HomeMy WebLinkAboutBUILDING PLANSDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
- 2.- -Basic WindSpeed,- able-1609C State of Floridan Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VOLT=ISO MPH
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, Inc. Washington, D.C.,
20.10.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 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 A185
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 permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
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 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 footing which are supporting
aluminum members, such as continuous 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 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.
Foundation Design: Existing 8"x8" Footer and 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads imposec
by the proposed construction if the existing footing is In sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
HIPPED GABLE 18114
ALUMINUM MEMBERS DIMENSIONS
HOLLOWSECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB)
3.75PFa: 2'x3.75"x0.050'
.2x2: 2'x2x0.046&
2x4SMB: 2'x4'x0.044'x0A00'
2x3:-2'x3'x0.o50'
2x 5SMS: 4'x5'x0.050'x 0.100'
6.75PFB: 2'x5.75'x0.055'
2x 4:1Yx 4' x0.050'
2x 6SMB: 2'x6' x 0.050'x0.120'
2x6: 2'-x5'x0.050'
2x7SMB: 2'x7'x0.057'KQ120'
2x8SMB: 2'x8'x 0.072'x0.12,r
2x9 SMB: 2' x 9' x 0.072'x0.124'
I(B.KNEEBRACE
OPEN BACK SECTIONS
1x2: 1'x2'x0.040'
2x10SMB; 2'x10'x0.092'x0.39r
tx3: 1'x 3'x 0.04E
MINIMUM FASTENER EDGE DISTANCE: IR'
MINI MUM FASTENER SPACING: 3W
SNAP SECTIONS
2 x 2 Snap: r x 2' x 0.045'
CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 2' x 3' x 0.050'
SIMPOSON TITEN HD OR EQUNALENT ITW BUILDER OR EDUNALENT
2 x4 Snap: 2'x 4'x 0.045'
::)CJ_C-sel
ST-LUCiE-CGLfb
BUILDING DIVISI
REVIEWS
i'OR COMPLAN
MAR 2 0 2019
DATE 3 Z ST. Lucie County, Permitting I
PLLANS AND PER iT
MUST BE KEPT ON OB OR
NO INSPECTION ► ILL BE MADE
l "
r�aftNkRS ORA77ACHYEN�b
ARE THE RESPONSI6l111YOFTHE
CONTRACTOR OF RECORD
sr',Nwfo
WOO MI.
� LPROPQ� a� t7,'CIA�SU�l�CT�QA�YCif LCI9'LfirE�UfyrC NLFELDlNSPECTORS T A/BEf4E/nYRp
COMPLY WfT14 ALL APPLfCnS'LE G0DE_Qv
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
W
U)
O
V
Z
W
W
O -p Go
w 4) �
IL 4 > ch
(3vo,0
L to •V
d w C
R v
L Q J 7
0 V 40 _J
r00 � CD�
C O O
0 a IL
00000auna onn/o�, o00
O IR®` Edward ems, lP
0 7. PF#
2.O1.3 0
c= o
o ST OF
ff.s
SHEET
UlmJ
.-NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS —
(9) #14 x 3/4" SMS-
118" PLATE ON 45" ANGLE
6063-T6 ALUMINUM
O O O O
O
O
EYE BOLT FOR O
CABLE TENSION O
FRAMING
rHf• 2 CABLE CONNECTION AT CORNER
2
A-2 SCALE:NTS
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
SEE PLAN
CORNER POST
1"x 2" O.B. FASTENED TO CORNER
POST W/ #12x11R" SMS AT 6" FROM
TOP -&-BOTTOM RAILS. -TYPICALLY,@
24.O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W/ (2). #14 x 2-
SMS INTO POST 8 (1) 31W DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
(2) #10 x 11/2" SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BET:�..
0 z
PRESENT. FOLLOWo f
--ANCHOR-MINIMUM--
CONCRETE - - -EMBEDMENT? mSLAB/FOOTING'a o
SEE PLAN SIDE VIEW a
CONCRETE POST W/ 1"X2" @1
(4) #14 x 3W SMS BACKSIDE
INTO POST
318" x LENGTH AS REQUIRED
FOR 2114" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
Vx2"BASE PLATE
ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
(MIN. 11/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
(4) #10 x 1 1G
SCRI
SELF4W
AEMBER
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS A-2 SCALE: NTS
118°x2"X2" EXTRUDED I I (1) 1/2" DIA THRU BOLT W/NYLOCK
ANGLE 5052 H.32 ALLOY JAM NUT -IN LIEU OF NYLOCK JAM 1/8" x 2" x 2" EXTRUDED
EA SIDE NUT. JAM NUT W/THREADLLOCKER INTO
SMS
ANGLE 5052 H-32 ALLOY INTO POST
11/4°x55/8"x1/8°ALUM. MAY BE USED p p
FLAT BAR. 6063-T6 ALUM. W/ BRICK PAVERS TIGHTEN TO CONTACT. DO NOT p O
(2) 318" DIA. x 2 3/4" OVER TIGHTEN
BRICK'PAVERS
EMBEDMENT CONCRETE
ANCHORS BONDEDTO
CONCRETE BONDEDTO
CONCRETE
BRICK PAVERS. MAY NOT BE K
••'• PRESENT. FOLLOW 0 u e • f• • , d• ANCHOR MINIMUM • . . •� , ,r.4 _. z • • • CONCRETE EMBEDMENT Of O e :• • SLABIFOOTING ' + '•d •w
SEE PLANTING '. 4 . • • SEE PLAN•_ a z
oz • • • d ! • �� v '� A.
vw
SIDE VIEW
SIDE VIEW
} \ 118" S.S. CABLE
1 1/4" x 5 5/8- x 1/8" ALUM.
�p FLAT BAR.6063-T6 ALUM.
/ • N
(2) 318" DIA. x 3" EMBED-' LSLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
r-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
(1) 3/8" DIA CONCRETE
SCREW ANCHORS —
(2114- CONC. EMBED)
BRICK PAVERS
VN2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
(MIN.1 1/4- CONC. EMBED)
6" MAX EACH SIDE OF POST
SLAB/FOonNG
, SEE PLAN a •� ..
/� FRONT VIEW
B � 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 JSCALE:NTS
REVISIONS
W
w
v/
0 m
= Go
Om
v
LL m q
t7
LL `
ZO
IL
m `ALL
W
Q J �
Zp•.�p..1
W
•r+
v
0)
a
wC
ILL
V
♦♦ 11
♦V♦A
vI
(4) #14 x 3/4" SMS
2" x 2" DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
.0
(1) 3/8" DIAONCRETE pp444
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SCREWANCHORS OQO�
(2 1/2" CONC. EMBED)
OOQD�
1"x2"BASE PLATE
O�
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
O
NO.
(MIN.1 1/4" EMBED)
6- MAX EACH SIDE OF POST
a
o
AND 24" O.C. MAX
" o
a �:, •• . •
•• .. d •. �...
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
OF
PE
A-2
k F
1
REVISIONS
)ST
6" WIDE x 0.125" "P BRACKET @ EA
NOTE:
BEAM ATTACHED TO FASCIA W/ 3/8" x
(2) 318" DIA. x 4" LAG SCREWS FOR
3" LAGS (3 PER BRACKET) AND (1) 3/8"
X 3" LAG @ 24" O.C. AT GUTTER
SPANS GREATER THAN 30.0°
i
2 x PURLIN - NOTCH BOTTO
FLANGE TO OVERLAP UPRIGHT
1"x 2" x 0.044" OPEN BACK
EAVE RAIL INTERNALLY SCREWE
WI (2) #lD x 2l/2" SMS THRU
THRU UPRIGHT WITH (3) #10 x 2" SMS
BEAM INTO SCREW BOSSES
INTO SCREW BOSSES
/ /
'^ B
(1) #10 x 112" SMS 6"
/
Cvl
FROM BEAM AND 24" O.C.
O O
W at
/
WOOD:
#10 x 3" WOOD SCREWS, 6"
00
)'-1 O N ..
+'+ M
FROM GIRT & @ 12" O.C.
—CONC.
eq 'g
N O.eq
114" DIA x 3" CONCRETE
O O
1"x 2" x 0.044" OPEN BACK INTERNALY
"0 V p
SCREW ANCHOR, 6"
O O
SCREW TO UPRIGHT W/ (2) #10 x 1112"
I
Z -a cl A
FROM GIRT & @ 24" O.C.
SMS & FASTEN TO EAVE RAIL W/
(4) #10 x 1112" INTO
MATING
ELEMENT
#10 x 112" SMS SPACED 6" FROM
b Z N
�---
SCREW BOSS
UPRIGHT AND AT 24" O.C.
w
CONTRACTOR TO VERIFY
I
d ,
v N �
1"x2"HOLLOW SECTION
118"x2°x2"x2"ALUM. O p
2" x 4" FASCIA- IF LESS
THAN2"x4"FASCIA,2"X4"
SUB FASCIA SHALL BE
1/8"x2"xr6063-TSALUMINUM STRAP
WITH (2) 010 z 5B" SMS EACH SIDE OF
ANGLE W/ (4) #14 x 314"
SMS EACH
5" SUPER PLACED OVER, LENGTHEN
BEAM
I
1:
FLANGE
EACH SIDE OF BEAM
GUTTER LAG SCREWS TO FULLY
d
V
72x
WOOD:
#10 x 3" WOOD SCREWS, 6"
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
UPRIGHT
'-
FROM GIRT 8 @ 12" O.C.
0.062" BACKING PLATE
PT FASCIA w/ 112" LAG
HOLLOW SECTION
CONC.
ON INSIDE OF GUTTER
BOLTS -112"INTO TRUSS
GIRT OR PURLIN
1/4" DIA. x 3" CONCRETE
2 1/8" x 1 1B" x 0.062° (MIN.)
TAILS - COUNTERSINK
SCREW ANCHOR, 6°
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
—1"x2"
FROM GIRT8@24"O.C.
W/MIN. (2)#12x3/4"SMS
LAG SCREWS.
PR112
E-DRILL wM/8" DRILL TO
PREVENT SPLITTING
C-1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE:NTS
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE:NTS
Note - Orientation may be different. GUSSET PLATE � � � SELF MATING
PER ESERIES BEAM
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 (2) REQ'D -(1) EA SIDE OF BEAM -MAYBE INTERNAL
OR EXTERNAL.
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACTSCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
p_3 /SCALE:NTS
MEMBER SIZE EDGE "C"
2X4
112"
2X5
1"
2X6 - ZX10
112"
FLASHING
SAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEA�
W/(3) #10 x l l2" SMS
1"x FASTEN TO EAVE RAIL
W/ # 10 x 112" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 12" DIA x2M"THRU BOLT
W/ NYLOCK JAM NUT- IN LIEU
OF NYLOCKJUM NUT. JAM NUT
WI THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO -
NOT DAMAGE BASE MATERIAL
DO NOT OVER TIGHTEN.
2" x SMS BEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR SIZE)
2"x SMS UPRIGHT
(SEE A-1 FOR SIZE)
D UPRIGHT TO BEAM CONNECTION
A-3 SCALE:NTS
CONTRACTOR TO INSTALL
(Z) 014 x 2"SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
4TRACTOR SHALL RUN
THRU BOLT TO ATTACH
4YLON WASHER &
JNLESS STEEL NUT
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE:NTS
000 gag
000000
"'
o NO.
0
Lu
I.f.
o to
v/ II �
0 q ,� d 4M
LL 3 ` M
C� ) °a
O W 5°O
(D
z
W L
p+,COJ
Z
v d co N
W 2°oa, V
Lu 0 °' ap
PE
A-3
�E
Q \. CC)
co
� \
En
CY \ Imo\
r \ \ p�s
• ���[�` �'� o \ Cho gC2. `s 'P JV.�
_ - �1 . ✓�L b�� �s � - .' \ \ •� spa �'� •� ��� \ `ro��%L .
\ CP
.� � ` � ic?� �v�_ Gib - .��`' ��'• � \ ZCS '� / �\ `-c-'' ��
�cp
16
VNA-
0-1
brb
rQ