HomeMy WebLinkAboutRevisions; Corrected Plans showing screenroomOFFICE USE ONLY:
DATE FILED: 7 1
REVISION FEE:
PERT IIT #
RECEIPT #
PLANNING DEVELOPMENT
BUILDING & CODE REGULATION D-
ii VIRGINIA AVEQ)-#I-�`
'.¢
FORT PIERCE, FL 3498.j
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APPLICATION F1' BUILDIN'il wA1 P� 3 a
PROJECT1 1
R•
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: L;e /cl
BUSINESS NAME: 3'
QUALIFIERS NAME:
ADDRESS: //3,F0 JIA) Oiff- Leo,
ST. LUCIE CO CERT. #:
Lt-G
CITY: &t 6t si STATE: FL
PHONE (DAYTIME): 722 e03 -,3 Y.M FAX:
OWNER/BUILDER INFORMATION:
ADDRES§: `ou
CITY:,VdIY VSTATE: /--,e
PHONE (DAYTIME: X3 37( Qq FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
PG v
.4�d
CITY: �>,'C " STATE: i
PHONE (DA TIME):
SLCCC: 9123109
Revised 0 /3 VVl7
ao 2-1 � fckup
ZIP:
ZIP: .3
ZIP: 33( D 9
FAX:
CONTRACTOR: JSJ Doors & WindoNvs
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 ADMl 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 High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load: 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: V- =150 MPH, Nominal Design Wind Speed: VAsr =116
MPH.
3.3. Exposure Category, Section 1609.4.3; Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room:
Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida
Product Approval Number FL 7561-R4.
Foundation Design
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 to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
6. 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.
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 34' 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 - ASTMA185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
hatching 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 flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. 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 GOOGLE EARTH.
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2X3X0.050
2X3X0.050
FLAT
FLAT
FLAT
FLAT
END BEAM
END BEAM
END BEAM
END BEAM
2X9SMB
2X9SMB
2X9SMB
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EDGE BEAM
INT BEAM
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END BEAM
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
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24" ALUMINUM
KICKPLATE
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TP
07/15/20
REVISION
A 05/11/21
9
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5'-9" - 5'-9" 5'-9" 5'-9"
23'-0"
1�+
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
NEW
2 x 2: 2" x 2" x 0.046"
3" x 3" x 3" x 1/4" ALUM ANGLE
2 x 3: 2" x 3" x 0.050"
EACH SIDE OF UPRIGHT
2 x 4: 2" x 4" x 0.050"
EXISTING W/ (4) #14 x 1" SMS INTO POST
2 x 5: 2" x 5" x 0.050"
2" x 2" x 3" xl/4" ALUM ANGLE ® AND (2) 3/8" DIA. CONCRETE SCREW
ANCHORS (MIN T CONC EMBEDMENT)
EACH SIDE OF UPRIGHT ®
OPEN BACK SECTIONS
W/ (2) 3/8" DIA. THRU BOLTS
1x2: 1"x2"x0.040"
THRU THE POST AND
(1) 3/8" DIA. CONCRET
1 x 3: 1" x 3" x 0.045"
ANCHOR
(MIN 3" CONC EMBEDMENT)
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"
2x7SMB: 2" x 7" x 0.05T'x 0.120"
2 x 8 SMB: 2" x 8" x 0.072"x 0.124"
2x9SMB: 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:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
EXISTING
2" x 2" x 3" xl/4" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (2) 3/8" DIA. THRU BOLTS
THRU THE POST AND
(1) 3/8" DIA. CONCRETE SCREW
ANCHOR
(MIN 3" CONC EMBEDMENT)
L..-J
3" x 3" x 0.090"
3" x 3" x 0.090"
EXISTING
2" x 7x 3" xl/4" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (2) 3/8" DIA. THRU BOLTS
0 THRU THE POST AND (1)
3/I DIA. CONCRETE SCREW ANCHOR
(MIN 3" CONC EMBEDMENT)
at• °
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SIDE VIEW
B " x 3" POST TO CONCRETE W/ PAVERS CONNECTION DETAIL
A n SCALE: NTS
EXISTING
2" x 2" x 3" xl/4" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (2) 3/8" DIA. THRU BOLTS
0 0 THRU THE POST AND (1)
3/8" DIA. CONCRETE SCREW ANCHOR
d,- (MIN 3" CONC EMBEDMENT)
KICK PLATE NOTES:
1. 0.024 ALUM
2. SCREW ALL CORNERS
3. 100 B - 120 B WIND ZONES
USE #8 x 5/8" SMS @ 12" O.C.
4. 120 C - 140 B WIND ZONES
USE #8 x 5/8" SMS @ 8" O.C.
5. 140 C - 150 B WIND ZONES
USE #8 x 5/8" SMS @ 6" O.C.
6. 150 C & ABOVE WIND ZONES
USE #12 x 5/8" SMS @ 6" O.C.
7. SCREW GIRT, BOTTOM RAIL
& BOTH SIDES
8. MAX KICK PLATE HT = 36"
1" x
2" x 2" HOLLOW
SECTION CHAIR RAIL
2" x 2" x 1/8" ALUM ANGLE
W/ (4) #14 x 1" SMS INTO
CHAIR RAIL & (4) #14 x 1 5/8"
INTO UPRIGHT EACH SIDE
OF UPRIGHT
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A_2 SCALE: NTS
1" x 2" OPEN BACK STITCHED
TO ALUM POST W/ (1) #12 x
1 1/2" @ 12" O.C. W/ 1ST 6"
FROM ENDS
WOOD:
1/4" DIA. x 3" WOOD SCREWS,
6", FROM GIRT & @ 12" O.C,
CONC:
1/4" DIA. x 3" CONCRETE
100 SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
` REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
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' ° a 3" x 3" x 0.090" I 1" x 3"
POST
�•'.`.`',a..., I "VISION
SIDE VIEW
B-2 " x 3" POST TO CONCRETE W/ PAVERS CONNECTION DETAIL
A-2 SCALE: NTS
C 1"x2"TO3"x3"POSTDETAIL
A-2 SCALE: NTS
C', 1X3 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
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DATE DRAWN
07/15/20
REVISION
05/11/21
SHEET NO:
A-2-
3" x 3" x 0.090" HOLLOW
SECTION CHAIR RAIL
0.125" x 1 1/2" x 31/8" x 1 1/2"
INTERNAL OR EXTERNAL
ALUM RECEIVING CHANNEL
W/ (4) #14 x 1" SMS INTO
CHAIR RAIL EACH FACE &
(4) #14 x 1" SMS INTO
UPRIGHT
3" x 3" x 0.090"
POST
C-Z CHAIR RAIL TO UPRIGHT DETAIL
A-3 SCALE: NTS
i
3" x 3" x 0.090"
NEW
3" x 3" x 3" x 114" ALUM ANGLE
ON OUTSIDE OF UPRIGHT
W/ (2) 3/8" DIA. THRU BOLTS
THRU THE POST AND (2)
3/8" DIA. CONCRETE SCREW ANCHOR
(MIN 3" CONC EMBEDMENT)
EXISTING
2" x 2" x 3" xl/4" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (2) 3/8" DIA. THRU BOLTS
THRU THE POST AND (1)
3/8" DIA CONCRETE SCREW ANCHOR
(MIN 3" CONC EMBEDMENT)
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CP-1 3" x 3" POST TO CONCRETE @ CORNER DETAIL
A-3 SCALE: NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY
W/ (4) #14 x 3/4" SMS
INTO DJ
BRICK PAVERS-
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CONCRETE
3" x 3" x 0.090"
POST
3" x 3" x 0.090"
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POST
SLAB /FOOTING
SEE PLAN
(2) 318" DIA. CONCRETE
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SCREW ANCHORS
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(3" CONC. EMBED)
INTERNAL / EXTERNAL
I I EXISTING
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3" x 3" x 1/8' EXTRUDED
I 2" x 2" x 3" x1/4' ALUM ANGLE
POST BASE W/ (2) 3/8"
DIA. THRU BOLTS
EACH SIDE OF UPRIGHT
I W/ (2) 3/8" DIA. THRU BOLTS
THRU THE POST AND (1)
(4) #14 x 3/4" SMS_
INTO DJ
PAVERS
I DIA. CONCRETE SCREW ANCHOR
(1) 3/DIA. CONCRETE
(MIN 3" CONC EMBEDMENT)
(MI
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SCREW ANCHORS-
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(21/4" CONC. EMBED)
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SIDE VIEW
CP-2 3" x 3" POST TO CONCRETE CORNER DETAIL
A_3 SCALE: NTS
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CP _ 3" x 3" POST TO CONCRETE CORNER DETAIL
A-3 SCALE: NTS
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REVIEWED FOR
CODE COMPLIANCE
STa LUCIE COUNTY
OCC
®® REVISION
2 1/4" MIN
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ANCHOR
EMBEDMENT .
SIDE VIEW
1 " x 3" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST L J
AND 24" O.C. MAX a a ,
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FRONT VIEW
DJ-1 UPRIGHT TO CONCRETE W/ PAVERS
A-3 PRE -HUNG DOOR LOCATION DETAIL
SCALE: NTS
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DATE DRAWN
07/15/20
REVISION
05/11/21
ZL
SHEET NO:
A-3-
#14 SMS x 1" MIN. LONGER \ ...... �� ,
"
THAN PANEL W/ 1 1/2" DIA. #14 x 4" SMS W/"
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NEOPRENE FACED WASHER-1 1/2DIA. NEOPRENE \\ �/ ; ' •.• y/
ALONG LENGTH
GWASHER @ 6" O.C.
@ 12" O.C. ALONG LENGTH TH OF 2" x 9" SMB � LL
OF ALL END BEAMS • �' '
3" x 0.062" ALUM � Q Q �•
3" x 0.062" ALUM #14 x 4" SMS W/ RECEIVING CHANNEL 0
RECEIVING CHANNEL 11/2"DIA . NEOPRENE W/#10 x3/4" TOP AND 3" COMPOSITE a LLI ( * LLI W"
W/ #10 x 3/4" TOP AND FACED WASHER @ 6" O.C. BOTTOM AS END CAP ROOF PANEL Q Q
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0.125" x 1 1I2" x 31/8" x 1 1/2"
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x 1 1/2" x 31/8" x 1 1/2"
INTERNAL OR EXTERNAL
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INTERNAL OR EXTERNAL
ALUM RECEIVING CHANNEL
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ALUM RECEIVING CHANNEL
W/ (4) #14 x 1" SMS INTO
MIN
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W/ (4) #14 x 1" SMS INTO
UPRIGHT EACH FACE & (4)
•
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(8) #14 x 3/4" SMS INTO
0 _
BEAM EACH SIDE &
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d
CARRIER BEAM
RE"VIE ED FOR
S-1 COMPOSITE ROOF TO POST CONNECTION
nCOMPLIANCE
S COMPOSITE ROOF TO POST CONNECTION
A_4,
SCALE:
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FACED WASHER @ 6" O.C.
ALONG LENGTH OF 2" x 9" SMB
3" x 0.062" ALUM #14 SMS x 1" MIN. LONGER
RECEIVING CHANNEL THAN PANEL W11 1/2" DIA.
W/ #10 x 314" TOP AND 3" COMPOSITE
BOTTOM AS END CAP ROOF PANEL NEOPRENE FACED WASHER
@ 12" O.C. ALONG LENGTH
3" x 0.062" EXTRUDED OF ALL END BEAMS
�4 Vic:•. :g�ft ..i,`^;y 4`s wk <' t e••:�y t dam'' " tint:to:; RECEIVER CHANNEL W/
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FLAT END BEAM
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2" x 9" SMB
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-- - - — _ _
(5) 3/8" DIA -- _
THRU BOLTS
(TOTAL) -- - _
2" x 3" x 1/8" ALUM ANGLE
EACH SIDE OF UPRIGHT W/
(4) #14 x 1" SMS INTO EDGE-,-,,f
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x x 3" x 1/#1 ALUM
BEAM & (3) 3/8" DIA. THRU
-�
II
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2" x 9" SMB A x 1" SMS INTO
ANGLE
L (4)
BOLTS INTO BEAM
EDGE BEAM EACH BEAM & (2) 3/8" DIA. THRU
EA (2)
POST NOTCHED TO RECEIVE
BOLTS INTO POST
2" x 9" SMB. ATTACHED W/ (5)
NOTCHED
3/8" DIA. THRU BOLTS
3" x 3" x 0.090"
3" x 3" x 0.090"
POST
S-2 COMPOSITE ROOF TO POST CONNECTION
A_A SCALE: NTS
3" COMPOSITE
ROOF PANEL
x 3" x 0.050'
AT END BEAM
S-3 COMPOSITE ROOF TO CORNER POST CONNECTION
A_A SCALE: NTS
3" x 0.062" EXTRUDED
RECEIVER CHANNEL W/
(2) #14 x 1" @ 12" O.C.
ALONG EDGE BEAM
x1"SMS @12"O.C.
TOP AND BOTTOM W/ 1 1/2"
DIA. NEOPRENEWASHER
@ TOP SCREW ONLY
COMP PANEL
S-4 COMPOSITE ROOF TO POST CONNECTION
A_A SCALE: NTS
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DRAWN BY
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DATE DRAWN
07/15/20
REVISION
QQ 05/11/21
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ROOF PANEL FACED WASHER @ 12" O.C. `" rr
FACED WASHER @ 6" O.C. 3" COMPOSITE CC Wmw
ALONG LENGTH OF 2' x 9" SMB PANEL G Ut ' ,� �'^ z m
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:i%„i y.S15�'+.rM , . e "th+ . �..+a`bf„; j;'fl `,i?r.� 5,�y kS•uh j1!:';i. FLAT END BEAM 3" x 0.052" ALUM � z ¢ h �+'
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RECEIVING CHANNEL c
— — -- — - - 2" x 2" x 1/8" x 3" LONG EDGE BEAM
L- — Wl #10 x 3/4" TOP AND �$
® 6063 T-6 ALUM. ANGLE ~
EACH SIDE OF UPRIGHT BOTTOM AS END CAP 0 L� Ln C
o I (4) #14 x 1" SMS EACH FLANGE ® ® LL 3 2" x 9" SMB
m o o m o
0 2"x9"SMB
I I 2" x 3" x 1/8" ALUM ANGLE a
EACH SIDE OF UPRIGHT W/ 3
® I I I ® I (4) #14 x 1" SMS INTO EDGE C
BEAM & (3) 318" DIA. THRU LL
® ( I ® I BOLTS INTO BEAM C
o l l I 1"x 2" x 1/8" CHANNEL GUTTER — I
® BRACE REQUIRED AT ALL BEAM OR — — — — Z
UPRIGHT ATTACHMENT POINTS W/ — -
- (2) #10 x 3/4" SMS INTO GUTTER LIP POST NOTCHED TO RECEIVE I I (1) 3/8" DIA. x 4" LAG L
2" x 9" SMB. ATTACHED W/ (5) SCREW INTO EXISTING W
OVERHANG FRAMING/
(1) 3/8" DIA. x 4" LAG 3/8" DIA. THRU BOLTS � I N Z) C
RAFTERTAIL 0 Z
1 1/2" x 21/8" x 1 1/2" x 0.125" SCREW INTO EXISTING 3" x 3" x 0.090" W W u
BEAM DEPTH CHANNEL W! OVERHANG FRAMING / POST > c
(8) #14 x 3/4" SMS INTO I RAFTER TAIL Q LL
BEAM EACH SIDE & 27" MAX U) W H
(8) #14 x 3/4" SMS INTO 27 MAX I 3" x 3" x I KNEE WALL i i Z U H
POST & END BEAM KNEE WALL 0.090" HEIGHT Q Z
HEIGHT J
UPRIGHT ui Z OZ F- co
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CONTRACTOR TO VERIFY 2" x 4" CONTRACTOR TO VERIFY 2" x 4" TP
FASCIA -IF LESS THAN2"x4„ 3"x2"x1/8"ALUM FASCIA - IF LESS THAN 2"x4" DATE DRAWN
ANGLE W/
3" x 2' x L #14 x 1x 1 ALUM " SMS_'/FASCIA, 2" x 4" SUB FASCIA SHALL
ANGLE W/ (8) #14 x l" SMS FASCIA, 2" x 4" SUB FASCIA SHALL
BE PLACED OVER, LENGTHEN LAG EACH LEG EACH SIDE BE PLACED OVER, LENGTHEN LAG 07/15/20
EACH LEG EACH SIDE SCREWS TO FULLY PENETRATE SUB
SCREWS TO FULLY PENETRATE SUB SUPER GUTTER FASCIA. IF OTHER FASCIA, ADD 2" x REVISION
FASCIA. IF OTHER FASCIA, ADD 2" x 4" PT FASCIA wl 1/2" LAG BOLTS-1
4" PT FASCIA w/ 112" LAG BOLTS -1 1 " x 2" x 1/8" CHANNEL GUTTER 1/2" INTO TRUSS TAILS - 05/11 /21
SUPER GUTTER 1/2" INTO TRUSS TAILS- BRACE REQUIRED AT ALL BEAM OR COUNTERSINK FLUSH. WHEN
COUNTERSINK FLUSH. WHEN UPRIGHT ATTACHMENT POINTS W/ INSTALLING 112" LAG SCREWS,
INSTALLING 112" LAG SCREWS, (2) #10 x 3/4" SMS INTO GUTTER LIP PRE -DRILL w/ 3/8" DRILL TO PREVENT
PRE -DRILL w/ 3/8" DRILL TO PREVENT SPLITTING.
SPLITTING. 4
S-6 COMPOSITE PANEL TRANSOM WALL DETAIL SHEET NO:
S-rJ COMPOSITE PANEL TRANSOM WALL DETAIL A-5
q-G SCALE: NTS SCALE: NTS A-5
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