HomeMy WebLinkAboutAPPROVED Darcy eseal CONTRACTOR: Master Craft Aluminum Products WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED This item has beenS P A
TECHNOLOGY COUNCIL'S WEBSITE ,���� �P••••••••••R/1/
Applicable Codes,Regulations,and Standards AND GOGGLE EARTH. electronically Signed and Sealed ���0 •• C E/V �/X
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural by T.P. Arnett, PE. using a •••�'� ��•''. i
Design,Chapter 20 Aluminum,and Chapter 23 Wood. i
2.AA ASM 35 and AA ADM Specifications for Aluminum Structures,Part 1-A of Digital Signature with date and NO. 46043
the Aluminum Design Manual prepared by The Aluminum Association.and the time. Printed copies of this * :
AAF Guide to Aluminum Construction in High Wind Areas. Z
3.ASCE 7-16. document are not considered
STATE OF
Loading Criteria signed and sealed and the ���o� �c t
1. Live Load:10 PSF per 7th Edition(2020)Florida Building Code,Appendix I signature must be Verified on I�� •••• G%
Section 105.1 an electronic copies. ' ' •N
2.Dead Load:1 PSF Y p 00 04- 10:5�t� , 17
3.Wind Load:
3.1. Building Occupancy Category,Section 1604.5 and Table 1604.5: Risk =
c�
Category 1.
3.2. Ultimate Design Wind Speed:VULT=150 MPH w w a
,Nominal Design Wind C-1 w o
Speed:VAso-116 MPH Z
3.3. Exposure Category,Section 1609.4.3:Exposure C A-� S-2 S-1 1- U
3.4. Screen Enclosure Section 2002.4 A-3 A-3 Z w
4.Building Category for Aluminum Structures,Section 2002.6:Category Type 1- 7'-6" 7'-6" w Z
Screen Room&Patio Cover:Non-Habitable,Unconditioned w
M M 1X3 " z Q Z w
Roof Type x NN
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1. Roof Type: MONOSLOPE 3X3X0.090 o - t/t Z w
2.Roof Material:3"x 48"x 0.032"composite panel Elite 2000,1.0#density foam, o • S_3 0 o I of Q U
Florida Product Approval Number FL 7561-R5. I DJ-1 I I iO w J z
iv h A-2 A-3 `� 3X3x0.090 w
Existing concrete.No additional concrete footing or slab is required to resist the 2X3 2X3 = a
loads imposed upon the existing slab by the proposed construction if the existing 3X3X0.090 ND EN ao
BEAM BEAM 7_51 ir
slab is a minimum of 4"thick and in sound condition,free from structural I „� 2X4SM6 8 0
cracking,spalling,or other deterioration. I x N I 1.0# DENSITY' FOAM LL
EDGE LL
COMPOSITE PANEL BEAM 0
New 16"x 16"x 16"Isolated Footing w/(1)#5 top and bottom each way and 3X3X0.090 0 7-g �` Z a o
poured w/2,500 PSI concrete.The foundations are based on a minimum soil Z - 0)
bearing pressure of 1,500 psf. M X3X0.070 1X3 2 7
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Specifications M I EDGE BEAM A-3 I X X °D J Z m m ,a, z
3X3X0.090 N X I p[ LL _ w
The following specifications are applicable to this project: �r Q w w a N
1. All work shall be in accordance with the 7th Edition(2020)Florida Building Code, 3X3X0.090 Q w z 2 SS z Fr
¢ a 3:u Z
and any other applicable local codes and regulations. 7'-3" - ~ a =
2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no OC (' F-
o r
manufacturer substitution is acceptable without the specific written,signed and M M N Z R �
sealed authorization of Florida Aluminum Engineering,Inc. 24'-10" 7'-0" N I J w LL o
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3.Screen material shall be 18/14 screen unless approved by Florida Aluminum 1'-0" 1'-01,
Engineering,Inc. 3X3X0.090 a
4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better a
"" z
"X48X0.032 x
zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated 3 ��
stainless steel series"400". 1.0# DENSITY FOAM X X a o
COMPOSITE PANEL N J
5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. o
6.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from �` 3X3X0.090 =
ends and 24"center to center or#12 screws 6"from ends and 12"center to center. I z
7.Where concrete specifications are required,whether in the screen enclosure scope rn rn rn rn rn C) 0 0
or not,b one or more regulatory agency,the following specifications are x 0 0 0 0 0 o S-4 0 7'-3" cwi
y g n g y' g p M x x C x x x d d y00
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applicable: I c X X A-2 X X X x, A-3 M N o
a.Concrete shall conform to ASTM C94 for the following components: "� M M M M rxi M N a
i. Portland Cement Type 1,-ASTM C 150 2X3 2X3 2X3 2X3 or X
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 Q w m
iii. Air entraining+/-1%-ASTM C 260 1 X3 1 X3 1 X3 ix 0 > of
iv.Water reducing agent-ASTM C 494 QLU
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v.Clean Potable water H
vi. Other admixtures not permitted B B-1 U -J w N
b.Metal accessories shall conform to: A-2 A-2 U rn
i. Reinforcing Bars-ASTM A615,grade 60 O 0v o W M
ii.Welded wire fabric-ASTM A185 5'-10 5'-10 5'-10 5'-10 7'-0" pC
c.Concrete slump at discharge chute not less than 3"or more than 5". Water 24'-10"
d OLLL
added after batching is not permitted. DRAWN BY
d.Prepare and place concrete per American Concrete Institute Manual of TP
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. DATE DRAWN
e.Moist cure or polyethylene curing permitted. 03/16/21
f. Prior to placing concrete,treat the entire subsurface area for termites in
compliance with the FBC. REVISION
g.Concrete shall be placed over a polyethylene vapor barrier. 0 _
h.All aluminum components embedded within concrete shall be coated with a 0
bituminous paint or epoxy. z -
8.All flashing and weatherproofing shall be provided by the contractor. Q -
9.Door location shall be determined by contractor in the field. 4 _
10. Use of these plans acknowledges and accepts a limit of liability not to exceed SHEET NO:
design and engineering fee.
A- 1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x 2"x 0.046"
2 x 3: 2"x 3"x 0.050"
2 x 4: 2"x 4"x 0.050"
2 x 5: 2"x 5"x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 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" 1
UPRIGHT
2 x 4 Snap: 2"x 4"x 0.045"
I I
SELF MATING(SMB) I 2"x 2"x 3"x 1/8"ALUM ANGLE
2 x 4 SMB: 2"x 4"x 0.044"x 0.100" EACH SIDE OF UPRIGHT >-
2 x 5 SMB: 2"x 5"x 0.050"x 0.100" W/3/8"DIA.x 3"CONCRETE
CHAIR RAIL MEMBER W W a.
2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 1"x 3"OB ATTACHED TO I ANCHORS ON EACH SIDE N
W d
2 x 7 SMB: 2"x 7"x 0.057"x 0.120" CONCRETE W/1/4"DIA. (MIN 2 3/4"EMBED.)&
Z m U
2 x 8 SMB: 2"x 8"x 0.072"x 0.124" CONCRETE SCREW ANCHOR 1
6"FROM UPRIGHT x 3/4"SMS SCREWS INTO
T THE POST Z W �
IN
2 x 9 SMB: 2"x 9"x 0.072"x 0.124" &AT 24"O.C. — — W It
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2 x 10 SMB: 2"x 10"x 0.092"x 0.398" (MIN.2 3/4"EMBED.) J cc z
2"x 2"x 1/8"ANGLE W/ Q Q p w
MINIMUM FASTENER EDGE DISTANCE: 1/2" — — — Lu
— (4)#10 x 5/8"EACH SIDE Z a w z
MINIMUM FASTENER SPACING:3/4" 1 1
3 x UPRIGHT V7 z
Lu
(n Q w
CONCRETE SCREW ANCHOR: < W U_
SIMPSON TITEN HD OR EQUIVALENT ILL J z
SHEET METAL SCREWS(SMS): 0 2 a
ITW/BUILDEX OR EQUIVALENT d o
of
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a
B 3"x 3"POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL z a
M
A-2 SCALE:NTS /�-� SCALE:NTS z
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F�0 N V J D
zw
s m n ¢ z
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~ALL o x
1/8"x 2"x 2"EXTRUDED O z p
ANGLE 5052 H-32 ALLOY I J W LL =
W/(4)#14 x 3/4"SMS • • Ll- ~
INTO DJ
EL
1 1 3"x 3"x 0.090"
POST ° a
w
° J
a
2 1/4"MIN CONC 2
SLAB FOOTING ° ° ANCHOR EMBEDMENT
q„
SEE PLAN ; °
4 w
2,500 PSI CONCRETE I I ° U
° q I ATTACH 1"x 3"WITH ° N
. •� I CAULKING
W w
SIDE VIEW ui
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1 1 co
s• O
(4)#10 x 1 1/2"INTO of LU
SCREW BOSS Q (� O
s• ° I — — (1)3/8"DIA.CONCRETE z
W Q d 00
• 16" SCREW ANCHORS UPRIGHT U LU (V
(1)#5 REBAR ♦ '• � '•• � I (2 1/4"CONC.EMBED) PRE-HUNG
THRU POST
TOP&BOTTOM — — — — — DOORJAMB o ch
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2" I 2"x2"OR2"X3"HOLLOW DRAWN BY
4„ I SECTION GIRT G °° 4 ° TP
1"x 3"BASE PLATE DATE DRAWN
ANCHORED TO CONC W/1/4" ° ° ° °
1"x 3" CONCRETE SCREW ANCHOR 4 ° ° ° 03/16/21
-16"x 16" L (MIN.1 1/4"EMBED) a °
6"MAX EACH SIDE OF POST a °° a4 REVISION
Q
AND 24"O.C.MAX 6" °
TA _
4° ° Q _
2
FRONT VIEW 0 _
STANDARD ISOLATED FOOTING DETAIL C-1 1X3 TO HOST STRUCTURE DETAIL q _
A_2 SCALE:NTS /�_2 SCALE:NTS DJ-1 UPRIGHT TO CONCRETE PRE-HUNG SHEET NO:
L !1 L DOOR LOCATION DETAIL //��
SCALE:NTS A
(5)1/4"x 4"LAGS W/
1 1/4"DIA.NEOPRENE 3"COMPOSITE
FACED WASHER PER PANEL
PANEL #14 SMS x 1"MIN.LONGER
THAN PANEL W/1 1/2"DIA.
NEOPRENE FACED WASHER
@ 12"O.C.ALONG LENGTH
OF ALL END BEAMS
3"x 0.062"ALUM
RECEIVING CHANNEL
W/#10 x 3/4"TOP AND
BOTTOM AS END CAP EXISTING HOST WA L
2"x 3"FLAT TOP RAIL- NO 3"COMP
ANGLE REQUIRED UNLESS I J PANEL
SPLICED OR CORNER- I„ Q 2"x 3"FLAT J FLASHING-INSTALL 2"x 3"
ATTACH w/(4)#10 x 4"LG ?� END BEAM Q UNDER EXISTING DRIP EDGE END BEAM
(u I I Z 3"x 0.062"EXTRUDED /
3"x 3"x 0.093' III I 1 0 I p RECEIVER CHANNEL /
UPRIGHT I 2"x 3"FLAT III Z __ / Lu W a
LL TOP RAIL W/ I W / O
(4)TO x A SMS #14 x 3/4"SMS @ 6"O.C. / LLJ
INTO POST TOP AND BOTTOM Z m Q
2"x 3"FLAT W/1 1/2"DIA.NEOPRENE — O ti
TOP RAIL w/ WASHER @ TOP SCREW ONLY
(4)#10 x 4"SMS Z W lD ?
w Z �
INTO POST I OC z
CONCRETE: Q Q Z w
2"x 2"x 3"LG 2"x 2"x 1/8" (2)1/4"DIA.x 3"QUICKSET Z
2"x 2"x 3"LG x 1/8"ANGLE ALUM ANGLE ANCHORS INTO WALL
x 1/8"ANGLE W/(3)#12 x 3/4" WOOD: O N Z w
L/'1
SMS INTO BEAM (2)1/4"DIA.x 3"LAG SCREWS (n CQC U
(2)1/4"DIA.x 3" INTO WALL LLu G J z
(4)#10 x 3/4" (4)#10 x 3/4" LAG SCREWS c
SMS INTO SMS INTO 3"COMPOSITE PANEL @ 6"O.C. 0 _ ¢
SCREW BOSSES SCREW BOSSES d ¢
(2)INTO TOP RAIL (2)INTO TOP RAIL
(2)INTO POST (2)INTO POST O
I I LL
CONNECTION AT CORNER CONNECTION AT SPLICE 0
U
z ry N O
S-1 COMPOSITE PANEL TO FASCIA DETAIL S_2 z D m a° Oz 2
SCALE:NTS BEAM TO HOST STRUCTURE ATTACHMENT DETAIL CJ I j �
S 2 X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT A-3 SCALE NTS z w m v a EL
A-3 SCALE:NTS A-3 ¢ z
Q LL, .aN
W z2 w a
0 w
(D ❑_
O z 0
O z H
0
J LLI LL =
LL
3"x 3"x 0.090" a
POST 2"x 4"SMB ?
O
r w
(5)1/4"x 4"LAGS W/ I —— O
1 1/4"DIA.NEOPRENE _
FACED WASHER PER PANEL
❑
1 1/2"x 2 1/8"x 1/1/2"x 4" w
x 0.125"ALUM RECEIVING
CHANNEL W/(3)#14 x 3/4" N O
SMS INTO EACH SIDE OF W w
BEAM&(3)#14 x 3/4"
SMS INTO POST W w
0 > O
3"COMPOSITE IY W
ROOF PANEL I I I• � 2i � z
3"x 0.062"ALUM
RECEIVING CHANNEL (2)3/8"DIA. I I ® w Q w N
W/#10 x 3/4"TOP AND THRU BOLTS I I I• U D_ -
4,2"
BOTTOM AS END CAP 0IY cM
Qm0J2"x4"SMB x4"SMB
DRAWN BY
POST x 0.090" 3"x 3"x 0.090" i i TP
POST DATE DRAWN
I I 03/16/21
REVISION
S-3 COMPOSITE ROOF TO POST CONNECTION S-4 EDGE BEAM TO POST CONNECTION QQ -
A_3 SCALE:NTS A SCALE:NTS q _
F1 SHEET NO:
A-31