HomeMy WebLinkAboutPLANS - PORCHDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VMT=150 MPH
Exposure Category, Paragraph 1609A.3: C
Applicable Codes. Regulation and Standards
1. -The Sth-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, Inc. 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 with all local and 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.
I.I. Concrete shall conform to ASTM C94 for following components:
1.1.1. Pomand Cement Type 1, •ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max-ASTM C 33
1.1.3. Air entraining *1.1 k - ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Omer 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 men 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 placingmncrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. AD aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shell be 6005 T5 Allay.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, 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 Wth 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 footing which are supporting
aluminum members, such as confinuous screen tracks or upright the pavers mus
be bonded to the concrete with an epoxy, thinset or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. All gashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design' Exlstino 8"x8" Thlckend Edge with 4" Slab
Existing concrete. No additional concrete fooling is required to resist the loads imposec
by the proposed construction if the exisfing fooling is in sound condition, free from
structural cracking, spelling, or other deterioration.
Root Type Screen Sae
HIPPED I GABLE/COMPOSITE 18114
HOLLOW SECTONS SELF MA'
ZYz 7.r.o.sv 2.4SMB:
2.17.T.O. 2.55MS:
214. S.4'.s MT 2.66MB:
2.5. TSSSOPSP 2.751,0:
M KNEE BRr,CE
CONCRETE SCREW ANCHOR � SHEET WIFEL SCREWS xSMSI'
SWPSON WON HD OR EOUIV x NW BURSEx OR EOUNAIENT
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NO.
SCANNED
BY
St. Lucie County
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
REVISIONS
SHEET
A-1
"NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT SEE PLAN FOR DETAIL CALL OUTS—
(9)P14xVVSMS�
I fBB
CORNER POST
VX2' O.B. FASTENED TO CORNER
POST W1612x112' SMS AT e• FROM
TOP S BOTTOM RAILS. TYPICALLY
2P0.C.
1A' x 2• x Y EXTRUDED ANGLE M52
H3 ALLOY EA CORNER Wl(2). M4 xY
SMS INTO POST A (1) 3I8' DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
O O O O i0
THRU SCREW BOSSES
..
O —_—__
O
BRICK PAVERS. MAY NOT BE
EYE BOLT FOR
O
PRESENT. FOLLOW
a
CABMTENSION
O
ANCHOR MINIMUM
1
g
CONCRETE EMBEDMENT
��
..
SLAWFOOTING
. • d • ., .
O
BEE PUN SIDE VIEW
I
PERIMETER
MR
�`I'
CONCRETEPOSTMPI'X2'®
FRAMING
I I
RAIL MEMBER
(4)St4x3i4'SNS
I
BACKSIDE
INTO POST
3lrx LENGTHAS REQUIRED
FOR 211V EMBED CONCRETE
(4) 410 x 112'SMB I
SCREW ANCHOR INTO
SCREWBOSSES
— = = =
CONCRETE
H-2 CABLE CONNECTION AT CORNER
A_2 SCALE: NTS
DBL COMPRESSION SLEEVES
\PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
1IB' S.S. CABLE
/—
11l4•x SSIS°x 118°ALUM. FLAT SAR, 6W3 TB ALUM. W/
(2) m-DIA x 23/4'
EMBEDMENTCONCRETE
ANCHORS
YXABABEPLATE
.C. MAX • I
FRONTVIEW
CP-1 CORNER POST TO CONCRETE WIPAVERS DETAIL
p_7 /SCALE: NTS
ANGLE 052 H22 ALLOY
EASIDE
(1)12' DIA THRU BOLT WNYLOCK
JAM NUT4N LIEU OF NYLOCK JAM
NUT.JAMNUTu THREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
3'X 0.=ALUM
RECEMNG CHANNEL Wl
012 X 3l4'TOP AND
BOTTOM AS ENO CAP
(2) M' DIATHRU
S'
INTO
INTO
ON EACH LAG
\CARRY BEAM CONNECTION
A-2 SCALE:NTS
ANGLE M52H ALLOY TL r
�� O
BRICK PAVERS. NAYNOT \
�N G BRICK PAVERS. MAY NOT BE CONCRETE
W PRESENT. FOLLOW
PRESENT. FOLLOW W Wqq ANCHOR MINIMUM
'• "�Z • •!' .d CONCRETEEMBEDMENT _
ANCHOR MINIMUM S • i •.
CONCRETE EMBEDMENT • • �d1 .. O SEEWFP OOOTING d .. SEE PLANGOING :4 ,•
4d �0 a• a..
sLABrFoonNG
•� • ' SIDEVIEW
SEE PUN SIDE VIEW
1R'S.S.CABLE
1 IM'XS SR'X 1/5'ALUM.
FLAT BAR. 6063-TS ALUM.
tA
• • h
'• �d .
. •i' .. : •
(2) 3l8' DIA. x3• EBEDJ `SLABWOOTIND
CONC.SCREWANCHOR SEE PUN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
(1)32•DIACONCRETE
SCREWANCHORS—
(2 IM' CONC. EMBED)
BRICK
14:-
SLABIFOOTINO
SEEPUN G • ♦ •
�\ FRONT VIEW
B_ \2' x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
HCM
PANEL
1'X I-X IM' ALUM ANGLE
Wl(3) /12 X UCSMS EACH
SIDE
CARRY BEAM. SEE PUN
SHEET FOR MEMBER
INFORMATION
(4)#14xW4'BB
INTO POST
(4)s14x314•SMS
BRICK PAVERS. MY NOT BE INTOPOST
PRESENT. FOLLOW
'DIACONCRETEANCHOR
MINIMUM I
ORS oonauo
CONCANCHEMBED)�1-xrBABEPUTS
CONCRETE E EMBEDMENT
LSOR
ANCHOREDTOCONCW IM
000O,p-000
� ��CONCRETESCREWANCHOR(MIN.
11W EMBED)
�,W
MAX EACH SIDE OF POST
AND 24'O.C. MAK ••u
• 4a • d
Y
FRONT VIEW
DJ DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE.-NTS
REVISIONS
A-2
REVISIONS
MOD:
010 x 3'MOD SCREWS, 6•
FROM GIRT & ®12' O.C.
SCREW ANCHOR.6-
FROM GMT S @ 24' O.C.
(4) 010 x 112' INTO
SCREWBOSS
ORPURUN
G1 iX2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
Note - Odentation may be different.
HOLLOW SECTION
FROM GIRT 6 ®12.O.C.
CONC.
114' DIA x 7CONCRETE
SCREWANCHOR,6-
FROM GIRT 6 ® 24' O.C.
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM(2j REO'D-(1)EA GIDE OF BEgM-NAY BEINTFANAL
OR EXTERNAL
3. AS BEAM SDE CHANGES, ADD OR SUBTRACTSCREINS TO MAINTAIN II/4'GC SPACING.
4. GUSSET LENGTHS REMAIN COR I4TWDTHS CHANGE TO MATCH BEAM SIZE
TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
FLASHNG-INSTALL UNDER
3'X 0.062 EXTRUDED RECEIVER CHANNEL
014 X W4-SMS 06' O.C. TOP AND BOTTOM
W/ 1-I2' DIA. NEOPRENE WASHER ® TOP
SCREW ONLY
(2)1/4-CIA X V LAG SDREWS
S-1 COMPOSITE ROOF CONNECTION
A-3 SCALE:NTS
MEMBERSIZE EDGE'C'
2X4
12'
2X6
1'
2%6-2%10
112'
FLASHING —\
EAVE RAIL (SEEM FOR SIZE]
INTERNALLY SCREW THRU BEAM�
W/(3) 0IOx 112' SMS
1'x FASTENTOEAVERAIL _�
W 010 x 112' SMS 6-FROM
UPRIGHT&WO.C.
(1)12' DIA x 212' THRU BOLT
W NYLOCKJAM NUT -IN UEUJ
OF NYLOCKJUM NUT. JAM NUT
W THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT ISTO BE INSTALLEDAS TO -
NOT DAMAGE BASE MATERIAL
DONOTOVERTIGHTEN.
FOR SIZE)
2-x SMS UPRIGHT
(SEE &I FOR SIZE)
UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
THRU
WITH (3) 010 x2-EMS
INTO SCREW BOSSES
1'x2'x 0.4 OPEN BACK INTERNALY
SCREW TO UPRIGHT W (2) 010 x 112'
SMS 6 FASTENTO EAVE RAIL WI
010 X I IM' SMS SPACED 6'FROM
UPRIGHTANDAT24-O.C.
1IB'x 2'x T 6W6 TS ALUMINUM STRAP
WITH (2) 010 x BW EMS EACH SIDE OF
BEAM
_\SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE:NTS
SELFMATING
BEAM
CONTRACTOR TO INSTALL
(2) 014 x T SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
1l0' THRU BOLT TO ATTACH
W NYLON WASHER S
STAINLESS STEEL NUT
DETAIL #1
�" 3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
T
A-3