HomeMy WebLinkAboutEngineeringCONTRACTOR: South Florida Aluminum Products. Inc.
DESIGN CRITERIA:
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 ADM1 Specifications for Aluminum Structures, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, and the AAF Guide to Aluminum
Construction in frigh Wind Areas.
3. ASCE 7-10.
1. Dcck Live Load: 40 PSF
2. Deck Dead Load: 10 PSF
3. Roof Live Load: 10 PSF 'r 6th Edition 2017 Flurldu Building Code,Ap1wridix l Stctinn
105.1
4. Roof Dead Load: 2 PSF
5. Wind Load:
5.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
5.2. Ultimate Design Wind Speed: Vnr = 150 MPH, Nominal Design Wind Speed: VASD = 116
MPH
5.3. Exposure Category, Section 1609.4.3: Exposure C
5.4. Screen Enclosure Section 2002.4
6. Building Category for Aluminum Structures, Section 2002.6: Category Tv Pc- 1 - Wood Deck IV/
1'4"uod Sheri : Nott -Habitable, Unconditioned
1. R.00f'rypct. MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" coinPnsite p:rnrl Elite 2000, 1,00 density_ foam. Florida
Product Approval 1Number FL 7561.114:
Ifootine or slab is reauired to resist the loads imoesed urxrn thr rxisting slab by the proposed
other deterioration.
The following specifications are applicable to this project:
1. All work shall be i n 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 414 screws 6" from ends and 24" center
to center or #12 screws 6" from ends and 12" center to center.
6. Door location shall be determined by contractor in the field.
7. 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 +/- 19'0 - 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 - ASTNI 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.
8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to
the following:
a. Framing limber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose II womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a cca
salt treatment in accordance with f.s, tt-w-571 and bear the American Wood Preservatives
Institute quality marklp-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper,
10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1.
10. Contractor shall provide any additional backing (.aluminum, wood etc..) and anchors as required
by the window manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
12 All flashing and weatherproofing shall be provided by the contractor.
13. 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 WEBSITE
AND GOGGLE EARTH.
4X4 POST
(16) PM,
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POST 4TH WALL
3'X48"X0.024" BEAM
1.0# DENSITY FOAM
COMPOWF PANFI
34'-6"
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COMPOSITE PANEL
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COMPONENTS k CLADDING - VAM
DESIGN PRESSURES FOR WINDOWS / DOORS:
+24.3 PSF / -32.0 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
+29.4 PSF / -38.70 PSF
DESIGN OF HANDRAIL SYSTEM BY
FABRICATOR AND SHALL COMPLY WITH
PARAGRAPH R312.1.1 THRU R312.1.3 OF
THE 6TH EDITION (2017) OF THE FLORIDA
BUILDING CODE RESIDENTIAL AND
PARAGRAPH 1607.8 OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE IN
ADDITION TO ANY REQUIREMENTS HEREIN.
5/4" X 6" COMPOSITE
DECKING SPACED
W/ 30D NAIL GAP W/
36' HIGH ALUM RAIL (2) #10 x 2" DECK
W/ 1' X 1" X 0.040" SCREWS ® EACH JOIST
PICKETS AT 4.5" MAX.
.�J6 RIM NOTE:
A NOSING NOT LESS
ro; THAN 3/4" AND NO
vi,
''°1[ x MORE THAN 1/4"
ex-r� r- SHALL PROVIDED
ON STAIRS PER 6TH
EDITION (2017)
FBCR 311.5.4.3
TREADS/RISERS TO CONFORM TO SL&R FRAMING PRESERVATIVE TREATED
6TH EDITION (2017) FBC-R311.7.5 PLAN 4 x 4 WOOD POST W/
PROVIDE 2X12 PT TREADS SIMPSON ABU44Z POST
ATTACHED TO 2X12 STRINGERS BASE W/ (2) 1/4' x
WITH (2) SIMPSON TA1OZ PER 2 1/4' CONCRTE ANCHORS.
STRINGER SEE MANUF. SPECS
FOR FASTENERS INTO POST
NOTE STAIR LOCATION TO BE
VERIFIED IN FIELD BY
CONTRACTOR
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5/4" X 6" COMPOSITE
DECKING SPACED
W/ 30D NAIL GAP W/
36' HIGH ALUM RAIL (2) #10 x 2" DECK
W/ 1' X 1" X 0.040" SCREWS ® EACH JOIST
PICKETS AT 4.5" MAX.
.�J6 RIM NOTE:
A NOSING NOT LESS
ro; THAN 3/4" AND NO
vi,
''°1[ x MORE THAN 1/4"
ex-r� r- SHALL PROVIDED
ON STAIRS PER 6TH
EDITION (2017)
FBCR 311.5.4.3
TREADS/RISERS TO CONFORM TO SL&R FRAMING PRESERVATIVE TREATED
6TH EDITION (2017) FBC-R311.7.5 PLAN 4 x 4 WOOD POST W/
PROVIDE 2X12 PT TREADS SIMPSON ABU44Z POST
ATTACHED TO 2X12 STRINGERS BASE W/ (2) 1/4' x
WITH (2) SIMPSON TA1OZ PER 2 1/4' CONCRTE ANCHORS.
STRINGER SEE MANUF. SPECS
FOR FASTENERS INTO POST
NOTE STAIR LOCATION TO BE
VERIFIED IN FIELD BY
CONTRACTOR
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r1LUMTNUMMEMBERS DIMIENSIONS
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HOLLONN' SECTIO S
'_.:. 2: ' t 2"x 0.11-I4i "
`
1 1/2" DIA. NEOPRENE
2 N = : 3" x ().050"
EXISTING
FACED WASHER @ 6" OC
2x -I: 2"x4"x0.050"
BUILDING
(3) 3/8" 01 A.
2 x 5: 27x 5" x U.050'°
l
THRU BOLTS
OPEN BACK SECTIONS
2" x 7'SMB
I x 2: 1." x 2'- x 0.040-
I
3" x 3" x 0,093"
1 x 3: ) "x :-'" x 0.0-15
51h1PSON H3 @EACH END
OF CRIPPLE STUDS
SNAP SECT 0NS
SIMPSON SP4
2 x 2 Srfar E-' x 2" x OJA5"
STUDS TO TOP PLATE TOP PLATE
2x3Snap; 2'-x3"x4.050"
DOUBLE 2X
Z x 4 Snap: 2-'x 4" x 0.045"
SELF A'IATIN'G (StiiH)
2X4 HORIZONTAL 4 - 16d x 5 EACH SIDE IN
BLOCKING AT EACH HEADER
2x 4 SIMB: 2" x 4" x 0.644" x 0.100"
SH EATH I NG SPLICE
2 x' 5 S\ID: 2":x 5"x 0.050"xU.100"
(2) 16d TOE NAILS
2 x 6 SIMM: 2"x 6" x 0.050" x 0.120 "
EACH END
2 x 7 SM13: 2'" x 7" x (W5T' N 0.120"
LSTA15 EA ENL1 [2) 2" x 8" HEADER
2 x 8 S\III. 2" x 8" x 0.072",. [)-124"
2 x) SXiB: 2" t W' x 1).072" x 0,124"
72, PAAX. — (2) 2X4 STUD KING STUD
2x 10 SR4B: 2" x IO" x [I.U92"x [).3`iS""
EACH SIDE OF OPENING
(1) 2X4 STUD JACK STUD
AII\IIhIIJAf F.LSTENER EDGE DIST:',,'CL: 1::'_"
EACH SIDE OF OPENING
N- 11NDAILIM FASTENER SP_ICI\'G: 3 4"
16d NAILS @ 6" O -C--.,/
L
AT CORNER STUDS 16d @ 24" O.C,
CONCRETE SCRENV Ati010R.
STAGGERED
SIMPSC)N T1TEi*T HD OR EC[-T%fALENT
SHEET AiET AL SCREiS'S {S I IS]:
BOTTOM PLATE Jj %f ti 2X4 STUDS
SINGLE 2X PT f j (SEE A-1 FOR SPACING)
]'i'Z5i Y BUILDEX OREq.1IS=AILE;NIT
�f!/
SIMPSON SP4 SIMPSON SP4
STUDS TO BOTTOM PLATE STUDS TO BOTTOM PLATE
!,J EW 3"
1/2':12' MIN /COMP ROOF
(2) 2X4 TOP
1. 1/2" APA RATED SHEATHING
CONTINUOUS FROM BOTTOM OF
BOTTOM PLATE TO TOP OF TOP
PLATE. SHEATHING IS PART OF
LOAD PATH TO GROUND.
2 IF SHEATHING HAS HORIZONTAL
BREAK, IT CANNOT BE USED AS
PART OF LOAD PATH - USE SP1
AT BOTTOM AND SP2 AT TOP OF
EACH STUD.
NAIL PATTERN:
8d 4" 0 C. @ EDGES
8d 6" O.C. INFILL
1/4" DIA. x 5" LAG SCREWS W/ 1 1/2" DIA
NEOPRENE FACED WASHER @ 6" O C
AT ALL INTERIOR AND EXTERIOR WALL
LOCATIONS
12" OVERHANG MAX,
(2) 2X8 HEADER
Ili 2X4 BLOCKBEIWEEN
MEMBERS
VINYL SIDING ON #15 FELT PAPER
OR HOUSE WRAP ON 1/2" APA RATED
SHEATHING 2X4 S.Y.P. (SEE A-1 FOR
SPACING)
NOTE:
ALL WOOD SHEATHING & FRAMING
THAT REST ON CONCRETE EXTERIOR
FOUNDATIONS AND ARE LESS THAN
8" FROM THE EXPOSED GROUND
(FERC 317 1(2))
OR
ALL WOOD SIDING, SHEATHING,&
WALL FRAMING ON THE EXTERIOR
OF A BUILDING HAVING A
CLEARANCE OF LESS THEN 61NCHES
FROM THE GROUND SHALL BE
PROTECTED FROM DECAY BY USE
OF NATURALLY DURABLE WOOD OR
WOOD THAT IS PRESERVATIVE
TREATED. THIS INCLUDES ALL STUDS
AND PLYWOOD (FERC 317.1(6)).
2X4 STUD
(SEE A-1 FOR SPACING)
1/2" DIA x 6" LAG SCREWS AT
16" O.C. INTO JOIST OR BEAM
SIM PSON SP4
@ EACH STUD
(2) AT CORNERS
I I I
S TYPICAL WOOD FRAME WALL SECTION
A_+7 SCALE: NTS
A -A TYPICAL WOOD FRAME WALL CcD_ DOOR SECTION
A_3 SCALE: NTS
OTHERS
3" COMPOSITE
ROOF PANEL
s__,_ COMPOSITE ROOF TO POST @ 4TH WALL DETAIL
h ] SCALE:NTS
A -A
1 1 /2 GAGE ON
SCREW ANCHORS
® 1®
® 1®
3" x 3" x 0.093"
POST
FA
3" x 3" x 0 093"
POST
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EXISTING
FACED WASHER @ 6" OC
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BUILDING
(3) 3/8" 01 A.
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THRU BOLTS
2" x 7'SMB
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3" x 3" x 0,093"
s__,_ COMPOSITE ROOF TO POST @ 4TH WALL DETAIL
h ] SCALE:NTS
A -A
1 1 /2 GAGE ON
SCREW ANCHORS
® 1®
® 1®
3" x 3" x 0.093"
POST
FA
3" x 3" x 0 093"
POST
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W x 3" x 1/8" ALUM FLANGED
POST BASE W/ (2) 3/8" DIA. THRU
WLTS INTO POST & (4) 3/8" DIA.
x 6" EMBEDMENT LAG
SCREWS INTO MOD DECK
3" x 3' POST TO WOOD DECK CONNECTION DETAIL
A_ ] SCALE: NTS
1 1/2" x 2 1/8" x 1 1/2"
ALUM RECEIVIN
W/ (6) #14 x 3/4" SMS EACH
SIDE INTO BEAM
WOOD WALL
4" DIA. x 3" LAG SCREWS
WALL STUDS
3GERED
(Q)BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
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DATE DRAWN
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REVISION
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