HomeMy WebLinkAboutPLANSNOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGhRRETAIL
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, i�i `
-3. Exposure Category, -Paragraph -1609.4.3:C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
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, Ino. Washington, D.C.,
2010 Edition
3. ASCE 7.10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply Withal] lowland regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
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
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +f-1%- ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric -ASTM At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be mated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 WIA/W1.4 WWF.
2. Aluminum extrusions shall be 6005 TS Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B833, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
S. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When Installing pavers over concrete slab or fooling which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be pmvided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: New 12"x12" (2 #5 bar Cont.)(Sldes)/ 16"x16" (Back) Ribbon
Footing
Concrete shall be a minimum 2,500 psi. Reber 31" lap splice. Use 3" chalm. Per cum
edition of the Florida Building Code, Residential, Section 401.4.1, soils testing is not
required for design using the presumptive bearing pressure of 1.500 psf.
Roof Type Screen Size
Full Mansard 18114
ALUMINUM MEMBER DIMENSIONS
HOLLOW6ECTON9
aEIF MATNo 8EAM 5Me
THE PORCH FACTORY BEAM IPnI
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2xz'Ixzx aWC
214 SMd zX4• a 01144' x0.100'
2x 9: 2'x9'X GASP
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2X4: 2'XPx DAST
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OOLUMNS
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OPEN BLACK SEcMNS
1XT%r'OS4P
2x105MB:zNOk0.09Yx0.386
1 x a: 1•x YXO.04V
MWWUM FASTENER EDGE DISTANCE: 10 KB:IWEEBRNCE
MWIMUM FASTENER SPACING: WV RC: REC CHANNEL
SNAP SECTIONS
2 x2 Snap: ra rx SOW
CONORETESCREWANCHOR: SH UIMMLSCREW5(SMS):
2x36nap: YnYx0A50'
SINP60NTIrEN Hp OR EOUNALEm nWDJRMX0REOUNALEM
2x46nap: YXr 0.04S
RECEIVED
NOV 0 1 2019
6T, 6yele County, Permitting
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UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMBEDMENTINTO
CONCRETE
EVE RAIL
EYE BOLT FOR CABLE TENSION
tBR-1 CABLE BRACING
2 SCALE:NTS
2'M 1I8'ANGLE EA
SIDE
(1) WW DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
(2) M' DN. x 3-EMBED
CONCRETESCREW
ANCHOR
1/B'B.6. CABLE
1-1/4' x S&r- 1/B'
ALUM FLATBAR.
M0 TSALUM
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ANCHORS. MIN. 23 4' EMBEDMENT
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NYLOCK JAM NUT (JAM NUT WITH
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UEL0. DO NOT OVER TIGHTEN,
TIGHTEN ONLY UNNLCONTACT.
FOR =AND 2X3 UPRIGHTS, USE
(4) S14x Wr SMS INTO POST
— BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
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Zir
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
/X2 O.S. ANCHORED TO CONCRETE
WITH lW DIA CONCRETE SCREW
ANCHOR ®24' D.C. MAX
(4) 014 x T4-SMS INTO POST
FORCORNERCONNECTION
FASTEN 1X2 WITH 012 x 3/4-
SMS ® 24' O.C.
x
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(4)014 x2 SMS THRU IX2
INTOPOST TOP VIEW
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
NOTCH BOTTOM FLANGE O-
PURLIN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2) 410 x 4-
SMS
ATTACH 1X2 TO EAVE RAIL
WITH 010 x 1-m-SMS ® 6-
FROM ENDS & 24. O.C.
Tx T x 1I3' PLATE WITH (4) Cis
x 3/4' SMS EACH SIDEOF BEAM
UPRIGHTPER PLAI
RC-2 UPRIGHT TO PURLIN CONNECTION
2 SCALE: NTS
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SIDE VIEW
4.1 ' `•
FRONT VIEW
OPTION 1:
(4) P10x 1-1? SMS INTO
SCREW BCSBES CTYP)
SELF -MATING BEAM
ONLY
ENDS a 12' O.C.
CONC.
1/4'DM. x 3-CONCRETE SCREW
ANCHOR 06-FROM ENOS S 24. O.C.
OPTION 2:
T x 2-x IM ANGLE WITH (2) 610x
3W SMS IN EACH FLANGE, EACH
SIDE(TYP)
,-PURUN / GIRTI CHAIR RAIL
M-1 PURLIN/GIRT/ 0.B TO HOST CONNECTION
2 SCALE:NTS
IM-x Tx TANGLE WITH
(4)i14.W4-SMSINT0 GUSSETPLATE
'
POST PER PLAN I OETAIL6
BRICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHORMINIMUM
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1-10 SMS EACH SIDE (TYP)
TRANSOM WALL AT GUTTER
!;)2
SCALE:NTS
PLAN VIEW
SEE UPRIGHT TO BEAM CONNECTION
FOR DETAILS
OPEN BACK WI (2) $10 x 2W EMS
THRU BEAM INTO SCREW BOSSES
W WIDE x 0.125.2 BRACKET(o'EACH
BEAMATTACHED TO FASCIA WI Wx
W LAGS (3 PER BRACKET) AND (1) 3IS'
X 3' LAG ® 24- O.C. AT GUTTER
x 1-1R' SMS 6'
BASE <
♦d
FRONT VIEW
B� SUBPOST CONNECTION
3 SCALE:NTS
REVIEWED FOR
WCHAIR
CODE COMPLIANCERAIL
ST. LUCIE COUNT`(
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612 X 3M- SMS EACH FLANGE
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1X20.B.
•4SIDEVIEW
SIDEVIEW
RC- CARRIER BEAM TO UPRIGHT CONNECTION
3 SCALE:NTS
2• x 2. 118- x r LONG ANGLE %MTH
R) •12 x 1-iR° SMS INTO POBTe (1)
ANCHOR XW Dux z-+n• coNCRETE scREw _
Y OF SCREW$ ANCHOR INTO UNCRACKED �2) 3+6' piA THRU BOLTS IN COLUMN
BEAM/PURUN CONCRETE MOLE DEPTH=31Ry / AND IN TERNALANGLES. ATTACH INSIDE FACE OF BEAM
INEACH LEG /
SIZE 1'xYO.B. ® DEPTH LONG ANGLE WTTH(8) C14x
COLUMN USING r x r. 118'. BEAM
OF ANGLE
2X2-2X3 4
2X4-2XS 6 SMS EACH LEG.
rx2' x 1/4' (LENGTH= INTERIOR OF
2X6-2XT a 4 TH OF COLUMN)ANGLE WITH 3I3' COLUMN PER PLAN. NOTCH COLUM
2X8-2%9 10 Mt
DIA CONCRETE SCREW ANCHOR$ (SEE TOACCEPT CARRIER BEAMMID 12 ® ® TABLE'W FOR OUMMY) MIN 2-1R"1-1/Yx 16• x 0.126' ALUM STRAPO INTO UN CRACKED CONCRETE (HOLE OUTSIDEWITH(5)614xM4'IN BOTH DEPTH=3-12, (2)3I8'OIABOLTSTHRU COLUMN CARRIERBEAMANDPOSTEACHSIDEROOF SEAM/ (10TOTAL) DETAIL AT CORNER
PURUN PER PLAN
(PLAN VIEW)
ATTACH IM TO ROOF SEAM
MATH (2)010 x 2' BUS
INTERNAL INTO SCREW
BOSSES (NOT SHOWN FOR
CLARITY). ATTACH IM TO
CARRIER BEAM WITH S14 x
1.IW SMS @ 6° FROM ENDS
& 24' D.C.
ATTACHROOFBEAM/
J
PURUN TO CARRIER BEAM
CARRIER BEAM PER
WHK r xr z lm' z IDEPTH
PLAN
OF ROOF BEAM] LONG
ANGLEKTH1814x WSMS.
SEETABLE FOR QUANTITY
OF SCREWS. (TYP EACH
SECTION VIEW
SIDE)
NOTE BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
_ C-5
CARRIER BEAM TO ROOF BEAM / PURLIN CONNECTION
3 /
SCALE:NTS
COLUMN PER
ro.6. AT CORNER POST
NOTE: OMIT 1X2 IF NO PROPOSED SCREEN AT CENTER POST
POST TO FOUNDATION INTERNAL CONNECTION
3 SCALE:NTS
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WITH (2) 310 x 211r SMS THRU
UPRIGHT INTO SCREW BOSSES
1°xr O.B. ATTACH d
PLUS i10x 112'SMS 6'FROM
EACH SIDE OF POST
EACH SIDE OF UPRIGHTAND
WITHB12x 1-w SMS
TYPICALAT24"O.C.MAX
G 6• FROM BOTTOM
AND 24' O.0
NOTE IGNORE 1• X r O.S. AND CONNECTION IF SCREEN
16NT BEING INSTALLED
C-4 CARRIER BEAM TO COLUMN CONNECTION
3 SCALE:NTS
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