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CONTRACTOR: Treasure Coast Aluminum T °" uts _
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DESSIGN GRTTERIA: ``,`���
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.LL
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2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of Q CO 'I' O •;
the Aluminum DesignManualColreparedby The Aluminum Association and the Z' Q
AAF Guide to Aluminum Construction in High Wind
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d Areas. � Q; �
3. ASCE 7-10. SCANNEL-, ' li Q z Z
Loading Criteria BY Q• > Z
1. Live Load: 10 PSF per 6th Edition (2017) Florida Budding Code, Appendix I Sfi. Lucie C ••�
Section 105.1 011nft �/� Q •• •' •(�� `
3.Wi dLoadPSF ��Section 1604.5 and Table 1604.5: Risk ,',''',�/////111 3.1. Building Occupancy Category,
Category 1.
3.2. Ultimate Design Wind Speed: Vmr = 150 MP Nominal Design Wind
Speed: V+ = 116 MPH A-2 K LLI
3.3. Exposure Category, Section 1609.4.3: Exposure C WI
3.4. Screen Enclosure Section 20024 Z C.
4.Building Category for Aluminum Structures, Section 2002.6: Category Type l- 7'-4"+ 7'-4" Vr M
Vinyl Room: Non -Habitable, Unconditioned
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1. Roof Type: MONOSLOPE (TYP) (Typi Q Q
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.09 density foam, M Z Z
Florida Product Approval Number FL 7561-R4. p I _0 d VW1
2X3X0.070 2X3X0.070
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Foundation Design FLAT FLAT 2X3XO.045 to Z
END BEAM END BEAM LL 0
Existing concrete slab. No additional concrete footing or slab is required to resist LL O
the loads imposed upon the existing slab by the proposed construction ifthe
existing slab is a minimum of 6" thick and in sound condition, free from 2X3XO.O48 / 2 F
structural cracking, spelling, or other deterioration. p 3"X48"X0.024" 0 2X3GIRT - a
Specifications
I 1.0 DENSITY FOAM I av
The following specifications are applicable to this project: COMPOSITE PANEL �� M
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, 2X3GIRT 2X3X0.045 llJ- O :3 U gg
and my other applicable local codes and regulations. e0 (TYP) A-2 Z Z A
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and n z
sealed authorization of Florida Aluminum E ne 2X3X0.07D "O 2XDJ in = ZUP;,.
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Engineering Inc. 8
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better 1 X3 o FLAT I J J m w
zinc plated to ASTM B633, or coated stainless steel series"300", muncoated I EDGE BEAM A-3 Q
stainless steel series "400". (TYP) 2XDJ I� Q ILLI z 2 m
4. Approved concrete screw anchpra to be Simpson Titen-HD or equivalent.L o Z s-
5. All SelfMafing Beam Sections are to be stitched with either #14 screws B' from g
ends and 24" center to center or #12 screws 6" from ends and 12" cemerto center.
6. Dom location shall be determined by contractor in the field. 7'-0, 7'-0 - ----- j LU 4
7. Where concrete specifications am required, whether in the screen enclosure scope LL
or not, by one or more regulatory agency, the following specs are applicable:
a. Concrete shall confirm to ASTM C94 for the following components: 19'-7°
i. Portland Cement Type I,- ASTM C 150 -
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Airentm{ning+/-1%-ASTMC260
iv -Water reducing agent-ASTM C494 1'-2r�" 3"X48"X0.024" V-21"
v. Clem Potable water 1.0 // DENSITY FOAM
vi. Otheradmixturesuotpemuned COMPOSITE PANEL
b. Metal accessories shall conform to:
L Reinforcing Bats - ASTM A615, grade 60
ii. Welded wire fabric-ASTM A185 _ t%1 w
C. Cwcrete slump at discharge chute not less it=3" or more than 5". Water
addedaferhatchingisnotpemdned. 3X3X0.092 2X3X0.045 2X3X0.045 3X3X0.092 W Q
d. Prepare and place concrete per American Concrete institute Manual of It g
Standard Practice, Paris 1, 2, and 3 including hot weather recommendatims. 20 O
e. Moist cum or polyethylene curing permitted. I c 2X3GIRT C 7)UI
L Priorto placing concrete, treat the entire subsurface area fortemtites in I� (TYP) ;-@D
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compliance with the FBC. VINYL WINDOWS SHALL BE (J w
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aludmm� components embedded within concrete shall be coated with REMOVED ® WIND SPEEDS IN W Z W in
bituminous paint or epoxy. EXCESS OF 75 MPH W/3 � =a co
8.All lumber and plywood shall have grade marks and treatment identification and SECOND GUST CC W L) 0 L Shall conform to the following: 24" ALUMINUM 1X3 tl c9"gata_
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a KICKPLATE(TYP) (TYP) - DRAWN BY
maximum moisture content of 15% TP
b. Pressure treatments shall be osmosalts, osmose k-33, womansalls orcelcme,
as recommended for the use condition. Pressure treated Iumhmshall be EDDRAWNimpregnated with a cca salt treatment in accordance withfs.n-w-571 and 6'-68" 6-66-68bear the American Wood Preservatives Institute quality mark Ip-2.c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be sepamtedfrom PT lumber�p �by 30# felt paper, 10 mil polyethylene sheet or equivalent material.RE V IE Y Y E®
9. Contractor shall provide Florida Product Approval infor ation as to the exact window being utilized for this prcjecR including manufacturers specification, and
installation methods for anchoring the subdued windows to Alutnimmm membersCODE COMPL NCEand specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing (aluminum, wood era..) and c SHEET NO: --
anchorsasrequired bythe window manufacturers mismamendedprocedures. ST" LUCIE COUNT1..(..� t V m47 2019
12. All flashing and weatherproofing andE be provided by the contractor.
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12. Use of these plans acknowledges and accepts a limit offiability not to exceed 9 ®CC
deli and engineering fee.
ALUMDWMMEMBERSDIMENSIONS
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HOLLOW SECTIONS
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2x2: 2"x2"x0.046'
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2 x 3: 2" x 3"x 0.050"
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KICK PLATE NOTES: `
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2x 4: 2"x4"x 0.050"
1. 0.024 PLUM = Q' .'•4(, Co
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2X 5: 2"x5"x 0.050"
2. SCREW ALL CORNERS � Q bJ
3. 100 B -12O B WIND ZONES : 2 'e
OPEN BACK SECTIONS
USE i/8x5B"SMSQ12"O.C. D. WIn
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l x 2: 1"x 2"x 0.040"
O.040"
4. 120 C-140 B WIND ZONES i : U V
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1x3: 1"X3"x 0.045"
USE #8 x 5B"SMS@8"O.C. �(n /
5. 140C-150 B WIND ZONES Q •,
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SNAP SECTIONS
USE#8 x 5B"SMS@6'O.C.
6. 150C&ABOVEWINDZONES 11, -•• Z
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2"x UPRIGHT
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7. TTOM
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2 x4 Snap: 2"x4"x 0.050"
(4)#tOx 2"IMO
8. &BOTAX PLATEOM=35�L !!!!/III
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SCREW BOSS
SELF MATING ISMS)
OF UPRIGHT
' OPTION 2:
2 x 4 SMB: T x 4" x 0.044" x 0. 100"
CONTINUOUS
0.040" x 1 1/7' x 2118" x 1 1/2'
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2x5SMB: 2"x5"x 0.050"x 0. 100"
1"x 3"OPEIN BACK
INTERNAL OR EXTERNAL
OPTION
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2x6 SMB: 2"x5"x 0.050"x 0.120"
2"x 71 V8ITEACHNGLE ALUM RECEIVING CHANNEL
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2x8SMB: 2"xT" x 0.07T'x 0. 12T'
W/(3)#tOx &4"IMo
W/(4)#10x 5/8"EACH SIDE ( GI RT EACH FACE B(3)
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2x7 SMB: 2"x7"x 0.072"x 0.124"
#10x 3/4"INTO UPRIGHT
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2x9SMB: 2"x9"x 0.072"x 0.12T'
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2x 10 SMB: 2"x 10"x 0.092"x 0.398"
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
M[NIMUMFASTENERSPACING:3/4"
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CONCRETE SCREW ANCHOR:
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1/4"x21/4"CONCRETE
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SHEET METAL SCREWS ISMS):
SCREW ANCHOR 6" FROM
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UPRIGHT&@24"O.C.
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MIN 11/4"EMBEDMENT
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CHAIR RAIL TO UPRIGHT DETAIL
A-2 SCALE NTS
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1 x 2" OPEN BACK STITCHED
118"x 2" x 7' EXTRUDED
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TO Wx 3"POST W/(1)#12x 11/2"
ANGLE 5052 H-32 ALLOY
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Q12"O.C. W/tST B"
W/(4)#74x 3/4"SMS • o
FROM CONCRETE
INTO DJ
3" x 3". 0,097'
POST 1 - 71
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'31F'MW CONC
SLAB/FOOTING • �u+CHGR wBEDM T
SEE PLAN
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WOOD:
T'z2"OPENINDBACKSTITCHED
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3GIRT& SCREWS, 6"
BEHIND x POST
1"x7' STITCHED
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FROM GIRT8@12'O.C.
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W/(i)#12x17f2"
3" POSTBACK
T03"x3"POST W/(1)#72x 112"
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Q17'O.C. W/1ST 8"
�12"O.C. W/75T 6'
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x 3" CONCRETE
FROM CONCRETE
FROM CONCRETE
SIDE VIEW
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KX>1/4"DIA.
SCREWANCHOR, &'
FROM GIRT&@24"O.C,
Wx3"x 0.092"
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(4) #10 x 110 INTO
POST
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- -SCREW
3"x 3"x 1/8" EXTRUDED
DIA. CONCRETE
(t) 3 S REW ANCH RS UPRIGHT
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POST BASE W/ (2) 3B"
THRU BOLTS
(2 1 4" CONC. EMBED) PRE -HUNG
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SECTION GIRT'd',',
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DATE DRAWN
1"x3"BASE PLATE
(2)3B"DIA CONCRETE a
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ANCHORED TO CONC W/1/4" _
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11�07�.19
7"x 3"
SCREW ANCHORS a
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CONCRETESCREWANCHOR ° • c
REVISION
I3"GONG. EMBED) .
(MIN.1 V4"EMBED)'a a
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6" MAX EACH SIDE OF POST e
AND 24" O.C. MAX 'S"'
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FRONTVIEW
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CP-1 3" x 3" POST TO CONCRETE
CONNECTION DETAILS
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1X3TOHOSTSLE:NTS
RE DETAIL
DJ-1 UPRIGHT TO CONCRETE .PRE -HUNK
A-2 SCALE:NTS
SHEUNO:
A-2
SCALE: NTS
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A_2 DOOR ENLOCATION DETAIL
FILE COP
A-2
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~, #14x 4"SMSW/
1 V7' DIA. NEOPRENE
FACED WASHER @ 6"D.C.�
3" x 0.082" ALUM
RECEIVING CHANNEL
W/ iN 0 x 3/4"TOP AND
BOTTOM AS END CAP
2" x 3" FLAT TOP RAIL - NO
ANGLE REQUIRED UNLESS
SPLICED OR CORNER -
ATTACH W (4) #10 x 4" LG
2" x 3" PB
2' x 3" FLAT
TOP RAIL wl
(4) #10 x 4" SMS
INTO POST
2"x2"x3"LG
x V8"ANGLE
(4) #10 x 3/4"
SMS INTO
SCREW BOSSES
(2) INTO TOP RAIL
(2) INTO POST
COMPOSITE
2" x 3"
FLAT -
END BEAM
2" x 3" x 0.050'
TOP RAIL W/
(4) #10 x 4" SMS
INTO POST
2•x 2"
x 118"
(4) #10 x 3/4"
SMS INTO
SCREW BOSSES
(2) INTO TOP RAIL
(2) INTO POST
#14 SMS x T' MIN. LONGER
THAN PANEL W/ 1 1/2" DIA
NEOPRENE FACEDWASHE
0 12' O.C. ALONG LENGTH
r/ S �2X3 TOP RAIL CONNECTION TO 2X3 UPRIGHT
A-3 SCALE NTS
FLASHING -INSTALL
UNDER EXISTING DRIP EDGE
3"x 0.082'EXTRUDED
RECEIVER CHANNEL
#14 x 3/4'SMS @ 8' O.C.
TOP AND BOTTOM
W/ 1 117DIA. NEOPRENE
WASHER 0 TOP SCREW ONLY
3' COMPOSITE
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COMPOSITE PANEL TO FASCIA DETAIL
14SCALE NTS
f- EXISTING HOST WALL
2" x
1 1/T'x 21/8"x 112"x'.
ALUM RECEIVING
W/ (4) 914 x 3/4" E
SIDE IP
0
NOV 2 7 2019
FILE COPY
S-Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
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A-3 SCALE: NTS
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DRAWN BY
TP
DATE DRAWN
11/07/19
REVISION
11 -
SHEET NO:
A-3