HomeMy WebLinkAboutEngineering JankovicCONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
1. The 6tlt Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter
20 Aluminum, and Chapter 23 Wood.
2. AA ASA-I35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A ofthe Aluminum
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Construction in FHgh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. LM: Load: I ' I PST pe r 6th Edition 2017 Florida BuIIdin g Codc, Ap pQullx I &Wort 105.1
2. Dead Lead; 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: VuLr = 150 MPH Nominal Design Wind Speed: VASE) = 116
MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category l'r4n• I - Patin Cover
Non -Habitable, Unconditioned
Scope of Work:
Does not include analysis of existing structure.
Roof Type: MONOSLOPE
Roof Material: 3" x 48" x 0.032" Elite 2000 Cotnposite Patwl, 1.0 # density fonnt, Florida
Product A pprovaI Nunsber Fl, 7561-144.
Foundittlon Design
Exisitne cancreLe. No additional concrete fnoting or sl:ih is required to resiat the lords Imposed
unon the existine slap br the nrumiud ennslrunlpit if the eststinn slab Is a minintwn ofd" thiek
in sound condition, free from strnrtnrnl
The lirllowing 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 to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of Florida
Aluminum Engineering, Inc.
3. 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".
4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24"
center to center or #12 screws 6" from ends and 12" center to center.
Where concrete specifications are required, whether 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 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv. Water 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". 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 shall be coated with a bituminous
paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSTPE
AND GOOGLE EARTH.
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DATE DRAWN
06/22/20
REVISION
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ALUMINUM MEMBERS DIlVIENSIONS
HOLLOW SECTIONS
2 x 2:
2" x 2" x 0.046"
2x3:
2"x3"x0.050"
2x4:
2"x4"x0.050"
2x5:
2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB:
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:
2" x 5" x 0.050" x 0.100"
2 x 6 SMB:
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:
2" x 7" x 0,057" x 0.120"
2 x 8 SMB:
2" x 8" x 0.072" x 0,124"
2x9SNIB:
2" x 9" x 0. 072" x 0. 124"
2 x 10 SMB:
2" x 10" x 0.092" x 0.398"
MINLMUM FASTEI\TER EDGE DISTAIQCE: 1/2"
MNDJUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEFT AIETAL 5CRE!►S Sl1I
ITW / BUILDEX OR EQUIVALENT
4" x
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1 1/2 GAGE ON
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4"x4"x0.125"
POST
"x 1/8" ALUM FLANGED
BASE W/ (2) 3/8" DIA THRU
'S INTO POST & (6) 3/8" DIA
'2" EMBEDMENT CONCRETE
:W ANCHORS INTO CONCRETE
B 4" x 4" POST TO CONCRETE CONNECTION DETAIL
A ry SCALE: NTS
3" COMPOSITE
ROOF PANEL
#14 x 4" SMS W/
1 1/2" DIA. NEOPRENE.
FACED WASHER @ 6" O.C.
#14 SMS x 1" MIN, LONGER
THAN PANEL W/ 1 1/2" DIA
NEOPRENE FACED WASHER
@ 12" O.C. ALONG LENGTH
OF ALL END BEAMS
#14 SMS x 1" MIN. LONGER
THAN PANEL W/ 1 1/2" DIA
NEOPRENE FACED WASHER 3" COMPOSITE
@ 12" 0.0 ALONG LENGTH ROOF PANEL
OF ALL END BEAMS
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2" x SMB
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POST
1 1/2" x 21/8" x 1 1/2" x 0.062" x 8" LONG
ALUM RECEIVING CHANNEL W/ (7
#14 x 3/4" SMS EACH SIDE OF
BEAM & (4) 3/8" DIA THRU BOLTS
INTO POST
S COMPOSITE ROOF TO POST CONNECTION
A_2 SCALE: NTS
1 1/2" x 21 /8" x 1 1 /2" x 0 062" x 8" LONG
ALUM RECEIVING CHANNEL VW (n
#14 x 3/4" SMS EACH SIDE OF
BEAM & (4) 3/8" DIA THRU BOLTS
INTO POST
x 8" SMB
4" x 4" x 0 125''
POST
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DRAWN BY
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DATE DRAWN
06/22/20
REVISION
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COMPOSITE ROOF TO POST 0 4TH WALL DETAIL 11
SHEET NO:
A-2 SCALE: NTS
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