11-1120-001BRING E
THE RE(
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BUILDING
ADDRESS: 5811 S.W. 56 TERRACE, MIAMI. FLORIDA 33156
PROJECT LOCATION
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ALUMINUM STOREFRONT/RAILING NOTE:
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1 . ALL ALUMINUM SHALL BE TYPE 6061 —T6, UNLESS NOTED OTHERWISE (U.N.O.)
2. BOLTS & OTHER FASTENERS DIRECTLY IN CONTACT WITH ALUMINUM MEMBERS SHALL
BE ALUMINUM, STAINLESS STEEL OR ELECTRO GALVANIZED STEEL, DOUBLE CADMIUM
PLATED STEEL BOLTS MAY BE ALLOWED UPON WRITTEN REQUEST TO THE ENGINEER OF
RECORD.
3. ALUMINUM PARTS SHALL BE WELDED WITH AN INERT —GAS SHIELDED ARC OR
RESISTANCE WELDING PROCESS. FLUX WELDING IS NOT ALLOWED. FILLER ALLOYS
SHALL BE AS AMERICAN WELDING SOCIETY SPECIFICATIONS A5.10 -69. ALL WELDING
SHALL BE PERFORMED BY CERTIFIED WELDERS.
4. DURING ERECTION, ALUMINUM STRUCTURES SHALL BE ADEQUATELY BRACED AND
6. FASTENED TO RESIST DEAD, WIND AND ERECTION LOADS.
5. ALUMINUM IN CONTACT WITH NON — COMPATIBLE METALS SUCH AS STEEL SHALL BE
PROTECTED AS PER FBC 2003.8.4.2,
g ALUMINUM IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH AN ALKALI
RESISTANT COATING.
ALUMINUM IN CONTACT WITH WOOD SHALL BE PROTECTED WITH TWO COATS OF
ALUMINUM METAL -- AND— MASONRY PAINT,
ALL CONECTIONS TO BE WELDED. USE Yle" MINIMUM WELD SIZE, TYPICAL U.N.O.
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CONSULTING ENGINEERS, INC
4705 S.W. 143RD AVENUE
pAGE MIAMI, FLORIDA 33175
PHONE: 786 -351 3663
FERNANDO AZCUE P.E.
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CONSULTANTS
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GENERAL NOTES:
1, ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENT.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO START OF
WORK AND NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND OBTAIN
HIS APPROVAL BEFORE PROCEEDING WITH WORK.
3. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS
OBTAINED.
4. CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO
COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED
5, DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
6, NOTIFY ENGINEER 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT
PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER.
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL ,
BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS
OPROTECT ADJACENT PROPERTIES.
9. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH
SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER /ENGINEER.
10. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS
THROUGHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR
THIS JOB.
11.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND
FORTHE SEQUENCES AND PROCEDURES TO BE USED.
WOOD NOTES:
1, PRIMARY WOOD FRAMING MEMBERS SHALL BE No. 2 SOUTHERN PINE OR BETTER; SURFACE DRY
USED AT MAX. 19% M.C. WITH THE FOLLOWING STRESS RATINGS UNLESS NOTED OTHERWISE:
Fb (SINGLE MEMBERS) = 1,200 PSI
Fb (REPETITIVE MEMBERS) = 1,400 PSI
Fv = 90 PSI
Fc (PERPENDICULAR TO GRAIN) = 565 PSI ;
E = 1,600 KSI
2. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GLAVANIZED TREATED. `
3, ALL WOOD IN CONTACT KITH CONCRETE SHALL BE PRESSURE TREATED.
4. DECKING DESIGNED FOR A SUPERIMPOSED LOAD OF: 60 PSF. ,, {!
5, SHEATHING:
USE 3/4" PLYWOOD APA RATED SHEATHING EXPOSURE I. INSTALL WITH THE LONG DIMENSION ORAL¢.
STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS OVER TWO OR
MORE SPANS, PANEL END JOINTS SHALL OCCUR OVER FRAMING, NAIL Q 6" O.C. ALONG
SUPPORT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, NAIL @ 4" O.C. ALONG THE
PERIMETER OF TEH ROOF. THIS IS BASED ON MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS
SHALL BE 8D NAILS WITH 1 3/4" MIN, PENETRATION ON MAIN MEMBER.
PROJECT NAME:
MR.ANDRES RODRICU
RESIDENCE SUN ROC
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STOEERONT LEOAEIZATI'(
AS PER CURRENT �
5811 S.W. 56 TERRACE
AAMI, FLORIDA 33143
COMM, NO: 11 --0032 l
SCALE: AS NOTED
DATE: SEPT 2011
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DRAWN: YD
CHECKED: FA
DRAWING TITLE:
— SCOPE OF WORK
— LOCATION OF PROJECT
— GENERAL NOTES
— STRUCTURAL NOTES
SHEET NO:
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