HomeMy WebLinkAbout9630 Knollwood Ln - Plans NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO Y Thus item has been eieo-
Design Parameters SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB W troi�ally-steed-d d` •If-.�7
p'sealed by Edw-d R-J. 'e E H,s'.,
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. ?rr..'�
Category I. 10 t „Printed
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3 this document are not *• * •*'
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind ssaerea s yea ana STATE OF
Speed Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, w�ealea andthe g a=•"
VuLT=150 MPH „mot he-if.a on any
3. Exposure Category,Paragraph 1609.4.3:C
electronic copies- +Gtl,4l.
Applicable Codes,Regulation and Standards Edward Ros k
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural
Design,Chapter 20 Aluminum,and Chapter 23 Wood. 0 1 0 1 1 2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., C14
2010 Edition
3. ASCE7-16 00 05- 14:14:
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances. /
3. Any deviation from this plan shall be reviewed by the engineer of record and iE (•ry
subject to approval.
Specifications W C
The following specifications are applicable to this projects: f1z ° HOST r-� „ r•y
1. Where concrete specification are required,whether in the screen enclosure scope - j 3-o fi �-o t-3-o-f - - - -- - -- -- - -- - -- - -- - - - °
- ----------------- -- - - -- -- - --
1X2 aooc oveaHnrvc .N.
or not,by one or more regulatory agency,the following specifications are 1 1X2
applicable. w zxz DJ X2(TYP)
X O DJ-1
1.1. Concrete shall conform to ASTM C94 for following components: b o �� R;'
f x z ° o
1.1.1. Portland Cement Type 1,-ASTM C 150 J- 2x2 DJ �� ' �a ti+� ti+� 2X2 DJ w u
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 f Rc-z i w o o d
1.1.3. Air entraining+/-1%-ASTM C 260 o N
1.1.4. Water reducing agent-ASTM C 494 r- PFB �� zxa zxa zx3 2- zxa zx3 zx3 5.75 zcd
1.1.5. Clean Potable water M 9
1.1.6. Other admixture not permitted � I I M-1 z a+"i
1.2. Metal accessories shall conform to: frl b_ i �+a y+' i z > o O r�� U
1.2.1. Reinforcing Bars-ASTM A615,grade 60 � 9 i N i Q W
1.2.2. Welded wire fabric-ASTM A185 CA
< U 5.75 o v 2X3 2X3 2X3 2X3 2X3 2X3 2X3 I 5.75 0 >
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". > o PFB I a o i UJ
Water added after batching is not permitted. � I N I W
1.4. Prepare and place concrete per American Concrete Institute Manual of O i o BZs i o F-
Standard Practice,Parts 1,2 and 3 including hot weather recommendation, Z b i +' ti+ X2X3
1.5. Moist cure or polyethylene curing required.1.6. Prior to placing concrete,treat the entire subsurface area for termites in5.752X3 2X3 2X3 2X3 2X32X3 i 5.75 ;
compliance with the FBC. PFB
1.7. All aluminum components embedded within concrete shall be coated with E i z'
bituminous paint or epoxy. - o �� o
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc " " �� x
6X6 W1.4/W1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy. 1x2 L \V 1x2 a>
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better v
+ 6'-1121 k - + E' 21 # - 7 fi'-11- fi'-11-
zinc plate to ASTM 6633,or stainless steel series"300". 2 fi'-11 z -11z E'-11 z z 2 1121
4. All Self Mating Beam Sections and PFB are to be stitched with either 414 screws 48'-8 I 2'-C"
6"from end 24"on center or#12 screws 6"from end 12"on center. 4.0 y LID
5. Screened enclosures containing swimming pools shall comply with the applicable PLAN VIEW -q
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. Mp
7. When installing pavers over concrete slab or footing which are supporting 3 a
aluminum members,such as continuous screen tracks or upright,the anchors - O
must extend past the pavers and reach proper embedment into the underlying Dj
foundation. 1x2(TYP) 1X2(TYP) IU Y
8. All flashing and waterproofing shall be provided by the contractor. BR-1 Rcr L U) e
9. Use of these plans acknowledges and accepts a limit of liability not to exceed z ' Q d cMp a)
design and engineering fee. I.i in a
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph / Q
6 X A+ y LL
tU
Foundation Design:Existing 8"x8"Thickened Edge 4"Slab on Grade a)
BJ L
Existing concrete.No additional concrete footing is required to resist the loads imposed ; (l
by the proposed construction if the existing footing is in sound condition,free from 1X2(TYP) x2(TYP)'.,
structural cracking,spelling,or other deterioration.
32-°" ! 16.-8"
Roof Type Screen Size as s I
Full Mansard 18/14 FRONT ELEVATION
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS
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" 3x3:3"x3"x 0.125"
2x8SMB: 2"x 8"x 0.072"x 0.124" 4x44"x4"x0.125" 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"
d 00
***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
O N
Q' r
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 c ° c
O EVE RAIL ° d
C
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) N
(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
00
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
�' ..N. O
wooD:
#10 x 3"WOOD SCREWS @ 6"FROM Z =
BRICK PAVERS MAY NOT ENDS&12'O.C.
BE PRESENT.ENSURE z o w CONIC
MIN.REQUIRED ANCHOR z NOTES: 1/4"DIA.x 3"CONCRETE SCREW w "
L
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
° ''? 0 2. GUSSET DIMENSIONS AREA MINIMUM(2) REQ'D-(1)EA SIDE OF BEAM-MAY BE INTERNAL
OR EXTERNAL $
. is d
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, �
V 4
TWr^^ 3
v1
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
(1)1/2"DIA THRU BOLT WITH 1/8"x 2"x 2"ANGLE WITH
2"x2"x1/8"ANGLE EA NYLOCK JAM NUT(JAM NUT WITH �(4)#14 x 3/4"SMS INTO GUSSET PLATE
SIDE THREADLOCKER MAY BE USED,IN ® ® POST PER PLAN/DETAILS
LIEU).DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
®O RICK PAVERS MAY NOT
FOR 2X2 AND 2X3 UPRIGHTS,USE
(4)#14 x 3/4"SMS INTO POST BE PRESENT.FOLLOW `
ANCHOR MINIMUM Q ^
BRICK PAVERS.MAY NOT U. 4
ONCRETE EMBEDMENT PURLIN LL PURLIN L O
BE PRESENT.ENSURE p O
MINIMUM CONCRETE
EMBEDMENT. z r � �"� y �
a p W
dd° d �Ow X I
° d a �w M
(2)#14 X 2"SMS THRU BRACE INTO O fC
n m Z ® ® °da ° wBEAM THRU GUSSET PLATE coOO
" Nw TOP VIEW 0 0 —
SIDE VIEW AT INTERMEDIATE UPRIGHT SIDE VIEW C) 0 Y y
FOUNDATION PER PLAN J PER PLAN In
BRACE AT INTERMEDIATE JOINT O ayi M a`)
UPRIGHT PER PLAN Lq�_ _
1x2 O.B.ANCHORED TO-CONCRETE WITH 1/4"DIA. /1 a(1)3/8"DIA CONCRETE 1X2 O.B.ANCHORED TO CONCRETEANCHOR(MIN.1-1/4"
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. O
LL
EACH LEG ANCHOR @ 24"O.C.MAX W V
1 Q
\ (4)#14 x 3/4"SMS INTO POST N
FOR CORNER CONNECTION ® w
4)#14 x 3/4"SMS INTO p a
FASTEN 1X2 WITH#12 x 3/4" X POST 04.IL
SMS @ 24"O.C. O 3/8"DIA.CONC.
e ANCHOR.EMBED MIN. jQ1X2 2-1/2" wUPRIGHT ° � ed (4)#14 x 2"SMS THRU 1X2 J OOTING.SEE PLAN FORDIA.THRU BOLT WITH NYLON
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
d00
***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
O N
Q It-
4t
W
3a
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 ATTACH INSIDE FACE OF BEAM WIT
3/8"X 3"LAG @ 24"O.C.ELSEWHERE. SPANS GREATER THAN 30'-0" COLUMN USING 2"x 2"x x BEAM
DEPTH LONG ANGLE WITH(8)8)##14 x 3/4"
1"X 2"OPEN BACK IS NOT NEEDED IF SMS EACH LEG.
GUTTER HAS SPLINE GROOVE.
OTHERWISE,CONNECT 1X2 TO COLUMN PER PLAN.NOTCH COLUM
BEAM/PURLIN WITH(2)#10 x 2-1/2"SMS TO ACCEPT CARRIER BEAM
THRU BEAM/PURLIN INTO SCREW
BOSSES.CONNECT 1X2 TO GUTTER
1-1/2"x 16"x 0.125"ALUM STRAP 0 O
NOTCH BOTTOM FLANGE OF
OUTSIDE WITH(5)#14 x 3/4"IN BOTH N
WITH(1)#14 x 1-1/2"SMS @ 6"FROM CARRIER BEAM AND POST EACH SIDE. PURLIN TO OVERLAP UPRIGHT
(10 TOTAL) M
ENDS AND 24"O.C. DETAIL AT CORNER
(PLAN VIEW) N
SCREW THRU EAVE RAIL r
INTO PURLIN SCREW
BOSSES WITH(2)#10 x 4" O
0 011CD 4=110 O SMS O E
O 4=110 O ATTACH 1X2 TO EAVE RAIL
O O WITH#10 x 1-1/2"SMS @ 6" 00 pFgM 0 100 FROM ENDS&24"O.C. W .1
y
00 00 Z e
0 2"x 7"x 1/8"PLATE WITH(4)#14
0 x 3/4"SMS EACH SIDE OF BEAM ~ eyC L
ONTRACTOR TO VERIFY FASCIA IS T M1 N '� •p
2"x 2"x 1/8"x 2"ANGLE WITH(4 MINIMUM OF 2"x4".IF LESS,2"X4" U 'y; e
#14 x 3/4"SMS INTO BEAM/PURLIN PT SUB FASCIA SHALL BE PLACED
AND(4)[(2)IF 1X2 IS SCREWED TO BEHIND EXISTING AND LAG LAG
BEAM USING SCREW BOSSES]#14 LSUPER GUTTER SCREWS SHALL BE LENGTHENED UPRIGHT PER PLAN [_] n
X 3/4"SMS INTO 1X2(OR GUTTER). TO FULLY PENETRATE SUB FASCIA. 1"x 2"O.D.ATTACH TO UPRIGHT r� w
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x WITH(2)#10 x 2 1/2"SMS THRU W C b d
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG UPRIGHT INTO SCREW BOSSES i 7 E
BOLTS,EMBEDDING 1-1/2"INTO Q PLUS#10 x 1 1/2"SMS 6"FROM $
WHEN BEAM IS LARGER THAN GUTTER, .062"BACKING PLATE 1"x 2"O.B.ATTACHE
2 1/8"x 1 1/8"x 0.062"(MIN.)ALUM ON INSIDE OF GUTTER TRUSS TAILS.PRE-DRILL WITH 3/8" EACH SIDE OF POST EACH SIDE OF UPRIGHT AND , d
RECEIVING CHANNEL W/MIN.(2)#12 x DIA BIT TO PREVENT SPLITTING. WITH#12 x 1-1/2"SMS TYPICAL AT 24"O.C.MAX
3/4"SMS SHIM AS NECESSARY IF OTHER @ 6"FROM BOTTOM �I
THAN A PLUMB CUT FASCIA. AND 24"O.C. [��V U
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED NOTE:IGNORE 1"X 2"O.B.AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
V1
RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-4 CARRIER BEAM TO COLUMN CONNECTION RC-Z UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS
2"x 2"1/8"x 2"LONG ANGLE WITH
(2)#12 x 1-1/2"SMS INTO POST&(1)
3/8"DIA X 2-1/2"CONCRETE SCREW ANCHOR
ANCHOR INTO UNCRACKED 2)3/8"DIA THRU BOLTS IN COLUMN
CONCRETE(HOLE DEPTH=3-1/2") AND INTERNAL ANGLES. BEAM/PURLIN #OF SCREWS
IN EACH LEG V
O SIZE OF ANGLE
1"x 2"O.B. 2X2-2X3 4
,n 2"x 2"x 1/4"(LENGTH=INTERIOR OF 2X4-2X5 6 O
WIDTH OF COLUMN)ANGLE WITH 3/8" 2X6-2X7 8 }E y
TABLE"A" DIA CONCRETE SCREW ANCHORS SEE O
( ¢ 2X8-2X9 10 a)
#of Anchors ® ® TABLE"A•FOR QUANTITY)MIN 2-1/2" ui
Column Size m 2X10 12
3x3 Each1Side INTO UNCRACKED CONCRETE(HOLE - -0 M
DEPTH=3-1/2").(2)3/8"DIA BOLTS O M O M
6xs 3 THRU COLUMN ROOF BEAM/ 3
L
PURLIN PER PLAN O O LL
® O O ® CARRIER BEAM 1 Y (IT
COLUMN PER PLAN L N O 0
PLAN VIEW O a
1•xz^O.B. AT CORNER POST
A+ a O
LL
Y^^/ V
ITT ITT ATTACH 1X2 TO ROOF BEAM i N
®O WITH (2)#10 x 2"SMS L 0
® ® INTERNAL INTO SCREW r a
BOSSES(NOT SHOWN FOR
CLARITY).ATTACH 1X2 TO
CARRIER BEAM WITH#14 x
1-1/2"SMS @ 6"FROM ENDS
&24"O.C.
ATTACH ROOF BEAM/
® O ® ® ® PURLIN TO CARRIER BEAM
CARRIER BEAM PER //LL WITH 2"x 2"x 1/8"x[DEPTH
PLAN OF ROOF BEAM]LONG
ANGLE WITH#14 x 3/4"SMS.
1"x 2"O.B. 1"x 2"O.B. SEE TABLE FOR QUANTITY
OF SCREWS.(TYP EACH
AT CENTER POST SECTION VIEW SIDE)
NOTE:OMIT 1X2 IF NO PROPOSED SCREEN. NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED SHEET
B-3 POST TO FOUNDATION INTERNAL CONNECTION RC-5 CARRIER BEAM TO ROOF BEAM/PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3