HomeMy WebLinkAboutAPPROVED 8505 Paso Robles Blvd - PlansDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
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 : C
Applicable Codes, Regulation and Standards
1. The 7th Edition (2020) 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 7-16
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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 A185
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 a
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 location 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: New 8"x8" (1 #5 bar Cont.) thickened edge, 4" monolithic sl<
Concrete shall be a minimum 2,500 psi FIBERCRETE. Reber 31" lap splice. Use 3"
chairs. Per current edition of the FBC R401.4.1 or FBC 1806.2, soils testing is not
required for design using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
Composite 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
OTHER SELF MATING BEAMS
2 x 2: 2" x 2" x 0.046"
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
3.75 PFB: 2" x 3.75" x 0.05O"
2 x 3: 2" x 3" x 0.050"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
5.75 PFB: 2" x 5.75" x 0.055"
2x4: 2"x4"x Oo5O"
2x6SMB: 2"x6"x 0.050"x 0.120"
COLUMNS
2x 5: 2"x5"x 0.050"
2x7SMB: 2"x7"x 0.057"x 0.120"
2x 8 SMB: 2"x8"x 0.072"x 0.124"
2x 9SMB: 2"x9"x 0.072"x0.124"
3x3: 3"x3"x 0.125"
4x4: 4"x4"x O.125"
6x6: 6"x6"x 0.125"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
2 x 10 SMB: 2" x I ONO 092" x 0.398"
1 x 3: 1"x 3' x 0.045'
MINIMUM FASTENER EDGE DISTANCE: 1/2" KB: KNEE BRACE
MINIMUM FASTENER SPACING: 3/4" RC: REC. CHANNEL
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 BUILDEX 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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3" 0.032" ALUM. SKIN 1-LB EPS FOAM
CORE PANEL ROOF. MINIMUM SLOPE
OF 1/4" PER FOOT, OR AS SHOWN IN
DIMENSIONS. (Roof: FL7561.1)
1X2 (TYP)
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MIN. ]500 PSI CONCREI SCREEN
ENCLOSURE FOOTEN
OUANTITYWIDTH PER NOTES REINFORCEMENT
MEN eE of
REINFORCEMENT PER FOUND RE FOR
DESIGN NOTE SHOWNMAINTAIN
HERE FOR
ILLUSTRATION. MAINTNN ]' CLEM
CONCRETE COVER.
NOTES:
1. CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED, WELL GRADED CLEAN SAND FILL.
2. CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOUDATED TO REMOVE ALL VOIDS IN BLOCK
CELLS AND AROUND REINFORCEMENT.
3. REBAR SHALL HAVE A 31" LAP SPLICE. USE 3" CHAIRS TO MAINTAIN 3' CLEARANCE FROM THE SOIL
RIBBON FOOTING
1'-0"
FRONT ELEVATION
ALUMINUM COIL KICKPLATE.
FASTEN WITH #12 x 3/4" SMS @
12" O.C. INTO EACH MEMBER.
(TYP)
This item has been elers
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tronicalb signed and.
sealed by Edward Roske
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ture. Printed copies of
No.'s ? iss '
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considered signed and
sealed and the signature
STATE OF
mast be wri>:md ❑n any
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Edward Rosk
2020.12.
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN
LONGER THAN THE PANEL THICKENESS. W/�
NEOPRENE WASHER ON EACH LAG
3" X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4" TOP AND
BOTTOM AS END CAP
(2) 3/8" DIA THRU BOLTS
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1"x 2"
W/ (2) #10 x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHT & (1) #14 X 2" SMS
6" FROM EACH SIDE OF
UPRIGHT & @ 24" O.C.
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
2'k7k1/8" ANGLE EA
SIDE
(1) 3/8" DIA CONCRETE
SCREW ANCHORS INTO
EACH LEG
COMPOSITE ROOF TO BEAM
2 SCALE:NTS
— (1) 1/2" DIA THRU BOLT WITH
NYLOCK JAM NUT (JAM NUT WITH
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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AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
1X2 O.B. ANCHORED TO CONCRETE
WITH 1/4" DIA. CONCRETE SCREW
ANCHOR @ 24" O.C. MAX
(4) #14 x 3/4" SMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH #12 x 3/4"
4 SMS @ 24" O.C.
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
#14 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM
W/ 1-1/2" DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
ROOF PANEL
(2) 1/4" DIA. X 3" LAG SCREWS @ 6" O.C.
1" X 1" X 1/8" ALUM ANGLE
W/ (3) #14 X 3/4" SMS IN
COMPOSITE PANEL
FLANGE INTO UPRIGHT.
RECEIVING CHANNEL
(BOTH SIDES OF UPRIGHT)
SEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
III
9e
01X2 � n� UPRIGHT
(4) #14 x 2" SMS THRU 1X2
INTO POST TOP VIEW
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
CR-1 COMPOSITE ROOF TO HOST
2 SCALE:NTS
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
\ / CUT FASCIA
1/8" x 2" x 2" ANGLE WITH
�(4)
#14 x 3/4" SMS INTO
® ®
POST
® O
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
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SIDE VIEW
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1x2 O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA.
-
ANCHOR (MIN. 1-1/4"
---
EMBED) @ 24" O.C.
1
#14 x 3/4" SMS INTO
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d d m ANCHOR. EMBED MIN.
c 2-1/2"
a 6" < d
d
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
DJ-1 DOOR JAMB CONNECTION
2 SCALE:NTS
(2) 1/4" x 3" LAG SCREWS, 6"
FROM END & @ 16" O.C.
CONC.
(2) 1/4" DIA. x 2 1/4"
CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 16" O.C.
OPTION 1:
(4) #10 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP OR--"'
SELF -MATING BEAM
ONLY
WOOD:
#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.
OPTION 2:
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (TYP)
I URLIN / GIRT / CHAIR RAIL
M-1 PURLIN / GIRT / 0.13 TO HOST CONNECTION
2 SCALE:NTS
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