HomeMy WebLinkAbout7306 Cabana Ln - Plans �N.
NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO 'This item has been el- ..'.H K
�tronicalltii signed and
Design Parameters SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB sealed by Edward Roske t[Eks ••
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. rPE-mg a Digital Signs- C�
Category L Itlue.Pri.ted.° r No.7222t3
piesm L*� F :*S
:this document are not - vYA lJF
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind mamsidened silted and
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, Lsealea a.d the signature ��o tp�• '
WILT=150MPH -kbe-f dmr any w%:S�• R' t��•`'
3. Exposure Category,Paragraph 1609.4.3:C elemtrmn m ems. " ...,,
Applicable Codes,Regulation and Standards Edward Ros k
1. The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural
Design,Chapter 20 Aluminum,and Chapter 23 Wood. 2020.1
^1 O
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.,
2010 Edition ^Q
3. ASCE7-10 tOOtOC- 08:48:�
General Notes / ,) Q
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances. g
3. Any deviation from this plan shall be reviewed by the engineer of record and iE HOST
e T °
subject to approval. �' 6" H V 1
6" -3'-0" w N r s
Specifications 1X2 ROOF OVERHANG 1X2 �i C ova
The following specifications are applicable to this projects: o Gu ER ATTACHMENT
2X2 DJ 1X2 It
TYP) T2X2 DJ ICI
1. Where concrete specification are required,whether in the screen enclosure scope r N \ / 0
or not,by one or more regulatory agency,the following specifications are m DJ-1 ro \ / '� U •C e
applicable. 2 0 \\ \2XX3
b //1.1. Concrete shall conform to ASTM C94 for following components 2X2 DJ ° DJ Q o
1.1.1. Portland Cement Type 1,-ASTM C 150 N \ G-1 RC-2
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 m - IN) \ 3 / a o W c N d
1.1.3. Air entraining+/-1%-ASTM C 260 N m N \ 2 / a N a �
1.1.4. Water reducing agent-ASTM C 494 m N 3.75 N \ ° 2X3 / F- 3.75 N w MCI
1.1.5. Clean Potable water ° PFB ) a PFB a N .+
1.1.6. Other admixture not permitted // Z \\ X X
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615,grade 60 / a \ = W
1.2.2. Welded wire fabric-ASTM A185 - ^1 // 6 j�'� m m ?fu? N \\ X °
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". O / �; L6 a RC-1 Ln a \ n N
Water added after batching is not permitted. z // 3 IBR-3
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice,Parts 1,2 and 3 including hot weather recommendation: 1X2 / 2X2 SNAP TYP 2 \ 1X2
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete,treat the entire subsurface area for termites in6'-0" 6'-0" 6'-0" `3'-0" '-6"
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with e 18'-0" 8'-0"
bituminous paint or epoxy. PLAN VIEW
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc
6X6 W1.4/W1.4 WWF. d
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better d
zinc plate to ASTM B633,or stainless steel series"300". _______
4. All Self Mating Beam Sections and PFB are to be stitched with either 414 screws - G (n
O �
6"from end 24"on center or#12 screws 6"from end 12"on center. o lY LO
5. Screened enclosures containing swimming pools shall comply with the applicable O O
requirements of FBC R4501.17 and FBC 454.1.3.1.9. \ BR-1 (a i O M
6. Door location shall be determined by contractor in the field. 2 J
7. When installing pavers over concrete slab or footing which are supporting 1X2(TYP) .Q .L
aluminum members,such as continuous screen tracks or upright,the anchors 2X2 DJ Ln con DO C _O
LL
must extend past the pavers and reach proper embedment into the underlying r a r a
foundation. ° 04
04 V m C-)
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8. All flashing and waterproofing shall be provided by the contractor. ° a ° ° ° ° ° X X N M CO o L cfl
9. Use of these plans acknowledges and accepts a limit of liability not to exceed �\ ° n ° ��\ \I�\,�\,�\,�\� g_1 N y o
design and engineering fee. y ° ° ° ��\ ��/\�/\�/\�/\�/ 2 a ;v n a
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
yY�\��\ Q l�
x8 Foundation Design:New 8" "(1#5 bar Cont.)Ribbon Footing 2X2 2X2 2X2
/y/ ° a ° °z o
Concrete shall be a minimum 2,500 psi. Rebar 31"lap splice.Use 3"chairs.Per currer y \\'/ ° ° d ° W MIN.25M Ps coal SORE N 1X2(TYP
edition of the FBC R401.4.1 or FBC 1806.2,soils testing is not required for design using E 0.0a F00 ER ALUMINUM COIL KICKPLATE.
3'- 0" 0" -Q" 6'-0"
the presumptive bearing pressure of 1,500 psf. ° ° ° ° ° �` w 3' FASTEN WITH#12x3/4"SMS@ ll
° G ° 12"O.C.INTO EACH MEMBER.
(TYP)
Roof Type Screen Size
Full Mansard 18/14 WIDTH PER NOTES QUANTITY^E°SIZE E°� FRONT ELEVATION
fESIGN NOTE S PER FHERE FOR
DESIGN NOTE SHOWN HERE Fpi
ALUMINUM MEMBER DIMENSIONS LLUSTRAWON.MAINTAIN]'C EAR
CGNGREIE�.
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS NOTES:
2 z 2:2"x 2"x 0.046" 2 z 4 SMB: 2"x 4"z 0.044"x 0.100" 3.75 PFB: 2"x 3.75"x 0.050" 1.CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED,WELL GRADED CLEAN SAND FILL.
2 z 3:2.x 3"x 0.050" 2 z 5 SMB: 2"x 5"z 0.050"x 0.100" 5.75 PFB: 2"x 5.75"x 0.055" 2.CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOLIDATED TO REMOVE ALL VOIDS IN BLOCK
2 z 6 SMB: 2"x 6'z 0.050"x 0.120" CELLS AND AROUND REINFORCEMENT.
2z4:2"x4"x0.050" COLUMNS 3.REBAR SHALL HAVE A 31"LAP SPLICE. USE 3"CHAIRS TO MAINTAIN 3"CLEARANCE FROM THE SOIL SHEET
2z5:2"x5"x0.050" 2z7 SMB: 2"x7'z 0.057"x0.120 3x 3:3"x3"x 0.125"
2X8SMB: 2"x8"z0.072"x0.124" 4x4:4"x4"x0.125"
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,0 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 RIBBON FOOTING
2 z 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
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 G
SIDE(TYP)
r
(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 CONC.
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. ® ® V
®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 ^ d
BRICK PAVERS.MAY NOT CONCRETE EMBEDMENT PURLIN m PURLIN L
BE PRESENT.ENSUREF p /A
MINIMUM CONCRETE O 0)
EMBEDMENT. z z /}�
UW V
LO
z o w ° ° a z I!! M
Z TF
° c m �, (2)#14 X 2"SMS THRU BRACE INTOV o C) d g PG BEAM THRU GUSSET PLATE LL .0 J .0a n m oo ° ' ° d ° < d N W 0�
d N w U TOP VIEW ° 0 M
SIDE VIEW AT INTERMEDIATE UPRIGHT SIDE VIEW V COM v
FOUNDATION PER PLAN J PER PLAN L L
® BRACE AT INTERMEDIATE JOINT G y (D a)
UPRIGHT PER PLAN ®O c� 1x2 O.B.ANCHORED TO N O •—
X —CONCRETE WITH 1/4"DIA. /1 y M a
(1)3/8"DIA CONCRETE 1X2 O.B.ANCHORED TO CONCRETE ANCHOR(MIN.1-1/4"
SCREW ANCHORS INTO LL
WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. //���� O
EACH LEG ANCHOR @ 24"O.C.MAX W Q
(4)#14 x 3/4"SMS INTO POST ' Lu m V
FOR CORNER CONNECTION ® 0 •0'
4)#14 x 3/4"SMS INTO O O
FASTEN 1X2 WITH#12 x 3/4" X POST
61
SMS @ 24"O.C. O MAX O�
d J
° 1)3/8"DIA.CONC.
° e m ° ANCHOR.EMBED MIN. j
` a 2-1/2"
®1X2 w
UPRIGHT EAVE RAIL
d
A
(4)#14 x 2"SMS THRU 1X2 J '--FOOTING.SEE PLAN FOR W DIA.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 r
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 8)#x BEAM
DEPTH LONG ANGLE WITH(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 1-1/2"x 16"x 0.125"ALUM STRAP O O
BOSSES.CONNECT 1X2 TO GUTTER NOTCH BOTTOM FLANGE OF
OUTSIDE WITH N #14 x 3/4"IN BOTH N
WITH(1)#14 x 1-1/2"SMS @ 6"FROM PURLIN TO OVERLAP UPRIGHT
ENDS AND 24"O.C. CARRIER BEAM AND POST EACH SIDE. OD
(10 TOTAL) DETAIL AT CORNER p
(PLAN VIEW)
SCREW THRU EAVE RAIL r
INTO PURLIN SCREW
BOSSES WITH(2)#10 x 4"
® ® ® ® SMS
V1 �
® ® ® ® ATTACH 1X2 TO EAVE RAIL—
0 0 WITH#10 x 1-1/2"SMS @ 6" e
pFgM ® ® ® ® FROM ENDS&24"O.C. en
®® W 9
® ® ® ® Z d =
O., @
2"x 7"x 1/8"PLATE WITH(4)#14—� �, M
® x 3/4"SMS EACH SIDE OF BEAM eyC L O
ONTRACTOR TO VERIFY FASCIA IS4 T M1 N '� •p
2"x2"x 1/8"x2"ANGLE WITH MINIMUM OF 2"x4".IF LESS,2"X4" `/ "y, C) g
#14 x 3/4"SMS INTO BEAM/PURLIN PT SUB FASCIA SHALL BE PLACED O _O owe
AND(4)[(2)IF 1X2 IS SCREWED TO BEHIND EXISTING AND LAG LAG +_•' +_+ L� n
BEAM USING SCREW BOSSES]#14 LSUPER GUTTER SCREWS SHALL BE LENGTHENED UPRIGHT PER PLAN [_] b =A
X 3/4"SMS INTO 1X2(OR GUTTER). TO FULLY PENETRATE SUB FASCIA. 1"x 2"O.D.ATTACH TO UPRIGHT r^ �+
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x WITH(2)#10 x 2 1/2"SMS THRU
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG UPRIGHT INTO SCREW BOSSES i E
BOLTS,EMBEDDING 1-1/2"INTO Q PLUS#10 x 1 1/2"SMS 6"FROM u i0. $
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 i:+ e
3/4"SMS SHIM AS NECESSARY IF OTHER @ 6"FROM BOTTOM �I
THAN A PLUMB CUT FASCIA. AND 24"O.C. [��V U11
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 #OF SCREWS (Oj
CONCRETE(HOLE DEPTH=3-1/2") AND INTERNAL ANGLES. BEAM/PURLIN IN EACH LEG C
®O SIZE OF ANGLE
1"x 2"O.B. 2X2-2X3 4
2"x 2"x 1/4"(LENGTH=INTERIOR OF
2X4-2X5 6 O N
WIDTH OF COLUMN)ANGLE WITH 3/8" 2X6-2X7 8 }E LO
TABLE"A" DIA CONCRETE SCREW ANCHORS SEE 2b
( ¢ 2X8-2X9 10 0 a)
Column size Of Aocnors ® TABLE"A"FOR QUANTITY)MIN 2-1/2" m 2X10 12 r O
3x3 Each side INTO UNCRACKED CONCRETE(HOLE a i M
axa 1 DEPTH=3-1/2").(2)3/8"DIA BOLTS a f0 J
sxs 3 THRU COLUMN t
ROOF BEAM/ LL .0 IC 'C
PURLIN PER PLAN i' 0 `O
O CARRIER BEAM V
COLUMN PER PLAN L CO U 0
PLAN VIEW G y c d
co FL
1^x2"0.B. AT CORNER POST a i
O
^� LL
ITT ITT
ATTACH 1X2 TO ROOF BEAM i 0
V
WITH (2) x SMS L y
INTERNAL INTO SCREW
r '0
BOSSES(NOT SHOWN FOR a
CLARITY).ATTACH 1X2 TO
CARRIER BEAM WITH#14 x
1-1/2"SMS @ 6"FROM ENDS
&24"O.C.
ATTACH ROOF BEAM/
PURLIN TO CARRIER BEAM
® ® ® ® ® CARRIER BEAM PER J 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