HomeMy WebLinkAboutRoth Engineering CONTRACTOR: Master Craft Aluminum Products
DESIGN CRITERIA: ��������
Applicable Codes,Regulations,and Standards �� //I/ 4
1.The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural Design, ��o 2� ••
Chapter 20 Aluminum,and Chapter 23 Wood. � •(� M
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2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the Aluminum C Q
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C.,2010 Z J L
Edition and the Guide to Aluminum Construction in high wind areas,2010. :. a W CD * W
3.ASCE 7-10. + L C� Q Q • i
Loading Criteria WEz
iI 1.Live Load:N/A •••.
2.Dead Load:N/A /' O .•'•• �(���
3.Wind Load: ////y�•• ......•
3.2. Ultimate Design Wind Speed:g Occupancy Category,Section 1604.5 and Table l V-T=160 MP Nominal Design Wind Speed:VA D
116 MPH,per St Lucie County Buildin¢Department.
3.3. Exposure Category,Section 1609.4.3: Exposure C
4.Building Category for Aluminum Structures,Section 2002.6:Category Type 2-Glass
Room:Non-Habitable,Unconditioned LU
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Roof Type Living Room Sliding Glass 9
1.Roof Type: N/A door in the room with
2.Roof Material:N/A W z
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Hurricane Protection J
Foundation Design _ Q Q0 LL
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Existing concrete.No additional concrete footing or slab is required to resist the loads 2X3 ii Z Z Z
imposed by the proposed construction if the existing slab is a minimum 4"thick with an 0 N z
8"x 8"thickened slab edge and in sound condition,free from structural cracking, I N Q w a
spalling,or other deterioration. N W 2 U
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Specifications 0 _
The following specifications are applicable to this project:
1.All work shall be in accordance with the 6th Edition(2017)Florida Building Code,and any I I r C' c
other applicable Iocal codes and regulations.
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2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no ° r._ "'`"'''`"''`'`'``"" ''l ROOF u
manufacturer substitution is acceptable without the specific written,signed and sealed
authorization of Florida Aluminum Engineering,Inc. N X Z z
3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better zinc plated t„i Z _ N a, C
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to ASTM B633,or coated stainless steel series"300",or uncoated stainless steel series its ec " Ci SE
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"400". d �i G (� ' Z C
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4.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from ends and f I Z , m a
24"center to center or#12 screws 6"from ends and 12"center to center. - ----------- - Q G
5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. W W a z
6.Door location shall be determined by contractor in the field. Q W ? .. .. W
7.Where concrete specifications are required,whether in the screen enclosure scope or not,by Z a F u
one or more regulatory agency,the following specifications are applicable: VI 2 c LL
a.Concrete shall conform to ASTM C94 for the following components: 2'-0" (7 Z $ g k
i. Portland Cement Type 1,-ASTM C 150 `J W a t
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 7 _0 3
iii. Air entraining+/-1%-ASTM C 260
iv.Water reducing agent-ASTM C 494
v.Clean Potable water
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vi. Other admixtures not permitted a
b.Metal accessories shall conform to: $-1. $-2 Cu
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 9
after batching is not permitted. _... e
d.Prepare and place concrete per American Concrete Institute Manual of Standard ALL ELECTRICAL TO BE cLL
Practice,Parts 1,2,and 3 including hot weather recommendations.
e.Moist cure or polyethylene curingpernutted. INSTALLED PER 6TH
f Prior to placing concrete,treat the entire subsurface area for termites in compliance EDITION (2017) FLORIDA _ ( l t� 4I W °u
with the FBC. BUILDING CODE o - C 1 CII 1 . n I N oC p
g.Concrete shall be placed over a polyethylene vapor barrier. I O I A I.2 > I A N Q I O
h.All aluminum components embedded within concrete shall be coated with a j g C
bituminous paint or epoxy. COMPONENTS & CLADDING - 1/ASo _ 2 :.:_ ( I::: :.2�5 :: 23 -:..I Q o v z
8.All lumber and plywood shall have grade marks and treatment identification and Shall DESIGN PRESSURES FOR WINDOWS DOORS: ( W
conform to the following; W
a.Framing lumber shall be minimum no.2 southern yellow pine and have a +27.7 P S F / -37.0 P SF I I _ Wi -I
maximum moisture content of15%. ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 3R,G ?X3RC. 1X3RC M v
b.Pressure treatments shall be osmosalts,osmose k-33,womansalts or celcure,as O r O �
recommended for the use condition.Pressure treated lumber shall be impregnated +33.6 P SF / -44.8 P SF G- Ix CM u-u-
with a cca salt treatment in accordance with f.s.tt-w-571 and bear the American DRAWN BY
Wood Preservatives Institute quality marklp-2. TP
C. Wall Sheathing: APA rated Sheathing,thickness as indicated,Exposure 1. A-3 A-Z A-3
d,Aluminum members that are uncoated shall be separated from PT lumber by 30# DATE DRAWN
felt paper,10 mil polyethylene sheet or equivalent material. 03/26/20
9.Contractor shall provide Florida Product Approval information as to the exact window
being utilized for this project,including manufacturers specifications, and installation 4'-1 4+-1�� 3'-O" j'-3>, REVISION
methods for anchoring the submitted windows to Aluminum members and specific sizes as 1
indicated on A-1.
10. Contractor shall provide any additional backing(aluminum,wood etc..)and anchors as 2 -
required by the window manufacturers recommended procedures. _
11. All glass panels within 24"of a door opening shall be of tempered glass per
FBC-R308.4 4 -
12. All flashing and weatherproofing shall be provided by the contractor. SHEEP No:
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee. A- 1
ALUMINUM MEMBERS DBRNSIONS
HOLLOW SECTIONS `0` ( * • �� /////
2x2: 2"x2"x0.046" ♦�� /ice
2x3: 2"x3"x0.050" ♦♦♦�s� •�� �i� ,iD
2x4: 2"x4"x0.050" �� w �
2x5: 2"x5"x0.050" ± 'T �•Zco O .•Zy
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OPEN BACK SECTIONS n % W ( * LU Q
1x2: 1"x2"x0.040" Q Q Z
1x3: 1"x3"x0.045" 0 � ' Zl
SNAP SECTIONS i�i��yO�••• !�,
2 x 2 Snap: 2"x 2"x 0.045" I/ Xy
3"x 3"x 0.070"
2 x 4 Snap: 2"x 4"x 0.045" POST /�*00, ,• * •1,, ��``,`
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SELF MATING(SMB) _
2 x 4 SMB: 2"x 4"x 0.044"x 0.100" w
2 x 5 SMB: 2"x 5"x 0.050"x 0.100" CHAIR RAIL MEMBER W ui
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2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 2"x 2"x 3"x 1/8"ALUM ANGLE z d M 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" 1"x 3"RC W11/4"CONCRETE EACH SIDE OF UPRIGHT
2 x 8 SMB: 2"x 8"x 0.072"x 0.124" SCREW ANCHOR 6"FROM O c
W13/8"DIA.x 3"CONCRETE z W tD
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2 x 9 SMB: 2"x 9"x 0.072"x 0.124" UPRIGHT&AT 24"O.C. ANCHORS ON EACH SIDE W Z
2 x l0 SMB: 2"x 10"x 0.092"x 0.398" (MIN.2 314"EMBED) (4)#14 x 3/4"SMS SCREWS J z
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MINIMUM FASTENER EDGE DISTANCE:1/2"
2"x 2"x 1/8"ANGLE W/ Z Q Z ILL(4)#10 x 5/8"EACH SIDE p w z
MINIMUM FASTENER SPACING:3/4" C7 cn
UPRIGHT (n Q W u
CONCRETE SCREW ANCHOR: W 5 V
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SIMPSON TITEN HD OR EQUIVALENT J
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SHEET METAL SCREWS(SMS): 0 'a
ITW/BUILDEX OR EQUIVALENT a
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B T x 3" POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL Z c
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CONC.HEADER: a
1/4"x 4"CONCRETE a
! % SCREW ANCHOR @ 24"O.C. WOOD HEADER: z
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\ WOOD HEADER: (1)3/8"x 3"LAG SCREW INTO HEADER
EXISTING C
\ WOOD: #10 x 4"WOOD SCREWS CONCRETE HEADER:
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1^i #10 x 3"WOOD SCREWS,6" @ 12"O.C. {1)3/8"DIA.x 3"CONCRETE SCREW
ANCHOR INTO HEADER
' FROM GIRT&@ 12"O.C.
t� CONC \ v ! �' 7 z
j 1/4"x 2 3/4"CONCRETE \ \ `
` SCREW ANCHORS,6" r ' !r \ \:r \r x ti h,\ r j —�f -_—�.`--u ILL
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2"x 2"OR 2"X 3"HOLLOW I r 1` \ / \ EXISTING
k, ti .''`� !. �,�, � I' �`',,l \,/ �• \*r rK ` HEADER \: ! ,� / ,�,. i'I W () LL
1 SECTION GIRT _. _ _ V% r !�, r Y. c+ 0 rc
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r 2'x3" W!#10x3"SMS-6" z
x 2"x 1/8"3"LONG ANGLE WOOD: SECTION w w
MAX EACH SIDE OF POST J
� .' W/ 3 #14 x 314"EACH #10 x 4"WOOD SCREWS W J p_, to
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i AND 24"O.C.MAX
@ 12"O.C. r,, F- U �' M
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114"DIA x 4"CONCRETE ` it ` I M O J
r ! 2"x 2" x 0.125"ALUM ANGLE W/
SCREW ANCHOR @ 24"O.C. r'\` `. (4)#14 x 3/4"SMS INTO UPRIGHT
✓ DRAWN BY
i, 2"x3" 2"x3"HOLLOW ! �;�n,`
\ SECTION UPRIGHT TP
EXISTING HOST DATE DRAWN
03/26/20
rB-1 2X3 TO HEADER DETAIL REVISION
C-1 2X3 TO HOST STRUCTURE DETAIL A-2 SCALE:NTS B'2 POST TO HEADER DETAIL 0
A-2 SCALE:NTS A_2 SCALE:NTS ZL
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SHEET NO:
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2"x 3"/1"x 3"RC ANGLE 5032 H-32 ALLOY I 0 W m 0
W/(3)#12 x 3/4"SMS LL F
INTO DJ 1"x 3"RECEIVING 3
FASTEN PLYWOOD SHEATHING ® ® CHANNEL
W!#12 x 1"SMS @ 6"O.C.AT ° a
PERIMETER AND INTERIOR
SUPPORTS
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SLAB/FOOTING „ „ MBEDMENT
2"x 3"P.B.ALUM WALL SEE PLAN
STUDS @ 16"O.C. u
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112"CDX OVER TY-VEX AND (n C
7/8"STUCCO FINISH OVER W fQ LL
BACKED WRE LATH
1"x 3"ALUM RECEIVING WITH LATH SCREWS SIDE VIEW 0 a
CHANNEL W/(1)#14 x 314"SMS EACH SIDE (1)318"DIA.CONCRETE f
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SCREW ANCHORS ,Q W W C
(2 1/4"CONC.EMBED) 177
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F�CIST`ING�CONCRETE GRADE UPRIGHT W J D_ LO
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1"x 3"RECEIVING CHANNEL �';f;>> DRAWN BY
ANCHORED TO CONC W/114"
CONCRETE SCREW ANCHOR s TP
(MIN.1 1/4"EMBED) 1"x 3"RECEIVING CHANNEL " DATE DRAWN
2'MAX EACH SIDE OF 2"x 3" ANCHORED TO CONC W/1/4"
ALUM WALL STUDS CONCRETE SCREW ANCHOR " 03/26/20
(MIN.1 1/4"EMBED) REVISION
6"MAX EACH SIDE OF POST
C'2 2"x 3"OR LARGER UPRIGHT TO DECK DETAILS AND 24"O.C.MAX 1Q
A-3 SCALE:NTS
FRONT VIEW Q -
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DJ-1 UPRIGHT TO CONCRETE(cb PRE-HUNG SHEET NO:
A-3 DOOR LOCATION DETAIL A_ w
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