HomeMy WebLinkAboutPLANSCONTRACTOR: Master Craft Alu air, - WINDS" - 9 AND EXPOSURE HAVE t ` • ..... /
DESIGN CRITERIA: _ BEEN D1, , 3MINED USING THE ADVANCED\ * �� /////
TECHNOLOGY COUNCIL'S WEBSITE`�`
Applicable Codes. Regulations. and Standards 0���•• �
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, AND GOOGLE EARTH. Q..
Chapter 20 Aluminum, and Chapter 23 Wood FILDE CO ��_42. AA ASM 35 and Specificatiore far Aluminum SlmcnueS Pan 1-A oflhe Aluminum Design - O : c0 W
Manual prepared by The Aluminum Association Inc. Washington, D.C., 2005 Edition _ Z 4
3. ASCE 7-I0. U o N J'-0
Wind Loads \ 2 •• �i Z �\
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1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category-7 1. � �
2. Buie Wind Speed, Table 1609C, State ofFlorida Debris Region& Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: _ �j/ �S ............
VorT = 160 MPH, V-= 124 MPH h /
3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6:
Category TYPE I: Wood Shed: Non -Habitable. Unconditioned STORAGE AREA
PROFESSIONAL SEAL
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Roof Type
1. RoofType: EXISTING ONLY LU Q
Roof Material: EXISTING LLJ
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Foundation Design - 2X6SMB Z Q mit
Existing concrete slab. No additional concrete footing or slab is required to resist the 9'_7• A-2 EXISTING 4TH WALL W 1� o d
loads imposed upon the existing slab by the proposed construction if the existing slab is a HOST 9'-1e Q Q u
minimum of4" thick and in sound condition, free from structural cracking, spelling, or t Z C ui 3
other deterioration. cI O .0 Z u
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Specifications I I DOOR 2X4 ( I H z
The following specifications are applicable to this project a 3680 ® 16e a LL W G
1. All work shall be in accordance with the Sth Edition (2014) Florida Building Code, and any -I O.C. Z ( W ¢ a
other applicable local codes and regulations. Q 0 N O
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no Z a 9
manufacturer substitution is acceptable without the specific written. signed and sealed 9,-0' A A
authorization of5uncoast Aluminum Engineering LLC. X W 9,-Oe L
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3. Screen Material: Design based on 18/14 or20/20 Better View. Any other material must be WN a
approved c
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated - 5
to ASTM B633, or stainless steel series "300". 11'-O'
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5. All SelfMatrng Beam Sections are to be stitched with either 914 screws 6" from ends and � s
24" center to center or 412 screws 6" from ends and 12" center to center. Z a
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 -1 S R
one or more regulatory agency, the following specifications are applicable: a
a Concrete shall conform to ASTM C94 for the following components: J 3
I. Portland Cement Type I,- ASTM C 150 a
CANNEp a z o $ c
IllAggregates -Large /- l%-Aggregate 3/4'Cmax 260 ASTM C 33 p`, z n4 s E
iii. Air entraining+/-1 % - ASTM C 260 B y to � � m S Eo c
iv.Wmer reducing agent-ASTM C 494 St. LUC1e ED
O ED FLLmn F
v. Clean Potable water FF M
A. Other admixtures not permitted oUn V Z a ^n A 6
b. Metal accessories shall conform to: COMPONENTS & CLADDING - Vwsa z Z p--^- 9
i. Reinforcing Bus - ASTM A615,grade 60 (2) 2X4 TOP PLATE DESIGN PRESSURES FOR WINDOWS / DOORS:
ii. Welded wire fabric -ASTM A185 +30.4 PSF 40.7 PSF In W M - c
c. Concrete slum at discharge chute not less than3"or mom than 5'. Wateradded MNYL SIDING TO MATCH / - u
PADJUSTED CO-EFFICIANT FOR EXP C - 1.21
after hatching is not permitted. a +36.8 PSF / -49.2 PSF
d. Prepare and place concrete per American Concrete institute Manual of Standard p 3
Practice, Parts 1, 2, and 3 including hot weather recortunendations. Z� 1 3
HOUSE WRAP
e. Moist cure or polyethylene curing permitted 0 u
f Prior to placing concrete, treat the entire subsurface area for tern ites in compliance 7'hIESB PLANS AND ALL f OPOS5D tNOiiK = with the FBC. 1 2' PLY CDX c
g. Concrete shall be placed over a polyethylene vapor barrier. / :. pA�RE SUBJECT TO ANd CORRECTIOpJS "' a
It. All aluminum components embedded within concrete shall be coated with a - = REOUIRf?D BY FIELD LU
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bituminous paint or epoxy. 2X4 BOTTOM PLATE 11� rdSPECM11SS THAT
8. All lumber and plywood shall have grade cracks and treatment identification and Shall _ _ _ _ - -- - - - _ _ _ �_ _ �`- -� -- -
cgnform to the @Ilpwipg;_ _ _-_ _ - - - _ _ _ _ _ - _ _ _ _ _ _ _ gfCY MIMIC____-Q� t)--
�.. a Framing lmnber shall be minimum no.2 southemxellow oipe_andlravp rut-m '� _. - -�_ - - _ _. _ _ _ __� _. Ci0I.iPLyVITFFA pP�I(r'ABLEs. a..a= _ _zT
moisture com bar
f 15%� _ _ _ _ _ _ _ _ -
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b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcum, as U Z W N
recommended for the use condition. Pressure treated lumber shall be impregnated Tale F m
with a cca salt treatment in accordance with fs. tt-w-571 and bear the American 11-0' 0 N tY M
Wood Preservatives institute quality mark 1p-2. F O LL
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 DRAWN BY
paper, 10 and polyethylene sheet or equivalent material. /o v AG
9. Contractor shall provide Florida Product Approval information m to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for DATE DRAWN
anchoring the submitted windows to Aluminum members and specific sins as indicated on CONCEALED FASTENERS OR ATTACHMENTS ST. LUCIE COUNTY
A-1. � 10/01/15
10. Contractor shall provide any additional backing and anchors as required by the window BUILDING DIVISION
manufacturers recommended procedures.
ARE THE RESPONSIBILITY OF THE REVIEWED REVISION
11. All glass panels within 24" ofa door opening shall be oftempened glass per CONTRACTOR OFRECORD REVIEWED RCOMPLI
FBC-R308.4 1 -
12. All Bashing and weatherproofing shall be provided by the contractor. DATE
13. Use ofihese plans acknowledges and accepts a limit of liability not to exceed design and PLANS AND PERMIT SHEET NO.
engineering fee. MUST BE KEPT ON JOB OR A 1
NO INSPECTION WILL BE MADE
HOLLOW SECTIONS
2 x2: 2"x2"x0.046"
2 x3: 2"x3"x 0.050"
2 x4: 2"x 4"x 0.050"
2 x5: 2"x5"x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x 0.040"
Ix3: 1"x3"x O.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)
2x4SMB: 2"x4"x 0.044"x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2x6SMB: 2"x6"x 0.050"x 0.120"
2x7SMB: 2"x T'X0.057"x O.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SHAPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
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2133N�J
CONCEALED FASTENERS OR ATTACHMENTS
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ARE THE RESPONSIBILITY OF THE
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CONTRACTOR OF RECORD
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THESE PLANS AND ALL PROPOSM WORK
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ARE SUBJECT TO ANY CORRECTIONS
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REQUIRLD BY FIELD INSPECIORS THAT
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MAY BE NECMA'�Y IN Oi4DL'14 TO
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C0� ;PLY WITH ALL APPLICABLE CODES.
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1/2':12' YIN AX3'LAG
EXISTING RISER `ESCREWS
%PAN ROOF / /RPANELNE WASHERS
'
H 25 AT ALL
3"RISER PANELS / I I 2%4,
(2)16d TOE NAILS
EACH END
2-CS 16 EA END
3/4" SMS W/
=BUILDING_ - --- - — -
- - TYE"SMB- _
2"X2"X 118"X S"LONG
ALUM. ANGLE (4)1WX Z'
LAG SCREWS INTO W000
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1
H25 AT ALL STL
STUD CORNER FRAMING
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(4) #14 X 314- SMS INTO 2X6
SMB
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SIMPSON STRONG
WOOD FRAMING
LIT
AS-1 ISER PAN TO POST V-) 4TH WALL DETAIL
A-2 SCALE:NIS
HEADERSCHEDULE
OPENING
HEADERSIM
UP TO 74-
(2)T.T
T'TOS4-
(2)YxY
51S•TO T6
(2)2-x 1P
5'-7T01Zd
(2)Yx1T
TOP PLATE
DOUBLEZX
3 -16d x 5 EACH SIDE IN
EACH HEADER
HEADER PER SCHEDULE _
2 -2X4 STUDS MIN.
EACHSID6OROPENIN
16d@24"O.C. _
STAGGERED
2X4 STUDS @ 16" O.C.
BOTTOM PLATE
SINGLE ZX PT
SIMPSON STRONG TIE
A'A�1 TYPICAL WOOD FRAME WALL D DOOR SECTION
A-2 SCALE:NIS
(2) 2X4 TOP
HEADERSCHEDULE
OPENING
HEADER SIZE
UPTOTA'
Q12-xE
X5-TO 64-
f )2-xa-
5'S-TO VS
(2)Tx10-
S'-2 TO 1Z4-
MO x1T
BEARING CAPACITY OF SOIL
SHALLB�E�,fsV.ERIFIED BY LICENSED
CON TEACTOR PRIOR TO
POURING CONCRETE
THE SLASNOUNDATION AREA
SHALL BE CLEARED OF DEBRIS
-_ND ROOTS AND SHALCBE_ _
COMPACTED PRIORTO-
SUMMARY.
EXISTING SLAB
HEADER SCHEDULE
VINYL SIDING ON TY-VEX
VAPOR BARRIER PAPER OR
HOUSE WARP ON 11TAPA
RATED SHEATHING 2X4 S.Y.
@ 16"O.C.
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
H2SAT BOTTOM AND H.2 AT TOP
OF EACH STUD.
NAIL PATTERN:
Ed4"O.C.@EDGES _
_8d 4"-O.C-INFILL
2X4 STUD
@IV, O.0
(1) T x 4" PT BOTTOM PLATE
/'W! 3/8" x 4" SCREW ANCHOR
@2'O.C.
S TYPICAL WOOD FRAME WALL SECTION
A-2 SCALE: NTS
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10/01/15