HomeMy WebLinkAboutRevision - 2012-0720 - Signed PlansOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
12174 Riverbedn Trace Port St Lucie, FL 34984
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Changes to left elevation - please see attached revised engineers drawings.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1258459
BUSINESS NAME: The Porch Factory LLC
QUALIFIERS NAME: James Brann
ADDRESS: 705 N 39th St
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME): 772-465-6772
OWNER/BUILDER INFORMATION:
NAME: Gary Martinez
ADDRESS:12174 Riverbend Trace
CITY: Port St Lucie
PHONE (DAYTIME: 561-629-6421
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: Seaside Engineers
ADDRESS: 4265 60th Ct
CITY: Vero Beach
PHONE (DAYTIME): 772-202-8008
SLCCC: 9123109
Revised 06130117
STATE: FL
ST. LUCIE CO CERT. #:
ZIP: 34947
FAX: 772-465-3252
rAA:
I
ZIP: 34984
ZIP: 32967
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1,
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT= 150 MPH
3. Exposure Category, Paragraph 1609.4.3 : D
Applicable Codes, Regulation 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 Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects
1. Where concrete specification are required, whether in the screen enclosure scopE
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/- 1 % - ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene curing required.
1.6. . Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc
6X6 W1.4/W1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections and PFB are to be stitched with either #14 screws
6" from end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 and FBC 454.1.3.1.9.
6. Door locafion shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 12"x12" Thickened Edge 6" Slab on Grade
Existing concrefe-No aaditionaTconcreTe food is required to resisf1he loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
Roof Type Screen Size
Gable 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
OTHER SELF MATING BEAMS
2 x 2: 2" x 2" x ().D46"
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
3.75 PFB: 2" x 3.75" x 0.050"
2x3: 2"x3"x0.050"
2x5SMB: 2"x5"x0.050"x0.10V'
5.75 PFB: 2"x S.75"x 0.055"
2x4: 2"x4"x0.050"
2x 6 SMB: 2"x 6"x 0.050"x 0.120"
COLUMNS
2x5: Z"x5"x 0.050"
2x7SMB: 2"x7" x 0.057"x 0.120"
2x:SMB: 7'x8"x 0.072"x 0.124"
2x9 SMB: 2"x9"x0.072"x0.124"
3x3: 3•'x 3"x 0.125"
4x4: 4"x4"x 0.125"
6x6: 6"x6"x0.125"
OPEN BACK SECTIONS
I.x 2: 1" x 2" x 0.040"
2 x 10 SMB: Z" x 10"x0.09Z' x 0.398"
1 x 3: 1" x 3" x 0.045"
MINIMUM FASTENER EDGE DISTANCE: 1/2" KB: KNEE BRACE
MINIMUM FASTENER SPACING: 314" RC: RE C.CHANNE
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
CONCRETE SCREW ANCHOR : SHEET MATEL SCREWS (SMS) :
2 x 3 Snap: 2" x 3" x 0.050"
SIMPSON TITEN HD OR EQUIVALENT ITW BUILDER OR EQUIVALENT
2 x 4 Snap: 2'x 4"x 0.045"
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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EXISTING KNEE WALL
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PLAN VIEW
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FRONT ELEVATION
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—NOTE - NOT ALL DETAILS ARE
1/8" BRACKET CUT
FROM 1" x 5" ANGLE.
CONNECT WITH (9)
#14 X 3/4" SMS
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10
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMBEDMENT INTO
CONCRETE
FOUNDATION PER PLAN
THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS...
Note - Orientation may be different.
3/16" GUSSET
1-1/4" x 5-5/8" x 118"
ALUM. FLAT BAR.
6063-: 6 ALUM.
PURLINS ATTACHED TO BEAM
WITH (4) #10 x 1-1/2" SMS WITH
WASHE INTO SCREW BOSSES.
N4.
#14 X 3/4" SMS @ 1-1/4" O.C.
EVE RAIL
dEYE
BOLT FOR CABLE TENSION'
2
F;
BR-1 CABLE BRACING
2 SCALE:NTS
(2) 3/8" DIA. x 3" EMBED
CONCRETE SCREW ALTERNATE CONNECTION
ANCHOR
1/8" S.S. CABLE
1-1/4" x 55/8" x 118" ALUM. FLAT
BAR. WITH (2) 3/8" DIA. CONCRETE
ANCHORS. MIN. 2.314" EMBEDMENT
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2"x2"x1I8" ANGLE EA (1) 1/2- DIA THRU BOLT WITH
NYLOCK JAM NUT (JAM NUT WITH
SIDE THREADLOCKER MAY BE USED, IN
LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) #14 x 3/4" SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
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TOP VIEW
SIDE VIEW AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
(1) 3/8" DIA CONCRETE 1X2 O.B. ANCHORED TO CONCRETE
SCREW ANCHORS INTO WITH 1/4" DIA. CONCRETE SCREW
EACH LEG ANCHOR @ 24" O.C. MAX
(4) #14 x 3/4" SMS INTO POST —�
FOR CORNER CONNECTION
FASTEN 1X2 WITH #12 x 3/4"
SMS @ 24" O.C.
O
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X
I01X2 ® UPRIGHT
.. (4) #14 x 2" MS THRU 1X2
INTO POST TOP VIEW
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL.
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION
2 SCALE:NTS
1/8" x 2" x 2" ANGLE WITH
(4) #14 x 3/4" SMS INTO
O O
POST
OO
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
fd
CONCRETE EMBEDMENT
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Z
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° •
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SIDE VIEW
J PER PLAN
1x2 O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA.
ANCHOR (MIN. 1-1/4"
EMBED) @ 24" O.C.
#14 x 3/4" SMS INTO
(1) 3/8" DIA. CONC.
ANCHOR. EMBED MIN.
2-1/2"
FOOTING. SEE PLAN FOR
DETAILS
OPTION 1.
(4) #10 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP ORS I'
SELF -MATING BEAM
ONLY
#10 x 3" WOOD SCREWS @ 6" FROM
ENDS & 12" O.C.
CONC.
1/4" DIA, x 3" CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 24" O.C.
PTION 2:
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (TYP)
—PURLIN / GIRT / CHAIR RAIL
M-1 PURLIN / GIRT / 0.13 TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN / DETAILS
PURLIN PURLIN
2EAM THRU GUSSET PLATE BRACE INTO
�'/ 4 B
BRACE AT INTERMEDIATE JOINT
O
0 G�
00 4" MAX 0e
qa
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EAVE RAIL
— 1/4" DIA. THRU BOLT WITH NYLON
BRACE AT EAVE RAIL WASHER & STAINLESS STEEL NUT
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SHEET
DJ-1 DOOR JAMB CONNECTION BR-3 ROOF BRACING
2 SCALE:NTS 2 SCALE:NTS -2
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
1"X 2" OPEN BACK FASTENED TO-
BEAM/PURLIN WITH (2) #10 x 2-1/2"SMS
THRU BEAM/PURLIN INTO SCREW
BOSSES. CONNECT 1X2 TO FASCIA
WITH (1) 1/4" DIA. X 1-12" LAG BOLTS @
6" FROM ENDS AND 24" O.C.
2" x 2" x 118" x 2" ANGLE WITH (4
0 0
#14 x 3/4" SMS INTO BEAM/PURLIN
0 0
AND (4) [(2) IF 1X2 IS SCREWED TO
BEAM USING SCREW BOSSES) #14
6 O O
X 3/4" SMS INTO 1X2 (OR GUTTER).
A
4' oR
REPEAT ON OTHER SIDE OF
< O 0
BEAM/PURLIN
ONTRACTOR TO VERIFY FASCIA IS
NOT REQUIRED ON PURLIN. 2" x 2"
MINIMUM OF 2" x 4". IF LESS, 2" X 4"
x 1/8" x 2" RECEIVING CHANNEL
PT SUB FASCIA SHALL BE PLACED
WITH (4) #14 x 5/8" SMS INTO BEAM
BEHIND EXISTING AND LAG LAG
AND (1) 1/4" DIA. X 2" LAG BOLT
SCREWS SHALL BE LENGTHENED
INTO FASCIA.
TO FULLY PENETRATE SUB FASCIA.
IF NO FASCIA IS EXISTING, ADD 2" x
4" PT FASCIA WITH 1/2" DIA. LAG
BOLTS, EMBEDDING 1-1/2" INTO
TRUSS TAILS. PRE -DRILL WITH 318"
DIA BIT TO PREVENT SPLITTING.
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA.
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-6 BEAM/PURLIN
TO FASCIA CONNECTION
3 SCALE:NTS
ROOF BEAM PER PLAN
O O O 24"
7OFBEAM.
F�
M "H" CHANNEL WITH
EACH FLANGE. BOTH
12 ON EACH END, 24
E)
KB-1 KNEE BRACE
3SCALE:NTS
MEMBER SIZE
EDGE "C"
2X4
tl2"
2X5
1"
2X6 - 2X10
11 /2"
FLASHING
EAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) #10
x 1-1/2" SMS
ATTACH 1X2 TO EAVE RAIL
WITH #14 x 1-1/2" SMS @ 6"
FROM ENDS 8 24" O.C.
(1) 1/2" DIA, x 2-1/2"THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYLOCK JAM NUT. DO NOT
OVERTIGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
3 SCALE:NTS
..i--n-1--u
PURLIN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURLIN SCREW
BOSSES WITH (2) #10 x 4"
SMS
ATTACH 1X2 TO EAVE RAIL
WITH #10 x 1-12" SMS @ 6"
FROM ENDS & 24" O.C.
2" x 7" x 118" PLATE WITH (4) #1,
x 3/4" SMS EACH SIDE OF BEAD
UPRIGHT PER PLAT
w
a
RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS
SEE BEAM
CONNECTION FOR
THICK "Z" BRACKET @ EACH BEAWPURLIN.
SEE BEAM ATTACHED
CONNECTION FOR BRACKET TO FASCIA W/ 3/8" x 3" LAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
DETAILS
DETAILS 3/8" X 3" LAG @ 24" O.C. ELSEWHERE.
CARRIER BEAM PER PLAN
1"X 2" OPEN BACK IS NOT NEEDED IF
®
GUTTER HAS SPLINE GROOVE.
OTHERWISE, CONNECT 1X2 TO
BEAM/PURLIN WITH (2) #10 x 2-1/2" SMS
36"
THRU BEAMIPURINTO SCREW
0000
BOSSES. CONNECTLIN GUT -TER iX2 TO
WITH (1) #14 x 1-1/2" SMS @ 6" FROM
0000
ENDS AND 24" O.C.
IT,g
LU
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=
OF,p
d
0.050" ALUMINUM "H" CHANNEL WITH
(4) #14 x 1" SMS EACH FLANGE. BOTH
SIDES OF KNEE BRACE.
2" X 2" X 1/8" ANGLE WITH (3) #14 x
lA/2" SMS EACH FLANGE, BOTH
SIDES OF KNEE BRACE.
KB-Z KNEE BRACE
3 SCALE:NTS
2"x 2" x 1/8" x 2" ANGLE WITH (4)--
#14 x 3/4" SMS INTO BEAM/PURLIN
AND (4) 1(2) IF 1X2 IS SCREWED TO
BEAM USING SCREW BOSSES) #14
X 3/4" SMS INTO 1X2 (OR GUTTER).
REPEAT ON OTHER SIDE OF
BEAM/PURLIN
WHEN BEAM IS LARGER THAN GUTTER,
2 1/8" x 1 1/8" x 0.062" (MIN.) ALUM
RECEIVING CHANNEL W/ MIN. (2) #12 x
3/4" SMS
NOTE:
(2) 3/8" DIA x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
CONTRACTOR TO VERIFY FASCIA IS
MINIMUM OF 2" x 4" . IF LESS, 2" X 4"
PT SUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND LAG LAG
LSUPER GUTTER SCREWS SHALL BE LENGTHENED
TO FULLY PENETRATE SUB FASCIA.
IF NO FASCIA IS EXISTING, ADD 2" x
4" PT FASCIA WITH 12" DIA. LAG
.062" BACKING PLATE BOLTS, EMBEDDING 1-1/2" INTO
ON INSIDE OF GUTTER TRUSS TAILS. PRE -DRILL WITH 3/8"
DIA BIT TO PREVENT SPLITTING.
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA.
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE:NTS
4)
V
SHEET
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