HomeMy WebLinkAbout2959 Yates Rd - Plans Edward
NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO Y co
Design Parameters SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB D I
K
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. n C
Category I. `m a
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind m - °
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, O O w 0. "°d"Ed R°`` 9' oe"sF 1F;
Pq P cE,.Naan'�rets�- � '
VOLT=150 MPHa"d°°°; no.t222e `
3. Exposure Category,Paragraph 1609.4.3:B �aN dd,„ d i
...tube vexi(d one¢ye !pR10l.\ "
Applicable Codes,Regulation and Standards
1. The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural .� .� o
Design,Chapter 20 Aluminum,and Chapter 23 Wood. 0
9• •✓{3
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum N
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., o
2010 Edition
3. ASCE 7-10 0 04_ Q N
r
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 is Fil
subject to approval.
Specifications
The following specifications are applicable to this projects: Imo-( ° rep.
1. Where concrete specification are required,whether in the screen enclosure scope rI�I
9
or not,by one or more regulatory agency,the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1,-ASTM C 150 HOST w 4. "
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 7 0" W (5
1.1.3. Air entraining+/-1/o-ASTM C 260 _ /1
--------------- FBI
1.1.4. Water reducing agent-ASTM C 494 r � 5'-0 �2'-0" -- - -- -- - -- - -- -- - - ROOF
Gt ER ATTACHMENT I l� 6i Y d
1.1.5. Clean Potable water TI o
� 1X2 1X2 TYP) m m X X 'n m 1X2(
1.1.6. Other admixture not permitted Fx M LL N r LL
1.2. Metal accessories shall conform to: o X X N 2 c2 SNAP(Ty" RC z I r, V
1.2.1. Reinforcing Bars-ASTM A615,grade 60 m N ^ o z V)CO 3'-8" 3'-8" k 3'-8",
1.2.2. Welded wire fabric-ASTM A185 G o_ { < U M a -0" N 3 3
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". D x
Water added after batching is not permitted. 2X3 2X3 ^'
Xx
1.4. Prepare and place concrete per American Concrete Institute Manual of L 1 X2 2X2 SNAP TYP o CD G-� I
Standard Practice,Parts 1,2 and 3 including hot weather recommendation: -6" -' 4'-6" LO�L-
Z 21.5. Moist cure or polyethylene curing required. D 0
1.6. Prior to placing concrete,treat the entire subsurface area for termites in KB-1 m RC-1 I /
compliance with the FBC. 3 M 3 1 /
1.7. All aluminum components embedded within concrete shall be coated with e 2X2 SNAP TYP
bituminous paint or epoxy. 1X2 TYP
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to X X X �-0 -0
6X6 W1.4/W1.4 WWF. w 1X2 TYP N L)
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better 0 a
zinc plate to ASTM B633,or stainless steel series"300". I b
4. All Self Mating Beam Sections and PFB are to be stitched with either#14 screws a 0 ayi
6"from end 24"on center or#12 screws 6"from end 12"on center. a 00
Cn
5. Screened enclosures containing swimming pools shall comply with the applicable a ° 1X2 TYP 1X2 TYP 1X2(TYP)
requirements of FBC R4501.17 and FBC 454.1.3.1.9. a 10 N N 2X2 DJ 1X2 TYP) L
6. Door location shall be determined by contractor in the field. x o L m � R
k 4'-6"�4'-6' N 1X2 TYP m m m m n -LL a
7. When installing pavers over concrete slab or footing which are supporting 0 LL x 0 M LL b X �a x
a N cn _ I X in n- _ `n a M-1 N ^ O O O
aluminum members,such as continuous screen tracks or upright,the anchors'-1)' o X X o N b Ln s-1 i )
must extend past the pavers and reach proper embedment into the underlying a N LL N BR-1 y 2
foundation. FRONT ELEVATION A o z V �'} m
a 2X2 M a 2X2 2X2 2X3 2X3 2X L U a) L)
8. All flashing and waterproofing shall be provided by the contractor. a o DJ-1 0 0 LO
9. Use of these plans acknowledges and accepts a limit of liability not to exceed z 0 to rn
design engineering fee. a N 1 TYP N X2 TYP N 1X2 TYP) y N d
g 9 g EXISTING BLOCK WALL
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph I 3'-8" � 3'-8" 3'-0" k-S-0"� �'-0" a 8'_0" 8'-0" O
LL
k4'-0" 8
1 0 ^
Foundation Design:Existing 8"x8"Thickened Edge 4"Slab on Grade LiL v
Existing concrete.No additional concrete footing is required to resist the loads impose( RIGHT ELEVATION FRONT ELEVATION B LEFT ELEVATION B FRONT ELEVATION C r o
by the proposed construction if the existing footing is in sound condition,free from d
structural cracking,spalling,or other deterioration.
Roof Type Screen Size
Gable/Flat 18/14
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 z 3:2"z 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 x4:2"x4"x 0.050" 2x6SMB: 2"x6"x 0.050"x 0.120" COLUMNS
2x5:2"x5"x0.050" 2x7SMB: 2"x7"x 0.057"x 0.120" 3x3:3"x3"x 0.125"
2x6SMB: 2'x8"x0.072"x0.124° 4 x 4:4"x 4"x 0.125"
SHEET
OPEN BACK SECTIONS 2x9SMB: 2"x9"x 0.072"x 0.124" 6x6:6"x6"x0.125"
i 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:112" KB:KNEE BRACE
SNAP SECTIONS MINIMUM FASTENER SPACING:3/4" RC:REC.CHANNEL
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
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1/8"BRACKET CUT Note-Orientation may be different. `m w
FROM 1"x 5"ANGLE. 3 IL
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
O EVE RAIL ° d CD
O EYE BOLT FOR CABLE TENSION c ° a/ ° ° x 2"x 2:
2"x 2"x 1/8"ANGLE WITH(2)#10 x LO
O 3/4"SMS IN EACH FLANGE,EACH r
SIDE(TYP) C
O CD
(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 -
= Z'
�P rN1
1-1/4"x 5-5/8"x 1/8"ALUM.FLAT \ 2' S yil
DOUBLE BAR.WITH(2)3/8"DIA.CONCRETE /�,✓ W N a
COMPRESSION ANCHORS.MIN.2-3/4"EMBEDMENT en b d
SLEEVES d e
SNAP OR y en .9
/I-"-]
o• / SELF-MATING BEAM
a o / ONLY O 7
k� woo,:
#10 x 3"WOOD SCREWS @ 6"FROM = y
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 tA "
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 FOR ILLUSTRATIVE PURPOSES.DO NOT COUNT SCREWS ON DRAWING. E
0 2. GUSSET DIMENSIONS AREA MINIMUM(2) REQ'D-(1)EA SIDE OF BEAM-MAY BE INTERNAL $
OR EXTERNAL. �( w
FOUNDATION PER PLAN a c d ° d° 3. AS BEAM SIZE CHANGES,ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4"C/C SPACING. ++
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE. y �
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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
(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 FIC.
- POST PER PLAN/DETAILS
LIEU).DO NOT OVER TIGHTEN. RICK PAVERS MAY NOT
TIGHTEN ONLY UNTIL CONTACT. V
FOR 2X2 AND 2X3 UPRIGHTS,USE
(4)#14 x 3/4"SMS INTO POST BE PRESENT.FOLLOW `
ANCHOR MINIMUM w O
BRICK PAVERS.MAY NOT CONCRETE EMBEDMENT PURLIN m PURLIN
BE PRESENT.ENSUREL�� p .y
MINIMUM CONCRETE O N
EMBEDMENT. z r /}� W 00
O w V
zow a° ° a ° z
� , �__ F
a < Fm , (2)#14 X 2"SMS THRU BRACE INTOc� 5u d ? PG BEAM THRU GUSSET PLATE LL
nM o ° c ° d ° c d N W �� O � •�
d N w TOP VIEW ° ° S )
AT INTERMEDIATE UPRIGHT 0,}
SIDE VIEW SIDE VIEW (� V ai
rn
FOUNDATION PER PLAN J PER PLAN L � i
UPRIGHT PER PLAN Lq�_ _
1x2 O.B.ANCHORED TO BRACE AT INTERMEDIATE JOINT C V) N CONCRETE WITH 1/4"DIA. ^ dANCHOR MIN.1-1/4"(1)3/8"DIA CONCRETE 1X2 O.B.ANCHORED TO CONCRETE _ ( 'O
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. -O O
EACH LEG ANCHOR @ 24"O.C.MAX LL
(4)#14 x 3/4"SMS INTO POST m V
FOR CORNER CONNECTION ® w •�
4)#14 x 3/4"SMS INTO O O
FASTEN 1X2 WITH#' x 3/4" X POST
SMS @ 24"O.C. O4R.AlLMAX
d° 3/8"DIA.CONC.
m ANCHOR.EMBED MIN. jLu
UPRIGHT e„ <(4)#14 x 2"SMS THRU 1X2 OOTING.SEE PLAN FOR 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
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***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
O N
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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
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
OTHERWISE,CONNECT 1X2 TO 2X5 1" OVER UPRIGHT
BEAM/PURLIN WITH(2)#10 x 2-1/2"SMS
THRU BEAM/PURLIN INTO SCREW 2X6-2X10 11/2"
BOSSES.CONNECT 1X2 TO GUTTER NOTCH BOTTOM FLANGE OF
WITH(1)#14 x 1-1/2"SMS N 6"FROM FLASHING PURLIN TO OVERLAP UPRIGHT N
ENDS AND 24"O.C.
EAVE RAIL INTERNALLY SCREW THRU EAVE RAIL—� 0
SCREW THRU BEAM INTO INTO PURLIN SCREW
SCREW BOSSES WITH(3)#10 BOSSES WITH(2)#10 x 4"
x 1-1/2"SMS SMS ® e
O O ATTACH 1X2 TO EAVE RAIL ATTACH 1X2 TO EAVE RAIL
O O WITH#14 x 1-1/2"SMS @ 6" WITH#10 x 1-1/2"SMS @ 6" 00
h@�q'tf FROM ENDS&24"O.C. FROM ENDS&24"O.C. ®® a
N
O 2"x 7"x 1/8"PLATE WITH(4)#14 Cr M
(1)1/2"DIA.x 2-1/2"THRU x 3/4"SMS EACH SIDE OF BEAM
® MI `
CONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT.
2"x 2"x 1/8"x 2"ANGLE WITH(4 MINIMUM OF 2"x 4".IF LESS,2"X 4" THREADLOCKER MAY BE
#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
r
BEAM USING SCREW BOSSES]#14 SCREWS SHALL BE LENGTHENED OVERTIGHTEN. UPRIGHT PER PLAN
X 3/4"SMS INTO 1X2( )OR GUTTER). SUPER GUTTER to .?
TO FULLY PENETRATE SUB FASCIA. •-+ r
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x UPRIGHT.SEE PLAN W O y
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG FOR SIZE �Q E
WHEN BEAM IS LARGER THAN GUTTER, .062"BACKING PLATE BOLTS,EMBEDDING 1-1/2"INTO $
2 1/8"x 1 1/8"x 0.062"(MIN.)ALUM ON INSIDE OF GUTTER TRUSS TAILS.PRE-DRILL WITH 3/8" w d
RECEIVING CHANNEL W/MIN.(2)#12 x DIA BIT TO PREVENT SPLITTING. T�
3/4"SMS SHIM AS NECESSARY IF OTHER V1 y d
THAN A PLUMB CUT FASCIA. V ,a
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED TW
V1
RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS
SEE BEAM
CONNECTION FOR V
DETAILS
ROOF BEAM PER PLAN
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0 0 0 24" O M
NFLANGE.
LL
O 0) 'C
0O
�_,}rn 2+�,�' a O y N��� a Lep 0 -00
90F �� �u
0'CHANNEL WITH OdFLANGE.BOTH O EACH END,24 O
TOTAL ON BRACE) O 0
O
SHEET
KB-1 KNEE BRACE
3 SCALE:NTS 3