HomeMy WebLinkAboutEngineering Floor PlanSCOPE OF WORK:
• GLAZING RENOVATION
TABLE OF CONTENT:
5-000-
COVER PAGE
5-100.
PLAN VIEW- FIRST$ SECOND FLOOR
S-300-
WINDOW & DOOR ELEVATION
UNIT 106
16 LAKE VISTA TRAIL, UNIT 1
PORT ST. LUCIE, FL 34952
1. SCHEDULE:
i. DOORS FL #71103.1 SERIES "8900" PVC SLIDING GLASS DOOR
1.1, GLASS: Yls" TEMP. GLASS+%"AIRSPACE +Ys^ANN.GLASS+ 0.105" KURAKAY PVB INTERLAYER+Ys
ANN. GLASS
1.2, IMPACT: L.M.I =1
2, WINDOWS FL#15780.8 SERIES "BARCELONA DH301" EXTRUDED PVC DOUBLE HUNG "IMPACT" WINDOW SCOPE OF WORK
P k
2.1, GLASS: X* ANN. GLASS+0.090"SANFLEX EVE INTERLAYER+y"ANN,GLASS+AIRSPACE+}p"ANN. GLASS 01 SATELLITE VIEW
2.2. IMPACT. L.M.I. _00 N.T.S.
3. MULLION FL# 17472.2 CLIPPED ALUMINUM BAY/BOW MULLION -L.M.I
1. ALL DIMENSIONS
1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.
2. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY,
3. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH
THE AFFECTED PART OF THE WORK.
4, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE,
5, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION,
6. EXISTING WOOD & CONCRETE STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE
SUPERIMPOSED LOADS.
7. ALUMINUM IN CONTACT WITH CONCRETE MUSr BE COATED WITH A LAYER OF BITUMINOUS PAIN
8, DRAWINGS ARE CHECKED FOR STRUCTURAL REQUIREMENTS ONLY, CARLOS MELCHOR,P.E. DOES NOT ISSUE ANY
WARRANTIES WITH RESPECT TO WATER PROOFING OR ANY OTHER NON STRUCTURAL ITEMS REFERENCED
HEREIN,
DESIGN W[ND LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. WITH
ANDTHE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2020 AND ASCE 7-16.
WIND VELOCITY: 165 MPH
EXPOSURE CATEGORY: C
FINISH NOTES:
1. ALL GI WINDOWS
SHALL BE BRONZE TINT COLOR.
2, ALL WINDOWS AND DOORS FRAMES SHALL BE BRONZE COLOR.
02 SITE PLAN
_oo SCALE 1n8'=1'-0'
This item has been digitally signed and sealed by
Carlos Melchoron the date adjacent to the seal.
Printed copies of this document are not considered
signed and sealed and the signature must be
verifled on any electronic copies
Digitally
signed by
Carlos E
Melchor
av % Date:
dP 2021,02.08
17:57:11
-05,00'
ISSUED FOR PERMIT
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COMMENT
CARLOB MELCHOR
FL 13"
32186
RENOVATION
28-20B-SHOP OWG
PAGE: S-000
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BEDROOM
LIVING ROOM
DINING
BEDROOM 1 KITECHEN
1X4X1/4'
2
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01 PLAN VIEW
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Digitally
signed by
This hem has been digitally signed and sealed by Carlos E
Carlos Melchor an the date adjacent to the seal. (D2021.02,08
Melchor
Printed copies of this document are not considered Date:
signed and sealed and the signature must be
verified on any electronic copies 17:57:28
-05'00' PAGE:
ISSUED FOR PERMIT
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COMMENT
CPRLOfi MELCHOR
FL 1344
C.A.N.#32106
RENOVATION
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RENOVATION
20.20B�HI L)U
rFIFL# 17472.2 .X4X114"
747
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OFL#: 15780.8 O FL#: 15]80.8
ZONE
ZONE i
ZONES WIND LOADS ZONES WIND LOADS
Pd+39.2 PSF Pd+38.2 PSF
Pd-51.1 PSF Pd-51.1 PSF
OFL #: 15]80.8
ZONE
ZONE 4 WIND LOADS
Pd +30.2 PSF
Pd-41.4 PSF
&D WINDOW &DOOR ELEVATION
3 FL#: 11103.1
S QTY.: i
ZONE B. WIND LOADS
PdPSF
.41.4
Pd - 41.4 PSF
OFL #: 15780.8
OTV.: 1
ZONE 4 WIND LOADS
Pd+33.2 PSF
Ptl-41.4 PSF
___ B.O. TIE BEAM
OFL #: 11103.1
4 ZONE
ZONE 5WIND LOADS
Pd .PSF
Pd-51.1-51.1 PSF
__ B.O. TIE BEAM
OFL #: 15]80.8
OTV.:1
ZONE4 WIND LOADS
Pd +3B.2 PSF
Pd-41.4 PSF
This Rem has been digitally signed and sealed try Digitally signed
Carlos Melchor on the date adjacent [o the seal. m s` M „loos E
Printed copies of this document are not considered Date:
signed and sealed and the signature must he 2021.0A06
17:57:42-05000'
verifled on any electronic copies
ISSUED FOR PERMIT
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C.A.N.#32186
ENOVATION
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ENOVATION
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