HomeMy WebLinkAboutPlan Review Revised Plans1/4" D THRU BOLT W/ 1-1/4" 0 WASHER
@ 10" O.C. 6- TH,IIC - OF 0 BOLTS
ilke�REQ'D FOR 6" TH C ROOF PANELS o(� 1�
(�Myao' roeoYe-ENe FnCry wa5HE-�
o 0 O o 0
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CONTINUOUSANGLE 5"COMPOSSEIT ROOF PANEL
2"X2"X1/8"FOR EDGE BEAMS us /tCEFS 0 Oka 632 SKta
FOR INTERMEDIATE BEAMS r
2' X 2" X 3/16" THICK
W/ #14 SMS @ 6" O.C. (TYPICAL)
NOTE: THE 2"X2"Xl/8" CONTINUOUS ANGLE MAY
BEAM SELECTED FROM TABLE � BE ELIMINATED BY BOLTING THE COMPOSITE
402 (MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM
SELF-MATING/LAP EXTRUSION --
SECTION
ROOF PANEL FASTENING DETAIL #2.
(COMPOSITE PANELS)
q✓tYCOMPOSITE ROOF PANEL L+jt
Cali * • o$y. ht-t,V
RECEIVING CHANNEL WITH
TOP AND4807TOM@ 10" O.C7
1
0 O 0 0
CD o0 CO 0 0 00
EXISTING MASONRY
FASTEN TO FASCIA WITH OR WOOD FRAMED
Ya"0 X 2Vz" LAGS 1P' ON CENTER a' HOST STRUCTURE
ALONG HEADER PERIMETER WALL
NOTE: FASCIA MUST BE 2" NOMINAL, A
1" NOMINAL FASCIA MAY BE 't•
AUGMENTED TO 2".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
ROOF PANELS (SELECT ROOF PANELS (SELECT
/— PER TABLE 401) / -- PER TABLE 401)
7" 7 =.3; -7 �/"-7-T T 7-`' T ? ? 7
I BOLof T THROUG BOTH FLANGES OF ( I
POST. AND BOTH WEBS OF EDGE BEAM i I
POST FLANGE -
REMAINS INTACT
( I EDGE BEAM I I
2x'SY.,a4s old z?clplc.a5om tZo I ( I EDGE BEAM
( I ha=� Pt-•t•>a � s�.a-7rioyt,a I I —
I I I I
I I
SEL+ 'P�nL � 5 Ecst oLJ .
SECTION (WALL FACE) ELEVATION
EDGE BEAM FASTENING DETAIL - DIRECT CONNECTION / HOLLOW POST
i X 2 OB @ PERIMETER
NOTE #1: USE 1/4" 0 X 3" LONG LAGS INTO WOOD HOST AND
\ 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR
\ MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING
24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER
\� 1" X i" X 1/8" ANGLES 2" LONG WITH 248 X i/2" LONG
S.M.S. AT EACH LEG TYPICAL EACH SIDE TOP & BOTTOM)
Z"rg;' uiP,% CHAJK30&-
W 0' •tr IA•art'`' 'ii CZ)
3/ a 14 7(}eu gct-T5
Ji05 F 5TRUCTi1RE ELEMENTS a '
d
COLUMN 3fPt/`aJ ht;CYtoN
THICKNESS AND LENGTH
OF ANGLES CONCRETE ANCHORS,
Z i& 'ri' EnP
t3ot.T5 @ 2><� QasTZ
�$YT�' PoST'CI EncH41D6� v�
PLACEMENT OF 1X2 SOLE PLATE
INCIDENTAL TO DESIGN O _
ti
L-------- ---- = v
' ¢ J
i w H
FACE OF WALL w
PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
CASE)
DESIGN
PRESSURES
TYPE
WINDOW
AND DOOR
ZONE 4-24.2
ZONES •30.2
-14.4
WINDOW
-VINYL WIND
N1005904A-R4
VINYL
SCREWS 6" FROM END AND 17" O.C.
CRAFTSMAN
BREAKER
WI DO
WINDOW (VINYL) PANELS TO BE REMOVED IN WINDS
AS PER LATEST
REVISION OF RULE 90.72,
WIND BREAKERS ARE
NO LONGER REQUIR
EXCEEDING 75 MPH
REFERENCE 98-72.010 (31) (b) WIND BREAKERS ARE NO LONGER A SUB CATEGORY
TOP VIEW EDGE OF CONCRETE ----- __
COLUMN TO CONCRETE FASTENING
(DETAIL DEPICTS BEARING WALL ONLY) _
COLUMN WCz) 3/$ 0
fCIC11 I CONCRETE ANCHORS,
BOLTS THROUGH COLUMN
PLACEMENT OF 1X2 SOLE ( T-1" X 2" OB SOLE PLATE
PLATE INCIDENTAL TO DESIGN —�• 1
w� •
2,500 PS11 1/4" 0 X ZWNG APPROVED
i" (OR LESS) CONCRETE CONCRETE ANCHORS @ 24"
(TYPICAL) O.C. (TYPICAL)
WALL FACE ELEVATION
COLUMN TO CONCRETE FASTENING
\�
- Certification for Des Load Compliance C�T!`�Q ( T� Snr� P-00�°1
1. DESIGN CODE: Florida LVErN/4Ycode 2017 Edition w/20_ supplements using ASCE 7.10
• ° 2. Structure Design is: Enclosed_ partially Enclosed Open Building
CONNECTION WITH EXPOSED FASTENERS 3. Risk Category: _�< 1 III III IV Exposure Cateo B 4C
9 ry — t �D Adjustment coefficient fit
4. Design Wind Velocity mph _ASO _LRFD End Zone Width �' ft.
S. Mean Roof Height: I Z ft, Roof Pitch:2iL•h12 Parapet—ft.
f
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case)
1 X 2 OB @ PERIMETER Zone 1:-�r2 Zone 2:,&'iZone 3: 50.( Zone 4:-M,ZZone 6: 341L Garage:
OhA
REFER TO NOTE #1-THIS SHEEP
7. Design Loads: Floor: 7✓5 PSF Roof/Dead: 3 PSF Roof/Live 1i PSF Balcony_PSF
Dock: _PSF Deck: •_ PSF Stairs: _ PSF Fence: _ PSF Railing: /yfA7
2- # 10 S.M.S. FROM INSIDE FACE OF 8. Were Shear Walls Considered for Structure? Yes _ pgp
—Not Applicable Explain Why Not:
1 X 2 OB INTO SCREW SPLINES OF 9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not: /
I X 2 OB (1" EMBEDMENT MINIMUM.) 10. Minimum soil bearing pressure 2000 P.S,F.
3teot-tqcY-rT'E eooF• w/ I
1
I #FPS CARE • r o32 1 trr .�
5ktta •HOST411UCT;UREJELEM�0TS °.
ZK3X , o A 5 F t't i CONNECTION WITH CONCEALED FASTENERS ,
I
F toQ• t Q� Co L.-a�s s I .
PARTIAL ELEVATIONS / 1X2 TO IX2 CONNECTIONS
A- 2F bxro4S ' rr ,
3x3x.o5o I •
CLo L i /9
AC`fgi-IC.- wtWDow
'ax3x aoGo° C�2t' 6Er-Y EN
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KlUICK PGP2fE-
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Da ill` (f1( @fit o�of c, I g�['oLNCP��E 4coc tc
)%�
FOUNDATION SCHEDULE I ��-o'te•c f Lti ftt,Lt� crtc_
S-1 4"'(3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH _ l ( 1' •l t 1 I t ( ( i I ILI
_
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL
F-1 12r' X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" DEEP X 16" WIDE SPREAD FOOTING WITH 2 # 5 BARS_
CONTINUOUS.
F3 16'r DEEP X 18'r WIDE SPREAD FOOTING WITH 3 # 5 BARS
CONTINUOUS.
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN FO 13 fJ Q /�. l (�i �N
EPDXY.
D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
GERMANO PORCH
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
I
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
1
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Zcm ep
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P-e I
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER Z p v t O
DATE 2/2t 2oLo