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CONTRACTOR: MASTER SCREENS 000 fl
DESIGN CRITERIA: a .� +,•�'on
Applicable Codes, Regulations, and Standards At F s' y .. ,\ ;. 7ty_,\
1. The 2007 Florida Building Code with 2009 Supplements, � + s 5 , At v3 ;,
specifically Chapter 16 Structural Design, Chapter 20 ' : - \ O�•
Aluminum, and Chapter 23 Wood. � 01\7 i 2. AA ASM 35 and Specifications for Aluminum Structures, Part + ♦ a ` + P . Z
1 -A and 1 -B of the Aluminum Design Manual prepared by The 0 ; ,] *k , 4 j
Aluminum Association, Inc. Washington, D.C., 2005 Edition « `
3. ASCE 7-05. / 15 - p �� •
/ > > > ♦' ' \ ,, . • . ,w
Wind Loads � � ' s: i�t *
1. Building Occupancy Category, Paragraph 1604.5 and Table e�� �`=' U(*,,*.~
0 °� �
1604.5 Category 1. HOST i#to
2. Basic Wind Speed, Table 1609 State of Florida Debris Region & 1 X2 1 X2
Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 — — __I \ 1X2 r—'— PROFESSIONAL SEAL
Equivalent Basic Wind Speed: 120 MPH. Exposure Category, Paragraph 1609.4.3: C ( d
3. Building Category for Aluminum Structures, Paragraph 2002.6: O p .-
o
Building Category 1. N N N N N N N N N N N N N J w
X X X X X X X X X p X X X X w 1
N r N N N N N N N � N N -1"-. O GD 0 N,
Foundation Design 1 v =
Actual Maximum Beam Span: 15' -0" O Ni < c z 2.
Footing Size: 12" x 12" w /(1) #5 Cont 25" overlap at joints on 2X6 2X4 2X 2X6SMB - � J U z �, S r=
3" chairs and filled W/ 3000 PSI Grou The foundations are SMB j- SMB IN N SM N X (j m N ry
based on a minimum soil bearing pressure of 1,500 psf. r N X N 1X2 < .064,
bearing capacity of soil shall be verified by licensed contractor .. X N L -I- N N o F z ^ _
N
prior to pouring concrete. 0 N N O p x a C 0
Specifications IN N N q_2 ® Z 1 1 3 co LL N O
„
The following specifications are applicable to this project:
1,— — /g ® red 0 � ` .
1. Where concrete specifications are required, whether in the 1 X2 — J \ �� 5 W s
screen enclosure scope or not, by one or more regulatory Ct w
agency, the following specifications are applicable: � �
a. Concrete shall conform to ASTM C94 for the following 1 1 —3 V o
0
z
components: W # a
i. Portland Cement Type 1,- ASTM C 150 1- 6 w
ii. Aggregates - Large Aggregate 3 / < <" max - ASTM C 33 — �— ®_ 5 m c..) iii. Air entraining +/- 1% - ASTM C 260 W
y a
iv. Water reducing agent - ASTM C 494 (' o
v. Clean Potable water .n 2X2 2X2 2X2 Z o a
vi. Other admixtures not permitted N)
b. Metal accessories shall conform to: 1 Cr) W
i. Reinforcing Bars - ASTM A615, grade 60 = �— N m m In m N y
ii. Welded wire fabric - ASTM A185 0...Z..
1 j rr) X M XM XM X z .c.e' o
c. C slump at discharge chute not less than 3" or N (/) N U) N U ) N n o 0
more than 5 ". Water added after batching is not N N - O O D Z W .r LL w
permitted. ` — ' j
d. Prepare and place concrete per American Concrete 2X 2 2X2 2X2
Institute Manual of Standard Practice, Parts 1, 2, and 3 z
including hot weather recommendations. k
e. Moist cure or polyethylene curing permitted. 05 P ;
f. Prior to placing concrete, treat the entire subsurface area I ' CO J F
for termites i compliance with the FBC. W CO =
g. Concrete shall be placed over a polyethylene vapor CI C_) °x
barrier. — whe, lil 1-
2. Aluminum extrusions shall be 6005 T5 Alloy ® ® < - m F
el 3. Fasteners are required to be SAE Grade 2 or better zinc plated. (1)1.1.101•0
4. All Self Mating Beam Sections are to be stitched with #14 II ' U Q <n —
z
screws 6" from ends and 24" center to center. / / / / / 0 Z N W re
5. The minimum nominal thickness of protector panels (kickplates) `� t.3 J d M
shall be an industry standard of 0.024 inches. 3' - „ J " - = =t _
6. Screened enclosures containing swimming pools shall comply 3 1 1 3 ' -1 1 " 0- E ,- Q L Li_ ?
with the applicable requirements of FBC R4101.17 Residential �� �� "" \
o
o
Swimming Barrier requirements. 3' - 1 1 3' -1 1 REVIEWED FOR CODE COMPLIANCE 0
7. Screen material shall be 20/20 Better View or 18/14 screen. All
other material shall be approved by Suncoast Architecture & CITY OF ATLANTIC BEACH w
w
re
Engineering, LLC. SEE PERMITS FOR ADDITIONAL i � 0
" 1 F
8. Door location shall be determined b y contractor in the field. REQUIREMENTS AND CONDITIONS.
9. Roof bracing shall be a minimum 2 "x2 "x0.44 ". Connection shall o
be similar to C /A -2 w/ top strap.
Roof Type REVIEWED BY: /17
DATE: / f -- /7
/J PLAN
Roof Type: GABLE f/
�
ALUMINUM MEMBERS DIMENSIONS RIGID LIGHT CONNECTION #14 SCREWS 1- . --�-�-
HOLLOW SECTIONS UPRIGHT BEAM NO. SCREWS . • e
2 X4 SMB 2 X4 SMB 5 Y x "x2XUPRIGHT * ',
2 x 2: 2" x 2" x 0.044" _..._ SIZE - 2" BREAK FORMED / ' �•
2 x 3: 2" x 3" x 0.050" 2 X 4 SMB 2 X5 SMB 8 5032 H -32 ANGLE • X, 4,- o en
2 x 4: 2" x 4" x 0.050" 2X4SMB 2X6SMB 8 V \4 �s m
2 x 5: 2" x 5" x 0.050" SELF - MATING OF SNAP Q , I't
MINIMUM 2 X5 SMB UPRIGHT FOR BEAMS SECTION - TYP ° - I u' V
MIN 4" SLAB 2500 PSI
LARGER THAN 2X6 SMB CONCw/ FIBERMESH , • ( f '
OPEN BACK SECTIONS r
2 X5 SMB 2 X4 SMB 5 — r `, ,°
1 x 2: 1" x 2" x 0.040" N _W 1 " x 2" O.B. BASE PLATE - TYP
1x3: 1"x2 "x0.045" 2X5 SMB 2X5 SMB 6 -- - • 0 �Z
�+ SMB 1X• MIN CONC , t • • 6 ,, ,k: ®
2 X 5 SMB 2 X 6 SMB 6 , ANCHOR EMBEDMENT ,, f, ` ° i • t J ' _
SNAP SECTIONS 2z.(4. I. I. C D�
2 X5 SMB 2X7 SMB 6 MIN SdMINEDGEDISTANCEFROM • + r f 0
2 X 2 Snap. 2" x 2" x 0.045" - EXTERIOR OF COLUMN TO
2 x 3 Snap: 2 "x3 "x0.050" 2X5 SMB Z X8 SMB 9 / OUTSIDE EDGE OF SLAB I 111111i ttt
2x4 Snap: 2" x 4" x 0.045" MINIMUM 2 X 6 SMB UPRIGHT FOR BEAMS SIDE VIEW (1)1 /2 " CAP SCREW wlNYLOCK 2Yz'xye "x (GIRTORPURLIN
SELF MATING (SMB) LARGER THAN Z X 8 SMB JAM NUT - IN LIEU OF NYLOCK JAM WIDTH + YZ'x BEAM DEPTH OR PROFESSIONAL SEAL
2 x 4 SMB: 2" x 4" x 0.044" x 0.100" NUT, JAM NUT w/ THREADLOCKER UPRIGHT DEPTH -y ALUM
2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 X 6 SMB 2 X 4 SMB 5 MAY BE USED BACKING PLATE W
2 x 6 SMB: 2" x 6" x 0.050" X 0.120" 2 X 6 SMB 2 X5 SMB 6 WIND ZONES 130 + USE TIGHTEN TO CONTACT - DO NOT IZ
2 x 7 SMB: 2" x 7" x 0.057" x 0.120" SMB (2) %' x 4" LDT OVERTIGHTEN
2 x 8 SMB: 2" x 8" X 0.072" x 0.124" 2 X 6 SMB 2 X 6 6 WIND ZONES 100 TO 120 USE w
2X6SMB 2 X 7 SMB 6
I MI 2 X 9 SMB: 2" X 9" X 0.072" X o. 124" _ _ (3) 1/4 X 2 1/4" TAPC 401111Ill
(4)#10x1Y " SMS INTO SCREW MI o
2 x 10 SMB: 2" x 10" x 0.092" x 0.398" 2 X 6 SMB 2 X 8 SMB 9 BOSSES
CO v = �
2X6SMB 2X9SMB 12 awasi= •
` , iii o".
2 X 6 SMB 2 X 10 SMB 12 ` 1 "x 2" BASE P LATE ANCHORED TO 2X2" OR 2 "X3" MEMBER V W z e a
USE 2X6 SMB FASTENER SCHEDULE W
FOR UPRIGHTS 2 X7 SMB AND LARGER c a coNCwiva "X 11 /2 "QUIKSETS' C9 < m RI
G 6" MAX EACH SIDE OF POST AND 24" Q m N m
d . . O.C. MAX 2 FW �I: _.
FRONT VIEW ON OR SELF - MATING BEAM ♦ O ,_ a t ix
V J fp LL c o .
L.
B 2" x 4" OR LARGER SELF - MATING UPRIGHT TO DECK DETAILS C
PURLIN OR GIRT TO BEAM OR POST DETAIL
rod er
A -2 SCALE: NTS W
A-2 SCALE: NTS u
cc u
D C
I— ; 2
U
W g
2
F_- C1 .5 a
2 W 8 c
FOR SLOPED BEAMS, m v g H
MAINTAIN 5/8" SCREW SPACING re 0 H A m ±'
SELF - MATING 6" BEAM -NOTCH FROM EDGE OF BEAM Q Z O 2 a
2" x2' PURLINS ATTACHED TO
FOR UPRIGHT Z LC r ri h
BEAM w /MIN (4) #10 x 1 Y2 SMS BEAMS BUTT TOGETHER Cn r 7 o W 4
W
.062" INTERNAL BACKING PLATE < � � " 2 C
c
TO COVER ALL SCREWS 3/16" 5052 - H32 GUSSET PURLIN Q Z w , � Q u
�� - PROJ PUR LENGTH X 2" X 1/8" 5032 - Z jn tj C C
YP
• It ' • H32 ANGLE EA SIDE
OR = Z a 0
5/8" T
2" x 2" GIRT SECTION - ATTACHED TO •�� 5/8" TY r PROJ PURLIN LENGTH X 2" X .063" ` W to) a
BEAM w/ (4) 1 Y2 • SMS " ' • • • • 5032 -H32 RECEIVNG CHANNEL u
n
u.
1" x 2" OPEN BACK GIRT SECTION I ( • • 2" x 2" EXTRUSION ' 0 1
ATTACHED THRU UPRIGHT TO BEAM w/(2) I • •
#10x1Y2 " SMS & TO GIRT w/ #10X1 Y2 I • •
Pi �
SMS 24" C/C • • • • • • �I U J i
1" x 2" OPEN BACK EXTRUSION W CO 2
SCREW PATTERN • •
(SEE TABLE ABOVE) 2 "X2 "X0.090" ANGLE W/ _
(4) #14X3/4" EA LEG I N OTC H POST AS REQUIRED Q g
fn 11 J m 3
5/8" TYP @ EDGE 8 5 5 8 I' U) W U P7
1 1 4" (MIN) UPRIGHT 1' -4 V Q _ N Z
#14 SMS 1 1/4" C/C UPRIGHT Q IL
VARIES O J O 1 c
NOTES: V J =
1. GUSSET DIMENSIONS ARE MINIMUM a = ~ Q 2
(2) REQ'D - (1) EA SIDE OF BEAM - MAY BE c
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR E
SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C C
SPACING a
3. GUSSET LENGTHS REMAIN CONSATANT, LL
a
WIDTHS CHANGE TO MATCH BEAM SIZE a
SLOPED PURLIN CONNECTION DETAIL F.
E
INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM C: S D RIGID LIGHT CONNECTION - ALL WIND ZONES - 6" BEAM -) TYPICAL
SCALE: NTS A-2
A-2 SCALE: NTS DETAILS
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