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CODES AND STANDARDS
<br />'STRUCTURAL DESIGN BASED ON THE 2010 FLORIDA BUILDING CODE
<br />'MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7
<br />'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318*
<br />* BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530
<br />* AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
<br />* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
<br />* AF&PA WOOD FRAME CONSTRUCTION MANUAL
<br />GENERAL
<br />* DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br />SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER
<br />IMMEDIATELY.
<br />* ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS
<br />ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO
<br />THE ATTENTION OF THE DESIGNER IMMEDIATELY.
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF
<br />CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND
<br />SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />* IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SEVICES TO
<br />DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.
<br />* THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES.
<br />* ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG
<br />WITH THE BEST TRADE PRACTICES AND STANDARDS.
<br />* ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS.
<br />* DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE
<br />ARCHITECTURAL DETAILS AFFECTING THEIR WORK.
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN
<br />THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />* ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE
<br />DRAWINGS - WHICHEVER IS MORE STRINGENT.
<br />* ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING
<br />REQUIREMENTS.
<br />DESIGN
<br />* LIVE LOADS
<br />FLOOR 40 PSF
<br />ATTIC 20 PSF
<br />ROOF 20 PSF
<br />BALCONY 60 PSF
<br />* DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED
<br />SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTRUAL SYSTEMS.
<br />* WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS.
<br />INSPECTIONS I TERMITE PROTECTION
<br />* A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR
<br />THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING
<br />STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
<br />* ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND
<br />APPROVED BEFORE REQUESTING THE FRAMING INSPECTION.
<br />* A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
<br />HEATER OR ELECTRIC PANEL.
<br />* CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE
<br />WALLS.
<br />'IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED
<br />WITHIN V-0" OF THE BUILDING SIDE WALLS.
<br />* TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH
<br />GRADE SHALL NOT BE LESS THAN 6 INCHES: EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS
<br />THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR
<br />FORMED.
<br />* BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL
<br />ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
<br />* MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF
<br />RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED.
<br />* CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE
<br />EXTERIOR SOIL TREATMENT.
<br />'SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF
<br />STRUCTURE SIDEWALLS.
<br />* AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE
<br />INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED,
<br />SHALL BE RETREATED.
<br />* ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<br />'A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST
<br />CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF
<br />COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
<br />OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />* AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0"
<br />OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER
<br />CELLULOSE CONTAINING MATERIAL.
<br />" NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15-' OF ANY
<br />BUILDING OR PROPOSED BUILDING.
<br />SOIL
<br />* ASSUMED MINIMUM SOIL PRESSURE OF 2000 PSF.
<br />* ALL CLEAN FILL TO BE MECHANICALLY COMPACTED BEFORE AND AFTER ALL GRADE SLAB EXCAVATIONS ARE
<br />MADE TO OBTAIN MINIMUM SOIL PRESSURE
<br />* ALL CLEAN FILL MECHANICALLY COMPACTED BY A WALK -BEHIND VIBRATING COMPACTOR OR "JUMPING
<br />JACK" SHALL BE DONE IN 12" LIFTS MAXIMUM
<br />* CONTRACTOR SHALL ENSURE THAT FINAL GRADE HAS REACHED ALL REQUIRED SPECIFICATIONS.
<br />REINFORCING STEEL
<br />* DEFORMED REINFORCING BARS PER ASTM A615 GRADE 60.
<br />WELDED WIRE FABRIC PER ASTM A185 - MINIMUM LAP OF TWO SQUARES.
<br />' REFERENCE THE REINFORCEMENT DATA TABLE IN THESE PLANS FOR ADDITIONAL DETAILS AND
<br />INFORMATION.
<br />" REINFORCING STEEL SHALL NOT BE BENT IN THE FIELD WITHOUT THE CONSENT OF THE ENGINEER - AL
<br />STEEL TO BE PRE -FABRICATED.
<br />* REINFORCING STEEL SHALL NOT BE WELDED UNLESS SPECIFIED WITHIN THESE PLANS. ALL WELDED STEEL
<br />SHALL BE A706 REBAR.
<br />CONCRETE
<br />* MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE F'c=3000psi
<br />'.CEMENT PER ASTM C-150 TYPE 1
<br />NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM C33. MAXIMUM AGGREGATE
<br />SIZE OF 3/4"
<br />" PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN
<br />0.05/o
<br />0
<br />CHLORIDE IONS ARE NOT PERMITTED. N ADMIXTURE SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN
<br />O
<br />TESTED IN ACCORDANCE WITH ASTM C494 AND ASTM C157.
<br />' MINIMUM CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS:
<br />FOOTINGS AGAINST EARTH 3"
<br />FOOTINGS FORMED 2"
<br />SLAB ON GRADE 1 'h" (FROM TOP)
<br />COLUMNS 1 '%" (AT TIES)
<br />BEAMS 1 1/z" (AT TIES)
<br />WALLS 2"
<br />FOUNDATION AND SLAB ON GROUND SHALL BE CONSTRUCTED ON CLEAN POISONED FILL COMPACTED TO
<br />98% OF ASTM SPECIFICATION D-698 (STANDARD PROCTOR DENSITY). ALL EARTH IN DIRECT CONTACT WITH
<br />CONCRETE PLACEMENT SHALL BE SUFFICIENTLY WETTED TO PREVENT ABSORPTION OF WATER FROM THE
<br />CONCRETE MIX OR CONCRETE MIX DESIGN SHALL BE ADJUSTED TO ACCOUNT FOR THE WATER ABSORPTION
<br />OF EARTH.
<br />* DISCHARGE OF THE CONCRETE SHALL BE COMPLETED WITHIN 1-1/2 HOURS OR BEFORE THE DRUM HAS
<br />REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, AFTER THE INTRODUCTION OF THE MIXING WATER
<br />TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF THE CEMENT TO THE AGGREGATES.
<br />WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY ENGINEER.
<br />* USE VIBRATORS FOR CONCRETE CONSOLIDATION. PLACE VIBRATORS IN CONCRETE RAPIDLY TO PENETRATE
<br />INTO PREVIOUS LIFT BLENDING TWO LAYERS AND MINIMIZING OR ELIMINATING TRAPPED AIR BETWEEN
<br />CONCRETE AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO COME WITHIN 3" OF FORM FACE.
<br />VIBRATORS SHALL BE 2-1/2" TO 2-5/8" IN DIAMETER WITH MINIMUM FREQUENCY OF 10,000 IMPULSES PER
<br />MINUTE. USE AND TYPE OF VIBRATORS SHALL CONFORM TO ACI 309 "RECOMMENDED PRACTICE FOR
<br />CONSOLIDATION OF CONCRETE".
<br />_WOOD
<br />* ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE
<br />* ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE -APPROVED BY THE ENGINEER
<br />* WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN
<br />ACCORDANCE WITH AITC-109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN
<br />ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT.
<br />* COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT
<br />DEFORMATION AND TO ALLOW AIR CIRCULATION.
<br />* CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB).
<br />2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4)
<br />MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE
<br />- BOARDS: STANDARD OR NO. 3.
<br />* EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB).
<br />2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19.
<br />CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED
<br />PLYWOOD: PS 1, A-D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE
<br />RETARDANT TREATED.
<br />* FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS,
<br />UNFINISHED STEEL ELSEWHERE U.N.O.
<br />WOOD CONNECTORS
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE
<br />COMBINED.
<br />*ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR
<br />SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE
<br />FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN
<br />BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE
<br />BEND, ONE TIME ONLY.
<br />* ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT
<br />DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE
<br />CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX
<br />GALVANIZED AND STAINLESS STEEL MATERIALS.
<br />* A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE
<br />IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE
<br />EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT
<br />EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1).
<br />* BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST
<br />THE APPLIED LOAD.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER
<br />TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG.
<br />* ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE
<br />MANUFACTURER'S CATALOG.
<br />* BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER
<br />(NDS 8.1.2.1)
<br />* INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
<br />* NAIL TOOLS WITH HOLE -LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE
<br />CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES.
<br />* JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND
<br />THE HEADER SHALL NOT EXCEED 1/8".
<br />ROOF (SHINGLE)
<br />* ROOF SHEATHING SHALL BE MIN 1/2" PLYWOOD APA RATED EXPOSURE 1 C-D WOOD STRUCTURAL PANELS
<br />AND SHALL SPAN NO MORE THAN 2'-0'
<br />* SHEATHING SHALL SPAN WITH THE LONG DIMENSION PERPENDICULAR TO FRAMING WITH THE END JOINTS
<br />STAGGERED
<br />* FASTEN SHEATHING WITH 8D COMMON RING -SHANK NAILS @ 6"cc MINIMUM U.N.O.
<br />* FASTEN SHEATHING WITH 8D COMMON NAILS @ 4"cc MINIMUM WITHIN ALL END ZONES - FOR END ZONE
<br />DIMENSIONS AND LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS.
<br />* FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4"cc MINIMUM WITHIN ALL CORNERS OF OVERHANGS -
<br />FOR OVERHANG CORNER LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS.
<br />* FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4"cc FOR A LENGTH OF 4'-0" PERPENDICULAR TO EACH
<br />GABLE END.
<br />* UNDERLAYMENT SHALL CONFORM TO ASTM D226 TYPE 1 OR ASTM 4869 TYPE 1.
<br />* FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE A MINIMUM OF TWO LAYERS APPLIED
<br />AS FOLLOWS: (1) STARTING AT THE SAVE, A 19-INCH STRIP OF UNDERLAYMENT SHALL BE APPLIED PARALLEL
<br />WITH THE EAVE AND FASTENED SUFFICIENTLY TO STAY IN PLACE. (2) STARTING AT THE EAVE, 36-INCH-WIDE
<br />STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND
<br />FASTENED SUFFICIENTLY TO STAY IN PLACE.
<br />* FOR ROOF SLOPES 4:12 OR GREATER, UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF
<br />UNDERLAYMENT FELT APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, UNDERLAYMENT SHALL BE APPLIED
<br />SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2 INCHES (51 MM), AND FASTENED SUFFICIENTLY TO STAY
<br />IN PLACE.
<br />* ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTM D 3462.
<br />* ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH). ASPHALT
<br />SHINGLE MANUFACTURER SHALL SUPPLY INSTALLATION SPECIFICATIONS IN CONFORMANCE WITH THE BASIC
<br />WIND SPEED SHOWN ON THESE DRAWINGS.
<br />* VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
<br />INSTRUCTIONS BEFORE APPLYING ASPHALT SHINGLES. OPEN VALLEY FLASHING SHALL BE MINIMUM 16
<br />INCHES WIDE OF 2.5-LB LEAD. CLOSED VALLEY FLASHING SHALL BE ONE PLY OF SMOOTH ROLL ROOFING AT
<br />LEAST 36 INCHES WIDE AND COMPLYING WITH ASTM D 224.
<br />* DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MINIMUM
<br />OF 2 INCHES. EAVE DRIP EDGES SHALL EXTEND 1/4 INCH BELOW SHEATHING AND EXTEND BACK ON THE
<br />ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12
<br />INCHES ON CENTER.
<br />* BASE AND CAP FLASHING SHALL BE MINIMUM 2.5-LB LEAD.
<br />WOOD TRUSS FRAMING SYSTEM
<br />* TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THESE SPECIFICATIONS AND WHERE ANY APPLICABLE
<br />DESIGN FEATURE IS NOT SPECIFIED HEREIN, DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE
<br />PROVISIONS OF LATEST EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS)
<br />AMERICAN FOREST AND PAPER ASSOCIATION (AFPA), AND DESIGN SPECIFICATIONS FOR METAL PLATE
<br />CONNECTED WOOD TRUSSES (ANSI/TPI 1), TRUSS PLATE INSTITUTE (TPI), AND CODE OF JURISDICTION.
<br />* MANUFACTURER SHALL FURNISH DESIGN AND PLACEMENT DRAWINGS BEARING SEAL AND REGISTRATION
<br />NUMBER OF A STRUCTURAL ENGINEER LICENSED IN STATE WHERE TRUSSES ARE TO BE INSTALLED.
<br />DRAWINGS SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION.
<br />* TRUSS DESIGN DRAWINGS SHALL INCLUDE AS MINIMUM INFORMATION:
<br />SPAN, DEPTH OR SLOPE AND SPACING OF TRUSSES
<br />REQUIRED BEARING WIDTH
<br />DESIGN LOADS, AS APPLICABLE: (1) TOP CHORD LIVE LOAD; (2) TOP CHORD DEAD LOAD; (3) BOTTOM
<br />CHORD LIVE LOAD; (4). BOTTOM CHORD DEAD LOAD; (5) CONCENTRATED LOADS AND THEIR POINTS OF
<br />APPLICATION; AND (6) WIND AND SEISMIC CRITERIA;
<br />ADJUSTMENT TO LUMBER AND PLATE DESIGN LOADS FOR CONDITION OF USE
<br />REACTIVE FORCES, THEIR POINTS OF OCCURRENCE AND DIRECTION
<br />PLATE TYPE, GAGE, SIZE AND LOCATION OF PLATE AT EACH JOINT
<br />LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER
<br />LOCATION OF ANY REQUIRED CONTINUOUS LATERAL BRACING
<br />CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DEFLECTION FOR LIVE AND TOTAL LOAD
<br />MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS
<br />LOCATION OF JOINTS
<br />CONNECTION REQUIREMENTS FOR: (1) TRUSS TO TRUSS GIRDERS, (2) TRUSS PLY TO PLY; AND (3) FIELD
<br />SPLICES.
<br />* LUMBER USED FOR TRUSS MEMBERS SHALL BE IN ACCORDANCE WITH PUBLISHED VALUES OF LUMBER
<br />RULES WRITING AGENCIES APPROVED BY BOARD OF REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE.
<br />LUMBER SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED
<br />BY THAT BOARD, AND SHALL BE AS SHOWN ON DESIGN DRAWINGS.
<br />* MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7 PERCENT NOR GREATER THAN 19 PERCENT AT
<br />TIME OF FABRICATION.
<br />* ADJUSTMENT OF VALUES FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN ACCORDANCE WITH
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS).
<br />* FIRE RETARDANT TREATED LUMBER, IF APPLICABLE, SHALL MEET SPECIFICATIONS OF TRUSS DESIGN AND
<br />ANSI/TPI 1-1995, PAR 9.1.5 AND SHALL BE RE -DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA
<br />STANDARD C20. ALLOWABLE VALUES MUST BE ADJUSTED IN ACCORDANCE WITH NDS PAR 2.3.6. LUMBER
<br />TREATER SHALL SUPPLY CERTIFICATE OF COMPLIANCE.
<br />* METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY ALPINE/LUMBERMATE/CLARY AND SHALL BE NOT
<br />LESS THAN .036 INCHES IN THICKNESS (20 GAGE) AND SHALL MEET OR EXCEED ASTM A653-94 GRADE 37, AND
<br />SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A653-94, COATING DESIGNATION G60. WORKING
<br />STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVE RATIOS FOR PLATES AS DETERMINED BY TEST IN
<br />ACCORDANCE WITH APPENDIX E AND F OF ANSI/TPI 1-1995.
<br />* IN HIGHLY CORROSIVE ENVIRONMENTS, SPECIAL APPLIED COATINGS OR STAINLESS STEEL MAY BE
<br />REQUIRED.
<br />* CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.
<br />• CONCENTRATED LOADS SHALL NOT BE PLACED ATOP TRUSSES UNTIL ALL SPECIFIED BRACING HAS BEEN
<br />INSTALLED AND DECKING IS PERMANENTLY NAILED IN PLACE. SPECIFICALLY AVOID STACKING FULL BUNDLES
<br />OF DECKING OR OTHER HEAVY MATERIALS ONTO UNSHEATHED TRUSSES.
<br />* ERECTION BRACING IS ALWAYS REQUIRED. PROFESSIONAL ADVICE SHOULD ALWAYS BE SOUGHT TO
<br />PREVENT TOPPLING OR "DOMINOING" (CASCADING COLLAPSE) OF TRUSSES DURING INSTALLATION.
<br />STUCCO
<br />* STUCCO SHALL BE TWO COAT PER ASTM C 926 OVER ALL MASONRY MINIMUM 1/2" THICKNESS.
<br />* STUCCO SHALL BE THREE COAT PER ASTM C 926 OVER METAL LATHE ATTACHED TO TWO LAYERS OF VAPOR
<br />BARRIER SECURED TO A WOOD SUBSTRATE MINIMUM 7/8" THICKNESS.
<br />* STUCCO SHALL BE INSTALLED PER THE REQUIREMENTS OF ASTM C 1063
<br />INSULATION
<br />* UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS:
<br />CONCRETE MASONRY WALLS R4.2 ALUMINUM MULTI SHEETS FOIL
<br />FRAMED WALLS R-11 FIBERGLASS BATT
<br />INTERIOR CEILINGS R-19 FIBERGLASS BATT OR BLOWN
<br />CEILINGS UNDER ATTIC R-30 FIBERGLASS BATT OR BLOWN
<br />SYMBOL DEFINITIONS
<br />EARTH - CLEAN COMPACTED
<br />FILL - SEE GENERAL NOTES
<br />SECTION CALL
<br />FOR REQUIREMENTS.
<br />ECTION CALL NUMBER
<br />STEEL - SEE GENERAL NOTES
<br />1
<br />FOR REQUIREMENTS AND
<br />1 1
<br />CORROSION PROTECTION.
<br />RAWING NUMBER
<br />REFERENCED
<br />WOOD BEARING
<br />ELEVATION CALL
<br />WALL - SEE DETAILS
<br />FOR REQUIREMENTS.
<br />LEVATION CALL NUMBER
<br />1 A
<br />1.1
<br />STUCCO - SEE GENERAL NOTES FOR
<br />REQUIREMENTS - STUCCO FINISH TO
<br />RAW ING NUMBER
<br />MATCH EXISTING OR CHOSEN BY
<br />REFERENCED
<br />OWNER.
<br />DETAIL CALL
<br />CONCRETE -SEE
<br />ETAIL CALL LETTER
<br />; •
<br />a
<br />GENERAL NOTES
<br />FOR REQUIREMENTS.
<br />"RAWING
<br />CONCRETE MASONRY UNIT WALL
<br />CONSTRUCTION - SEE GENERAL
<br />BER
<br />REFERENCED
<br />NOTES FOR REQUIREMENTS AND
<br />GROUT SPECIFICATIONS.
<br />FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br />DESCRIPTION OF BUILDING
<br />NUMBER AND TYPE OF FASTENER
<br />ELEMENTS
<br />a,b,c
<br />SPACING OF FASTENERS
<br />Joist to sill or girder, toe nail
<br />3-8d (2-1/2" x 0.113")
<br />-
<br />1' x 6" subfloor or less to each joist,
<br />2-8d (2-1/2'x 0.113")
<br />face nail
<br />joist
<br />2"subfloorto oistor irder, blind
<br />g
<br />2-16d (3-1/2' x 0.135")
<br />and face nail
<br />Sole plate to joist or blocking, face
<br />16d (3-1/2" x 0.135")
<br />16" o.c.
<br />nail
<br />Top or sole plate to stud, end nail
<br />2-16d (3-1/2" x 0.135")
<br />-
<br />Stud to sole plate, toe nail
<br />3-8d or 2-16d (3-1/2" x 0.135")
<br />-
<br />Double studs, face nail
<br />10d (3" x 0.128")
<br />24" o.c.
<br />Double top plates, face nail
<br />10d (3" x 0.128")
<br />24" o.c.
<br />Sole plate to joist or blocking at
<br />3 16d (3 1/2" x 0.135")
<br />16" o.c.
<br />braced wall panels
<br />Double top plates, minimum 24-inch
<br />offset of end joints, face nail in
<br />lapped area
<br />8-16d (3-1/2" x 0.135")
<br />-
<br />Blocking between joists or rafters to
<br />3-8d (2-1/2" x 0.113")
<br />-
<br />top plate, toe nail
<br />Rim joist to top plate, toe nail
<br />8d (2-1/2" x 0.113")
<br />6" o.c.
<br />Top plates, laps at corners and
<br />2-10d (3" x 0.128")
<br />intersections, face nail
<br />Built-up header, two pieces with
<br />16d (3-1/2" x 0.135")
<br />16" o.c. along each edge
<br />1/2" spacer
<br />Continued header, two pieces
<br />16d (3-1/2" x 0.135")
<br />16" o.c. along each edge
<br />Ceilingjoists to plate, toe nail
<br />3-8d (2-1/2" x 0.113")
<br />-
<br />Continuous header to stud, toe nail
<br />4-8d (2-1/2" x 0.113")
<br />-
<br />Ceilingjoist, laps over partitions,
<br />3 10d (3" x 0.128")
<br />-
<br />face nail
<br />Ceilingjoist to parallel rafters,face
<br />3-10d (3" x 0.128")
<br />-
<br />nail
<br />Rafter to plate, toe nail
<br />-
<br />2 16d (3 1/2"x 0.135' )
<br />-
<br />1" brace to each stud and plate, face
<br />2 8d (2-1/2' x 0.113')
<br />nail
<br />1" x 6'sheathingto each bearing,
<br />2-8d (2-1/2" x 0.113")
<br />face nail
<br />_
<br />1" x 8"sheathing to each bearing,
<br />2 8d (2-1/2' x 0.113")
<br />face nail
<br />Wider than 1' x 8"sheathing to each
<br />3-8d (2-1/2" x 0.113")
<br />bearing, face nail
<br />Built-up corner studs
<br />10d (3 x 0.128")
<br />24' o.c.
<br />Built-up girders and beams, 2-inch
<br />Nail each layer as follows: 32" o.c.
<br />lumber layers
<br />lOd (3" x 0.128")
<br />at top and bottom and staggered.
<br />2" planks
<br />2-16d (3-1/2" x 0.135")
<br />At each bearing
<br />Roof rafters to ridge, valley or hip
<br />rafters:
<br />toe nail
<br />face nail
<br />416d (3-1/2" x 0.135")
<br />3-16d (3-1/2" x 0.135")
<br />-
<br />Rafter ties to rafters, face nail
<br />3-8d (2-1/2" x 0.113")
<br />-
<br />Collar tie to rafter, face nail, or 1-
<br />3-10d (3" x 0.128")
<br />1/4" x 20 gage ridge strap
<br />Roof Sheating
<br />8d (2-1/2' x 0.113")
<br />6" O.C. Min.
<br />Roof Sheating
<br />Sd (2-1/2" x 0.113')
<br />4" O.C. Min. (End Zone) See WindDesign
<br />Roof Sheating
<br />8d (2-1/2" x 0.113")
<br />4" O.C. Min. (@ All corners) See wind'
<br />Design
<br />Roof Sheating
<br />8d (2-1/2" x 0.113")
<br />4" O.C. Min. (@ All Gable ends) for
<br />Length of 4'4' perpendicular to end
<br />NOTE:
<br />THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS
<br />PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT
<br />REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES
<br />BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS
<br />SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION
<br />IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY
<br />ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED
<br />TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES,
<br />EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF
<br />SLOPE AND OVERHANG, ELECTRICAL AND HVAC
<br />REQUIREMENTS. THE REPAIRS OUTLINED WITHIN THESE
<br />DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE
<br />- EXISTING BUILDINGS - REPAIRS. ALL REPAIR MATERIALS AND
<br />COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND
<br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE -
<br />THE MORE STRINGENT SHALL APPLY.
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<br />01 0 IO3
<br />GABLE ROOF (PLAN VIEW)
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<br />150140
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<br />ASCE 7-10 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS
<br />BASIC WIND SPEED = 140 MPH (3-SECOND GUST)
<br />RISK CATEGORY = II
<br />EXPOSURE CATEGORY =8
<br />Kd = 1.0 (Kd = 0.85 WHEN LOAD FACTORS ARE USED - ASCE TABLE 26.6-1)
<br />Kzt = 1.0
<br />ENCLOSED BUILDING
<br />MEAN ROOF HEIGHT=<30 FEET
<br />120
<br />ASCE 7-10 COMPONENT AND CLADDING WIND PRESSURE - FIGURE 30.5-1
<br />ROOF 7 TO 27 DEGREES
<br />ROOF ZONE 1 =
<br />+20.3, 32.3 PSF
<br />ROOF ZONE 2 =
<br />+20.3, -56.2 PSF
<br />ROOF ZONE 3 =
<br />+20.3, -83.1 PSF
<br />OVERHANG ZONE 2 =
<br />-65.7 PSF
<br />OVERHANG ZONE 3 =
<br />-110.6 PSF
<br />WALL ZONE 4 =
<br />+35.3, 38.2 PSF
<br />WALL ZONE 5 =
<br />+35.3, -47.2 PSF
<br />HIP ROOF (PLAN VIEW) I ZONE WIDTH -A=3.0 FT ■
<br />/ - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />1
<br />SEE A B
<br />DETAIL 1.1 1.2
<br />I13'-011 17'-0"
<br />I N 30'-0"
<br />;'ram OVERALL PLAN
<br />1.
<br />SCALE: 1/8" = 1'-0"
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<br />COPYRIGHT @ 2013
<br />These drawings are for
<br />the exclusive use of
<br />Florida Engineering
<br />Solutions, Inc. and
<br />therefore, are not to be
<br />duplicated or reproduced
<br />in any manner without the
<br />expressed written consent
<br />of Florida Engineering
<br />Solutions, Inc.
<br />REVISIONS
<br />ZL
<br />A
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<br />Project Number:
<br />13 - 3377 - 920
<br />Check By: J.H.
<br />Date: 11 / 07 / 13
<br />Drawn By: J.A.
<br />Date: 11 / 07 / 13
<br />i
<br />NUMBER0
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