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-01'
-GENERAL-NOTES
02
STRUCTURE PLAN
03
SUPPLEMENTAL DETAILS
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 6TH EDITION (2017)
1.2 ASCE 7-10
1.3 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
ZONE 2: +16.5 / -38.0 PSF
ZONE 3: +16.5 / -45.2 PSF
2.8 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x2OxO.O13" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 31
PSF
HOR PRESSURE ON LEEWARD SURFACES: 22
PSF
VERT PRESSURE ON SCREEN 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 THE 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.
ERICKSON PROPERTY
5431 PLACE I,AKE_DR., FORTT1ERCE; FL 349-5-1
C. MATERIALS
1.0 CONCRETE / FOUNDATION
1.1 SOIL
1.1.1 ASSUMED SOIL BEARING PRESSURE: 1500 PSF
CI 1-21 PRIOR TO CONCRETE PLACEMENT, TREAT -EMI
F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED
FOR EXTERIOR SCREENED ENCLOSURES.
1. 1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE
APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE-3-000-P§l MINIMUM.
1.2.2 CONCRETE SHALL CONFORZvI 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, +/- I % - 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
1.3 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.
1.3.2 METAL WELDED WIRE MESH (WWM) 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.
IF NOT, 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 18x14x0.013" 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.
FILET.
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PLANS AND F
SITE OR NO ]
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MUST BE KEPT
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140,
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS ( `
OR PAN) SHALL BE SELECTED/DESIGNED FOR
PRESSURE STATED WITHIN THE WIND LOAD= "ft 0 p
THESE GENERAL NOTES. THE SELECTION OF $ of *
SECTIONS WAS BASED ON THE SPAN TABLE�re
Vo.;
iL Q 0
AND CERTIFIED BY INDEPENDENT FLORIDA I 4 coENGINEERS WITH THE UP-TO-DATE N.O.A. �;�\. .�
3.0 FASTENERS //'
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM Aldf. 0
3.2 ALL CONCRETE SCEWS SHALL BE TAPCON, SIMPS>i�TIkI,
OVED EQUAL.
3.3 ALREDHEAD
LAG BOLTS SHALL HAVE A MIN. EMBED OF 8x BOLT�If�
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 1x2 MEMBERS TO MASONRY/CONCRETE USE
GALVANIZED I/4"x2-3/4" TAPCONS OR SIMILAR AT 18" O.C.
3.7 FOR lx2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 18" O.C. (TYP.)
3.8 FOR lx2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 18" O.C. (TYP.)
3.9 FOR lx2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE WINDOW' ASSEMBLY, THE
FASTENER SPACING SHALL BE REDUCED TO 12" O.C. MAX.
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2 x 3
2"x3"x0.050"
3 x 3
3"x3"x0.070"
3 x 3
3" x 3" x 0.093"
OPEN -BACK SECTIONS
lx2
1"x2"x0.044"
Ix3
1"x3"x0.045"
SNAP SECTIONS
2 x 2
2"x2"x0.045"
2 x 3
2"x3"x0.050"
2x4
2"x4"x0.045"
SELF -MATING SECTIONS (SMB)
2x4
2" x 4" x 0.044" x 0.100"
2 x 5
2" x 5" x 0.050" x 0.118"
2 x 6
2" x 6" x 0.050" x 0.120"
2x7
2" x 7" x 0.057" x 0.120"
2 x 8
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:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
5431 PLACE LAKE DR.,
FORT PIERCE, FL 34951
DATE:
5/7/2018
PROJECT NO:
A18-041914 _
SHEET:
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FOR NEW FDN/SLAB TO EXISTING FDN/SLAB,
DRILL A 1/2' DIA HOLE TO A DEPTH OF 6" INTO
EXISTING CONCRETE. PROPERLY CLEAN HOLE
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CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
5431 PLACE LAKE
DR.;
FORT PIERCE, FL 34951
1M:N1:4
5/7/2018
PROJECT NO:
A18-041914
STRUCTURE PLAN ET:
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FASTEN JAMB TO RECEIVING CHANNEL W! OVER STEEL ON 3" CHAIR (TYP.)
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1 03 SCALE: N.T.S.
FASTEN HEADER AT EA END W/ (4) #100" SMS THRU / WIRE KICK PLATE IS INDICATED FASTEN w N PLO
JAMB INTO SCREW BOSS OF HEADER (TYP.) .024 ALUMINUM SHEET W /#10xl/2" SMS 8"
O.C. AROUND THE PERIMETER
SEE DETAIL 1/03 p: (941) 456-7535
FASTEN ANGLE TOCONC W/(1)1/4"x3-1/2" — �� e: admin@southsunengineering.com
TAPCON. WHERE APCARE PRESENT
INCREASE LENGTHF TO TO O ENSURE 1
w: www.southsunengineering.com
PENETRATION INTO FND MIN 2-1/4". z
Z WHEN FASTENING TO WOOD USE 1/4"
aaJ GALV. LAG SCREW IN LIEU OF CONC. a 25" LAP MIN- CONTRACTOR:
d ANCHORS AND ENSURE PENETRATION MIN
w 2-1/4" INTO STRUCTURAL FRAMING BENEATH. a #5 REINFORCING BAR TREASURE COAST HOME
(TYP.)
FASTEN ANGLE TO JAMB 4 END WALL SECTION TO COMPOSITE PANEL ROOF #5 LAP SPLICE #5REINFORCINGBAR FVIPROVEMENTS, INC.
W/ (2) 912x5/8"SMS (TYP.)
1x2OPEN BACK pLTERNATE:FASTEN 1x2TOBTMOF O OJ PROPERTY ADDRESS:
o BTMPLATE(TYP) SCALE: N.T.S.
O� JAMB VERT W/ (2) #]Oxl-1/2" SMS O
(INTERNAL) INTO SCREW BOSS OF JAMB
FASTEN DOOR JAMB TO Ix2 BASE PLATE W/ (2) R'''/$" 5431 PLACE LAKE DR.,
#10 SMS THROUGH JAMBINTO SCREW BOSS OF
Ix2 (ENSURE PENETRATION INTO Ix2 MIN I") FORT PIERCE, FL 34951
CONIC000 FTG/S AB WIOx 10 I O" DATE:
CONC FTG/SLAB WITH
W. W.M. OR FIBERMESH (TYP.) 5/7/2018
#5 STD. 90' HOOK
PROJECT NO:
A18-041914
7 2 TYPICAL DOOR JAMB/HEAD DETAIL LAP SPLICING DETAIL SHEET:03 SCALE: N.T.S.
03 SCALE: N.T.S. S03__j