05-1120-012G E N E R A L N O 1E
S
04220 CONCRETE MASONRY UNIT:
ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530 -02 AND STRUCTURES ", ACI 530.1
AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE
CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WITH
#9 GAGE LADDER TRUSS TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16"
O.C.. FOR TIE- BEAM /TIE COLUMNS OR UNREINFORCED MASONRY, AND LADDER TYPE
FOR REINFORCED MASONRY.
ALL MASONRY TO BE LAID IN TYPE "M" MORTAR (2500 PSI ON THE JOB)
EXCEPT THAT TYPE "S" (1800 PSI) MAY BE USED FOR INTERIOR NON- BEARING
PARTITION WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE
EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS AND TIED TO FRAME BY EXTENDING
HORIZONTAL JOINT REINFORCING A MINIMUM OF 4" INTO CONCRETE TIE- COLUMN.
PROVIDE 12 GAGE GALVANIZED DOVETAIL TRIANGULAR TIES (BY DUR -O -WALL OR
EQUIVALENT) AT 16" O.C. WHERE CONCRETE FRAME IS PLACED PRIOR TO MASONRY,
UNLESS NOTED OTHERWISE IN DRAWINGS.
WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT
FOR BOLTED COURSE, ONE COURSE ABOVE AND TWO BELOW ANCHOR ELEVATION.
PROVIDE PRECAST LINTELS PER LINTEL SCHEDULE IN DRAWINGS OR 8 "X12" TIE -BEAM
REINFORCED WITH 2 #5 T &B FOR OPENINGS 8' -0" AND SMALLER.
04230 REINFORCED UNIT MASONRY:
ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE
PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE
MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE
MEMBERS A TENSION LAP PER SECTION 3200 PLUS 3" OR FULL DEPTH PLUS A
STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS.
CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF
MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE
FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSE
AGGREGATE. USE HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS
4'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE
WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL REINFORCED CELLS
AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60 MINUTE DELAY
BETWEEN LIFTS. ALL EXTERIOR WALLS TO BE REINFORCED WITH #6048" O.C. VERTICAL
U.N.O. ON DRAWINGS. PROVIDE PRECAST LINTELS PER LINTEL SCHEDULE IN DRAWINGS
OR 8 "X12" TIE -BEAM REINFORCED WITH 2 #5 T &B FOR OPENINGS 8' -0" AND SMALLER.
ALL WALL CORNERS SHALL BE MASONRY BONDED. HORIZONTAL JOINT REINFORCEMENT
FOR REINFORCED MASONRY SHALL BE LADDER TYPE #9 GAGE AT 16" 0/C VERTICALLY.
USE MASONRY F'm = 1500 PSI.
06110 STRUCTURAL WOOD FRAMING AND SHEATHING:
ALL STRUCTURAL LUMBER SHALL CONFORM TO THE ANSI /NFOPA NDS -91 "NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" OF THE AMERICAN FOREST AND
PAPER ASSOCIATION BE IN ACCORDANCE TO ASTM D2555, ASTM D245 AND ASTM
D1990. ALL DIMENSION LUMBERS 2" AND LESS IN NOMINAL THICKNESS SHALL BE 4
SURFACED DRY AND STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF
THE AMERICAN LUMBER STANDARDS COMMITTEE AND MANUFACTURED IN ACCORD WITH
PS 20 -70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. MINIMUM
SPECIES AND GRADES SHALL BE AS FOLLOWS:
USE SPECIES GRADE Fb Ft Fv Fcp E
ALL SOUTHERN PINE NO. 1 1400 825 90 565 1,600,000
TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH
AMERICAN WOOD PRESERVER'S BUREAU LP -2 OR PROVIDE 1/4" THICK 60 DUROMETER
BEARING PAD BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. ALL
LUMBER PERMANENTLY INSTALLED SHALL BE NATURALLY TERMITE RESISTANT OR
TREATED ACCORDINGLY.
06120 STRUCTURAL SHEATHING:
PLYWOOD SHALL CONFORM TO PSI AND SHALL BE APA GRADE STAMPED.
ROOF SHEATHING SHALL BE "APA RATED SHEATHING EXP 1, "5/8" THICK. WALL
SHEATHING SHALL BE "APA RATED SHEATING EXP 1, 1/2- FOR 16" O.C. STUDS
OR 1/2" FOR 24" O.C. STUDS. SUBFLOORS SHALL BE "APA RATED SHEATHING
EXT," 1/2" FOR 16" O.C. FRAMING AND 3/4" FOR 24" O.C. FRAMING. CONFORM TO
APA RECOMMENDATIONS FOR INSTALLATION OF PLYWOOD. MINIMUM NAILING
REQUIREMENTS SHALL BE AS FOLLOWS:
SUBFLOORING: USE 10d COMMON NAILS WITH 3/4" THICK PLYWOOD.
NAIL SPACING SHALL BE 4" O.C. AT PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS.
ROOFS: USE 10d RING SHANK (0.113/0.125) NAILS WITH 19/32" TO 7/8" PLYWOOD.
NAIL SPACING SHALL BE 4" O.C. AT PANELS EDGES AND AT INTERMEDIATE SUPPORTS
(BASED ON A SUPPORT SPACING OF 24" O.C.).NAIL SPACING SHALL BE AT 4" O.C.
AT GABLE ENDS AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS.
06190 WOOD TRUSSES:
THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN
ACCORD WITH ALL APPLICABLE STANDARDS OF TRUSS PLATE INSTITUTE,
INCLUDING BUT NOT LIMITED TO ANSI /TPI -1 "DESIGN SPECIFICATION FOR METAL PLATE
CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES ", CSP "RECOMMENDED
CODE OF STANDARD PRACTICE," HET "HANDLING AND ERECTING WOOD
TRUSSES ", BWT "BRACING WOOD TRUSSES ", QCM "QUALITY CONTROL
MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES.
THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN
TRUSSES BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGES, AND
EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF
ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL
BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED
CRITERIA HAVE BEEN USED.
TRUSS CALCULATIONS, COMPONENT DRAWINGS, CONNECTOR
CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS
ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL.
DESIGN TRUSSES FOR LOADS SHOWN ON PLANS. IN THE ABSENCE OF LOADS,
USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF
BUILDING MATERIALS FOR DEAD LOAD. APPLY NET WIND UPLIFT ON ROOFS
WHEN APPLICABLE.
TRUSS TOP CHORDS SHALL BE GROUP II SPECIES LUMBER. EXPOSED TO
VIEW TRUSSES SHALL BE OF SELECT STRUCTURAL GRADE. ALL OTHER GRADE
AND SPECIES SELECTION IS THE DISCRETION OF THE SUPPLIER. COORDINATE
ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW
TRUSSES, WEB CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE
MODIFIED BY THE SUPPLIER FOR ECONOMY. PROVIDE 60 DUROMETER 1/4- THICK
NEOPRENE PADS BETWEEN TRUSSES AND CONCRETE OR MASONRY BEARING
SURFACES. PROVIDE GALVANIZED HURRICANE ANCHORS DESIGNED FOR NET
WIND UPLIFT AT ALL BEARINGS.
TRUSS LAYOUT SHOWN ON STRUCTURAL DRAWINGS INCLUDING ALL GIRDERS
MAY NOT BE MODIFIED, SINCE ANY VARIATION FROM THESE DRAWINGS WILL
REQUIRED RESUBMITTAL OF REVISED STRUCTURAL DRAWINGS. IF SPECIALTY
ENGINEER / TRUSS MANUFACTURER DETERMINES THAT A DIFFERENT LAYOUT
COULD BE MORE ECONOMICAL, THIS MUST BE COMMUNICATED IN WRITING WITH
PRELIMINARY DRAWINGS TO ARCHITECT / ENGINEER BEFORE PROCEEDING WITH
PREPARATION OF SHOP DRAWINGS.
ANY CHANGES TO STRUCTURAL DRAWINGS MUST BE RESUBMITTED TO BUILDING
DEPARTMENT FOR APPROVAL PRIOR TO TRUSSES INSTALLATION.
COST FOR MODIFYING THESE DRAWINGS TO BE CARRIED BY CONTRACTOR.
WOOD TRUSS MANUFACTURER TO ENSURE THAT HEEL SIZES OF ALL
TRUSSES CAN ACCOMODATE THE STRAP FOR THE AMOUNT OF NAILS INDICATED
FOR UPLIFT LOADS.
INDEX OF DRAWINGS
S -1 - GENERAL NOTES
S -1A - GENERAL NOTES AND INDEX
S -2 - FOUNDATION PLAN
S -3 - SECOND FLOOR FRAMING PLAN AND SECOND
FLOOR FRAMING PLAN
S -4 - ROOF FRAMING PLAN
S -5 - FOUNDATION DETAILS
S -6 - FOUNDATION DETAILS AND COLUMN AND
CONCRETE BEAM SCHEDULES
S -7 - FRAMING SECTIONS AND FOUNDATION SCHEDULES
S -8 - FRAMING ELEVATIONS.
S -9 - FRAMING SECTIONS.
S -10 - ROOF CONNECTORS AND FRAMING ELEVATION
S -11 - WINDOW WIND LOAD ELEVATIONS.
S 12 - WINDOW WIND LOAD ELEVATIONS.
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THIS-DRAWING ARE _CONFIDENTIAL
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REVISION
DATE
DATE
5 -16 -05
SHEET NO.
S -1A
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