HomeMy WebLinkAboutEngineering CONTRACTOR:The Porch Factop•«LLC. WIND SPEED .D EXPOSURE HAVE - �{���® /^�' \v1\ 1 I I I.i i t r I
DESIGN CRITERIA: 'BEEN DETE 'IED USING THE ADVANCED ��
Applicable Codes.Regulations,and Standards TECHNOLOGY COUNCILS WEBSITE CONCEALED FASTENERS OR ATTACHMENTS `� �'( .••'•'"•••.,.N/�
1.The 5th Edition 2014 Florida Building Code,specifically Chapter 16 AND GOOGLE EARTH.
c l 8 P r P ARE THE RESPONSIBILRYOFTHE ;�:' '� '••
Sire cturel Design,Chapter 20 Aluminum,and Chepter23Wood. _ Qf "� 1 O
2.AA ASM 35 and Specifications for Aluminum Structures Part 1-A of the CONTRACTOR OF RECORD = a
Aluminum Design Manual prepared by The Aluminum Association,Inc - _ _
-' WashingtonD,C.,2010 Edition-and the Garde to Aluminum Construction in-.- 11. C)
((II L � N �
high wind areas,2010. --.._v y . TY R O `
NQ ,� Z 1 ,u
3.ASCE 7.10. T.LUC.1 COUP. r nrvf nIy1SI0N I� o
THESE PLANS A14U ALL pRtlPtlSED WOF1��vLFw,D FOR MFL11 vCE ;�'p' �.�;
Wind Loads .. ....:'ARE-SUBJECT TO ANY CORRECTIONS AiwiE�x' y�..,......••
1 Category•v lccupancy Category,Paragraph 1604.5 and Table 1604.5: Risk -REQUIRED BY FIELD IN§PECTORS T�TDATE r//i i �PR
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic - ;)PLANS AND VER MIT MUST'BE KEPT ON J0.^, PROFESSIONAL SEAL
Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind .fp;3z}�11ApY NF,�4ECFSSARV.IN QRD�R T.0`',:•pR NO 1NS?'�C'1�1Q1V WLbly BE h1rlSJz,
Speed:Vur.T=150 MPH.YASO=116 MPH Ma ' I COIIII-��•iV;HLL., :pPLIPARI;L CO®ES:3.Exposure Category,Paragraph 1609.4.3: C4.ScreenRoofEnclosureTable2002.4 - 'Q tt•_p• {-tf-e•--i p iitu---i
Foundation Design ^ r'--
Foun atconcrete.No additional concrete footing or slob is required to -7 Ix211P t LL61
resist the loads Imposed by the proposed construction if the existing slab is b _ B j i EIE tt t b O O
a minimum 4"thick with an 8"x 8"thickened slab edge and in sound q A-4 i I 1 m cc d
condition,free from structural cracking,spelling,or other deterioration. i° it I A-E A-E I 1 I am"jm z UJ Z
Specifications JII� I --#I O LY
The following specifications are applicable to this project: •. I 1 b w d d i�
L Where concretespecifications are required,whether in the screen enclosure ®® Li
scope or not,by ne or more regulatory agency,the following specifications 'rum i3 t3 0 IS I to tt
are applicable: I iMe! - C ^ ? `d
e.Concrete shall conform to ASTM C94 for the following components: jI- sea I Z
i.Portland Cement Type I,-ASTM C 150 I r
it.Aggregates-Large Aggregate 3/4"max-ASTM C 33 b R
iii. Airentraining+/-I%-ASTMC260 a 1
iv.Water reducing agent-ASTM C494 I 1 QE
v.Clem Potable water {- Z
vi. Other admixtures not permitted _a._ _�, �a'-a•� LLI >2-
b.Metal accessories shall conform to: - - W ,d B B
I.Reinforcing Bars-ASTM A615,grade 60 A-a U z t
ii.Welded wire fabric-ASTM A185 Z(D
e.Concrete slump at discharge chute not less than 3"or more than 5". H W
Water added after hatching is not permitted. :5_
d.Prepare and place concrete per American Concrete Institute Manual ___------ a
re ommeStandard Practice,Parts 1,2,end 3 including hot weather ; - A-a 3
recommendations. � txz ``
C.
Moist cure or polyethylene curing permitted.
f.Prior to placing concrete,treat die entire subsurface area for termites g ® ® g
in compliance with the FBC. R B tll tll E 0 N m 3g
g.Concrete shall be placed over a polyethylene vapor barrier. L 6
h.All aluminum components embedded within concrete shall be coated �- l-
with a bituminous paint or epoxy. _ U
2.AluminLn
um extrusions shall.be 6005 T5 All h I w
3.Fasteners are required to be corrosion resistnt,minbnum SAE Grade 2 or p g
better zincplated to ASTM B633,or coated stainless steel series"300",or Q O W
ncoeted stainless steel series"400".
4.Ali SelfMating Beam Sections are to be stitched with either#14 screws 6" e�' e' a'-e�• e'-a}' e•-e�' e'-e�• e'-or Iy p
from ends and 24"center to center or#l2 screws 6"Gam ends and 12"center.. -+ v rq F m
to center. o m
5.Screened enclosures containing swimming pools shag comply with the d m LL u.
-applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements. - DRAWN BY
6.Screen material shall be 18/14 screen.unless approved by Snwast TP
Aluminum Engineering,LLC. DATE DRAWN
7.Door location shall be determined by contractor in the field. 03/24/17
8.When installing pavers over concrete slab or footing which are supporting - - REVISION
aluminum members,such as continuous screen tracks or upright,the pavers
must be bonded to the concrete with an epoxy,thinset,or 3,000 PSI grout to
ensure full positive contact with concrete. _
9.All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of(lability not to
exceed design and engineering fee. _ /S�WUNo:
RoofTvpe
Roof Type:HALF MANSARD '
ALUMINUM MEMBERSDIMENSr-9
HOLLOW SECTIONS File Copy ��\�� . • �//
2 x 2:2"x 2"x 0,046„ 116"x 2°x T EXTRUDED
ANGLE 5052 H32 ALLOY EA •^
2 x3:2"x3"x0.050" 510E
2 x4:2"x4"x0.050" 1 �:
LL 6'
2 x5:2"x 51%0.050" —UPRIGHT _ Q; • O O,',Q=
OPEN BACK SECTIONS - I - a;W *l�6 �'Z'_
I x 2:..17 x 2"x 0.040^... ' .. U Z 0
l N lZ _
I x3:1"x3"xO.045"
I_ 1°x2"O.B.BASE PLATE-TYP, Q!�''• '1 /���`
SNAP SECTIONS '+.xxwc '�/ ✓ .....•r'•(�V
2 x2 Snap:2"x 2"x 0.045" O
•-. A"�oae aeoxexr //
2 X4 Snap:2'X4' 0.045" - EXSci TIERIED EDISTANCE
FROM
SLAB/FOOTING "�'. /1
'I SEE PLAN '�• - OUTSIDE EDGE OF BLAB., 212°x 1/6°x(GIRT OR PURLIN PROFS SId1UL SEAL
SELF MATING ISMB) WIDTH+12°x BEAM DEPTH
2 x 4 5MB:2"x 4"x 0.044"x 0.100" SIDE VIEW OR UPRIGHT DEPTH-Itn
2X5SMB:2"x5"x 0.050"x 0.100 ALUM BACKINGPLATE
2 x6 SMB:2"%6"x0.050"x0.120„ (1)la-CIA THRU SOLTM NYLOCK 5063-76ALUMNINUM - I ❑
JAM NUT-IN LIEU OF NYLOCKJAM
2 x7 SMB:2"x7"x0.057"x0.121- NUT,JAMNUTw/THREADLOCKER I 6z W O
2x8 SMB:2"x8"x 0.072"x 0.124" - (1)31B"DIA.CONCRETE MAYBE USED
2%9SMB:2"x9z0.072"xO.124•, SCREWANCHORS I I TIGHTEN TO CONTACT-DONOT91.
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2 x 10 SMB:2"x IO"x 0.092"x 0.398" (21/4"CONC.EMBED) OVERTIGHTEN —
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MINIMUM FASTENER EDGE DISTANCE:12" _ _ _ _ I (4)010 x 1 12"SMS INTO
MINIMUM FASTENER SPACING:3/4' - _ CHAIRRAILMEMSER I I SCREW BOSSES 1
CONCRETE SCREW ANCHOR: 4 • I I W a
•,a,.• •4• -1°x T BASE PLATE ANCHORED TO Z Z� vg�MMMttt
SIMPSON i1TEN HD OR EQUIVALENT - I,1... CONC W/tl4"CONCRETE SCREW I I 2
SHEET METAL SCREWS ISMS): �'�•' �•• ea ANCHOR(MIN.11/4'EMfiEDI - I' I z O
I SLASIFOOTING •' ..
ITW/BUILDEX OR EQUIVALENT - 4 6"MAX EACH SIDE OF POST AND SNAP OR SELF-MATWOBEAM W d
SEE PLAN 24"O.C.MAX ONLY j
•• FRONT VIEW
R
� C PURLIN OR GIRT TO BEAM OR POST DETAIL Z -
SCALE:NTS u
A-2
'B 2"x 4"OR LARGER UPRIGHT TO CONCRETE DETAIL g—i
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A-2 SCALE:NTS
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NOTE: U_ <��v S L:
SEE CALL-OUT BELOW FORMOF SCREWS. Z, '_•�
SCREWS SHOWN FOR ILLUSTRATNE �Z
PURPOSE90NLY.DO NOTCOUNT H LLI
SCREWS ON ORNWINU,
MEMBERSIZE EDGE"C 2"%SMB OVER UPRIGHTBEAM NOTCHED
GHT
2%4 2°15° (SEE A-1 FOR SIZE) x PURLIN9 ATTACHED TO 074 SMS®1 1/4°O.C.
g
2X5 1° BEAM w/MIN(4)WOx 112'SMS (20 TOTAL) _ p.
2X5-2X10 I'& - PLACE WASHER UNDER SCREW 2°z PURLIN 4
IN GUSSET CORNER S33
FLASHING
3/16"60524132 GUSSET
EAVE RAIL(SEE A-1 FOR SIZE) 2'X Z EXTRUSION
INTERNALLY SCREW THRU BEAM I • w
WI(3)Y10x112`SMS C • '
_ •• 2"z2°x IV x WLONG ALUM Q 0 L)
® I ® 1'x 2'x 0.044"OPEN BACK _ ANGLE EACH SIDE UP UPRIGHT W/ - C3 w k
Vx FASTEN TO EAVE RAIL 1 1/4"TYP FASTEN TO EAVE RAIL W/ (2)Y72 x 31 r SMS INTO PURLIN 15
Z g W }
W/Y70%112'SMS s'FROM I I i' S1B"TVP.. Y10x 112"SMS SPACED 3" I -) (2)Y12x 314°SM91NTO 2°z 2° W Q+a�1
UPRIGHT824"O.C. �'� \ �5" FROM UPRIGHT&024"O.C. (2)Y12z314°SM9INTO UPRIGHT 2 U)F m
I }/ I I (2)Y12x314°SM61NT01'x2' Q v ao
(1)112"CIA.x 21m CL LL THRU BOLT B 8 - I ¢ OLL
W/NYLOCKJAM NUT-INUEU I 1" y2" I I O. "'+O1 LL
OF NYLOCK JAM NUT,JAM NUT MIN. g
W/THREADLOCKER MAY BE USED I I I UPRIGHT DRAWN BY
B° I I
2'x SMB UPRIGHT TP� '
(SEEA-I FOR SIZE) NOTES; - I DATE DRAWN
INSTALLATION REQUIREMENTS: B 1. GUSSET DIMENSIONS ARE MINIMUM(2) 03/24/17
BOLT IS TO BE INSTALLED AS TO REQD-(I)EA SIDE OF SEAM-MAYBE
NOT DAMAGE BASE MATERIAL INTERNAL OR EXTERNAL. REVISION
DO NO OVER TIGHTEN. PATENTPENDING 2. AS BEAM SIZE CHANGES,ADD OR
SUBTRACT SCREWS TO MAINTAIN I IN'
C/C SPACING. ,
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
EXTERNAL GUSSET DETAIL-RIGID MEDIUM SCALE:Nis F SLOPED PURLIN CONNECTION DETAIL SHEET NO:
E TYPICAL INTERNAL OR EXTE
rD UPRIGHT TO BEAM CONNECTION
�\
A-2 6CALE:NTS A-2 SCALE:NTS A-2 /�
(A 8^WIOEx 0.125"l BRACKET NOTE: �\ `.[,. ,•'y� /
3/18'S.S.CABLE
®EACH BEAM ATTACHED TO (2)31WDIAx4^IAGSCREWSFOR 118^x8^x1IWA36GALV.
FASCIA W/31B'x3^LAGS(3 SPANS GREATER THAN 3(Y-W STEELCLIPW/(2)3VDIA _ �••. /yi
PER BRACKET)AND(1)3S'x3° x23N^EMBEDMENT �:•
LAG®24"O.C.ATGUTTEft CONCRETE SCREW I O 6.•
SCREW INTO EXISTING ANCHOR p OWL O
1"x 2'x 0 a
.0W OPEN BACK OVERHANG FRAMING BRICK PAVERS toF �:a—
W/(2)#10 x 212^SMS THRU OR RAFTER TAIL OBL COMPRE3810N • Y <F O;Z�
BEAM INTO SCREW BOSSES SLEEVES
BONDEDTO
(1)tl10x 112"&MS B• r CONCRETE NO •'/,��Q`
FROMBEAM A111)24"0.C. `V
PVP
•....•e.' ////1111111 TAT
•� PROFE SIONAL SEAL LSi
MATING •!.
ELEMENT "
•• SLAB/FOOTING
•• CONTRACTORTO VERIFY SEE PLAN 0
2"x4'FASCIA-IF LESS File O
THAN 2'x4'FASCIA,E"x4" at' W y -
il8"x2"%rxrALUM fiUB FASCIA&HALL BE Copy
O�•F V W a [[,,
ANGLE WI(4)014 x 314" 6"SUPER PLACED OVER,LENGTHEN 3116"S.S.CABLE Lu a •••��� 3
SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY I=
EACH SIDE OF BEAM PENETRATE SUB FASCIA S8
0.06r BACKING P ATE ON IF OTHER FASCIA,ADD 2'x o
IN910E OF GUTTER 4"PTFASCIA.112•IAG -t CC O a
BOLTS-112°INTO TRU99 : •.dT BLABIFOOTER LLS g a
2118"x 111S'x.OB2'(MIN.) TAILS-COUNT ERSINK MIOOEPTH Z *� a$
ALUM RECEIVING CHANNEL FLUSH.WHEN INSTALLING
1/2^LAG SCREWS,
W/MIN.(2)#12 x 3W SMS �4 �•
PRE-DRILLW/31WDRILLTO Z >
PREVENT SPLITTING. _ WC .1d �d
3WDIA.x3"EMBED SLAB I FOOTING L B
CONC.SCREWANCHOR SEE PLAN
.G GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL Lj
A-3 SCALE:NTB H-1 CABLECONNECTIONSATFOUNDATION ?J a w
A-3 SCALE:NTS QQ Z k
00 LU
GUSSETPLATE SELF MATING z L9ZZ
`��
PER ESERIES BEAM - ee
(A Lu 7
a
S
T- PURLIN MAX
(B)014 z 314 SMS
1/8'PLATE ON 45'ANGLE a
WO OM CON7RACTORTO INSTALL , 8063-TB ALUMINUM L%1
F10x3"WOODSCREWS,(r (2)tl14x 29 MIRU BRACE
FROM GIRT&®1r O.C. INTO BEAM THRU GUSSET �- W IL
CON yb PLATE __ __ C Z ,
1/4"DDIA x W CONCRETE • • • • /
SCREWANCH0
R,6' I DETAIL02. / 0 W xd
FROM GIRT&®24"O.C. • _______ Q
(4)tl10x112"INTO - ri z w
SCREWBOSS
EYE BOLT FOR CABLE TENSION • Lu Q w G•
/ a 0LLLL U.
.11 CONTRACTOR SHALL RUN DRAWN BY
%T HOLLOW 114°THRU BOLTTO ATTACH TP
I SECTION GIRT 4" W/NYLONWASHERB PERIMETER FRAMING
MAX STAINLESS STEEL NUT
- DATE DRAWN
rxr • S. 03/24/17
REVISION
112"x5"x1/B' (4)012 EA MEMBER
SO
52-H32PLATE
DETAIL#1 _
SHEET NO:
1X2 TO HOST STRUCTURE DETAIL Fi-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER
A-3 SCALE:NTS A 3 SCALE:NTS A-3 SCALE:NTS
File Copy
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//rlrilt,t\ �
PROFESSIONAL SEAL
LJ
O W d S
W d
LL
LU Z 6= a
' W
Li
Lu
?. Vx TO.B.FASTENED TO CORNER O L" IR yF
POSTW/p12x1 I/r SMSATB'FROM V i C
r (4)k14x3/4'SMS TOP&BOTTOM RAILS.TYPICALLY® z_(7 �
(• 1/S'x2°x2"EXTRUDED I INTO DJ I I 24"O.C., z ,,JJ
ANGLE 5052 M32 ALLOY • M L. F °
�'• 11B'a T x 2"EXTRUDED ANGLE 5052
BRICKPAVERS - I CORNER POST EMS ALLOY EA CORNER W/(2)#14 xT
EMS
III POST 11(1)3/B'DIA 3
CONCRETE SCREWANCHOR INTO
BONDEDTO CONCRETE u.
CONCRETE' (2)X10x 11ITSMS — —
THRUSCREWBOSSESLl
1 .xQ • 2114"MIN N �.
BLAB/FOOTING CONC W
SEE PLAN ,T .,d ••4 ANCHOR
.•', EMBEDMENT ...c. '• 21q"MIN CONC W'
•, SLAB/FOOTING y a+•ANCHOREMBEDM_ENT
SEE PLAN
SIDE VIEW •"
^1= SIDE VIEW Q o s
T CORNER POSTW/1"xT® Z a W_
'1 I 7'xTDJ (4)Y14x3WSMS BACKSIDE �_ O=C s
•r (4)014x314'SMS I INTO POST O Y 4D
INTO DJ
(1)3/B"OIA CONCRETE 3W x LENGTH AS REQUIRED Q O J
'SCREWANCHOR9 FOREWANCHOR INTO
a -�01 LL LL
(21/4"GONG.EMBED) CONCRETE DRAWN BY
1•x2"BASEPLATE _ ___ _ 1'xTBASEPLATE
i ANCHOREDTO CONC W/1/4° ANC HOREOTOCONCW/114° TP
CONCRETE SCREW ANCHOR CONCRETE SCREW ANCHOR DATE DRAWN'
(MIN.1114"EMBED) (MIN.1114"EMBED)
B"MAX EACH SIDE OF POST W MAX EACH SIDE OF POST 03/24/17
AND WD.C.MAX ;a .i AND 24'O.C.MAX REVISION
.e•
FRONT VIEW FRONT VIEW '
SHEET NO:
DJA DOORJAMB TO CONCRETE W/PAVERS DETAIL CP-1'CORNER POST TO CONCRETE WIPAVERS DETAIL A
•. A-4 SCALE:NTS -. /�-Q9CALE:NT9 /\ _4.