HomeMy WebLinkAbout5-8-20 Altieri Permit set (1)ARCHITECT
ta> 012x9S' SlIS.-
PURUN SIIPPORr RFIy SUPPORr
COLUMN/POSr )y' ANCLE, EACH SOE (TYP.) S.M.S WRH WN. �§• IA• �'+�. EACH SIDE (TP.) WLUMN/POSr
zxzxt/a• x z• tc. ANCtE S.Ma WRH NN. 3§• Jb•P CONCRETE ANCHOR EDGE OISTMICE �§'f CONCRETE NMA(OR az.t z• uT. ANGLE
w/ (a) dizx3/4' s.Ms EDGE BbTANCE w/zM' EueEon+ENr INro w/z34' ENeEGUENr RRo w/ (ajB/izxs/4• s.us
(EACH slop sraucTuftA1 coNCRLTE GYP.) sTaucnlRa'coxcRElE (TYP.) (EACH sloL�
THICK
R �§•0 WNCREIE PNCHOR 15i2' O.B. SOfE PlA1E —/.'J� T12. 0.8. 301E PLATE
O ° W/276 EMBEr1AlENf IN10 � �E 0 O
PAL WNCREIE T e o
q (FAcx soE/ e
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CBNCRETE 3- MIN. (TM.j � � 1!•0x]);• COxCRETE ):•°x?y CONCRETE 3• MIN. (TYP•)
SCREW ANCHOR O 24' O.C. SWEW ANCHOR O 24. O.C.
J � axB B• FRou Posr Om.) �� ANo o• Faou Posr lTm.)
COR> � CDR) (�►
SIDEWALL COLUMN TO CONCRETE s��W`m'"/P°sr 9• cauNN/PmT
2" MAX. (4)-#8 x Nt" S.M.S. CONNECTION DETAIL txz o.a. soLE Pure
tx•2 o.e. sofE Pure
2x2XJb" ANGLE o 0
3. 31£EL 'CANELBALK' CLIP (TYPJ
THIS CLIP NAY HE INSTALLED INT T/C o
®(W SIDE �' CmiG SLAB Q
�`tY51--'-�- t2' wN. CQ(CI(ETE ELr,E PlSTANCE)
2) - M' x 2• WNCREIE SFE PLAN FOR 512E
.y SCREV ANCNTR tttPJ
wA Tx2 D.B. FAWENW TO C0f01ER u}�t t• (TYPJ n
SECTION WIM /14xtY:' SJASO 6n, EWE OF CONCRETE i• tTYP.> iu� EOCE OF CONWETE j"
24' O.C. T
�" EYE BOLT � 2x2xI§• ANGIE 2• LONG (EACH SIDE) ��� PLAN VIEW PLAN VIEW
w/<z pt4d,• s.Ms. TB Posy �a�
THRU—BOLTED TO e glee No. cALv. EfP. Bq.T #
2x2 HEADER W/ DOUBLE w/ z t/z• MN. mBEouENr MAIN COLUMN TO CONCRETE
WASHER- &NUT EACH SIDE, CONNECTION DETAIL
EYE SNUG AGAINST ANGLE - -
CORNERPOST/COLUMN
CABLE BRACE DETAIL TO FOUNDATION
_ - _—. __. _.--- ___-_ ___ __ CONNECTION DETAIL
Certification for Design Load Compliance
i. DESIGN CODE: Florida Rfdl i3`NNI��-code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: _ Enclosetl _Partially Enclosed � Open Building
3. Risk Category: ?< I II _III _IV Exposure Category: X. B _C ,�D Adjustment coefficient I I �
4. Design Wind Velocity /mph _ASD _LRFD End Zone Width 4' ft. '
_ 5. Mean Roof Height: ,eft. Roof Pitch: _ 12 Parapet _ft.
6. Components &Cladding Design Pressure used: (P5F, based on Actual s ft. 3e I
9� @ 'MRH (worst case)
Zone 1:- _Zone 2:- Zone 3:- _Zone 4:- _Zone 5:- _Garage: _
7. Design Loads: Floor: qo pSF Roof/Dead: � PSF Roof/live t 5 PSF Balcony: PSF
Dock: _PSF Deck: � PSF Stairs: _PSF Fence: _PSF Railing: _ pSF
8. Were Shear Waits Considered for Structure? ,LC Yes _Not Applicable Explain Why Not
9. Is a Continuous Load Path provided? � Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
to
Z
K( FFf 4J � 61.6A'
� � OKR %5' F,q(�
t
� N 74.55'25' E 0 � 200.00' \\o
11h p�0 x\�' x\ti' x
m D -( :f1
1 DO P�}�} $ _ i��rN
,t N
�NVO�D lips' OPEN � IZr ,n (nN
JtSio� JNyW
� WWpN I8.07"' 9.65 49. WVrnV
ZI t0 N'P A _ d( PLACE FOfaAI BOMDS � OT •P
p a TOP EtEyAnoF(= 1/,61
y I!, PROPOSED f.F.E = I/,fi0
Z1� \ B
1 599 P eer
N � .ol' �FaQOStp to
��'m N so rn m m
z ,=—(" =i o r � � g 29.94 3a' a nm. to
n z�� � � $ rn
ADD 2 ADDITIONAL FLANGE STITCH ( INTERNAL 1/8" BACKING PLATE REQUIRED o � z I �' � 1.61
SCREWS WHEN INTERNAL BACKING /— FOR PURUN FASTENERS AND DIAGONAL
- PLATE IS UTILIZED � i O �I ii � � P OPEN i Z' x
_ Purlin II � '� '�
I Purlin ,� � Diagonal Brace o i " �_ \\A
� ' --- U-Bracket (Channel) Channel Bracket � ,tigx — — � �
,
.. � �'
„
.. —
3/8"080LT�� o '0' I � _.... \ _1__. __. _.._-.._ __-_. __- --4—E --_.—--.__._ --.._—--....._ _._.
\ „ N 7613'0 200 00'
" \ � `, 3 S" 0 Bolt ( -- � r�
• / � , -- /"
cm(xEn aosT EavE aAD. 3/16" X 5" X SPLICE PLATE DEPTH � � �� � ��� V;�
BACKING PLATE (ABUTS PURUN) I � ��� Channel Bracket -- ��� (
m mrau - eIz x 9;• NOTE: BACKING PLATE MAY BE �� `., '
/,` ;,,
v x 2• as SMS AS SHDVN (!�• xIN O� ------ 1 ---- -- _ •v, ,;r5 __ - RAL NOTES: P(��`� ec�/S.[J
PATm SECTImI PLATE EWE msr cE s INTERNAL WITH BOLT THRU NEAR ��, � STRUCTU
C-C FASTENER SPAWKi> -� �� `. G� ����,
BEAM WEB ONLY i, ��+� _\ p 3/B" p Bolt �j � � - � IT.�'FocA�.AZ-(o(.� TA>Ic.G�-+ FKcat••t SSi�FiY (•_pp`
e s• x s• x °osr cDLuwT � ROOF BEAM .. I SFo��, '�.�9�6+ I 1 - _ �vtPEsj $tt owt�'A6E=
6➢63-T6 AL1QY PLATE I t(j. y ' � �9 Bmcket Miter Cut
°o °° � I .y� O �\ CF Section CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. '
° <oNE slrA:T m( sTRDNGEa !-9Ap �� ?•- (U-62cket/Channel)
K-BRACE ALTERNATE CONNECTION OF CHANNEL: A fin.t,,� ��` ;'+2„ REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
H• x a• x aasD• ION, 6063-T6 PLLDY 4 EACH #14 SMS THRU CHANNEL WEB d'OiO'9y �� ,, by ALTERNATE CONNEC)ION OF CHANNEL:
PLATE m+ sTRDTs::R <oNE sT�> Tntx 2xx,o.mo CHNR rug THRU BEAM WEB INTO BACKING PLATE Plan View 'PIq BFs, � qo 4 EACH #14 SMS THRU CHANNEL WEB CONCRETE COVER OVER REINFORCING STEEL:
(sT - °m x 9;• sxs, EAW SIDE As ® - - � G � � '� 9 , THRU BEAM WEB INTO BACKING PLATE
SIDIVN <�§• NW. PLATE EDGE DISTANCE N-BRACE ® � T B �' FOOTINGS 3"
6 C-C FASTENER SPACING) ® ® ®® � �Oq'.J� � /'S�
K-BRACE ® - Y((� L((p � � ��O FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO A
coRNER Posy ®®® � DIAGONAL BRACE 2" X 2" by 0.090"HOLLOW TUBE—�\ q�,�� lLrGe �; � MINIMUM OF 95%MODIFIED PROCTOR DENSITY.
3• x >r x DASD• BIN. 0➢63-T6 3{8" 0 BOLT \ OZ d� \ ` � - � � � ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
a.LOY PLATE m( srRaNCER � � O.c ?•,
dnvE smED `� \ b,�'f-po , �. - - OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE.
CR - tlI2 x �• SNS, K-BRACE .___ ___ __ ,
EACN S� AS SFUVN
(IS' NDL PLATE EDGE GRT (CHAIR RAHJ 3/8" 8 BOLT —i �' `. ...
ANCE 6 C-C _� __ __ ____ � .I
FASTENER SPACIAL
� 1
� oas) ROOF BEAM---- Note: this view shows brace perpendicular to `.\
uxLEs�' beam, brace and bracket may be articulated
° i• x 2• PLATE mTEmmE to any angle with beam and/or relative to � �
,
'' level or plumb (� I-
. SEE ELEVATIoxs U-Bracket (Channel) —y - '-"-
�,{. �
FDICmAT@( F@('K• BRACE SIZE Section @ Beam .�. .. " .... ...
L
9A• ° CONCRETE <2 PLACEse SCREEN ROOF DIAGONAL BRACING SCHEMATIC (#1) � _ -
scRE�vs Dimt COIeLER C®.LMNREre K-BRACING NOTE: THESE CONNECRON DETAILS MAY BE lTILIZED FOR K BRACING �
Purlin or Save Rail Plan View
LATERAL "K" -BRACING PURLtrvs _ _ _ _
CONNECTION DETAILS � "N x (o �
tAP BEAM (A.K.A. SMB [SELF -MATING BEAM ]) � ��'
M 2.�1�
REFER TO SAVE DETAILS K
SAVE IL� ,� 2' 17T
_ �
. j c
h
(5) /tzcT/4' S.YS. ixSx)6• ANGLE a• LDNG � BEAM FLANGE STTCH SCREWS AT 24' T '
TY2 o.a Arracxm m eEAu w/ nYP. a Eacx HEAw a i O.C. TOP AND BOTTOM#12 SMS FOR � zee 3 q-1-
(2)-}Tox2' S.u.S. INTO sWEw BD55 � y 2X9 AND 2X30, ALL OTHERS #10 SMS --- � _
(2> �'Px3' LG, B EAW ANGLE ,A
(7)-T�<•rY'• ss. T""u-aoLT O '{ONAL—/ 0 1 SCREEN ROOF BEAMS M (%•
W/ Y NUr AND WASIEH NOTE PRIHARY SCREEN ENLLQSURE BEANS SHALL lE OPEN ACK 4
O EtCH SOE OF BEAA RTTAWED TIt HQST STRUCTURE WNS[STTNG m' SECTiON a -- (SCREEN ROOF SHAPFAND
C@JVENTIIINAL •7RUSS/RAFTER iRAMDIG ViTX IWX. � BEAM SLOPES VARY), ! I i 3
j912x2' S.MS. - lQ 0.8. FPCTA 'w BE 2xG (HA(J S.P.F. DVERHANG Im N E%CEEII 30• IMLECS BrT$R1/75E
l0 SUPER cURBTt (TYP.) a4 WESTER RED CEDAR NOT W DN PLAN OWa n _� SELECT PER TABLE 101 I
STRUCTURAL GI(AOE 2 IUTL '
(+) plzs/a• s.us. m Y,•°x2• LG. LAG scREw a E+• � E BEAM FLANGE TRIMMED TO j
__
e.G ENifRE LENGTH m' GUTTER _--- -� � ACCOMODATE INSERTION OF ,
RODE BEAM SECURE FASCIA TD EALN RAFTER TAIL � POST,tAP BEAM WEBS OVER POSr i
(MT OR SLOPED) W/ <ll Tf'Px4' LDNG PN1 HEAD LAG SCREWS AND FASTEN W/ 4 EACH # 12
��.. BETORE ATTACNRIG SUPER GUTTER SMSOR #14 SMS PER SIDE OF
- POST/BEAM
2x2xi§• ANGLE, EAW SIDE
(FOR ACUTE PNOLE WNDnIUN3
INsrA11 c allo FASTENERS nT Ys•mxz• LG LAG scREWs — CHAIR RAIKL GIRT
INSIDE lHE � (] R) .....
(TYP. a EAcx HEAw
(+) p12.s/4' S.M.S.- MAx) BETWEEN BEAxs °L (2X3 HOLLOW SHOWN] - - .__. _ - _.._ -..
5• ar ]' SIWER GIITTQt - — ..__ _. .. _ _ ..
hw. aaaD• THICK USE TABLE 104 TO SELECT
�rT�wcK cmTTTNwvs SeK.E�D-.I C/x-c.os v-tet.�
2• a DmLTB' DF CDNSTHUCTmN
NOTE CWSTRUCTIm! ANfESNE SHALL IEEr
ASTN C-551, H1N SHEAR STRENGTH e ] F IXPLODED SECTION /LAP BEAM —
DAYS = 925 PA SECURE FASCU, TD EACH RATTER TAIL � -
W! U) Y.'°x4• LRiG PpN HEAD LAG SCREWS f m (A.K.A. SMB [SELF -MATING BEAM ]) -
' eFPORE ATTACHING SUPER GUTTER 0` ` �• .�
ROOF BEAM TO SUPER GUTTER � � . SELECT POST PER TABLE 303 nl / �
lToxi/+• s.Ms y,• cmvrwWus aEnD GF cm+statxTlaN - f N - 2" � (t//� 0
CONNECTION DETAIL ®r O.C. ADHESIVE c � � -- ` ' • ' � !�
� F � .. -- L
CHAIR RAIL (GIRT) (:�� � '4�'
- +— (2X3 HOLLOW SHOWN] —^
3 ' X: X 0.072" FAVE RAIL � USE TABLE 304 TO SELECT �—
(hWYORMAYNOTHAVESNAP ���•-"—'--- 12'•
FEATURES SHOWN AND SCREW SLOT
ARMNGEMEMS VAR EAVE �{•y�_y�T /�
RAIL CONNECTS TO BFN+S VIA t `-^-� ` t �-,� ��A"� ( � � i
INTERNAL #10 SMS X 1VR" LONG
- - NTS
._ � SOLE PLATE (1X2 OB OR 1X3 OB)
FASTENS TO FOUNDATIONWITH Y9"9
,:' � / Q CONCRETE ANCHORS AT 24" O.C.
- � (PROVIDE 1'/a"MINIMUM EMBEDMENT)
--------,; � � FOUNDATION SCHEDULE i
BEAM fIANGE STITCH SCREWS AT
\29' O.C.IDP AND BOTTOM #125MS SOLE PLATE W/ANGLE AND
FOR 2%9 AND 2%10, ALL OTHERS #10 SMS CONCRETE EXPANSION ANCHOR
OPTIONAL 3X30PEN SACK EXTRUSION ON ®® - S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH
BOTTOM OF EAVE RAIL, FASTEN TO BEAM (MAY BE HORIZONTAL OR SUPPLEMENITAL ANGLES &CONCRETE FASTENERS
POST W/2EACH tt305MSX 1%z"LONG ®® ' SLOPING), sELEa FROMTaBLE ioi - - REINFORCING ON .006"VAPOR BARRIER OVER CLEAN
INTO SCREW SLOTS OF 1X3 AND CONNECT COMPACTED TREATED FILL.
TO EAVE RAIL W/ #30 X 1'h" AT 24" O.C. [REFER TO FOUNDATION CONNECTION
' 4 EACH #14 SMS PER SIDE WER TO WEB DETA[i5 Ci(a), Cl or C2]
(MINIMUM)
SCRLWS WNNECTING OPEN 9AC1(TO EAVE � \ cio �� � F-1 12" X 12" THICKENED EDGE WITH 1 # S BAR CONTINUOUS.
MAY BE OMMITIED WHEN CONTINUOUS i \TRIM BEAM FUWGE TO ACCOMODATE POST O o
SNPP SECTIONS ARE UTIUZEO � AND LAP OEAM WEBS OVER POST WEBS
' --' — •• TING FOUNDATION
POST'/COLUMN � � �CDNChi:-[EFOUNDATiON (NOMINAL.4" SLAB D 1 XY AND TI D TO NIEW FOOTING STEEL.
((�Jf{{{ 1#S DOW
": UNLfrSSNOIED,bTyERW15E) [DETAIL F1] SET IN EPO
SECTION (2) AT SCREEN EAVE ON LONGITUDINAL WALLS TYPICAL [BEAM BEARING] WALL SECTION
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Archit¢ctonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA25003348
COPYRIGHT 2020
PROJECT
ALTIERI
SCREEN ENCLOSURE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE /SHEET NUMBER
of
NUMBER �Zq��r]
IPROJECT
DATE !j /�/�Lo
P�(1�
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