HomeMy WebLinkAboutPlans Design Parameters NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO Y 00
q SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB document has been o"drDIK
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk Category I. Idetronically signed and °��'•••:qos ,
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. e*Wd by Edward K Roske,PE `�4P-v0EN3F••'v'•_
sio a Digital Signature. No.T1R2a
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,VULT= r0ted copies ofthis =* * *
150 MPH ocument are not considered ° STATE OF
igned and sealed and the ��0 ''(p alp•P.•l
3. Exposure Category,Paragraph 1609.4.3:C signature must be verified on
%I'll ••...... o 0
an electronic copies. �xU 4"......11
Applicable Codes,Regulation and Standards
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural Edward K Ros ke
Design,Chapter 20 Aluminum,and Chapter 23 Wood.
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 2 021 .12.1
3. ASCE 7-16 C
4. AWS '00'05- 11 :25:0 t
General Notes
1. The contractor shall verify all dimensions prior to construction E
2. All work shall comply with all local and regional ordinances. q
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval. Fil
Specifications
The following specifications are applicable to this projects
1. Where concrete specification are required,whether in the screen enclosure scope or o' ICI ° ,� en
not,by one or more regulatory agency,the following specifications are applicable r h N o fl
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1,-ASTM C 150 0 X ixz ' HOST
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 =W 2X2 DJ N
1.1.3. Air entraining+/-1%-ASTM C 260 o DJ-1 0 \�\ L -- -- - ---ROOF OVERHANG--- -- -- - -- - -- -- - -- -- - - X2
1.1.4. Water reducing agent-ASTM C 494 2X2 DJ 0 1X2(TYP) X 2X2 DJ - W N
1.1.5. Clean Potable water RH-1 0 X
1.1.6. Other admixture not permitted x �� 3 / 2X2 DJ
1.2. Metal accessories shall conform to: T +�
X L.
L 5.75 2X3 2X3 2X3 2X3 2X3 2X3 5.752.1. Reinforcing Bars-ASTM A615,grade 60 PFB PFB
i
1.2.2. Welded wire fabric-ASTM All 85 I j 1 i z w 1.3. Concrete slump at discharge per chute not less then 3"or more than 5".Water
added after batching is not permitted. o X i N 2+� tip' i x Q
1.4. Prepare and place concrete per American Concrete Institute Manual of fll - I �` RC-2 I �
Standard Practice,Parts 1,2 and 3 including hot weather recommendations. r i z 3 i o o
ITl N 5.75 I o v 2X3 2X3 2X3 2X3 2X3 2X3 I 5.75 tlI
1.5. Moist cure or polyethylene curing required. { PFB I N a o I N PFB J
1.6. Prior to placing concrete,treat the entire subsurface area for termites in I z I X x M w
compliance with the FBC. � x M 1 N
1.7. All aluminum components embedded within concrete shall be coated with a O o X A2X3
bituminous paint or epoxy. ZX
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 2W1.4/W1.4 WWF. 5.75 2X3 2X3 2X3 2X3 2X3 I 5.75 V
2. Aluminum extrusions shall be 6005 T5 Alloy. PFB �\ PFB a)3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better zinc
plate to ASTM B633,or stainless steel series"300". 0 3 a+
4. All Self MatingBeam Sections and PFB are to be stitched with either#14 screws 6" o N ti+ N yV N 2 a X 2 a
i m �, Rc-1 �
from end 24"on center or#12 screws 6"from end 12"on center. 3 BR-3
5. Screened enclosures containing swimming pools shall comply with the applicable 1x2 2X2 SNAP(TYP) 2 ;�'' 1x2 O O
requirements of FBC R4501.17 and FBC 454.1.3.1.9. a)6. Door location shall be determined by contractor in the field.'-84 -84 �'-84 -84 -84 7'-84 V m
7. When installing pavers over concrete slab or footing which are supporting aluminum 16'-2"
members,such as continuous screen tracks or upright,the anchors must extend pastLLrn w
the pavers and reach proper embedment into the underlying foundation. O E O
8. All flashing and waterproofing shall be provided by the contractor. D O 0
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9. Use of these plans acknowledges and accepts a limit of liability not to exceed design - -- d U LL
and engineering fee. y DC Q
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph 1x2 TYP O N "
11. Welds shall be done in accordance with AWS codes,standards,and specifications. \ /�
12. Weld size shall be the maximum allowable for the member(s)unless otherwise noted O BZ 1 I.i 0 a
nm �m nm Am �m y O
Foundation Design:Existing 8"x8"Thickened Edge 4"Slab on Grade M a;a u;a u;a u;a Ln lL
X X i 'a
Existing concrete.No additional concrete footing is required to resist the loads imposed 21 Q
by the proposed construction if the existing footing is in sound condition,free from 2X3 2X3 2X3 2X3 2X3 2X3
tructu al cra king,s allin or ther d terio ation. o v
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Roof Type Screen Size 1X2 TYP O
Full Mansard 18/14 7'-8?" 7'-e�" �'-s1--�
4 4 4 41
46' 2'
ALUMINUM MEMBER DIMENSIONS FRONT ELEVATION
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS
2 z 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 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" 2x6 SMB: 2"x6"x 0.050'x 0.120' COLUMNS
2x 5:2"x 5"x 0.050" 2z7SMB: 2"x7"x 0.057"x 0.120" 3x3:3'x3"x 0.125"
2x8SMB: 2°x8"xO.072"xO.124" 4x4:4"x4"x0.125" SHEET
OPEN BACK SECTIONS 2x 9 SMB: 2"x9"x0.072"x0.124" 6x6:6"x6"x0.125"
1 x 2:1"x 2"x 0.040" 2 x 10 SMB:2"x 10"x0.092"x 0.398"
,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 ISMS):
2 z 3 Snap:2"z 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*** 0 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 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
° ° a N #14 X 3/4"SMS @ 1-1/4"O.C.
O
O EVE RAIL ° ° d
O EYE BOLT FOR CABLE TENSION ° ° ° ° ° 2"OPTION"x 1/8"ANGLE WITH(2)#10 x N
O 3/4"SMS IN EACH FLANGE,EACH C
SIDE(TYP) C
(2)3/8"DIA.x 3"EMBED OPTION 1:- PURLIN/GIRT/CHAIR RAIL r
CONCRETE SCREW ALTERNATE CONNECTION (4)#10 x 1-1/2"SMS INTO
ANCHOR SCREW BOSSES(TYP)
UPRIGHT 1/8"S.S.CABLE VP T^ e
1-1/4"x 5-5/8"x 1/8"ALUM.FLAT 2 S W E
DOUBLE BAR.WITH(2)3/8"DIA.CONCRETE
COMPRESSION ANCHORS.MIN.2-3/4"EMBEDMENT ^ �+ �
SLEEVES Z'� 5
SNAP OR---// N e
o SELF-MATING BEAM w* M e
o ONLY
k� WOODS o V o
#10 x 3"WOOD SCREWS @ 6"FROM
BRICK PAVERS MAY NOT ENDS&12'O.C. 1
BE PRESENT.ENSURE ?o w CONC. W Q� b .L p
MIN.REQUIRED ANCHOR z NOTES: 1/4"DIA.x 3"CONCRETE SCREW
EMBEDMENT INTO ° ° 1. SEE THE NOTE BELOW FOR SCREWS SPACING.THE NUMBER OF SCREWS SHOWN ARE ANCHOR @ 6"FROM ENDS&24"O.C. W
CONCRETE Z FOR ILLUSTRATIVE PURPOSES.DO NOT COUNT SCREWS ON DRAWING. i E
O 2. GUSSET DIMENSIONS AREA MINIMUM(2) REQ'D-(1)EA SIDE OF BEAM-MAY BE INTERNAL .� cl C $
w v OR EXTERNAL. u g
FOUNDATION PER PLAN a° a°d ° a° 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 ® ® POST PER PLAN/DETAILS
LIEU).DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
®O FOR 2X2 AND 2X3 UPRIGHTS,USE RICK PAVERS MAY NOT +'
(4)#14 x 3/4"SMS INTO POST BE PRESENT.FOLLOW O
ANCHOR MINIMUM ¢ 'i
BRICK PAVERS.MAY NOT CONCRETE EMBEDMENT PURLIN m PURLIN m
BE PRESENT.ENSURE p
MINIMUM CONCRETE (3 O L
. Z
EMBEDMENT. z }' to -
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x °° LU
° ° ° go O O M
d ° c m G� k(2)#14X 2"SMS THRU BRACE INTO `V CL (� M
° d w lP BEAM THRU GUSSET PLATE LL r
n m o ° ° ° ° d N O � "L
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TOP VIEW 3 N LL
UPRIGHT
SIDE VIEW AT INTERMEDIATE SIDE VIEW C� _j 0 ai
FOUNDATION PER PLAN J PER PLAN L c
BRACE AT INTERMEDIATE JOINT O i
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UPRIGHT PER PLAN ®Q X 1x2 O.B.ANCHORED TO = d
CONCRETE WITH 1/4"DIA. ^ i 'y
1X2 O.B.ANCHORED TO CONCRETE ANCHOR(MIN.1-1/4" ii '♦� a L
(1)3/8"DIA CONCRETE '(3
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW EMBED)@ 24"O.C. Q `O
EACH LEG ANCHOR @ 24"O.C.MAX
1
U
(4)#14 x 3/4"SMS INTO POST co d
FOR CORNER CONNECTION ® LL �
4)#14 x 3/4"SMS INTO O
FASTEN 1X2 WITH* x3/4" X POST 0L
SMS @ 24"O.C. O 4"MAX
° 1)3/8"DIA.CONC.
° °44 ° ANCHOR.EMBED MIN. j
B 1X2 2-1/2" w
UPRIGHT EAVE RAIL
1/4"
a G
(4)#14 x 2"SMS THRU 1X2 WA J 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*"* N 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 1X2 TO GUTTER NOTCH BOTTOM FLANGE OF N
WITH(1)#14 x 1-1/2"SMS @ 6"FROM FLASHING PURLIN TO OVERLAP UPRIGHT
ENDS AND 24"O.C.
O
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"
x 1-1/2"SMS SMS ® c
0 0 ATTACH 1X2 TO EAVE RAIL—
ATTACH 1X2 TO EAVE RAIL 5
0 O WITH x SMS @ 6" WITH#10 x 1-1/2"SMS 6" �
9� FROM ENDSNDS&24"O.C. FROM ENDS&24"O.C.
a
C7 N e
/ 1" 2"x 7"x 1/8"PLATE WITH(4)#14
(1)1/2"DIA.x 2-1/2"THRU +� y,
ONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT. M x 3/4"SMS EACH SIDE OF BEAM cC ,
2"x 2"x 1/8"x 2"ANGLE WITH(4Y 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
BEAM USING SCREW BOSSES]#14 SCREWS SHALL BE LENGTHENED OVERTIGHTEN. UPRIGHT PER PLAN 'a O
SUPER GUTTER \p y`p
X 3/4"SMS INTO 1X2(OR GUTTER). TO FULLY PENETRATE SUB FASCIA. v
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x UPRIGHT.SEE PLAN W O
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG FOR SIZE i �G E
WHEN BEAM IS LARGER THAN GUTTER, .062"BACKING PLATE BOLTS,EMBEDDING 1-1/2"INTO 8
2 1/8"x 1 1/8"x 0.062"(MIN.)ALUM ON INSIDE OF GUTTER TRUSS TAILS.PRE-DRILL WITH 3/8" w
RECEIVING CHANNEL W/MIN.(2)#12 x DIA BIT TO PREVENT SPLITTING.
3/4"SMS SHIM AS NECESSARY IF OTHER V1 y
THAN A PLUMB CUT FASCIA. U ,o
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED TTW�
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
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