HomeMy WebLinkAboutDrawings & DimensionsI
RECEIVED
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ST. Lucie County, permitting 07 �®
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EAST COAST ALUMINUM
PRODUCTS, INC.
913 Edwards Road
Fort Pierce, FL 34982
(772)464-7600 283-5650
Ii
CONTRACTOR: East Coast Aluminum Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, 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 AA ADMI Specifications for Aluminum Structures, Pan I -A of
the Aluminum Design Manual prepared by The Aluminum Association, and the
AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Deck live Load: 40 PSF
2. Deck Dead Load: 10 PSF
3. Roof Live Load: N/A
4. RoofDcad Load: N/A
5. Wind Load:
5.1. Budding Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
5.2. Ultimate Design Wind Speed: Vou = 150 MPH Nominal Design Wind
Speed: Vxm =116 MPH
5.3. Exposure Category, Section 1609.4.3: Exposure B
5.4. Screen Enclosure Section 2002.4
6. Building Category for Aluminum Structures, Section 2002.6: Category Tvpe I -
Screen Room: Non -Habitable, Unconditioned
Scope of Work:
Does not include analysis of existing structure.
Roof Type
1. Roof Type: N/A
2. Roof Material: N/A
Foundation Design
New Wood Deck on existing concrete - see sheet A-1 for information. No
additional concrete footing or slab is required to resist the loads imposed upon
the existing slab by the proposed construction ifthe existing slab is minimum
of 4" thick and in sound condition, free from structural cracking, spelling, or
other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due m quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed anthoriaation of Florida Aluminum Engineering, Inc.
3. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated
stainless steel series "400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" fiom
ends and 24" center to center or #12 screws 6" from ends and 12" center to center.
6. Approved concrete screw anchors m be Simpson Titen-HD or equivalent.
7. Where concrete specifications are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications no
applicable:
a. Concrete shall conform to ASTM C94 for the following components:
I. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - large Aggregate 3/4" max - ASTMC 33
id. Air mtrairdng+/-1%-ASTMC260
iv. Waterreducing 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". Water
added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shag be coated with a
bituminous paint or epoxy.
S. All flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use ofthese plans acknowledges and accepts a limit ofliabdity not to exceed
design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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DESIGN OF "MAXI -RAIL" HANDRAIL SYSTEM BY a
FABRICATOR AND SHALL COMPLY WITH N
PARAGRAPH R312.1.1 THRU R312.1.3 OF THE 6TH
EDITION (2017) OF THE FLORIDA BUILDING CODE 0
RESIDENTIAL AND PARAGRAPH 1607.8 OF THE 6TH
EDITION (2017) FLORIDA BUILDING CODE IN "t
ADDITION TO ANY REQUIREMENTS HEREIN.
POSTS
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RISER PANEL
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RECEIVED
FEB 2 5 2020
ST. Lucie County, Permitting
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CODE COMPLIANCE
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PRESERVATIVE TREATED
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4 x 4 WOOD POST -",,",GIRDER
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PRESERVATIVE TREATED
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DATE DRAWN
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REVISION
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INTERMEDIATE BEAM DETAIL
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ST-1 FIBERGLASS STEPS ANCHORING DETAIL
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LMIlVUM MEMBERS DIMENSIONS
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SHEET METAL SCREWS (SMS):
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CORNER POST
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FASTENERS MUST ENGAGE
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CHANNEL W/(2) 912x 3/4'
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PROVIDE FULL DEPTH-,,.c
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fi"
SCREW INTO DECK
MEDIATE BLOCKING
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BETWE NE JOISTS AS REQUIRED(
FILE COPY
TO ALUM POST W1(1) 410 x
TO FULLY ENGAGE FASTENERS
— -
1 1/2" @ 12.O.c. w/ 1Sr 6'
WOOD
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1"x 3" RECEIVING CHANNEL
1/4" LAG SCREW ANCHOR
(MIN. 21/4" EMBED)
DATE DRAWN
ANCHORED TO DECK WITHI
6" MAX EACH SIDE OF POST
02/13/20
EXISTING
tM" LAG SCREW ANCHOR �_ 6'
AND 24" O.C. MAX 8'
REVISION
3"x3"x I I,
(MIN. 21/4"EMBED)
POST
POST
6" MAX EACH SIDE OF POST
FRONTMEW
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AND24"O.C.MA%
FRONT VIEW
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CP-1 CORNER POST TOMOOD DETAIL
SHEET NO:
1X3 TO EXISTING POST DETAIL
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SCALE:
A-3 SCALE: MS
A_3 DOOR LOCATION DETAIL
SCALE: NTS
A_3
MS
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CHANNEL W/ #14 x SC' SMS-
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
`EXISTING 2X6SMB
ALUMINUM BEAM
2" x 2" x 1/8" ALUM ANGLE
WI (4) #14 x 5/3" EACH
FLANGE EACH SIDE OF
UPRIGHT
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DRAWN B�/
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(4) #10 x 3/4"
SMS INTO
DATE DRAW D
02/13/20
SCREW BOSSES
(2)INTO TOP RAIL
SCREW BOSSES
(�IMOTOP RAIL
REVISION
(2) INTO POST
(2) INTO POST
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CONNECTION AT
CORNER
CONNECTION
AT SPLICE
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S-1 X 3 TOP RAIL
CONNECTION TO 2 X3 UPRIGHT
SHEET NO.
A_A
SCALE NTS
A_4
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