS TO L—AV--l EB
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN. PATENT PENDING DATE DRAWN-
11/25/13
rC-2 PURLIN OR GIRT TO BEAM OR POST DETAIL
-N X2 TO HOST STRUCTURE DETAIL SCALE:NTS REVISION
rc-1 �-2
SCALE:NTS ('D�UPRIGHT TO BEAM CONNECTION
SCALENTS
SHEET NO:
A-2
C,
ATTACHED TO FASCIA W 3/8"X 3"
6"WIDE'T'BRACKET Q EACH BEAM
LAGS(2 PER BRACKET)AND(1)3/8" 6"WDE'Z'BRACKET@ EACH BEAM
X 3"LAG @ 24"O.C.AT GUTTER
ATTACHED TO FASCIA W1 3/8"X 3"
LAGS(2 PER BRACKET)AND(1)3/8"
R
(1)3/8"X 4"LAG SCREW INTO 2"x 2"x 0.044"W1(1) X 3"LAG 0 24"O.C�AT GUTTE
2"x 2"x 0.044"W/(1) EXISTING RAFTER/OVERHANG #10 x 3"@ 24"D.C. �T
#10x3"@24"O.C. ��(4)#101
1 1'121�TRHEWU BEAM
§'��4)Ill 0 INTO C BOSS 7
THRU BEAM
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INTO SCREW BOSS 7
MATING
ELEMENT
T
MATING
ELEMENT a 9 a PROMESSIONAL SEAL
2"x 2"PURLIN
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(2)3/8"DIA.x 10"LAG
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(2)3/8"DIA,x 10"LAG SCREW z
SCREW �N_
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2"x 2"x 1/8"x ALUM Z
2"x 2'x 1/8"x ALUM ANGLE W/ (2)ROWS#14 UJI
ANGLE W/(2)ROWS#14— x 5/8"SMS 1 O.C.EA LEG CONTRACTOR TO VERIFY Lu
x 5/8"SMS I"D.C.EA LEG CONTRACTOR TO VERIFY 2"x 4"FASCIA-IF LESS z
2"x 4"FASCIA-IF LESS THAN 2"x 4"FASCIA, 2"x 4" <
0
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THAN 2"x 4"FASCIA,2"x 4' SUB FASCIA SHALL BE m (A -a
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RECEIVING CHANNEL W/(5) SUB FASCIA SHALL BE PLACED OVER,LENGTHEN —
#14x3/4"SMSY PLACED OVER,LENGTHEN LAG SCREWS TO FULLY Ln
LAG SCREWS TO FULLY PENETRATE SUB FASCIA. Ln
INTO BEAM&(4)#14 x 3/4" LLI 0
PENETRATE SUB FASCIA. IF OTHER FASCIA,ADD 2"x Z
SMS INTO GUTTER j ILL
IF OTHER FASCIA,ADD 2"x 4"PT FASCIA W/112"LAG 0 >
4"PT FASCIA W/1/2"LAG 5"SUPER GUTTER BOLTS-1 1/2"INTO TRUSS 1= LLJ 0
5"SUPER GUTTER BOLTS-1 112"INTO TRUSS TAILS-COUNTERSINK CL
TkILS-COUNTERSINK FLUSH. WHEN INSTALLING
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NOTE:FOR SPANS FLUSH. WHEN INSTALLING 1/2"LAG SCREWS,
GREATER THAN 30'-0"ADD 112.'LAG SCREWS, PRE-DRILL w/3/8"DRILL TO 8
ADDITIONAL LAG SCREW PRE-DRILL w/3/8"DRILL TO PREVENT SPLITTING.
LLI C,
AND FERRELL 6"FROM PREVENT SPLITTING. LL
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BOTH SIDES OF BEAM z
GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL 9
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GUTTER BRACE&MATING ELEMENT ATTACHM�NT DETAIL SCALE:NTS co
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FULL HT OF BRACE
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W/(2)#12 EACH FACE
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FULL HT OF
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DRAWN BY
sms
(3)#12 Y= EB
INTO FAVE RAIL
DATE DRAWN
11/25/13
REVISION
rH ROOF BRACING DETAIL
s CALE:NTS
��-3
t-is
SHEET NO:
A-3