HomeMy WebLinkAboutPlan, page 1CONTRACTOR: PIONEER SCREEN LLC
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10,
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY I.
'2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM V CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF 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
iil. AIR ENTRAINING+/- 1%-ASTM C 260
iv. WATER REDUCING AGENT-ASTM C 494
v. CLEAN PORTABLE WATER
A. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS -ASTM A615, GRADE 60
il. WELDED WIRE FABRIC - ASTM Al85
a CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3'
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
9. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER,
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"12"x050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
SCALE: NTS
JOB NO. 1702306
x
co
x
r
x
T
E
11' "
HOUSE WALL
2x3
DOOR
2x3
1x
N
2x4 SMB
cn
x
2x4 SMB
x
2x4 SMB
cD+V'
2x4 SM
N
80"
14,_0„ _ I
j
1X2
1X2
2
2 4 2
2x2
1x3
rr �• r• r' � ►r•r
THESE PLANS ARID ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
#MAYBE NECE$$ARY.IN ORDER TO
P4Y.1(YfiN �4LL'AP" ICAI i E CODES.
m
fn 2+
x
X
CQ
04 2x3
2x3
1x
2'-0"
I
t10 �- o-'8`t3
ST. LL' iF COUNTY Rn iIiLT \ E LTTi ISION
RMEWI D FOR CO. 4 \CE
REVIEWED BY
DATE U/b
PLANS AND P t RMIT MUST BE KEPT ON JOD
OR NO INSPECTION WrLL BE MADE.
7�k2 ,9' FASCIA
RESIDENCE
P\O�RCHE PANELS
1x3 1x3
M M M M W
2x3 a 2x3 bD
1x3 1x3
-0" 4'-0"
7'
\r
SHT. 1
,Villa.
rl
cV
O O :w N
♦ w a Z
E 7
� c
ui
nnin�� M w- U
�t
O
J
_
m
00
rn
�
M
�
c�
�
J
O Ln
Lu
Q
LL �-
Z
[
L11
M
0
LLI
Q
Q
Q
C)
Q
U
O
0 o
J
LL.
f—
U
U
J
Z
�
J
Lu
w
J
w
LL
U
y
O
� H
Q'
rn
F
W
z Z
o
=ZU
C7Z�
0
a
°a
o Q
�Nd
z
Z
U
W
'Q
K
a