HomeMy WebLinkAboutAPPROVED 2626 Conifer Dr - Plans NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO Y 00
Design Parameters SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB 0 ward
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL.
Category I. Lu
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2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind -a
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, uJ
VuLT=150 MPH
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3. Exposure Category,Paragraph 1609.4.3:C 1 .�� ;�:;<••z�,:
Applicable Codes,Regulation and Standards
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural T
Design,Chapter 20 Aluminum,and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum 09:10:5 3 N
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., ti
2010 Edition M
3. ASCE 7-16 100104- 0
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances /
3. subject
u 1 ctdeviationtfrom this plan shall be reviewed by the engineer of record and is
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sub'ect to approval.
HOST N
3-U" 7-U"
Specifications � � �- �I ___
The followingspecifications area applicable to this projects: x -- -- - -- - - -- - -- F�ROOF OVER HANG
P PP P 1 en e
p ERATTACHMENT I � � L
1. Where concrete specification are required,whether in the screen enclosure scope =� 2X2 DJ N 1xz(TYP) L _ o fl
or not,by one or more regulatory agency,the following specifications are DJ-1 N - - -- -- - -- - - -- iX2 X
applicable. 2 2X2 DJ o \ 0X2X3
2X2 DJ1.1. Concrete shall conform to ASTM C94 for following components 1.1.1. Portland Cement Type 1,-ASTM C 150w u1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 e2X2 DJ r,1.1.3. Air entraining+/-1%-ASTM C 260 PFB 2X3 2X3 2X3 2X3 2X3 ( 5.75
PFB x A O o
1.1.4. Water reducing agent-ASTM C 494 Z
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted ffl
1.2. Metal accessories shall conform to: N
1.2.1. Reinforcing Bars-ASTM A615,grade 60 ffl N o X
1.2.2. Welded wire fabric-ASTM A185 r 5.75 N Z 2X3 2X3 2X3 2X3 2X3 2X3 I 5.75 o LLI
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". M PFB { N Z I X PFB X UJ
Water added after batching is not permitted. Q
1.4. Prepare and place concrete per American Concrete Institute Manual of D X „Z2X3
z1Standard Practice,Parts 1,2 and 3 including hot weather recommendation1.5. Moist cure or polyethylene curing required. L)
1.6. Prior to placing concrete,treat the entire subsurface area for termites in O575 2X3 2X3 2X3 2X3 2X3 5.75 'L3
compliance with the FBC. PFB �\ PFB
1.7. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc o N ti+� Rc-1z +� �� x a)6X6 W1.4/W1.4 WWF. i 3 BR-3 \ L
2. Aluminum extrusions shall be 6005 T5 Alloy. 2
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better x2 2X2 SNAP(TY ) I 1X2
1 7.-3,. 7,-3„ 7,-3., 7,-3., 7.-3,. �, 7.-3. 06
zinc plate to ASTM 6633,or stainless steel series"300". I-s'-o'-� 7-o' �-s'-o"-� y
4. All Self Mating Beam Sections and PFB are to be stitched with either 414 screws 43'-6" I 1 o'-o" � > r
6"from end 24"on center or#12 screws 6"from end 12"on center. PLAN VIEW M
5. Screened enclosures containing swimming pools shall comply with the applicable V
requirements of FBC R4501.17 and FBC 454.1.3.1.9. M C M
6. Door location shall be determined by contractor in the field. ---------------- w------------------- J w O
7. When installing pavers over concrete slab or footing which are supporting O O 'C
aluminum members,such as continuous screen tracks or upright,the anchors
must extend past the pavers and reach proper embedment into the underlying 1X2(TYP) V O U L foundation.
8. All flashing and waterproofing shall be provided by the contractor. BR-1 L 3 m i
9. Use of these plans acknowledges and accepts a limit of liability not to exceed G� O (D a)
design and engineering fee. o M n m n m n m n m m I.i N a
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph o L6 a a a a L6 a O
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Foundation Design:Existing 12"x12"Thickened Edge 4"Slab on Grade 2X3 2X3 zx3 zx3 zx3 2x3 L� 2
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Existing concrete.No additional concrete footing is required to resist the loads imposed z y
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by the proposed construction if the existing footing is in sound condition,free from .� 1X2(TYP) �
structural cracking,spalling,or other deterioration. 7•_3' _3' _ _, 7'_3"
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Roof Type Screen Size '3'-6"- Q
Full Mansard 18/14 FRONT ELEVATION a�i
ALUMINUM MEMBER DIMENSIONS 0-
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS d
2 x 2:2"x 2"x 0.046" 2 x 4 SMB: 2"x 4"x 0.044"x 0.100" 3.75 PFB: 2"x 3.75"x 0.050"
2 x 3:2"x 3"x 0.050" 2 x 5 SMB: 2"x 5"x 0.050"x 0.100" 5.75 PFB: 2"x 5.75"x 0.055"
2 x4:2"x4"x0.050" 2x6SMB: 2"x6"x 0.050"x 0.120" COLUMNS
2x5:2"x5"x 0.050" 2x7SMB: 2"x7"x 0.057"x 0.120" 3x 3:3"x 3"x 0.125"
2x8SMB: 2"x8"x 0.072"x0.124" 4x4:4"x4"xo.125" SHEET
OPEN BACK SECTIONS 2 x 9 SMB: 2"x 9"x 0.072"x 0.124" 6 x 6:6"x 6"x 0.125"
1 x 2:1"x 2"x 0.040" 2 x 10 SMB:2"x 10"x0.092"x 0.398"
1 x 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 x 2 Snap:2"x 2"x 0.045" CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS):
2 x 3 Snap:2"x 3"x 0.050" SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2 x 4 Snap:2"x 4"x 0.045"
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***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
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1/8"BRACKET CUT Note-Orientation may be different. `m w
FROM 1"x 5"ANGLE. 3 d
CONNECT WITH(9) 3/16"GUSSET Lu
W
#14 X 3/4"SMS
7" 1-1/4"x 5-5/8"x 1/8" PURLINS ATTACHED TO BEAM
��ALUM.FLAT BAR. WITH(4)#10 x 1-1/2"SMS WITH
6063-T6 ALUM. WASHE INTO SCREW BOSSES.
O O O O O
° N #14 X 3/4"SMS @ 1-1/4"O.C.
O d a p c ° c
O EVE RAIL ° ° d r
O EYE BOLT FOR CABLE TENSION ° ° ° x 2"x 2: N
0 2"x 2"x 1/8"ANGLE WITH(2)#10 x
O 3/4"SMS IN EACH FLANGE,EACH r
SIDE(TYP) M
(2)3/8"DIA.x 3"EMBED OPTION 1: PURLIN/GIRT/CHAIR RAIL
CONCRETE SCREW ALTERNATE CONNECTION (4)#10 x 1-1/2"SMS INTO
ANCHOR SCREW BOSSES(TYP)
UPRIGHT 1/8"S.S.CABLE
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1-1/4"x 5-5/8"x 1/8"ALUM.FLAT a 2' S W � d
DOUBLE BAR.WITH(2)3/8"DIA.CONCRETE N I
COMPRESSION ANCHORS.MIN.2-3/4"EMBEDMENT ^ M b d
SLEEVES
SNAP OR� � � � M '�
o• / SELF-MATING BEAM
ONLY 7
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wooD:
#10 x 3"WOOD SCREWS @ 6"FROM Z =
BRICK PAVERS MAY NOT ENDS&12'O.C.
BE PRESENT.ENSURE z o w CONC.
MIN.REQUIRED ANCHOR z NOTES: 1/4"DIA.x 3"CONCRETE SCREW w "
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EMBEDMENT INTO ° ° v 1. SEE THE NOTE BELOW FOR SCREWS SPACING.THE NUMBER OF SCREWS SHOWN ARE ANCHOR @ 6"FROM ENDS&24"O.C. W N d
CONCRETE \�z FOR ILLUSTRATIVE PURPOSES.DO NOT COUNT SCREWS ON DRAWING. i E
° ''1 0 2. GUSSET DIMENSIONS AREA MINIMUM(2) REQ'D-(1)EA SIDE OF BEAM-MAY BE INTERNAL
OR EXTERNAL $
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FOUNDATION PER PLAN a c d ° d° 3. AS BEAM SIZE CHANGES,ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4"C/C SPACING. i+
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE. ry, �
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TWr^^ 3
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BR-1 CABLE BRACING G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION M-1 PURLIN/GIRT/0.13 TO HOST CONNECTION
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS
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(1)1/2"DIA THRU BOLT WITH 1/8"x 2"x 2"ANGLE WITH a)
2"x2"x1/8"ANGLE NYLOCK JAM NUT(JAM NUT WITH �(4)#14 x 3/4"SMS INTO GUSSET PLATE
SIDDEE THREADLOCKER MAY BE USED,IN ® O POST PER PLAN/DETAILS 0)
LIEU).DO NOT OVER TIGHTEN. .1
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS,USE O O RICK PAVERS MAY NOT co
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2 x AN SMS INTO POST BE PRESENT.FOLLOW ` o
ANCHOR MINIMUM
BRICK PAVERS.MAY NOT CONCRETE EMBEDMENT PURLIN m PURLIN L 06
BE PRESENT.ENSURE O >Tv
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MINIMUM CONCRETE O
EMBEDMENT. z r }�
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�, (2)#14 X 2"SMS THRU BRACE INTOco \\/ p IC
o v d ? P�' BEAM THRU GUSSET PLATE
n m zp ® ° ' ° d ° < d N W 0� QL
d d " N w TOP VIEW ° C
SIDE VIEW AT INTERMEDIATE UPRIGHT SIDE VIEW C) C U ai
FOUNDATION PER PLAN J PER PLAN L 3 CD i
UPRIGHT PER PLAN ®Q ® 1x20.B.ANCHORED TO BRACE AT INTERMEDIATE JOINT O04
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X CONCRETE WITH 1/4'DIA. fd N a
(1)3/8"DIA CONCRETE 1X2 O.B.ANCHORED TO CONCRETE ___ ANCHOR(MIN.1-1/4" () i
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. O
EACH LEG ANCHOR @ 24"O.C.MAX W 0 LL
1
\ (4)#14 x 3/4"SMS INTO POST w
FOR CORNER CONNECTION ® m 0
4)#14 x 3/4"SMS INTO p
FASTEN 1X2 WITH#12 x 3/4" X POST 0 G� y
SMS @ 24"O.C. O 4"MAX 0�P a)
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d m 1)3/8"DIA.CONC. � Q
ANCHOR.EMBED MIN. w
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e 2-1/2" w U
a a 01X2 UPRIGHT EAVE RAIL y
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a c d e (4)#14 x 2"SMS THRU 1X2 J -FOOTING.SEE PLAN FOR 1/4"DIA.THRU BOLT WITH NYLON d
INTO POST FRONT VIEW DETAILS BRACE AT EAVE RAIL WASHER&STAINLESS STEEL NUT
FRONT VIEW TOP VIEW
AT CORNER SHEET
B-1 UPRIGHT TO FOUNDATION CONNECTION DJ-1 DOOR JAMB CONNECTION BR-3 ROOF BRACING
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS 2
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."NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS"` y N
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W
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0.125"THICK"Z"BRACKET @ EACH BEAM/PURLIN.
ATTACHED BRACKET TO FASCIA W/3/8"x 3"LAGS(3 NOTE: W
PER BRACKET).ATTACH GUTTER TO FASCIA WITH (2)3/8"DIA.x 4"LAG SCREWS FOR
3/8"X 3"LAG @ 24"O.C.ELSEWHERE. SPANS GREATER THAN 30'-0"
1"X 2"OPEN BACK IS NOT NEEDED IF MEMBER SIZE EDGE"C"
GUTTER HAS SPLINE GROOVE. 2X4 1/2" BEAM NOTCHED
OVER UPRIGHT
OTHERWISE,CONNECT 1X2 TO 2X5 1"
BEAM/PURLIN WITH(2)#10 x 2-1/2"SMS
THRU BEAM/PURLIN INTO SCREW 2X6-2X10 11/2"
r
BOSSES.CONNECT IX2 TO GUTTER NOTCH BOTTOM FLANGE OF (�
WITH(1)#14 x 1-1/2"SMS @ 6"FROM FLASHING PURLIN TO OVERLAP UPRIGHT
ENDS AND 24"O.C. M
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EAVE RAIL INTERNALLY SCREW THRU EAVE RAIL O
SCREW THRU BEAM INTO INTO PURLIN SCREW
SCREW BOSSES WITH(3)#10 BOSSES WITH(2)#10 x 4" O
x 1-1/2"SMS SMS o E
0 0 ATTACH 1X2 TO EAVE RAIL O ATTACH 1X2 TO EAVE RAIL
0 0 WITH#14 x 1-1/2"SMS @ 6" WITH#10 x 1-1/2"SMS @ 6"
@� FROM ENDS&24"O.C. FROM ENDS&24"O.C. W
Z d N e
Cl (1)1/2"DIA.x 2-1/2"THRU SMS EACH SIDE OF BEAM
1" 2"x 7"x 1/8"PLATE WITH(4)#14 x 3/4"
ONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT. M "O
2"x2"x 1/8"x2"ANGLE WITH(4 MINIMUM OF 2"x4".IF LESS,2"X4" THREADLOCKER MAY BE t
#14 x 3/4"SMS INTO BEAM/PURLIN PT SUB FASCIA SHALL BE PLACED USED ON NUT IN LIEU OF
AND(4)[(2)IF 1X2 IS SCREWED TO BEHIND EXISTING AND LAG LAG NYLOCK JAM NUT.DO NOT
BEAM USING SCREW BOSSES]#14 SCREWS SHALL BE LENGTHENED OVERTIGHTEN.
X 3/4"SMS INTO 1X2 UPRIGHT PER PLAN O O
OR GUTTER). SUPER GUTTER �p
( ) TO FULLY PENETRATE SUB FASCIA. •-+ �
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x UPRIGHT.SEE PLAN W O b y
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG FOR SIZE i 7 m E
WHEN BEAM IS LARGER THAN GUTTER, .062"BACKING PLATE BOLTS,EMBEDDING 1-1/2"INTO C $
2 1/8"x 1 1/8"x 0.062"(MIN.)ALUM ON INSIDE OF GUTTER TRUSS TAILS.PRE-DRILL WITH 318" d
RECEIVING CHANNEL W/MIN.(2)#12 x DIA BIT TO PREVENT SPLITTING. rr��
3/4"SMS SHIM AS NECESSARY IF OTHER V1 y
THAN A PLUMB CUT FASCIA. u ,a
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
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RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION RC-Z UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS
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