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DRAWING INDEX
SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTURE PLANS/ELEVATIONS
03
SUPPLEMENTAL DETAILS
GENERAL NOTES
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 6TH EDITION
1.2 ASCE 7-10
1.3 ASTM SPECIFICATIONS FOR CONCRETE AND MASONRY
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE
1.5 ACI 520-LATEST EDITION FOR MASONRY STRUCTURES
1.6 ADM 2015
1.7 AA ASM35, AA ADM 1
1.8 NATIONAL DESIGN SPECIFICATIONS FOR CONSTRUCTION
DESIGN CODES AND GUIDELINES
2.0 DESIGN LOADS
2.1 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION
Vult: 150 M.P.H.
Vasd: 116 M.P.H.
2.2 RISK CATEGORY: 1
2.3 EXPOSURE CATEGORY: C
2.4 ALUMINUM LOADING:
2.4.1 DEAD LOADS: MEMBER SELF -WEIGHT
2.4.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS
200 LB VERT LOAD ON PURLINS
2.4.3 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x200.013" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 43 PSF
HOR PRESSURE ON LEEWARD SURFACES: 34 PSF
VERT PRESSURE ON SCREEN SURFACES: 12 PSF
VERT PRESSURE ON SOLID SURFACES: 36 PSF
2.4.3.1 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR: 0.88
2.4.3.2 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN
PRESSURES: 0.6
2.4.4 RAILING LOADS PER FBC SECTION 1607.8
2.4.4.1 LINEAR LOAD ON HANDRAILS AND GUARDS: 50 PLF
2.4.4.2 CONC. LOAD ON HANDRAILS AND GUARDS: 200 LB
2.4.4.3 CONC. LOAD ON INTERMEDIATE RAILS: 50 LB
2.5 PRIMARY STRUCTURES
2.5.1 ROOF DEAD LOADS: 20 PSF
2.5.2 ROOF LIVE LOAD: 20 PSF
2.5.3 FLOOR DEAD LOADS: 40 PSF
2.5.4 FLOOR LIVE -LOAD: 40 PSF
2.5.5 BUILDING TYPE: PARTIALLY ENCLOSED GCpi =+/- 0.55
2.5.6 COMPONENT & CLADDING DESIGN PRESSURES (asd):
ZONE I: +20.0 / -36.2 PSF
ZONE 2: +20.0 / -46.2 PSF
ZONE 3: +20.0 / -54.9 PSF
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 PRIOR TO CONSTRUCTION
IF SPECIAL SITE CONDITIONS ARISE FOR THE FOUNDATION OR
HOST STRUCTURE.
6.0 1F PRE-ENGINEERED TRUSSES AND/OR JOISTS ARE CALLED
FOR, THE DELEGATED TRUSS ENGINEER IS TO SUBMIT SHOP
DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
MCGINN PROPERTY
3604 SPATTERDOCK LN., PORT ST. LUCIE, FL. 34952
C. MATERIALS
1.0 CONCRETE / FOUNDATION
1.1 SOIL
l.l.I MIN. ALLOWABLE 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.
1.1.3 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 CI 50
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
I.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 6005 T5 ALLOY MIN.
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO
"PART I -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 PROV_IDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES
IN CONTACT WITH-STEEL-ORPRESSURE 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 18x140.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
BY THE ENGINEER OF RECORD.
2.8 ROOF BRACING SHALL BE A MINIMUM OF 2NT' 0.050"
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
ENCLOSUE 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.
SCANNED
BY CONCRLED FASTENERS OR ATTACHMENTS
I;t Lucie County AID THE RESRONSIBlu TyOFTHE
CCNiNACTOROFRECORD
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 24" O.C. (T FILIM
3.7 FOR Ix2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 24" O.C. (TYP.)
3.8 FOR Ix2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 24" O.C. (TYP.)
4.0 STRUCTURAL LUMBER
4.1 ALL WOOD SHALL BE SOUTHERN YELLOW PINE 92 (U.O.N.)
4.2 PRESSURE TREATED STRUCTURAL LUMBER SHALL ONLY
BE USED IN EXTERIOR APPLICATIONS AND IN CONTACT
WITH CONCRETE, MASONRY OR EARTH. PRESSURE
TREATMENT SHALL BE CALLED OUT AS P/T WITHIN
THESE PLANS.
5.0 CONCRETE MASONRY
5.1 THE AGGREGATE MININMUM NET AREA COMPRESSIVE
STRENGTH OF THE BLOCK AND MORTAR SHALL BE
fm = 1900 PSI.
5.2 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO
ASTM C90, NON -MOISTURE CONTROLLED.
5.3 MORTAR SHALL CONFORM TO ASTM C270, TYPE'NT OR'S'.
5.4 INSPECTION PORTS SHALL BE PROVIDED AT ALL FILLED
CELL DOWNPOUR LOCATIONS.
5.5 U.O.N, HEAD AND BED JOINTS SHALL BE 3/8" THICK EXCEPT
THAT THE BED JOINT THICKNESS OF THE STARTING COURSE
OVER FOUNDATIONS SHALL BE NOT LESS THAN 1/4" THICK
AND NOT MORE THAN 3/4" THICK.
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5.1 THE WINDOW AND DOOR ASSEMBLIES SHALL BE SELECTED/ /�'q?4 y �q
DESIGNED FOR THE WALL DESIGN WIND PRESSURE STATED 'C&A�L'I MH F 11 T ,I1.�-14p g"UXDESI `
WITHIN THE WIND LOADS PORTION OF THESE GENERAL NOTES. - -
5.2 WINDOWS AND DOORS SHALL BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS.
5.3 EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED
BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND
BEAR AN AAMA OR WDMA OR THER APPROVED LABEL
IDENTIFYING THE MANUFACTURER PERFORMANCE
CHARACTERISTICS AND APPROVED PRODUCT EVALUATION
ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS
OF THE FOLLOWING SPECIFICATIONS: ANSI/AAM/NWWDA 101/I.S 2-97
5.4 A SUPPLEMENTAL TERMPORARY LABEL CONFORMING TO AAMA 203,
PROCEDURAL GUIDE FOR WINDOW INSPECTION AND
-NOTIFICATION SYSTEM SHALL BE ACCEPTABLE FOR ESTABLISHED
CALCULATED ALLOWABLE DESIGN PRESSURES HIGHER THAN
INDICATED ON THE LABEL REQUIRED BY 1707.4.2.1 FOR WINDOW
SIZES SMALLER THAN THAT REQUIRED BY THE ANSI/AAMA/NW WDA
101/IS2 TEST REQUIREMENTS. THIS SUPPLEMENTAL LABEL SHALL
REMAIN ON THE WINDOW UNTIL FINAL APPROVAL BY THE BUILDING
OFFICIAL.
ALUMINUM EXTRUSION DIMENSIONS
SNAP SECTIONS
2x2
2"x2"x0.045"
2x3
2"x3"x0.050"
2x4
2"x4"x0.045"
SNAP PLATE:
HR-2 1.7950.050
CHANNELS:
1.5"x2. l 25"x 1.5"x0.045"
2"x3.125"x2"x0.045"
PICKETTS:
V TUBULAR/HOLLOWx0.050"
TOP CAPS:
HR-1 2.5x1.6250.050
HR-14 1.964x 1.482x0.050
BOTTOM CHANNEL:
1 "x l .5 "x0.050"
POST CHANNEL:
1.5"x1.5"x0.050"
2"x2"x0.050"
ST, LUCIE COUNTY!
I3UILDINQ DIVISION
REVIEWED
FOR. COMPLI
REVIEWED BY
DATE 62.21
PANS AND PERM
MUST BE KEPT ON J OR
NO INSPECTION WILL BE MADE
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2x3
2"x3"x0.050"
2 x 4
2" x 4" x 0.050"
2x5
2"x5"x0.050"
OPEN -BACK SECTIONS
Ix2
1"x2"x0.044"
l x 3
1" x 3" x 0.045"
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"
2 x 7
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:
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PROPERTY ADDRESS:
3604 SPATTERDOCK LN.,
PORT ST. LUCIE, FL. 34952
DATE:
12/6/2017
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IMPROVEMENTS, INC.
PROPERTY ADDRESS:
3604 SPATTERDOCK LN.,
PORT ST. LUCIE, FL. 34952
DATE:
12/6/2017
PROJECT NO:
A1702301
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CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
3604 SPATTERDOCK LN.,
PORT ST. LUCIE, FL. 34952
DATE:
12/6/2017
PROJECT NO:
A1702301
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