7615 SW 62 AVE ERPB-07-078-038 GENERAL NOTES LINTELS
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I. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE 1. MASONRY OPENINGS LESS THAN 8' SHALL BE SPANNED WITH = '
FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO 5'x8' PRECAST CONCRETE LINTELS WITH 2 - 05 REINFORCING BARS. ¢
PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND IT'S CONTENTS. EACH LINTEL SHALL BEAR A MINIMUM OF 8' AT EACH END.
2. REFER t0 THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT
: ..............
INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL ' `
DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE PRE-ENGINEERED ROOF TRUSS NOTE
ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH THE ARCHITECT.
1. ROOF TRUSSES ARE TO BE DESIGNED BY THE TRU55 MANUFACTURER
3. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE TO MEET OR EXCEED THE FOLLOWING LOAD CONDITIONS IN ADDITION TO ALL
MANUFACTURERS INSTRUCTIONS UNLE55 INDICATED ELSEWHERE IN THE GOVERNING BUILDING CODES, ARCHITECTURAL REQUIREMENTS. GUTIERILREZ
CONSTRUCTION DOCUMENTS. COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING,
ATTACHMENTS, ANCHORAGE, FOR FINAL INSTALLATION. n LOZANO
4. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE QX�/',
JOBSITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 2. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT ARCJTLJJL SHOW N, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE T
5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER/ARCHITECT OF RECORD FOR REVIEW AND APPROVAL, PRIOR
DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE TO FABRICATION. 2830 W. STATE ROAD 84, SUITE( 17
STRUCTURAL DRAWINGS. FT. LAUDERDALE, FL. 33312
TOP CHORD LIVE LOAD 20 PSF PHONE: (954) 321 -3442
6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE FAX: (954) 321 -3864
MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE. TOP CHORD DEAD LOAD 15 PSF
BOTTOM CHORD DEAD LOAD 5 PSF
FOUNDATIONS REVISIONS
TOTAL DESIGN LOAD 40 PSF
1. FOUNDATION SHALL BE PREPARED IN FULL CONFORMANCE WITH THE
SOIL REPORT PREPARED BY REGISTERED GEOTECHNICAL ENGINEER
2. FOOTINGS HAVE BEEN DESIGNED FOR ALLOWABLE SOIL BEARING STRUCTURAL WOOD
PRESSURE OF 2,500 PSF. VERIFY BY MEANS OF SOIL TEST.
3. ALL SITE WORK SHALL CONFORM t0 THE REQUIREMENTS SET FORTH 1. PRE-ENGINEERED GLUE-LAM STRUCTURE ( MANUR TO PROVIDE SHOP
IN SAID SOIL REPORT. ENGINEERED SHOP DRAWINGS) (RAFTERS AND ROOF DECKING)
CONCRETE REINFORCING
DESIGN BASIS
1. CONCRETE AND REINFORCING SHALL BE PLACED ACCORDING TO ACI-318-05 AND
MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:
ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE MANUEL GUTIERREZ ❑
FOOTINGS 3" CLEAR BOTTOM AND SIDES, 2' CLEAR TOP FLORIDA BUILDING CODE, 2001 EDITION STATE OF FLA. REG. No. 8253
WALLS 2' CLEAR OUTSIDE FACE, 1 1/2' CLEAR INSIDE FACE
SLABS 3/4' CLR
BEAMS 1 1/2' CLR TO STIRRUPS THIS BUILDING HAS BEEN DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM
COLUMNS 1 1/2' CLR TO TIES DESIGN LOADS:
2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A57M MEAN ROOF HEIGHT 25'BASIC WIND SPEED V 146 MPH
A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO IMPORTANCE FACTOR 1.0
TYPICAL DETAILS SHOWN IN THE 'MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONC. STRUCTURES ACI 315, LATEST EDITION'. EXPOSURE CATEGORY 'C' CARLOS LOZANO ❑
ENCLOSED, PARTIALLY ENCLOSED BUILDING. (INT. PRESS COEF. = t 0.18) STATE OF FLA. REG. No. 0014722
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, GRAVITY LOADS
WALLS, SLABS AND OTHER CONC. SHALL BE LAP-SPLICED 36 BAR DIAM. OR I'-
(c' MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL OFFICE L.L. 50 PSF STAIRS 100 PSF
BARS At END OF CONT. FTGS, BEAMS OR CONT. HORIZON. ELEMENTS ROOF LL. 30 PSF CORRIDORS L.L. 80 PSF
SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS.
WIND PRESSURE (MAIN WIND FORCES RESISTING SYSTEM)
4. PROVIDE 'L' BARS (SAME 51ZE AND QUANTITY AS BEAM STEEL) IN ALL TIE
BEAMS. HORIZONTAL LOADS:
-END ZONE: WALL = 605 PSF
ROOF 31.0 PSF
CONCRETE -INTERIOR ZONE: WALL 43.1 PSF
I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI ROOF = 29.1 PSF
301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS
OF 4,000 PSI. FOR BEAMS a COLUMNS, 3,000 PSI FOR ALL OTHER U.N.O. VERTICAL LOADS:
-ROOF: END ZONE : WINDWARD -26.9 PSF
2. CONCRETE, WHEN PLACED, SMALL HAVE A SLUMP OF 5 INCHES PLUS OR LEEWARD = -36.6 PSF
MINUS ONE INCH.
INT. ZONE : WINDWARD = -19.4 PSF
=
3. CONSTRUCTION JOINTS DESkaN AND LOCATION SHALL CONFORM STRICTLY LEEWARD -29.4 PSF
TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY OVERHANG : END ZONE _ -50.0 P5F
CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE INT ZONE _ -42.1 PSF
CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
4. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP
DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS �.�
PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. gz �
DESIGN PRESSURE FOR WINDOWS AND DOORS w
MA5ONR7 SIZE END ZONE INTERIOR
(SQ. FT.) INWARD OUTWARD INWARD OUTWARD
1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM G90 10 +605 -81.1 +605 -65.1
FOR LOAD BEARING CONCRETE MASONRY. 20 +550 -15.9 +580 -63.1
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
+52.8
50 +528 -68.2
DESIGN COMPRESSIVE STRENGTH F'm=1500 PSI
-60.5
3. MASONRY REINFORCEMENT SHALL BE DUR-O-WAL LADDER TYPE OR 100 +503 -63.1 +503 -51.9 �'� C7
APPROVED EQUAL. UNLESS OTHERWISE NOTED ON PLAN, MASONRY WALL SHALL BE V-+
REINFORCED WITH DUR-O-WAL STANDARD GAGE NO.S . REINFORCEMENT SHALL BE cfD
INSTALLED IN THE FIRST AND SECOND BED JOINTS, 8' APART IMMEDIATELY ABOVE W
M TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND U !�
t LINTELS AND BELOW OPENINGS AND SHALL EXTEND TWO FEET BEYOND THE JAMBS. ►-�
ALL OTHER REINFORCEMENT SHALL BE CONTINUOUS EXCEPT THAT IT SHALL NOT PASS SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES.
P
THROUGH VERTICAL MASONRY CONTROL JOINTS. SIDE RODS SHALL BE LAPPED C) 1�T1 Ln
'-'�
u AT LEAST 6' AT SPLICE. HORIZONTAL JOINT REINF. SPACED 0 16' OC TYR. UNO.
21 PTq E-
4. COMPRESSIVE YIELD STRENGTH OF C.M.U. AT 28 DAYS SHALL NOT BE Z '
ro
LESS THAN 2,500 P51
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5. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. SPECIAL IN5PECTION5 - NOTES:
BAR LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED REBAR AND
o THAT ALL CELLS ARE RODDED AND MADE CLEAR OF ALL MORTAR AND OTHER 1. ALL STRUCTURAL PRE CAST UNITS SHALL BE INSPECTED FOR QUALITY CONTROL BY AN SHEET TITLE
DEBRIS. ARCHITECT OR PROFESSIONAL ENGINEER QUALIFIED TO PERFORM THESE INSPECTIONS PRIOR TO
m THE CONCRETE PLACEMENT AT THE CASTING YARD.
0 6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE SPECIFICATIONS
BRACING OF ALL MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY 2. ALL STRUCTURAL PRE CAST UNIT AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE SHALL BE
BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, INSPECTED AFTER ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS SHALL BE
AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR
3. A SPECIAL INSPECTOR SHALL PERFORM INSPECTIONS FOR ALL ENGINEERED UNIT MASONRY.
v 1. CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND SCALE: 1'- 1/4'
F PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL 3. A SPECIAL INSPECTOR SHALL PERFORM INSPECTIONS FOR ALL PREMANUFACTURED WOOD TRUSSES.
REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN 8'-0' O.C. AND SHALL
BE LAPPED A MINIMUM OF 2'-4". CLEAN OUTS MUST BE PROVIDED AT ALL
LOCATIONS WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL JOB NO.:
ASSURE THAT ALL REINFORCEMENT 15 PROPERLY PLACED AND CENTERED IN THE WALL.
8. GROUTING OF CELLS: LOW-LIFT OR HIGH-LIFT GROUTING MAY BE USED IN GROUTING DATE: 09/12/08
WALL CELLS, AT CONTRACTOR'S OPTION. THE FOLLOWING SPECIFICATIONS SHALL APPLY:
A. REINFORCING STEEL SHALL BE SECURED IN PLACE AND INSPECTED PRIOR TO GROUTING. SHEET
a B. ALL GROUT SHALL BE FUDDLED OR VIBRATED IN PLACE. PERMIT ENGINEERING SERVICES, INC.
C. GROUTING OF BEAM OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 801 PIKE ROAD,
D. THE TOP OF UNFILLED CELL COLUMNS UNDER A HORIZONTAL MASONRY BEAM SHALL BE WEST PALM BEACH , FL 33411
COVERED WITH METAL LATH OR SPECIAL UNITS TO CONFINE THE GROUT FILL TO THE
z PH: 1561) 68S-3981 •
BEAM SECTION.
E. ALL BOLTS, ANCHORS AND OTHER EMBEDDED STEEL SHALL BE SOLIDLY GROUTED CERT. NO. E5-0006S8S
IN PLACE. ALBERT P. KWAN P.E. OF
E6155
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