HomeMy WebLinkAboutFRONT ELEVATION This item has been elec- ••�nnia�ir•r
NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO •rr��
Design Parameters tronicaur si�,ea ana �•`' _. ,h�
SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB sealed by Edward Rorke (Ek
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk ri�:�. O
Category I. IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. PE„�,rg a Digital Sig-
No.722 4t •:
tore_Printed copies of
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind this k ,......r are not
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, considered steed and Sr►TEOF
VuLT=150 MPH sealed and the signature UR 10p•� `
m 3. Exposure Category,Paragraph 1609.4.3:D z le�ctro�iute s. hr,�.,.,,
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Applicable Codes,Regulation and Standards M O Edward Ros ke
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural Q
Design,Chapter 20 Aluminum,and Chapter 23 Wood. E, El �
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum r N X N HOST x LU 0 1 .04. 1
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., < N ,S FLOO X N X N I j iy
2010 Edition
3. ASCE7-16 2 '00'04- 10.16.0J
General Notes 0
z 1X2 1X2
1. The contractor shall verify all dimensions prior to construction E
2. All work shall comply with all local and regional ordinances. 10" 3'-0' rn
a" PLAN VIEW EXISTING ROOF,COLUMNS -10
3. Any deviation from this plan shall be reviewed by the engineer of record and is AND FRAMING TO REMAIN wN
subject to approval.
Specifications 1X2(TYP) 1X2(TYP)
The following specifications are applicable to this projects 2X3 PATIO
1. Where concrete specification are required,whether in the screen enclosure scope o DJ o
or not,by one or more regulatory agency,the following specifications are N N o x B-1 0 ~ o fl
applicable. z1 X X a a X N z X �/ o V o
1.1. Concrete shall conform to ASTM C94 for following components: 2x3 2x3 x N 2x3 2x3 Z s w N
1.1.1. Portland Cement Type 1,-ASTM C 150 IX2 DJ-1 W J:
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 z f
1.1.3. Air entraining+/-1%-ASTM C 260 1X2(TYP) ix2(TYP) W 4°, N U
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted I 1'-0" 1-0" I
1.2. Metal accessories shall conform to:
30'-0"
1.2.1. Reinforcing Bars-ASTM A615,grade 60
1.2.2. Welded wire fabric-ASTM All85 FRONT ELEVATION w 4
1.3. Concrete slump at discharge per chute not less then 3"or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice,Parts 1,2 and 3 including hot weather recommendations. 1X2
1.5. Moist cure or polyethylene curing required. 1
1.6. Prior to placing concrete,treat the entire subsurface area for termites in
compliance with the FBC. d z a
1.7. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy. r w D x x X M Z
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to M O
6X6 W1.4/W1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy. Q
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better M q 1X2 1X2 N
zinc plate to ASTM B633,or stainless steel series"300". r- o_ 1xz HOST 1xz LLI
4. All Self Mating Beam Sections and PFB are to be stitched with either#14 screws zND FLOOR LU E O
6"from end 24"on center or#12 screws 6"from end 12"on center. D 5 'a Lo
5. Screened enclosures containing swimming pools shall comply with the applicable a a a N
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requirements of FBC R4501.17 and FBC 454.1.3.1.9. O ^ X. z Ur
6. Door location shall be determined by contractor in the field. Z J n O
X x X c
7. When installing pavers over concrete slab or footing which are supporting •E C J 'C
aluminum members,such as continuous screen tracks or upright,the anchors to O
must extend past the pavers and reach proper embedment into the underlying L2 O LL
foundation. 1xz 1X2 IY CL
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8. All flashing and waterproofing shall be provided by the contractor. "" O L)
-6 PICKET RAIL SCREW
THRU
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9. Use of these plans acknowledges and accepts a limit of liability not to exceed R-1 ]' 8" MEMBER WITH(2)#10X THR Vl O
�F ]'-8" SMS INTO SCREW BOSSES. /�, a) CO and engineering fee. z PLAN VIEW EXISTING ROOF,COLUMNS EACH END W
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph AND FRAMING TO REMAIN -5 }�
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Foundation Design:Existing 12"x12"Thickened Edge 4"Slab on Grade v a1
1 X2(TYP) 2X2 DJ 1X2(TYP) d
Existing concrete.No additional concrete footing is required to resist the loads imposed N N o N N L
by the proposed construction if the existing footing is in sound condition,free from X x x N o m d
structural cracking,spalling,or other deterioration. X N N u) X
1X3 SNAP 1X3 SNAP 1X3 SNAP 1X3 SNAP 1X3 SNAP 1X3 SNAP
DJ-1 �
Roof Type Screen Size 2
None 20/20
1X2 TYP 1X2(TYP)
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS SELF MATING BEAM ISMS) OTHER SELF MATING BEAMS
2 z 2:2"x 2"x 0.046" 2 z 4 SMS: 2"x 4"x 0.044"x 0.100" 3.75 PFB: 2"x 3.75 x 0.050" � 30-0
2 z 3:2"x 3"x 0.050" 2 z 5 SMB: 2"x 5"x 0.050'x 0.100' 5.75 PFB: 2"x 5.75"x 0.055"
2 z4:2"x4"x 0.050" 2z6 SMB: 2"x6"x 0.050'x 0.120' COLUMNS
2x 5:2'•x 5"x 0.050" 2x7SMB: 2x7"x0.057"x0.120" 3x3:3"x3"x0.125" FRONT ELEVATION
2z8SMB: 2°x8"x0.072"x0.124" 4 x 4:4"x 4"x 0.125- SHEET
OPEN BACK SECTIONS 2x 9 SMB: 2"x9"z 0.072"x 0.124" 6x6:6"x6"x 0.125"
1 x 2:1"x 2"x 0.040" 2 x 10 SMB:2"x 10"x0.092"x 0.398"
Ix
3:1"x 3'x 0.045' MINIMUM FASTENER EDGE DISTANCE:1/2" KB:KNEE BRACE
SNAP SECTIONS MINIMUM FASTENER SPACING:3/4" RC:REC.CHANNEL
2 z 2 Snap:2"z 2"x 0.045" CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS):
2 z 3 Snap:2"z 3"x 0.050" SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2 z 4 Snap:2'z 4"x 0.045"
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***NOTE-NOT ALL DE ED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
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(4)#14 x 3/4"SMS INTO POST 1/8"x 2"x 2"ANGLE WITH n
2"x2"x1/8"ANGLE EA � Lu(4)#14 x 3/4"SMS INTO
SIDE ® ® Lu
POST 3 a
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® ® BRICK PAVERS MAY NOT W
® ® BE PRESENT.FOLLOW
BRICK PAVERS.MAY NOT t I ANCHOR MINIMUM
BE PRESENT.ENSURE CONCRETE EMBEDMENT
MINIMUM CONCRETE
EMBEDMENT.
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n ?2 PTION 2:
QC) x ° ° �m 2"x2"x 1/8"ANGLE WITH(2)#10x N
Q n M m p ® e d° n d d ° d ° w 3/4"SMS IN EACH FLANGE,EACH
N w n N SIDE(TYP)
TOP VIEW UPRIGHT OPTION I: PURLIN/GIRT/CHAIR RAIL
SIDE VIEW AT INTERMEDIATE SIDE VIEW (4)#10 x 1-1/2"SMS INTO
FOUNDATION PER PLAN �—DJ PER PLAN A III SCREW BOSSES(TYP)
/ rr�� e UPRIGHT PER PLAN ®Q ® 1 O O.B.ANCHORED TO V1
X —CONCRETE WITH 1/4"DIA. � e
(1)3/8"DIA CONCRETE 1X2 O B.ANCHORED TO CONCRETE ANCHOR(MIN.1-1/4" r, 00
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. W
EACH LEG ANCHOR @ 24"O.C.MAX
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(4)#14 x 3/4"SMS INTO POST I SNAP ORS i �, M e
FOR CORNER CONNECTION O ICI
4)#14 x 3/4"SMS INTO SELF-MATING BEAM _` O O
FASTEN 1X2 WITH#12 x 3/4" X POST ONLY (`r/l „N, O ;'O^
WOOD: >'+
SMS @ 24"O.C. O V O $
#10 x 3"WOOD SCREWS @ 6"FROM Z =
® ENDS&12"O.C.
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)3/8"DIA.CONC. CONCn m ANCHOR.EMBED MIN. .x2-1/2" ANCHOR @ 6"FROM ENDS&24"O.C.®1X2 UPRIGHT A
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(4)#14 x 2"SMS THRU 1X2 '--FOOTING.SEE PLAN FOR
INTO POST TOP VIEW FRONT VIEW DETAILS
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION DJ-1 DOOR JAMB CONNECTION M-1 PURLIN/GIRT/0.13 TO HOST CONNECTION
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS
1/8"X 2"X 2"
EXTRUDED ANGLE
5052 H.32 ALLOY C)
EACH SIDE RAIL CONNECTION TO V
HOST
O O C LO
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O TOP RAIL PER PLA <4" to
M
(4)#14 x 3/4"SMS INTO • fC
O C
"O
POST,EACH SIDE. Q - J O
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BOTTOM VIEW c TOP RAIL PER PLAN �V
W m PICKETS PER PLAN y d
Lu N M
RAIL CONNECTION TO � 2 0 POSTS PER PLAN W COHOST - O O OTTOM RAIL PER PLAN }�
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N 4) 7 WOOD:
(1 DIA.LAG
SCREWS.S.LENGTH AS <4" (<2" POOL BARRIER) a
LE
REQUIRED FOR 3"
EMBEDMENT INTO �. t . • •' s•
WOOD FRAMING. 7/707
CONC. it a m - MAX SPACING BETWEEN POSTS =8FT JI
(1)3/8"DIA.CONCRETE II NI II/ I
SCREW ANCHOR.
LENGTH AS REQUIRED
FOR 2-1/4"EMBEDMENT
IN CONCRETE.
FRONT SECTION VIEW
SHEET
R-5 TOP AND BOTTOM RAILING CONNECTION TO HOST R-1 TYPICAL RAILING PROFILE
2 SCALE:NTS 2 SCALE:NTS 2