HomeMy WebLinkAboutBuilding PlansVH Exteriors, Inc.
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 AA ADMI Specifications for Aluminum Structures, Part 1-A
of the Aluminum Design Manual prepared by The Ali minum Association. and
the AAF Guide to Aluminum Construction in I ligh Wind Areas.
3. ASCE 7-10..
Wind Loads `
1. Building Occupancy Category, Section 1604.5 and T h' 1604.5: Risk
Category 1.
2. Ultimate Design Wind Speed: Vma = 150 MPH,No mal Design Wind Speed:
Vnso=116 MPH
3. Exposure Category, Section 1609.4.3: C
4. Screen -Enclosure Section 2002.4
Foundation Desitm
Existing concrete slab. No additional concrete Footing or slab is required to
resist the loads imposed upon the existina slab bv thel ro osed construction
if the existing slab is a minimum of 4" thick and in sound condition free
from structural cracking, spalling, or other de eriora'tion.
Specifications
The following specifications are applicable to thi project
1. Where concrete specifications are required, wh er in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 J or the ollowing components:
i. Portland Cement Type L- ASTM C 15
ii. Aggregates - Large Aggregate 3/4" m - ASTM C 33
iii. Air entraining+/- I%"-ASTM C 26
iv. W ater reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Wateradded after hatching is not pernautted. -
d. Prepare and place concrete per American Con rem Institute Manual of
Standard Practice, Parts 1, 2, and 3 including I of weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f Prior to placing concrete, treat the entim subsu rfitce area for termites in
compliance with the FBC.
g, Concrete shall be placed over a polyeth ilene por. barrier.
h. All aluminum components embedded v 'thin c t jtcreteshall be coated
with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 TS Alloy
3. Fasteners are required to be corrosion resistant minim um: SAE Grade 2 or
better zinc plated to ASTM B633 or coated rat inless:teel series "300 or
uncoated stainless steel series 400'.'
4. Approved concrete screw anchors to be Simpson Ti -HD or equivalent.
5. All Self Mating Beam Sections are tobe stitch d with either # 14 screws 6"
from. ends and 24" center to center or # 12 scre s 6" f Dm ends and 12" center
to center.
6. Screened enclosures containing swimming poor s shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen unless ap roved by Florida Aluminum
Engineering, Inc.
8. Door location shall be determined by contracto in the field.
9. When installing pavers over concrete slab or fic oting which are supporting
aluminum members, such as continuous screen tracks r upright, the pavers
must be bonded to the concrete with an epoxy, 'user or 3,000 PSI grout to
ensure full positive contact with concrete.
10. All flashing and waterproofing shall be pro vided y the contractor.
11. Use of these plans acknowledges and accepts a li it of liability not to
exceed design and engineering fee.
Roof Tyne
Roof Type: HIPPED GABLE
WIND SPEED AND EXPOSURE HAVE
BEEN D&TERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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DIMENSIONS
HOLLOtTV' SECTIONS
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2x3 2 x3"x005"
2x4 2 x4"x005'
2x5 2 x5x 0.05"
OPEN BACK SECTIONS
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1 x3: 1"x3"x 0.04"
SNAP SECTIONS
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2 x 2 Snap 2" x 2
2 x 3 Snap. 2" x 3
0.050"
2 x 4 Snap: 2" x W'x
0.045"
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0.044"x 0.100"
2 x 4 SMB: 2" x 4"
2x 5 SIB: 2"x 5"
0.050"x0.100"
2 x 6 SNIP: 2" x 6
0 050"x 0120"
2 x 7 SNM 2" x 7
0 057"x 0120'
2.x8 SNM 2"x8
007T'xo124"
2x9SMB 2"x 9'
0.072"x0124"
2 x 10 SMB: 2' x 10'
x 0.092 x 0 398"
MINIMUM FASTEI,
ER EDGE DISTANCE: V2"
MINIMUM FASTEI,
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CONCRETE SCRE
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OR EQUIVALENT
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FASTEN TO EAVE RAIL
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2'%SMB UPRIGHT.
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REQUIREMENTS:
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NOTES.
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2" x 2" EXTRUSION
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SCREW TO UPRI GHT IN(2)#10 x 1112" � �
SM58 FASTEN TO EAVE RAIL W/ (2)#t2x 3/4"EACH.LEG
EACH SIDE - SCREWS SHALL
#10.1 1/2". EMS SPACED B" FROM ENGAGE BOTH PURLIN AND
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BOLT I6T
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ZRTIGHTEN. PATENT PENDING
1. GUSSET DIMENSIONS ARE MINIMUM (2)
RED D (1) EA SIDE OF BEAM - MAYBE
- INTERNAL OR EXTERNAL.
REVISION
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 110'
1 -
C/C SPACI NG.
1
3. GUSSET LENGTHS REMAIN CONSTANT,
..
WIDTHS CHANGE TO MATCH. BEAM SIZE
-
-
-
UPRIGHT TO BEAM CONNECTION
SCALE NTs
A-2
I\TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM
IF UPRIG�� TO PURLIN CONNECTION DETAIL
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A-2 SCALE:NTS
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•� EACH BEAM ATTACHED O NOTE: aa�.........* vow'. v
,r (2)0/8"DIA,x4"LAGSCREWSFOR \ • �0�
FASCIA W/ 3!8" x 3" LAGS (3 SPANS GREATER THAN 30'-0 8" WIDE EXTRUDED GUTTER \\\'• ��/ �wI
PER BRACKET AND 1 3/8"x 3" \\ �' '•, 11i WI I
LAG 24 BRACKET)
ATGUTTER
BRACE REQUIRED AT ALL ' 2 'I� M �.• Zy
BEAM OR UPRIGHT \ Q : V LL. !'
SCREW
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#10 z 3/4" SMS INTO GUTTER : Z'
OVERHANG FRAMING OVERHANG FRAMING +�• (0 UJ
W/ (2) #10 x 21/2" SMSTHRU OR RAFTER TAIL LIP OR RAFTER TAIL S 0- V d, * F
BEAM INTO SCREW BOSSES 'r
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FROM BEAM AND 24" O:C. FROM BEAM AND 24"O.0
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• 1"x2" INTO SCREW BOSSES IF C
THAN 2" x 4" FASCIA, 2" x 4" THAN 2" x 4" FASCIA, 2" x 4" z LAJ tO 3
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ANGLE W/ (4) #14 x 3/4" 5" SUPER PLACED OVER LENGTHEN PLACED OVER, LENGTHEN li J - z
EMS EACH FLANGE GUTTER LAG SCREWS TO FULLY LAG SCREWS TO FULLY Q Q O u
EACH SIDE OF BEAM PENETRATE SUB FASCIA, 5" SUPER GUTTER PENETRATE SUB FASCIA z Z z
IF OTHER FASCIA, ADD 2" x IF OTHER FASCIA, ADD 2" x ® vWi C
4' PT FASCIA vd 12" LAG 4" PT FASCIA W112" LAG q ] y) Q w u
BOLTS -112' INTO TRUSS BOLTS -112"INTOTRUSS REVIEWED v)UIL V
TAILS - COUNTERSINK TAILS-COUMERSINK E VV W 2 a
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING FLUSH. WHEN INSTALLING ' O 3
Wl MIN. (2)#12x 3/4"SMS 1r2"LA RIG SCREWS,
LL TO PREDRILLSCREWS,
ORILL TO CODE COMPLIANCE 07,
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PREVENT SPLITTING. PREVENT SPLITTING.
ST. LUCID COUNTY
BOCC 2
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ALUMINUM S"xi/8'808346' CONCRETE�SCRERNERANCHOR/1INTO
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SMS
TO
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EACH LEG & (2) #12
TOE SCREWS CONCRETE
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THRU SCREW BOSSES _ SLAB/FOOTING _XOR EWE °
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INTO POSt SCREW ANCHORS !. I DJ W_ Q 0! W
2" x 5" z 1/8" 8083-T8 3/8" x LENGTH AS REQUIRED (21 /4" GONG. EMBED). 0 N co B- M
2"x2
ALUMINUM STRAP FOR 2114"EMBED CONCRETE
8083-T6 ALUMINUM - SCREWANCHOR INTO _ �,, G, [L P LL
W/ (4) #12z 3/4" IN CONCRETE
EACH LEG &{2) mz' 1"x 2' BASE PLATE — DRAWN BY
TOESCREWS I f ANCHORED TO CONIC W/114 -
CONCRETE SCREW ANCHOR • ,ta•, ANCHOREDx2 BASEPL1/4" TP
(MIN. 11/4" EMBED) (MIN. 1 1/4" EMBED) ° ° nn .. . m4 11 '" DATE DRAWN
a 8' MAX EACH SIDE OF POST ° 1"x 2" SASE RATE 1 r2�1 7118
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DETAIL#1 4
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ii"3 ROOF BRACING CONNECTION DETAIL FRONT VIEW
• FRONJSEW
DJ-1 DOOR JAMS TO CONCRETE DETAIL SHEET NO: A- SCALE. NIT CP-1 'CORNER POST TO CONCRETE DETAIL §DALE: NTS
A_3 SCALE: NTS A-3
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WOOD:
#10 x S"WOOD SCREWS, 6'
FROM GIRT & Q 12" O.C.
OONC.
1/4" DIA x 3" CONCRETE
SCREW ANCHOR, 6'
FROM GIRT & Q 24" O.C.
(4) #10 x 1 1IT' INTO
x 2" OR 2" x 3" HOLLOW
:CTION GIRT
x 2"
C-1 1X2 TO HOST STRUCTURE DETAIL
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DRAWN BY
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DATE DRAWN
12/17/19
SNAP OR SELF -MATING BEAM'.
ONLY
'REVISION
C PURLIN OR GIRT TO BEAM OR POST DETAIL
^_ SCALE: NTS
f'W
SHEET NO:
1
BASE OF BEARINGS (PLAT)
COW PASTU
FLOOD ZONE. " X " 0 BARBED ARE FENCE
72111G0 277 J y7s
120285 9 S 89'35'29" z 100.00' o eo
---
2/16/2012 FD.I.R.c4c C.
_ (LB6852) FD.LR.g
RECE TV IE D AUDITIONS OR DELETIONS TO SURVEY MAPS
ye6 OR REPORTS BY OTHER THAN THE SIGNING a`` ;�,a3(LB6852)
PARTY IS PROHIBITEDWITHOUT THE WRITTEN
FEB 0 5 2020 CONSENT OF THE SIGNING PARTY, _LEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON
(F.A.C. 5J-17 ).
ST. Lucie County,' permitting PROPOSED IRRIGATON WELL NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY
ST. LUCIE COUNTY BENCHMARK "E VIS", ELEVATION = 7.08'
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SB COVERED o LOT 11 OF "LONE PINE SUBDIVISIO ACCORDING TO THE
`� OVERRCH o 1 b J,
\ O PLAT' THEREOF, AS RECORDED IN LAT BOOK 51, PAGES 21
LEGEND. w � � o �` *`` ti� O THROUGH 25 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
A PLAT
III=mEASUREB FLORIDA. SAID LANDS SITUATE IN 5T. LUCIE COUNTY, FLORIDA.
C CALCULATED LOT 12 "PROPOSED" LOT 10
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P T =POINT OF TANGCNCY r — _ 27' 27"
P.C.C. -POINT OF COMPOUND CURVE, , - 01 NE D ry —
PRC=POINT OF REVERSE CURVE, �_
P O B =POINT OF IIiGANPiaNG A< Z /
1430 SF AVAILABLE FOR 17'
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NORTH LINE TRACT "B" E
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DIAMOND ON PAVEMENT I Es —
THIS DOCUMENT PREPARED IN THE OFFICE OF: 0.70' WIDE I TIJEFLORIDALI ENSEDSURV) Y012
ELEVATION 8.20' N.A.V.D. I RAISED CURB— AND MAPPER. (P.A.C.5J-17)
w CURB DRAINAG �
C.A. MITCHELL AND ASSOCIATES, INC. 48.s6'(M.)(P.) tl BASIN
, _ _ 76.47'(M.)(p.) S 87'41'47" E m� I 184.04' FD NAIL
LAND SURVEYORS AND MAPPERS —c ( S ass7'2s' E -C DISK
P.C.P. — 23.60' M.)(P /
— C.A. MITCHELL ANDI ASSOCIATES, INC.
759 S.W. SOUTH MACEDO BOULEVARD (RaDlus SET IR& C
STATE C RTIFICATE OF AUTH Z ION NO. LB4276
PORT ST. LUCIE, FLORIDA. 34983 FD. CP01NT> (LB4276) we LONE PINE DRIVE P.C.P. C/L TABLISHED s
PRIVATE —TRACT "B"
(BEND SET NAIL P.C.
772-878-,754% � � POINT) &TAB P:C.P.
LOT 14 -FD. NAIL &.DISK
"VACANT" LOT 15 MAY 8, 2019
HOUSE ----
FIN.FL.ELEV.=12.40' C N A. MI.CHELL .L.S, -
REGISTERED LAND SURVEYOR AND MAPPER"
FLORIDA REGISTRATION NO. LS35 1
(SINCE 1982)
FORM BOARD LOCATION AND
ELEVATION: SEPTEMBER 25, 2019
DRAWN BY: C.A.M. APPROVED BY: M.E. REVISIONS PROJECT SHT. NAME ENT. NO.
DATE: MAY 13, 2019 PROD. NO. 4868 FORM BOARDS 9/25/19 C.A.M. LOT 11 OF "LONE PINESUBDIVISION", 1416-LONE DINE DRIVE, BOUNDARY AND TOPOGRAPHIC ONE s6
Dwc. No.: 4868 Dwc. File name: C:\EPSA\4868 PROPOSED HOUSE AND DRAINFIELD AREA 6/18/19 C.A.M. FORT PIERCE, FLORIDA. OF
S RVEY ONE
REVISE B.M. LOCATION 5/14/19 C.A.M.