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Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
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,
VOLT=160 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Stmcturel
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.
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 +/-1 %-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall oenform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTMA185
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:
I.S. 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 coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 WIAANIA WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be comosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Sell Mating Beam Sections and PFB are to be stitched with either#14 screws
6" from end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 and FBC 454.1.3.1.9.
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 continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
B. All flashing 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.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the leads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
ALUMINUM MEMBER DIMENSIONS
HOLLOWSECTIONs
SELF MATING BEAM (SMB)
THE PORCH F40TORY BEAM IPFB
2xz rxrX0.w]•
zx4sMB: rx4•x B.ow•xo.loo-
3.2s PFB: rx3.Tr%0.0W
2x3: rxYx0.05r
2x55MB: TXSX0.0Vx(L107
5.75PFB: rx5.]Sx0.05S
2x4: rxrxsO P
2zfi 5MB: rx rx0.O5rx R12r
CO UMNS
2xS rx4x LLO5P
2x7SMB: rx]•x O.OSTx4121Y
""] "1•"0125•
rxrxB.Brexalz4•
1 x3: 1•xrx0.015• MWIMUM FASTENER W09 DISTPNCE: Ill
rx3'x0.05P CONCRETE SCREWANCHOR: SHEET MAWL SCREWS (SMB):
rx4•xO.MS BIMPSONTRENHOOREpNVAIEM M UMEXCREQUNALEW
SCALE. USE DIMENSIONS GNEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
3'-0'--1 --6- i 3'-0-4
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r-z• ! r-z' ! T-2• ! 2•-z•- 1
43' 0•
PLAN VIEW
2X8 SMS CARRY BEAM
! 211-6"--1
FRONT ELEVATION
to
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EVIEWED R
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VB"BRACKETCUr
FROM 1-x 5•ANGLE
W CONNECTTH (S)
914 X WV SMS
ra
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
1-1/4' x BS/e• x 1/8'
ALUM. FLAT BAR.
6063T6 ALUM.
EVE RAIL
EYE BOLT FOR CABLETENSION
(2) W8- DIA x 3^ EMBED -
CONCRIFTESCREW ALTERNATE CONNECTION
ANCHOR
VB-S.S. CABLE
1-1/4• x 558"x 1/S=ALUM. FLAT
BAR. WITH (2) M- DIA. CONCRETE
ANCHORS. MIN. 2d1 EMBEDMENT
p
Note - Orientation may be different.
3116' GUSSET
PURUNS ATTACHED TO BEAM -
WITH (4) 010 x 1-IM" SMS WNH
WASHE INTO SCREW BOSSES.
B14 X314°SMS 01-114"O.C.�
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
z o
MIN. REQUIRED ANCHOR
i
NOTES:
EMBEDMENT INTO
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
CONCRETE
-
D�
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
...n9
iWo
2. GUSSET DIMENSIONS AREA MINIMUM (2) RE(TD - (1) EA SIDE OF BEAM -MAY BE INTERNAL
FOUNDATION PER PLAN
.'
A
OR EXTERNAL -
3. AS BEAM SIZE CHANGES. ADD OR SUBTRACT SCREWS TO MAINTAIN 11I4• C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE
1BR'1 CABLE BRACING
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
Z SCALE: NTS
SCALE:NTS
29¢klle"ANGLE FE
SIDE
O
SIDE VIEW
;r
(1) AC
DIACONCRETE
SCREWEN AORSIMO YY.. EACH LEG
— (1) +/2" DIA THRU BOLT WITH
IS-x 2-x rANGM WITH
NYLOCK JAM NUT(JAM NUT WITH
(4) 914x 314" SMS INTO
THREADLOCKER MAY BE USED, IN
00
POST
LIEU). DO NOT OVER TIGHTEN.
O O
TIGHTEN ONLY UNDL CONTACT.
RICK PAVERF NOT
FOR 2x2 AND 2X3 UPRIGHTS, USE
BE PRESENT. FOLLOW
(4) 914 x W4-SMS INTO POST
ANCHOR MINIMUM
— BRICK PAVERS. MAY NOT
CONCRETE EMBEDMENT
BE PRESENIT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
2
Ow
K
°
0
�w,
°
TOP VIEW
AT INTERMEDIATE
UPRIGHT
SIDE VIEW
FOUNDATION PER PLAN
PER PLAN
UPRIGHT PER PLAN
O0
8 ANCHORED TO
CONCRME NTH 114' ow.
1X20.B. ANCHORED TO CONCRETE
ANCHOR
ANCHOR(MIN.1-C.
NTH 1/4• DIA. CONCRETE SCREW
EMBED) (� 24° O.C.
ANCHOR 024 O.C. MAX
(4) 914x 314° SMS INTO POST
NN
FOR CORNER COECTION
4);14x W4 SMSINTO
FASTSr EN In 512x 3/4'
n�O1
X
POST
BMSMS ®24' O.C.
OIX2 (D UPRIGHT
(4) R14x r SMS THRU In
INTOPOST TOPVIEW
AT CORNER
UPRIGHT TO FOUNDATION CONNECTION
SCALE: NTS
1)M. DIA CONC.
.m
• ANCHOR EMBED MIN.
4
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
iDJ-1
DOORJAMB CONNECTION
2
SCALE:NTS
(4) 910. I-lM SMS INTO
SCREW BOSSES (TYP)
ONLY
WOOD,
A10 x 3' WOOD SCREWS ® VFROMFROM
ENDS & 12.O.C.
CONC.
lie DIA. x 3=CONCRETE SCREW
ANCHOR ® 6"FROM ENDS & 24° O.C.
2• X V x 110°ANGLE WITH (2) S10 x
3M" SMS IN EACH FLANGE, EACH
SIDE (TYP)
rPURLN/GIRT/CHAIRRAIL
M-1 PURLIN I GIRT I O.B TO HOST CONNECTION
2 SCALE:NTS
GUSSETPLATE
PER PLAN / DETAILS
PURUN I 0 I PURLIN
—(2)C14 X2�THRUE
Jlylllll��llll1l'1 BEAM THRU GUSIET PIATE
BRACE i RMEDIATE JOINT
r-Vir-WED FOR
BODE COMPLIANT
-,,�T. LUCIE COUNT
ROCC
l/4• DIA THRU BOLT WITH NYLON
BRACE AT SAVE RAIL WASHER S STAINLESS STEEL NUT
tBR-3 ROOF BRACING
2 SCALE:NTS
SHEET
2
0.12 THICK4 BRACKET@ EACH BEAWPURUN,
ATTACHED BRACKET TO FASCIA W/31Wx T LAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
VW X 3" LAG ® 24. O.C. ELSEWHERE
1-X 2' OPEN BACK 18 NOT NEEDED IF
GUTTER HAS SPLINE GROOVE.
OTHERWISE CONNECT 1XZT0
SEAMIPURLIN WITH (2) $10 x 2-W SMS
THRU BEAMIPURLIN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) 014 x 1-le-SMS ® 6' FROM
ENDSAND24.O.C.
O
O
Bey_ 1
a�R4iNR
2-x 2'x 11W x 2' ANGLE WITH (4)�
O14 x 3/4' EMS INTO BEAM/PURUN
AND (4) [(2) IF 1X2 IS SCREWED TO
BEAM USING SCREW BOSSES]#14
X XV SMS INTO 1X2 (OR GUTTER).
REPEAT ON OTHER SIOE OF
BEAMIPURUM
WHEN BEAM IS LARGER THAN GUTTER,
21I8' x 110 x 0.062" (MIN.) ALUM
RECEIVING CHANNEL W/ MIN. (2) O12 x
WSMS
NOTE:
(2) TW DIA. x P LAG SCREWS FOR
SPANS GREATER THAN 30'41'
O.Wr BACKING PLATE
ON INSIDE OF GUTTER
NOTE BEAM ORIENTATION MAY BE
CONTRACTOR TO VERIFY FASCIA IS
MINIMUM OF 2' x P. IF LESS, 2' X 4-
PT SUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND LAG IAG
SCREWS SHALL BE LENGTHENED
TO FULLY PENETRATE SUB FASCIA.
IF NO FASCIA IS EXISTING, ADD 2' x
e PT FASCIA WITH 10 DLA. LAG
BOLTS. EMBEDDING 1-11T INTO
TRUSSTAILS. PRE-0RILL M`H&B-
DIABITTO PRIV NTSPLITNNG.
SHIM AS NECESSARY IF OTHER
THAN A PLUMS CUT FASCIA
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE: NTS
ATTACH INSIDE FACE OF BEAM WITH
COLUMN USING 2 - x 2'x US'x BEAM
DEPTH LONG ANGLE WITH (8) O14x 314"
EMS EACH LEG.
COLUMN PER PLAN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1-12 x 16-x 0.12Y ALUM STRAP ON
OUTSIDE WITH (5) O14 x W4' IN BOTH
CARRIER BEAM AND POST EACH S1DE
(10 TOTAL)
O
O
O
O
1' x 2" O.B. ATTACHED
EACH SIDE OF POST
WITH $12 x 1-U2' SMS
® 6' FROM BOTTOM
AND24'O.C.
O
O
O
O
DETAIL AT CORNER
V x 2.O.D. ATTACH TO UPRIGHT
WITH (2) 610 x 2la' EMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS O10x1 VT SMS W FROM
EACH SIDE OF UPRIGHTAND
TYPICAL AT 24' O.C. MAX
NOTE IGNORE 1' X 2. O.B. AND CONNECTION IF SCREEN ISNT BEING INSTALLED
RC-4 CARRIER BEAM TO COLUMN CONNECTION
3 SCALE:NTS
Tx 2' W x 2 LONG ANGLE WITH
(2)012x 141 SMS INTO POST &(1)
3.R" CIA X 2AM' CONCRETE SCREW
ANCHOR INTO UNCRACKED
J 3B' DIATHRU BOLTS IN COLUMN
CONCRETE (HOLE DEPTH=3-112�
®
/ qND INTERNAL ANGLES.
1'X2'D,B.
2'x 2" z 114' (LENGTH = INTERIOR OF
WIDTH OF COLUMN) ANGLE WITH M-
TADLE•n
.ermwn
DIA CONCRETE SCREW ANCHORS (SEE
'A'
commas sm
TABLEFOR QUANTITY) MIN 2-12
INTO UNCRACKED CONCRETE (HOLE
U3 1
xxx 2
DEPTH =3-12'). (2) T8' DIA BOLTS
66 3
THRU COLUMN
x2'O.B. AT CORNER POST
NOTE: OMIT 1X2 IF NO PROPOSED SCREEN. AT CENTER POST
B-3 POST TO FOUNDATION INTERNAL CONNECTION
3 SCALE:NTS
PURUN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURLIN SCREW
BOSSES WITH (2) O1D x 0
SMS
ATTACH 1X2 TO SAVE RAIL
WITH O10 x 1-lW SMS ®6'
FROM ENDS & 24.O.C.
0 xT x 118' PLATE WITH (4) ib
xW SMS EACH SIOE OF BEAT
UPRIGHT PER PLAI
'"11111
FILE CO
RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE: NTS
PLAN VIEW
ATTACH 1X2 TO ROOF BEAM
WITH (2)410 x 2-SMS
INTERNAL INTO SCREW
BOSSES (NOT SHOWN FOR
CLARITY). ATTACH 1X2 TO
CARRIER BEAM WITH O14 x
1-112' SMS @ 6' FROM ENDS
&24. O.C.
REVIEWED F(
CODE COMPLIP
ST. LUC�fIIE COU
T' occ
ANCHOR
SEAM PURUN
OOFSCREWS
SIZE
IN EACH LEG
OFANGLE
2X2-2X3
4
2X4-2XS
6
2XB-2XT
B
vs-m
10
Mo
12
ROOFBEAM/
PURUN PER PLAN
II'
`ATTACH ROOF
PURLIN TO CARRIER REAM
CARRIER BEAM PER
ZxlWx[D
WITH 2" x VS' x IDEPTH
p
ROOF
OF ROOFITH
#14LONG
ANGLE WITH OR x SMS.
AN
SEE TABLE FOR QUANTITY
OF SCREWS. (TYP EACH
SECTION VIEW SIDE)
RC-5
NOTE BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
CARRIER BEAM TO ROOF BEAM / PURLIN CONNECTION
3
SCALE:NTS
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