HomeMy WebLinkAboutAPPROVED Engineering Floor PlanSCOPE OF WORK:
• GLAZING RENOVATION
TABLE OF CONTENT:
S-000- COVER PAGE
S-100- PLAN VIEW - FIRST & SECOND FLOOR
S-300- WINDOW & DOOR ELEVATION
UNIT 106
16 LAKE VISTA TRAIL, UNIT 10
PORT ST. LUCIE, FL 34952
NOA SCHEDULE;
1. DOORS FL #11103.1 SERIES "8900" PVC SLIDING GLASS DOOR
1.1. GLASS: Ylfi' TEMP. GLASS +%" AIR SPACE +,e' ANN. GLASS + 0.105" KURAKAY PVB INTERLAYER +far
ANN. GLASS
1.2, IMPACT: L.M.I
2. WINDOWS FL#15780.8 SERIES "BARCELONA 131-1301" EXTRUDED PVC DOUBLE HUNG "IMPACT" WINDOW
2.1. GLASS: Ye ANN. GLASS + 0.090" SANFLEX PVB INTERLAYER +Y" ANN. GLASS +AIR SPACE + y" ANN. GLASS
2.2. IMPACT: L.M.I.
3. MULLION FL# 17472.2 CLIPPED ALUMINUM BAYIBOW MULLION - L.M.1
GENERAL NOTES:
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 MUST BE COATED WITH A LAYER OF BITUMINOUS PAIN
B. 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 WIND LOADS:
THE STRUCTURAL FRAMING WAS DFSIGNED USING F.B.C. 2020 AND THE 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 GLAZING SHALL BE BRONZE TINT COLOR.
2. ALL WINDOWS AND DOORS FRAMES SHALL BE BRONZE COLOR.
U I 5A I tLLI I t VItVV
_oo N.T.S.
STAMPS
Digitally
signed by
This item has been digitally signed and sealed by Carlos E
�{ s Carlos Melchor on the date adjacent to the seal. Melchor
,fr�s
Printed coples of this document are not considered "o+� Date;
signed an -
d sealed and the signature must be 2021.02.08
17:57:11
verified on any electronic copies-05,00,
ISSUED FOR PERMIT
02 SITE PLAN
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CARLOS MELCHOR
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DRAWING INFO
GLAZING
RENOVATION
20-269 - SHOP DWG
PAGE: S-000
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BEDROOM
LIVING ROOM
DINING
BEDROOM 1 KITECHEN
1X4X1/4'
2
00
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
20.20B�HI L)U
RENOVATION
20.20B�HI L)U
rFIFL# 17472.2 .X4X114"
747
d
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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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