HomeMy WebLinkAboutPLANS - THE PORCH FACTORYO(P-O
Design 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 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VOLT= 160 MPH
Exposure Category, Paragraph 1609.4.3: B
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 fallowing specifintions 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 B5
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 wring required.
1.6. Prior to placing concrete, beat the entire subsurface area for termites In
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with z
bituminous paint or epoxy.
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 Sell Mating Beam Sections 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 Residential Swimming Barrier requirements.
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 pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. All gashing 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 8"xB" Thickend Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
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BNAPSECTIORC: REC. CHANNE
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2.J8mp: Y.rxO.OST BIMPBON TTEN HD OR EOUNAIENT RW BUMEX OR EDUNRENT
2v 46nap: Yvi-a0.84S
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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EMBEDMENTINTO
CONCRETE
FOUNDATION PER PLAN
A-9BRA CABLE BRACING
A 22 SCALE: NTS
EVE RAIL
EYE BOLT FOR CABLE TENSION
US. S.S. CABLE
49
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1-1/4' x S-W' x l W ALUM. FIAT
BAR. WITH (2) 31B' DM. CONCRETE
ANCHORS MIN. 23l EMBEDMENT
2M'x118-ANGLE EA
(1)112-DIA THRU BOLT WITH
DE SI
NYLOCK JAM NUT (JAM NUT WITH
THREADLOCKER MAY BE USED, IN
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O FOR 2X2 AND 2X3 UPRIGHTS, USE
(4)814 x W1 SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUMCONCRETE
EMBEDMENT.
NwO
TOP VIEW
SIDE VIEW AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
(1) M- DIA CONCRETE
1X20.8. ANCHORED TO CONCRETE
SCREW ANCHORS INTO
WITH 1/4' DIA. CONCRETE SCREW
EACH LEG
ANCHOR@24 0.C.MAX
(4) 614 x3/6' SMS INTO POST
FOR CORNER CONNECTION
- FAETENIX2WTTH612x314'
SMS@24.O.C.�
OIX2I 0
Note - Orientation may be different.
X16-GUMET
PURUNS ATTACHED TO BEAM
WITH (4) 610 x 1-112-EMS WITH
WASHE INTO SCREW BOSSES.
#14 X314'EMS @1-1/4'O.C., //h Y/.���/�/�/���
O w
NOTES:
1zw
1.
SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ME
o O
FOR ILLUSTRATIVE PURPOSES. GO HOT COUNT SCREWS ON DRAWING.
n m'-
2.
GUSSET DIMENSIONS AREA MINIMUM (2) REaD - (1) EA SIDE OF BEAM -MAY BE INTERNAL
N W
OR EXTERNAL
3.
AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 111VVC SPACING.
4.
GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE
LE`M�
a u(4)814x2"ISMSTHRUlQ2
INTOFOST TOPVIEW
FRONT VIEW AT CORNER
DUPRIB-1
GHT TO FOUNDATION CONNECTION
A_2 SCALE:NTS
G-1 TYPICAL INTERNALJEXTERAL GUSSET CONNECTION
A-2 SCALE:NTS
Y (4) 014 x
® ® POST
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ANCHOR MINIMUM
CONCRETE EMBEDMENT
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PER PLAN
1x20.B. ANCHORED TO
CONCRETE WITH U4' DIA.
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EMBED)@24.O.C.
614 x We SMS INTO
°� a °m e l Z;�OR. EMBED MIN.
4.
FRONT VIEW
9DJ-1 DOORJAMB CONNECTION
A-2 SCALE:NTS
15' BACKING PLATE
WITH (4) 010 x 14Q'
SELF -MATING BEAM ix1—c
ONLY
WOOD:-
Al0 x 3- WOOD SCREWS @ S' FROM
ENDS 812' O.C.
CONC.
114-DR. x 3'CONCRETE SCREW
ANCHOR @ WFROM ENDS S 24' O.C.
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ST. L UCIE
M-� PURLIN / GIRT / O.B TO HOST CONNECTION
t2 1 SCALE: NTS
PER PLAN / DETAILS
PURUN I PURUN
0 V/ f `- B)EM1THRUGUSSETPIA914 X 2- SMS THRU TCE INTO
BRACE AT INTERMEDIATE JOINT
Ile DR. THRU BOLT WITH NYLON
BRACEATEAVERAIL WASHERS STAINLESS STEEL NUT
BR-3 ROOF BRACING
A_2 SCALE:NTS
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0,125'THICK Z BRACKET ®EACH BN
ATTACH BRACKET TO FASCIA WITH W x
PER BRACKET) AND TO GUTTER WITH
LAG
V %2.OPEN BACK IS NOT NEEDED IF -
GUTTER HAS SPLINE GROOVE.
OTHERWISE, CONNECT In TO
BEAWPURLIN WITH (2) 210 x2-1/T SMS
THRU BEA&VPURUN INTO SCREW
BOSSES. CONNECT In TO GUTTER
WITH (1) #10 x 1-112' SMS ® 6' FROM
ENDSAND24'0.0.
NOTE:
(2) 318' DIA, x 4' LAG SCREWS FOR
SPANS GREATER MAN 30'4°
ATTACH INSIDE FACE OF BEAM WITH
COLUMN USING 2' x T x 118• x BEAM
DEPTH LONG ANGLE WITH (8) 914 x Y4'
SMS EACH LEG.
COLUMN PER PLAN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1-1 • x 16' x 0.12Y ALUM STRAP WITH
(5)014x V4'INBOTH CARRIERSEAM
AND POST EACH SIDE. (10 TOTAL)
O
O
O
O
O
O
DETAIL AT CORNER
2' x T x 1/8'x Y ANGLE WITH (4
-CON CTORTOVERIFYFASCIAIS
O
014 x Y4• SMS INTO BEAMIPURUN
MINIMUM OF 2'x 4•.IF LESS, TX 4'
AND (4)[(2) IF 1%218 SCREWED TO
PT SUB FASCIA SHALL BE PLACED
_
BEAMUSINGSCREW BO=01I14
BEHIND EXISTING AND LAG LAG
UPER GUTTER
SCREWS SHALL BE LENGTHENED
O
%Y4• SMS INTO N (OR GUTTER)
REPEAT ON O.
THERSIDEOF
TO FULLY PENETRATE SUB FASCIA.
O
'x 2° O.D. ATTACH TO UPRIGHT
BEAMRURUN
IF NO FASCIA IS EXISTING, ADDT x
WITH(2)910X21WSMSTHRU
4' PT FASCIA WITH I2' CIA -LAG
O
UPRIGHT INTO SCREW BOSSES
WHEN BEAM IS LARGER THAN GUTTER,
.082°BACKING PLATE
BOLTS, EMBEDDING I-1/2-INTO
1'x 2' O.B. ATTACHE
PLUS 210 x 1 la' SMS 6' FROM
2118- x 1118' x D.Wr(NIIN) ALUM ON INSIDE OF CUTTER
TRUSS TAILS. PREDRILL WITH 318'
EACH SIDE OF POST
EACH SIDE OF UPRIGHTAND
RECEIVINGCHANNELWJ MIN. (2) 812x
DMBITTO PRE SPLTITNG
WITH B12x1-112'6MS
TYPICALAT24 0.C.MA%
314' SMS
®6' FROM BOTTOM
AND 24' O.C.
RH-1 BEAWPURLIN TO GUTTER CONNECTION
RG4 CARRIER BEAM TO COLUMN CONNECTION
A-3 SCALE: NTS
A_3 SCALE:NTS
ROOFB�PFR PLAN
2'. 2' 1/9' x 2' LONG ANGLE WITH -
NOTCH BEAM TO OVERLAP UPRIGHR) 012 x 1-1/2' SMS INTO POST& (1)
(6) 314 X Y4• SMS EACH SIDE WS'DIAX 2-1¢' CONCRETE SCREW
ANCHOR INTO UNCRACKED
SAVE RAIL PER PLAN CONCRETE(HOLEDEPTH=S-L4'
In INTERNALLY SCREWED THRU VXTO.S-
SMB WITH T2) S10 X 2' INTO SCREW
BOSSES
TABLE•A'
cetaM sla .°lAre1m
F.a,sm
04 1
«.
M B
b' AM ATTACHED
T BRACKET ® EACH
BEAM ATTACHEDA FASCIAD(1) x
3° LAGS (3 PER BRACKET) AND (1) 3B°
%3' lAG 024' G.D. ATGLIrtEq
COLUMNPER PIAN-
O.C.
TX4'X 1/8' ALUM. ANGLE WITH (e W
S14 X Y4' SMS INTO UPRIGHT AND (B) a
914 X T IWO GUTTER BRACE EACH
SIDE OF BEAM
CONTRACTOR TO VERIFY 2' x4' FASCIA -IF LESS THAN T x 4• FASCIA, T %4'
SUB FASCIA SHALL BE PLACED OVER, LENGTHEN LAG SCREWS TO FULLY
PENETRATE SUB FASCIA, IF OTHER FASCIA, ADD 2' x 4' PT FASCIA W 10 LAG
BOLTS- IIW INTO TRUSS TAILS- COUNTERSINK MEN INSTALLING 10 LAG
SCREWS. PREDRILL W S' DRILL TO PREVENT SPLITTWG 3•X WX lff ANGLE
WITH (41914 x 14W SMS EACH SIDE (TYP)
MANSARD BEAM TO TRANSOM WALL CONNECTION
V
SCALE: NTS
,,----(2) 318' DIA THRU BOLTS IN COLUMN
® / ANDINTEflNALANGLE6.
/� x2°x1N'(LENGTH=INTERIOROF
TDABLE AIACONC FOR O RETE CREWANCHORS SEE
UANTTYI MIN 2-
10111 .n,lml. .00
AT CORNER POST
AT CENTER POST
B'3 POST TO FOUNDATION INTERNAL CONNECTION
A-3 SCALE:NTS
NOTCH BOTTOM FLANGE O-
PURUN TO OVERLAP UPRIGH
EAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) 910
x 1-12 SMS
ATTACH In TO EAVE RAIL
WITH #10x 1-112- SMS ®5'
FROM ENDS & 24' O.C.
T x T'X 11B' PLATE WITH (2) 011
x Y4• SMS EACH S1DE OF BEM
UPRIGHT PER PLAI
REVIEWED FOR
®®E COMPL IAN
ST. LU07E CAJUN I
B®CC
C+-2 UPRIGHT TO PURLIN CONNECTION
A-3 SCALE:NTS
PLAN VIEW
ANCHOR
MEMBERSIZE
0OF
SCREWS
2X2-2X3
4
2X4-2X5
6
2%6-2%T
8
LU-2X6
10
Mo
12
ROOF BEAM/
PURUN PER PLAN
5/8• (TYP)
ATTACH ROOF BEAM!
IIIILII'Bn�IJllllll PURLIN TO WIRIER BEAM
WIRIER BEAM PER WITH Tx T x 10x [DEPTH
PLAN OF ROOF BEAMI N
ANGLE WITH 014.
x W4° SMS.
OF SCREUE WS.
ANTITf
CH
OF SCREWS. (TYP EACH
SECTION VIEW SIDE)
C-5 CARRIER BEAM TO ROOF BEAM I PURLIN CONNECTION
A-3 SCALE: NTS
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Design 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= 190 MPH
Exposure Category, Paragraph 1609.4.3: B
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 cancrete spedfication 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 65
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. Concrete shall be placed over polyethylene vapor barrier.
I.B. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shag 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 are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
S. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
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 pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. All gashing 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 8"XB" Thick nd Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the 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 Sim
Full Mansard 18114
HOLLOWSECTIONS StLF MATING BEAM(SMB)
zxz zxr xo."B• 2X45MB: TX4'x0.0M'xo.100'
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zxs rxs•.o.0sm 2x]sma: zx rxe.osrx0'12
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.
DPEN BACK SECTIpN3
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6[6: 6'x CX o.l]5•
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MINIMUM FASTENER EDGE DISTANCE:
VT KB: KNEE RRASE
SNAP SECTIONS
MNIMUM FASTENER 6PACING: Y4' RC:flEG CHM'NEL
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