HomeMy WebLinkAboutPLANS43 PAOE(S)33, OF THE PUT ' REG'ORDSOFST. LUCIE
COLIIYTY FLORIDA. _"
PROPERT `.DRESS
5610 PLAc:.:::.4KB DRIVE, FORT PIERCE, FL 34451
FLOOD INFORMATION:
:.•. _ . PANEL NUMBER: 1211IC0070J•
b.
FIRM DATE: FEBRUARY 16, 2012
FLOOD ZONE: X CURB
BASE FLOOD ELEVATION_• NA , ...
COMIdiIN1TY NAME: ST.• LUCIE COUNTY T '
COMMUNIiYNUMBER:120285 A- DRIVE _
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NOTE:
FOR NEW FDN/SLAB TO EXISTING FDNISLAB,
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EXISTING CONCRETE PROPERLY CLEAN HOLE
AND ENSURE CONCRETE SURFACE IS FREE
FROM LOOSE AGGREGATE. FILL. DRILLED
CAVITY W/ STRUCTURAL EPDXY TO PROVIDE A
MIN BOND STRENGTH OF 4000 PSI. EMBED A 12"
05 BAR 6" INTO EXISTING CONCRETE. 45 BAR TO
BE SPACED ATT O C. MAX
24,
STRUCTURE PLAN
SCALE: 3/16" = I'-0"
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AND PROPERLY COMPACTED FILL TREATED AGAINST
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PTRACTOR:
E
COAST HOME
E MENTS, INC.
.®
9
J'
P6OMY ESS:
LAKE DR.,
gQ
aO , FL 34951
DATE:
09/20/2019
W
pPR OJECT NO:
9 A19-083005
SHEET:
(�
S 2
SECONDARY ANGLE MIN. 1 /8"
THICK W/ (2) #12 SMS INTO
COLUMN EA. SIDE (TYP.)
3/8° CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/ MIN. 2-3/4" EMBEDMBM
INTO FOOTING (TYP.)
FOR WOOD: USE 1/4" LAG BOLT IN
LIEU OF TAPCON W/ MIN 2-3/4f EMBFD
SUBSTRATE
w
mU�
SIDE VIEW
2"x2'x 1/$'ANGLE W/(2)412x3/4'
SMS EA. SIDE (TYP.)
SECONDARY ANGLE MIN. 1/8'
THICK W/ (2) 412 SMS INTO
COLUMN EA. SIDE (TYP.)
COLUMN VARIES. SEE SHEET
02 FOA SIZING,
2° SEA.. SIDE
.) (2) 412x3/4"
/— SMS EA. SIDE (TYP.)
1°xZ" OPEN -BACK BASE PLATE
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I. SPACING
COLUMN VARIES: SEE SHEET
02 FOR SIZING.
3/S' CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/MN. 2-3/4' EMBEDMENT
INTO FOOTING (TYP )
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LIEU OF TAPCON W/ MIN 2-3/4" EMBED.
I'x "OPEN -BACK BASE PLATE
ANCHORED TO FIG W/ 1/4° CONC
SCREW (TAPCON XL OR EQUAL) W/
MN, 2-3/4" EMBED. CONC SCREW TO
BE INSTALLED 6" MAX FROM COLUMN
AND SPACED AT 24" O.C. MAX.
SUBSTRATE
o FRONT VIEW
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SCALE: N.T.S.
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BOSS OF JAMB CTYP.)
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TO NTERSECHNG MEMBER W/ (4) 910 SMS-
FASTENJAMB TO RECBVING CHANNEL W/
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FASTEN ANGLE TO CONIC W/(1) 1/4"x 3-1/2"
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GIRT OR PUBLN IT".)
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03 SCALE: N.T.S.
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03 SCALE: N.T.S.
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HOST
3°-W5 ALUMINUM CHANNEL
°HEADER".FASTEN TO WD
FASCIA W/ #14#' WD SCREWS
'ACED AT 12' O.C. (INTERNAL)
ROOF PER PLAN:
FOR COMPOSITE PANELS, FASTEN
TOP AND BOTTOMTHROUGH
UPPERAND LOWERFLANGE OF
CHANNEL INTO PANEL W/912x3/4'
SMS SPACED AT 12" 0/C. (TYP_)
'Z• FLASHING AS NEEDED BY OTHERS
NOTE:
FOR NEW FDN/SLAB TO EXISTING FDN/SLAB,
DRILL A 3/4" D1.4 HOLE TO A DEPTH OF 6° INTO Q
EXISTING CONCRETE. PROPERLY CLEAN HOLE
AND ENSURE CONCRETE SURFACE IS FREE
FROM LOOSE AGGREGATE. FILL DRILLED
CAVITY W/ STRUCIURAL EPDXY TO PROVIDE A
MIN BOND STRENGTH OF 4000 PSI. EMBED A 12° 0
45 BAR V INTO EXISTING CONCRETE. 45 BAR TO I
BE SPACED AT T O C. MAX
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OR FIBERMIESH IF ALLOWED
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CONTRACTOR:
TREASURE COAST HOME
REVIEWED F ORY'IPROVEMENTS, INC.
CODE COMPLI YADDRESS:
ST. LUCIE COIJNUYPLACE
PIERCE, L DR.,
I�®CC FORT
34951
DATE:
09/20/2019
A19-083005
ALTERNATE: FASTEN Ix2 TO BIM OF
2 TYPICAL DOOR JAMB/IIEAD DETAIL JAMB VERT Wi(2) 9INI-I/V SMS 5 COMPOSITE ROOF TO EXISTING HOST
03 SCALE: N.T.S. GNTERNAL)INTOSCREWBOSSOFJAMB
03 SCALE: N.T.S.
S03
DRAWING INDEX
SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTUREPLAN
03
SUPPLEMENTAL DETAILS
GENERAL NOTES
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 6TH EDITION (2017)
1.2 ASCE 7-10
13 ASTM SPECIFICATIONS FOR CONCRETE
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE
1.5 ADM 2015
1.6 AA ASM35, AA ADM 1
2.0 DESIGN LOADS
2.1 DEAD LOADS: MEMBER SELF -WEIGHT
2.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS
200 LB VERT LOAD ON PURLINS
2.3 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION
Vult: 150 M.P.H.
Vasd: 116 M.P.H.
2.4 RISK CATEGORY: 1
2.5 EXPOSURE CATEGORY: B
2.6 BUILDING TYPE: PARTIALLY ENCLOSED GCpi=+/-.55
2.7 SOLID ROOF COMPONENT & CLADDING DESIGN PRESSURES (asd):
ZONE I: +16.5 / -29.8 PSF
ZONE2: +16.5/-38.OPSF
ZONE3: +16.5/-45.2PSF
2.8 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x2OxO.O 13" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 31
PSF
HOR PRESSURE ON LEEWARD SURFACES: 22
PSF
VERT PRESSURE ONSCREEN SURFACES: 09
PSF
VERT PRESSURE ON SOLID SURFACES: 25
PSF
2.9 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR:
.88
2.10 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN
PRESSURES:
.6
B. RESPONSIBILITIES
1.0 A LICENSED CONTRACTOR SHALL
PERFORM ALL SITE WORK IN ACCORDANCE WITH APPLICABLE
BUILDING CODES, LOCAL ORDINANCES, ETC.
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISITNG
FIELD CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR
FABRICATION. THE CONTRACTOR SHALL VERIFY THAT THE HOST
STRUCTURE%FOUNDATION IS IN GOOD CONDITION WITH
SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE.
THE ENGINEER OF RECORD IS TO BE CONTACTED IN WRITING
FOR CLARIFICATION IF DISCREPANCIES ARISE.
3.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND
METHODS ASSOCIATED WITH WORK TO BE COMPLETED. THIS IS
TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR
COMPLETION OF PROJECT.
4.0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
COMPONENTS, FIXTURES, OPENINGS, AND LANDSCAPING ON
THE SITE WHICH ARE NOT INCLUDED WITHIN THE SCOPE OF
THIS PROJECT. IF DAMAGE OCCURS TO ITEMS NOT INCLUDED
WITHIN THIN SCOPE OF THIS PROJECT, THE CONTRACTOR IS
RESPONSIBLE FOR RETURNING THAT ITEM TO ITS PREDAMAGE
CONDITION.
5.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND
ENGINEERED BASED ON INFORMATION PROVIDED BY THE
CONTRACTOR AND/OR MANUFACTURER CONTRACTOR SHALL
NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO
CONSTRUCTION IF THERE ARE DISCREPANCIES WITH THE PLANS
OR EXISTING SITE CONDITIONS THAT NEED TO BE ADDRESSED.
PETERSON PROPERTY
5610 PLACE LAKE DR., FORT PIERCE, FL 34951
C. MATERIALS
1.0 CONCRETE / FOUNDATION
1.1 SOIL
1.1.1 ASSUMED SOIL BEARING PRESSURE: 1500 PSF
1.1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE
SUBSURFACE FOR TERMITES IN ACCORDANCE WITH
F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED
FOR EXTERIOR SCREENED ENCLOSURES.
1.13 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE
APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE 3000 PSI MINIMUM.
1.2.2 CONCRETE SHALL CONFORM TO ASTM,C94 FOR:
1.2.2.1 PORTLAND CEMENT, TYPE 1 - ASTM C150
1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINING, +/-1%-ASTM C260
1.2:2.4 WATER REDUCING AGENT - ASTM C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.6 OTHER ADMIXTURES SHALL NOT BE PERMITTED
1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM
13 REINFORCEMENT
1.3.1 FIBERMESH (3/4" PER CU. YD.) MAY BE USED IN LIEU OF
WELDED WIRE MESH IF APPROPRIATE ACI AND ASTM
REQUIREMENTS ARE MET.
13.2 METAL WELDED WIRE MESH (W WM) SHALL CONFORM
TO ASTM A185.
1.3.3 STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60
WITH Fy = 60 KSi (U.O.N.)
1.4 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI
MANUAL STANDARD PRACTICE PARTS 1,2 &3 ALONG WITH
HOT WEATHER CONDITION RECOMMENDATIONS.
1.5 IF UTILIZING AN EXISTING SLAB/FOOTING, CONCRETE SLAB
SHALL BE A MINIMUM OF 4" THICK AND VISIBLY FREE OF
DETERIORATION, SPALLING OR EXCESSIVE CRACKING.
CONTRACTOR TO VERIFY THAT EXISTING FOOTING IS A
MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING SLAB.
IFNOT, SEE FOOTING DETAILS FOR FOOTING DESIGN
MINIMUM REQUIREMENTS.
2.0 ALUMINUM
2.1 ALL STRUCTURAL ALUMINUM SHALL BE MIN:
2.1.1 EXTRUSIONS: 6005 T5 ALLOY
2.1.2 TUBES: 6063 T6 ALLOY
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO
"PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS
FOR ALUMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
DESIGN MANUAL.
2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES
IN CONTACT WITH STEEL OR PRESSURE TREATED LUMBER
2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM
MEMBERS SHALL NOT BE LESS THAN 0.040 INCH
2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH # 12 SMS
SPACED AT 6" ON -CENTER FROM THE ENDS AND 24"
ON -CENTER THROUGHOUT THE REMAINDER
2.6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM
STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024".
2.7 18xl4xO.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
BY THE ENGINEER OF RECORD.
2.8 ROOF BRACING SHALL BE A MINIMUM OF 2"x2"x0.050"
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
2.10 FOR PICTURE WINDOW MODIFICATIONS TO EXISTING
SCREEN ENCLOSURES, THE CONTRACTOR SHALL VERIFY
THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY
SOUND CONDITION AND MEETS THE REQUIREMENTS OF
THE DETAILS WITHIN THESE PLANS.
2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL MEET THE FLORIDA BUILDING CODE,
RESIDENTIAL SECTION R4501.17 RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS IN ITS ENTIRETY.
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMPOSITE
OR PAN) SHALL BE SELECTED/DESIGNED FOR THE WIND
PRESSURE STATED WITHIN THE WIND LOADS SECTION OF
THESE GENERAL NOTES. THE SELECTION OF THESE ROOF
SECTIONS WAS BASED ON THE SPAN TABLES PUBLISHED
AND CERTIFIED BY INDEPENDENT FLORIDA LICENSED
ENGINEERS WITH THE UP-TO-DATE N.O.A.
3.0 FASTENERS
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRETE SCEWS SHALL BE TAPCON, SIMPSON, HITLI,
REDHEAD OR APPROVED EQUAL.
3.3 ALL LAG BOLTS SHALL HAVE A MIN. EMBED OF 8x BOLT DIA
INTO STRUCTURAL FRAMING.
3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS
CONNECTING ALUMINUM COMPONENTS OR PRESSURE
TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLANS
OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES FOR
USE WITH ACE PRESSURE TREATED WOOD.
3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL BE
3/4" AND THE MIN CENTER TO EDGE DISTANCE SHALL BE
1/2" UNLESS OTHERWISE NOTED.
3.6 FOR Ix2 MEMBERS TO MASONRY/CONCRETE USE
GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR AT 18" O.C.
3.7 FOR Ix2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 18" O.C. (TYP.)
3.8 FOR Ix2 MEMBERS TO ALUMINUM USE #10xl-W" SMS
OR TEK SCREWS AT 18" O.C. (TYP.)
3.9 FOR Ix2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE WINDOW" ASSEMBLY, THE
FASTENER SPACING SHALL BE REDUCED TO 12" O.C. MAX.
ALUMINUM EXTRUSION DEWIENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2x3
2"x3"x0.050"
2x4
2"x4"x0.050"
2x5
2"x5"x0.050"
OPEN -BACK SECTIONS
Ix2
I"x2"x0.044"
lx3
1"x3"x0.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2x3
2"x3"x0.050"
2x4
2"x4"x0.045"
SELF -MATING SECTIONS (SMB)
2x4
2" x 4" x 0.044" x 0. 100"
2x5
2" x 5" x 0.050" x 0. 118"
2x6
2" x 6" x 0.050" x 0. 120"
2x7
2" x 7" x 0.057" x 0.120"
2x8
2" x 8" x 0.072" x 0.224"
2 x 9
2" x 9" x0.082" x 0.224"
2 x 10
2" x 10" x 0.092" x 0.374"
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CONTRACTOR:
N
D1• HONE
ON
MCOAST
i R EENTS, INC.
'IE"tM
DRESS:
i®
C: FORT PIERCE, L 344951
DATE:
09/20/2019
PROJECT NO:
A19-083005
SHEET:
Sol