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I. GENERAL
<br />I. SUBCONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CoONS71RUOTION TO ENSURE THE SAFETY OF
<br />THE BUILDING UNTIL STRUCTURAL SYSTEM 15 COMPLETED. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION
<br />OF WHATEVER TEMPORARY BRACING, SHORING, BUYS TO TIE -DOWNS THAT MAY BE NECESSARY.
<br />2. SUBCONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION.
<br />5. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE 6th EDITION (2017)
<br />DRAWIN65 ARE CERTIFIED FOR STRUCTURAL PORTION ONLY THAT INCLUDES FOUNDATION SYSTEMS, BEAMS,
<br />POSTS, SHEARWALL5, 5TRUCTURAL CONNECTORS, REQUIRED WIND DE516N PRESSURES, FA5TENER5, 5HEATHIN6
<br />MATERIAL AND THICKNESS, WALL STRUCTURAL ELEMENTS, HEADERS OVER WINDOWS, REINFORCED CONCRETE,
<br />STEEL FRAMINS, WOOD FRAMING, MASONRY 51ZE5 AND REINFORCEMENT, AND SPEGIFIGATIONS DESCRIBED
<br />HEREIN.
<br />4. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE
<br />CONTENT OF DRAWINSS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK
<br />PERFORMANCE.
<br />5. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED, USED,
<br />GLEANED, AND CONDITIONED IN STRICT ACGCRDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />6. ALL STUCCO FINISH SHALL BE APPLIED AS, PER ASTM C426 AND CONTROL JOINTS PROVIDED AS, PER A5TM
<br />GI065.
<br />1. DESIGN LOADS:
<br />SHINSLE5 AND METAL 20 10
<br />TILE 20 20
<br />FLOOR
<br />BALGONIE5 60 10
<br />UNINHABITABLE ATTICS, WITH LIMITED STORAGE 20 10
<br />ALL OTHER ROOMS 40 10
<br />WINDLOAD5 SEE CHART
<br />SNOW AND SEISMIC LOAD NONE
<br />8. STRUCTURAL MEMBER ALLOWABLE DEFLECTION:
<br />RAFTERS W/ SLOPES GREATER THAN 5:12 WITH NO FINISHED CEILING L/180
<br />INTERIOR WALL5 AND PARTITIONS H/160
<br />FLOORS AND PLASTERED 0EILIN&5 L/560
<br />ALL OTHER STRUCTURAL MEMBERS L/240
<br />EXTERIOR WALLS H/560
<br />LINTELS SUPPORTING MASONRY VENEER WALLS L/600
<br />5177E WORK
<br />I. FOUNDATION DE516N 15 BASED ON A MINIMUM SOIL PRESSURE INDICATED ON THE FOUNDATION PLAN. THE
<br />CONTRACTOR 15 RESPONSIBLE TO FOLLOW RECOMMENDATION5 INCLUDED IN THE RESPECTIVE SEOTECHNICAL
<br />REPORT AND SHALL CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM
<br />CONDITION DOES NOT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD.
<br />2. THE SUBSRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 45% OPTIMUM DENSITY. SOIL
<br />COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE.
<br />5. FOOTIN65 SHALL BE NEAT EXCAVATED WHERE P0951BLE WITH 51DM AND TOP EDCE5 FREE OF LOOSE OR WET
<br />MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN GUT WITH EPOE5
<br />FORMED AND BRACED. ALL FOOTINS5 WITH FORMED EDGES SHALL BE BAGKFILLED FROM BOTTOM TO TOP OF
<br />FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE GLEAN AND DRY WITH ALL LOOSE MATERIAL
<br />REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE.
<br />III. CA5T IN PLACE CONCRETE
<br />I. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28
<br />DAYS:
<br />a. FOOTINGS, SLAB -ON -GRADE, SLAB FILL 2500 PSI
<br />b. MASONRY WALL TIE BEAMS, TIE COLUMNS 2500 PSI
<br />c. REINFORCED CONCRETE BEAMS AND COLUMNS 5000 PSI
<br />2. CONCRETE SHALL BE READYMIX PER A5TM G44:
<br />a. PORTLAND CEMENT - A5TM 0150
<br />b. AGGREGATES - ASTM 055 (5/4" MAX)
<br />c. NO CALCIUM CHLORIDE
<br />d. AIR ENTRAINING - ASTM 0260
<br />e. WATER REDUCING - ASTM C444
<br />f. FLYA5H - ASTM 0618-16 CLASS F (20% MAX)
<br />g. WATER - GLEAN AND POTABLE
<br />5. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS.
<br />4. REQUIRED SLUMP RANEE = 5" TO 5".
<br />5. WELDED WIRE FABRIC: ASTM AIM
<br />b. MOISTURE BARRIER: 6 MIL POLYETHYLENE.
<br />1. GODE5 AND STANDARDS;
<br />a. AGI 501 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDIN05."
<br />b. AGI 505 "RECOMMENDED PRACTICE FOR HOT WEATHER GONGRETIN6."
<br />c. AGI 50 'BLDS. CODE REQUIREMENT5 FOR REINF. CONCRETE."
<br />d. ACT 515 "DETAIL5 AND DETAILING OF CONCRETE REINFORCEMENT."
<br />8. MINIMUM LAP SPLICE = 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
<br />4. GONGRETE FIN15HE5 SHALL BE PER CONTRACTORS SPECS.
<br />10. SUBCONTRACTOR 15 RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK,
<br />5HORIN6, AND RE5HORIN6.
<br />11. REINFORGINS BAR COVER:
<br />a. FOOTIN65 5"
<br />b. GOLUMN5 1 1/2"
<br />o. BEAMS AND WALL5 1 1/2"
<br />d. 5LA55 5/4" (INTERIOR), 1 1/2" (EXTERIOR)
<br />12. CONCRETE SHALL BE PLACED WITHIN 40 MINUTES OF BATCH TIME.
<br />15. PROVIDE CORNIER BARS AT ALL WALL FOOTING AND BEAM CORNERS TO MATCH HORIZONTAL BARS.
<br />(25" MINIMUM LAP FOR s5 BARS, OTHERS, AS, PER AGI 518).
<br />14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, REINFORCED WITH 6x6-WI.4 W.W.F. ON b
<br />MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS AND SIZES. NO FIBERME51-1 ALLOWED UNLESS
<br />OTHERK15E NOTED ON THE FOUNDATION PLAN.
<br />15. ANCHOR BOLTS FOR WOOD LEDSER5 AND PLATES TO CONCRETE OR MASONRY (OPTIONS):
<br />a. J BOL75 - USE 1/2" X 8" "J" BOLTS WITH b" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR
<br />TO PLAGIN6 GONGRE I , AS, SHOWN ON DRAWIN65.
<br />b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, HILT] KWIK BOLT 11, OR EQUAL, AT LOCATIONS (OTHER
<br />THAN EDGE CONDITIONS) IN LIEU OF 1/2" X 6" "J" BOLTS.
<br />c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILTI 0I00), OR ANCHOR BOND BY
<br />GELTITE, INC., AT EDGE OF SLAB CONDITION WHERE BOLT 15 LE55 THAN 6" TO A CONCRETE EDSE.
<br />all. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (`3/4" X Ab-5/6" IMBED) ON TOP OF
<br />8' MA50NRY WALLS WITH HILTI HIT C-100 ADHE51VE OR ANCHOR BOND, WHEN 1/2" X 8" "J BOLTS ARE
<br />OMITTED.
<br />16. FOOTING 51ZE5 SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED
<br />COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTIN65 COMPLYIN6 WITH THE DE51&N
<br />REQUIREMENTS OF SPECIFIC 501L CONDITIONS.
<br />17. PROVIDE I/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE
<br />OR MASONRY WALLS OCGURRIN6 IN EXTERIOR OR UNHEATED AREAS.
<br />16. PROVIDE 1/4" SAW GUT EXPANSION JOINTS ON 5LA155 5PAGED AT NO MORE THAN 18 FEET ON CENTER
<br />EACH WAY AND AS, SHOWN ON PLANS
<br />IV. MA50NRY
<br />VI. PRE-ENGINEERED WOOD TRU55E5
<br />VII. PROTECTION A6AIN5T TERMITE5
<br />I. HOLLOW LOAD BEARING UNITS (GMU) SHALL CONFORM TO A5TM G40, NORMAL WEIGHT, TYPE I, SRADE N.
<br />I.
<br />THIS SECTION DEFINE5 PRE-ENSINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR
<br />I. Termite Protection. Termite protection shall be pro-vided by registered termiticldes, including soil applied
<br />MINIMUM NET COMPRESSIVE 5TRENOTH - 1400 PSI.
<br />TRU55E5 AS "WOOD TRU55E5".
<br />pesticides, bolting systems, and pesticides applied to wood, or other approved methods of termite protection
<br />labeled for use as a preventative treatment to new construction. See Section 202,RESISTERED TERMITIGIDE. Upon
<br />2. MORTAR SHALL BE TYPE M OR 5 AND CONFORM TO ASTM 0210.
<br />2.
<br />TRJ55 LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRU55 MANUFACTURER AND/OR ENGINEER SHALL BE
<br />completion of the application of the termite protective treatment, a Certificate of Compliance shall be Issued to the
<br />RESPONSIBLE FOR THE DE51SN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP PRAWINC75 TO THE
<br />building department by the licensed pest control company that contains the following statemawto building has
<br />5. CONCRETE SPROUT SHALL CONFORM TO A5TM 0476:
<br />BUILDER FOR APPROVAL.
<br />received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance with rules
<br />a. 2,500 P51 AT 28 DAYS.
<br />and laws established by the Florida Department of Agriculture and Consumer 5ervides.
<br />b. 5/6" MAXIMUM ASORESATE.
<br />5.
<br />THE WOOD TRU55 MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE
<br />a. If soil treatment used for subterranean termite prevention, the initial chemical soil treatment Inside the foundation
<br />o. 8" - 11" SLUMP.
<br />PR06RAM SUCH AS, THE 7RU55 PLATE INSTITUTES "QUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT.
<br />perimeter shall be done after all excavation, backfilling and compaction Is complete.
<br />b. If soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial chemical soil
<br />4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL
<br />4.
<br />WOOD TRU55 MEMBERS AND CONNECTIONS SHALL BE DE516NED FOR ALL LOADS SHOWN ON THE CONTRACT
<br />treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN I".
<br />DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS WIND LOADS.
<br />c. If soil treatment Is used for subterranean termite prevention, space In concrete floors boxed out or formed for
<br />the subsequent Installation of plumbing traps, drains or any other purpose shall be created by using plastic or
<br />5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENIN65, UNDER ALL ORDER LOADS,
<br />5.
<br />REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT
<br />metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after Initial chemical
<br />AND NOT TO EXCEED 4'0" 0/0 FOR 5TRAI6HT WALL5, OR AS SHOWN ON THE DRAWINGS. FILL GELL5 WITH
<br />SPECIFICALLY ADDRE55M BY THE TRUSS FRAMING LAYOUT SUCH AS, BEARING WALL HEIGHTS AND CEILING
<br />soil treat-ment.
<br />CONCRETE SPROUT AS SPECIFIED. PROVIDE AGI 518 40 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE
<br />VAULT DETAILS.
<br />d. If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be protected with a
<br />BEAMS.
<br />minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder
<br />6.
<br />WOOD TRU55 DE516N SHOP DRAWING5 SHALL INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING INFORMATION=
<br />placement, retreatment Is required. Any work, Including placement of reinforcing steel, done after chemical
<br />6. REINFORCING BARS SHALL BE 5TRAISHT EXCEPT FOR BENDS AROUND CORNERS, AND WHERE BEND5 OR
<br />a. SPAN LENGTH, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPAGIN& OF THE WOOD TRU55E5.
<br />treatment until the concrete floor is poured, shall be done In such manner as to avoid penetrating or disturbing
<br />HOOKS ARE DETAILED ON THE PLANS.
<br />b. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST
<br />treated soil.
<br />BE CONSIDERED.
<br />e. If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the
<br />7. REINFORGIN6 BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER.
<br />c. ADJUSTMENTS TO ALLOWABLE VALUES.
<br />exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical
<br />d. REACTIVATE FORGES AND THEIR LOCATIONS.
<br />penetration of the chemicals.
<br />6. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN
<br />o. BEARING TYPE AND MINIMUM BEARING LENGTH.
<br />P. If soil treatment Is used for subterranean termite prevention, chemical soil treatments shall also be applied under
<br />ONE HORIZONTAL IN 51X VERTICAL. 00WEL5 SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN
<br />f. DEFLECTIONS.
<br />all exterior concrete or grade within I foot (505 mm)of the primary structure sidewalls. Also, a vertical chemical
<br />THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
<br />g. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
<br />barrier shall be applied promptly after construction Is completed, Including Initial landscaping and
<br />h. LUMBER SIZE, SPECIES, 6RADE AND MOISTURE CONTENT.
<br />Irrigation/sprinkler Installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly
<br />4. GLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MA50NRY IN EACH SPROUT POUR WHEN THE POUR
<br />I. LOCATION AND CONNECTION DE51SN OF REQUIRED GONTINUOU5 LATERAL BRACING.
<br />retreated.
<br />HEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE SPROUT PLACEMENT.
<br />J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />g. If a registered termiticlde formulated and registered as a bait system Is used for subterranean termite
<br />k. WEB REINFORCEMENT DETAILS FOR CABLE END TRU55E5.
<br />prevention, Previous paragraphs do not apply; however, a signed contract assuring the Installation, maintenance
<br />10. PLACE ALL MASONRY IN RUNNING BOND WITH 5/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE
<br />1. VALLEY SETS FOR OVER -BUILD CONDITIONS.
<br />and monitoring of the baiting system for a minimum of five years from the issue of the Certificate of occupancy
<br />SHELL MORTAR 5EDDIN6, HORIZONTAL AND VERTICAL. FULLY MORTAR WE55 IN ALL COUR5E5 OF PIERS,
<br />shall be provided to the building official prior to the pouring of the slab, and the system must be Installed prior to
<br />COLUMNS, AND PILASTERS, AND ADJACENT TO SPROUTED GELL5.
<br />I.
<br />LIMIT DEFLEGTION5 FOR LIVE LOAD TO 5PAN/360 (ROOF), 5PAW480 (FLOOR), AND LIMIT TOTAL LOAD
<br />final building approval.
<br />DEFLECTIONS TO SPAW240 (ROOF), SPAN/360 (FLOOR) UNLE55 SPECIFICALLY NOTED OTHERWISE.
<br />h. If the baiting system directions for use require a monitoring phase prior to Installation of the pesticide active
<br />11. PROVIDE 6" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MA50NRY OPENINC75 NOT SHOWN TO
<br />Ingredient, the Installation of the monitoring phase components shall be deemed to constitute Installation of the
<br />HAVE A STRUCTURAL BEAM. MINIMUM END BEARING, = 4". REFER TO LINTEL 5GHEDULE (MINIMUM CAPACITY OF
<br />2.
<br />FIRE RETARDANT WOOD 15 NOT ALLOWABLE FOR USE AS, TRU55 CHOR05 OR WEBS.
<br />system.
<br />1000 PLF).
<br />I. If a registered termiticide formulated and registered as a wood treatment Is used for subterranean termite
<br />5.
<br />P4000 TRUSSES SHALL BE DE516NED 50 THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE
<br />prevention, Previous paragraphs do not apply. Application of the wood treatment termiticide shall be as required
<br />12. PROVIDE METAL CAVITY GAPS, 6" WIRE MESH, OR EQUAL PRODUCTS, INC., WHERE REQUIRED TO RETAIN SROUT IN
<br />5UPPORTIN6 STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE
<br />by label directions for use, and must be completed prior to final building approval.
<br />VERTICAL CELLS.
<br />NOTED. CONTACT CONTRACTOR AS, REQUIRED.
<br />2. Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose -
<br />containing materials. If soil treatment Is used for subterranean termite protection, the sleeve shall have a moxl-mum
<br />15. PROVIDE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE U51NO 120 TRU55-MESH BY HOHMANN d
<br />4.
<br />WOOD TRU55E5 MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF
<br />wall thickness of 0.010 Inch (0.25 mm), and be sealed within the slab using a non -corrosive clamping device to
<br />BARNARD.
<br />HEIGHT MUST BE SHOWN ON THE SUBMITTED SHOP DRAWIN55.
<br />eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied Inside the sleeve.
<br />5. Gleaning. Cells and cavities In masonry units and airgaps between brick, stone or masonry veneers and the structure
<br />V. CARPENTRY
<br />5.
<br />CONTINUOUS BOTTOM CHORD LATERAL BRAGINS 15 REQUIRED AT A MINIMUM 5PAGIN& OF 10' O.G. UNLESS NOTED
<br />shall be cleaned of all non -preservative treated or non -naturally durable wood, or other cellulose -containing material
<br />OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END.
<br />prior to concrete placement.
<br />OVERLAP CONTINUOUS BRACIN& AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2X4 (ROOF), 2X6 (FLOOR)
<br />a. Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or
<br />I. DIMENSIONED LUMBER SHALL BE DRESSED 546, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
<br />GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2-I6d NAILS AT INTERMEDIATE AND 5-I6d NAILS AT END
<br />clean earth fill placed In concrete masonry unit voids below slab level before termite treatment is performed.
<br />ASSOCIATION.
<br />CONNECTIONS.
<br />4. Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal
<br />to the total thickness of the brick, stone or other veneer which Is poured Integrally with the concrete foundation. No
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />6.
<br />CROSS BRAGINC IS REQUIRED AT MINIMUM 10' O.G. UNLESS NOTED OTHERWISE. LOCATE GROSS BRAGIN& AT OR
<br />supplemental concrete foundation pours which will create a hidden cold joint shall be used without supplemental
<br />NEAR THE BOTTOM CHORD BRACING. INSTALL GROSS BRAGINS AT EACH END AND AT 20' O.G. ALONE THE
<br />treatment In the foundation unless there is an approved physical barrier. An approved physical barrier shall also be
<br />5. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (5YP) NO. I GRADE OR BETTER, WITH
<br />LENGTH OF THE LATERAL BRACING. GR05 BRACIN& 15 ACCOMPLISHED BY ATTACHING OIA60NAL WEB BRACING
<br />Installed from below the wall sill plate or first block course horizontally to embed In a mortar Joint. If masonry veneer
<br />SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS:
<br />TO OPPOSITE SIDES, OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE OR055 BRACING IN OPPOSITE
<br />extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and
<br />a. Fv = 40 P51
<br />DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF 2x4 SRADE MARKED
<br />the foundation, In lieu of a physical barrier.
<br />b. Fe, = 475 PSI
<br />LUMBER WITH AT LEAST 5-I6d NAILS AT EACH CONNECTION.
<br />a. Exception. Veneer supported by a structural member secured to the foundation sidewall In accordance with
<br />a. E Is 1,600,000 PSI
<br />A0I550/A5GE 5/TM5 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall
<br />d. 101% MAXIMUM MOISTURE CONTENT
<br />1.
<br />TRU55 ERECTOR 15 RESPONSIBLE FOR ALL TEMPORARY BRAGI146 OF TRU55 SYSTEM DURING CONSTRUCTION.
<br />exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component,
<br />e. FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER.
<br />deck, apron, porch, walk or any other work Immediately adjacent to or adjoining the structure.
<br />f. INTERIOR NON -LOAD BEARING WALL5 MAY BE UTILITY GRADE.
<br />6.
<br />HANDLING, INSTALLATION, AND BRAGIN& OF WOOD TRU55E5 SHALL BE IN ACCORDANCE WITH "HIB-41", PUBLISHED
<br />5. Protection against decay and termites. Condensate Imes, Irrigation/sprinkler system risers for spray heads, and roof
<br />BY THE TRUSS PLATE INSTITUTE.
<br />downspouts shall discharge at least I foot (305 mm) away from the structure sidewall, whether by underground
<br />4. ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRE55LRE TREATED.
<br />4.
<br />ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS, RATED
<br />piping, tall extensions or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than
<br />b Inches (152mm) horizontal projection except for gable and rakes or on a roof above another roof.
<br />5. PRE55LRE TREATED LUMBER SHALL BE PROVIDED IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION
<br />TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER.
<br />b. Preparation of building site and removal of debris.
<br />ASSOCIATION LATEST STANDARDS.
<br />a. All building sites shall be graded to provide drain -ago under all portions of the building not occupied by basements.
<br />10.
<br />ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON 5TRON6-TIE, OR APPROVED
<br />b. The foundation and the area encompassed within) foot (505 mm) therein shall have all vegetation, stumps, dead
<br />6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR SLUE. ALL
<br />EQUIVALENT MANUFACTURER. ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER.
<br />roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign
<br />ROOF 5HEATHINS TO BE INSTALLED WITH PLYGLIP5. (MAXIMUM 24" O/C). THICKNESS, TO BE MINIMUM '1/Ib" FOR
<br />material. The fill shall be compacted to assure adequate support of the foundation.
<br />SHINGLE ROOF AND 1/2" FOR TILE ROOF.
<br />11.
<br />TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C, DUCT WORK AND PLUMBING.
<br />c. After all work Is completed, loose wood and debris shall be completely removed from under the building and within
<br />CHASES SHALL NOT BE BLOCKED BY WOOD TRU55E5.
<br />I foot (505 mm) thereof. All wood forms and supports shall be completely removed. This Includes, but Is not limited
<br />1. NAILING FOR PLYWOOD WALL SHEATHING SHALL BE 8D RING SHANK • 4" O.G. m PANEL EDSES, AND b" O.G.
<br />15 NOT ALLOWED.
<br />to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms
<br />-containing In location where such materials are not clearly visible and readily
<br />INTERMEDIATE. NAILING FOR ROOF SHEATHING SHALL BE AS PER DETAIL.
<br />12.
<br />PILING OF PLYWOOD ON WOOD TRUSSES
<br />or other cellulose material placed any
<br />removable prior to completion of the work. Woodsholl not be stored In contact with the ground under any building.
<br />8. ALL FLOORING MATERIAL TO BE 5/4" T46, PLYWOOD, NAILED AND SLUED TO FLOOR JOISTS. FLOOR NAIL WITH
<br />15.
<br />INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRU55E5 15 NOT ALLOWED.
<br />IOd NAILS AT 5" 0/G AT PANEL EDGES, 6' O/C, IN THE FIELD. STAS&ER NAILS AT 2' Old, AT BUTT ENDS OF
<br />14.
<br />IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSGE5 15 NOT ALLOWED.
<br />PLYWOOD 5HEATHINC.
<br />4. INSTALL BRID6IN6 IN ALL (2X) FLOOR OR ROOF J015T5 AT 6'-0" MAXIMUM. INSTALL BLOCKING IN ALL 5EARIN6
<br />15.
<br />&ABLE ENDWALL TRU55E5 MUST TRANSFER LATERAL LOADS TO THE SHEAR WALL5 AND/OR THE ROOF
<br />WALLS AND PARTITIONS OVER 4'-O" o MID -HEIGHT. BRACE GABLE END WALLS AT 4'0" 0/C WHERE WALL
<br />DIAPHRAGM.
<br />ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR
<br />FRAMING 15 NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS, SHOWN ON DRAWINGS.
<br />Ib.
<br />WOOD TRU55E5 THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL WOOD
<br />INT.
<br />ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER THE
<br />MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT
<br />10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />TRUSSES DOWN TO INTERIOR BMEET
<br />INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED 14EREN. CONTRACTOR, AS PROJECT COORDINATOR
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />SHALL ISE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT
<br />11.
<br />SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER IN
<br />HAS BEEN INSTALLED PER MANUFACTURERS SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONOTIE CO., OR
<br />THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO CONTRACTOR FOR REVIEW PRIOR TO WOOD TRU55
<br />AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS.
<br />EQUIVALENT. SUBMIT GUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL
<br />FABRICATION.
<br />NAIL HOLES SHALL BE FILLED OR AS, PRESCRIBED BY THE MANUFACTURER.
<br />a. SUBMIT SEALED WOOD TRUSS DE51&N CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH
<br />PERMANENT BRID61N6 REQUIREMENTS.
<br />FINE -CAST AND PRE -STRESSED CONCRETE COMPONENTS -0 4ALL BE USED AND INSTALLED PER MANUFACTURER'S
<br />12. PROVIDE A 51NSLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS.
<br />b. SUBMIT WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND UPLIFT ANCHORS.
<br />SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD
<br />INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT.
<br />5TAS6ER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0" PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS
<br />c. SUBMIT WOOD TRU95 TEMPORARY ERECTION BRACINS PLAN.
<br />d. MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
<br />ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER ALL OTHER STRUCTURAL
<br />SHALL BE BOLTED TO FOUNDATION AS, PER BEARING WALL DETAIL.
<br />PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR
<br />APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS
<br />15. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY
<br />BEEN PROVIDED FOR REVIEW. CONTRACTOR AS PROJECT COORDINATOR SHALL BE RESPONSIBLE FOR INSURING
<br />APPROVED ARCHITECTURAL WALL PANEL JOINTS STUDS SHALL BE TRIPLED AT ALL CORNERS
<br />INFe-w ATION RPOZATED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN
<br />14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS UNLESS NOTED OTHERWISE ON PLANS, WITH
<br />CONTINUOUS 1/2" PLYWOOD FILLER GUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />15. RE6ARDLES5 WHAT 15 SHOWN, FRAME WALLS W/ 5TUCG0 FINISH SHALL BE CONSTRUCTED OF 5-P-F SIZE AND
<br />SPACED AS, FOLLOWS: 2X4 • 16" O.G. FOR UP TO 8 FT HIGH, 2X6 • 16" O.G. FOR UP TO 10 FT HIGH, 2X6 • 16"
<br />FOR UP TO 14 FT HISH. S UD5 FOR OTHER HEISHT5 AS, SHOWN ON PLANS.
<br />16. RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREA5 UNLESS OTHERWISE NOTED.
<br />MEMBER SIZE MAXIMUM SPAN (SYP #U
<br />2X4 6FT
<br />2X6 8FT
<br />2XB 10 FT
<br />2 X 10 12 FT
<br />2 X 12 14 FT
<br />NOTE I: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF SHEATHING OR BRACED AT
<br />24" O/C, WITH MINIMUM IX4.
<br />NOTE 2: RAFTER SPACIN& NOT TO EXCEED 24" O/G.
<br />NOTE 5: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCHEDULE
<br />a. SIMPSON MT520 OR HIOA (OR EQUAL) BETWEEN GAT BLOCKING AND ROOF TRU55E5.
<br />b. SIMPSON H5 (OR EQUAL) BETWEEN RAFTER TAILS TO GAT BLOGKIN&.
<br />c. SIMP50N RR (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD.
<br />d. 51MP50N 0520 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST HANGER WHERE APPLICABLE.
<br />5TRUCTURAL PRODUCT APPROVAL5
<br />APPLICATION
<br />REFERENCE / MANUFACTURER
<br />FL APPROVAL No.
<br />GC, EGG, PG, EPG
<br />FL 10860
<br />CAPS AND 5A5E5
<br />ABU
<br />FL10860
<br />HU, HUG
<br />FL 10655
<br />HOT, MBHA
<br />FL 108bb
<br />HD, HP08, HHDQ
<br />FL 10441
<br />CONCRETE / MA5ONRY
<br />CONNECTORS
<br />PETAL, FOTR, HETA, HHETA, HM,
<br />HT5M, HOAM, HOUM, LOUM, LTA, META,
<br />FL 11413
<br />M5TAM, M5TGM, MT5M
<br />HGA10, LOT, MOT, M5TC, VGT
<br />FL 11410
<br />HTT, LTT
<br />FL 114%
<br />LRU, L55U, L5U, THA
<br />FL 10441
<br />HHU5, H50L, H5UR, HU, HUG, IU5,IUT, LU,
<br />LU5, MU,5UL, 5UR, U
<br />FL 10551 / FL 10655
<br />HGU, HGUQ, H605, HHGU, HH05, HUCQ,
<br />HU5, LCU, LU5, MOU, MSCPT, THA, THGB,
<br />FL 10531 / FL 11468
<br />HANGERS
<br />TH60, THGNI, THJU
<br />B, BA, HB, LBV
<br />FL 10661
<br />EG, GB, 61-5, 61-5T, OLT, GLTV, HGB, HGL5,
<br />HOLT, HGLTV, HHB, HHBD, HIT, H►N, HAI,
<br />HWU, IT5,I17, MEG, MIT, M5C, W, WI, MP,
<br />FL 10661
<br />WNPU, AP, WPI, WPU,
<br />A, FC, GA, H, HGA, HH, L, L5, LPT, Z
<br />FL 10446
<br />STRAPS AND TIES
<br />MP, FTA, H, HOT, HTS, LFTA, LTS, MTS, R5P,
<br />R5T, 5P, 5PH, 55F
<br />FL 10456
<br />CM5T, C5, FHA, H5T, L5TA, L5TI, M5T,
<br />M5TA, M5TC, M5TI, 5T
<br />FL 10852
<br />CAST-CRETE
<br />FL 155
<br />PREGA5T LINTEL5
<br />POWERS 5TEEL INC.
<br />FL 3114 / FL 5450
<br />AVAILABLE.
<br />UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR
<br />SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO
<br />MODIFICATION BASED ON REVIEW LETTER
<br />EXTERIOR CEMENTITIOUS FINISH
<br />CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM -1/8" IN THICKNESS CEMENTITIOUS FINISH OVER CMU TO BE A
<br />MINIMUM 5/8" iN THICKNESS TO MEET ASTM CS26
<br />WIND LOADS - PF-51ON PRE55URE5
<br />Florida Building Code 6th Edition (201-1)
<br />and A5CE '1-10 Methods
<br />ULTIMATE WIND 5PEED (MPH)
<br />145
<br />3
<br />5
<br />4
<br />a
<br />a
<br />2
<br />1
<br />2
<br />3
<br />5 5
<br />a
<br />3
<br />2
<br />3
<br />2 5
<br />`1'
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<br />a
<br />EXP05URE GATEGORY
<br />G
<br />BUILDING R15K CATEGORY
<br />II
<br />ROOF 5LOPE
<br />Roof > 7 to 27 degrees
<br />INTERNAL PRE55URE COEFFICIENT
<br />0.15 ENCL05ED
<br />TOPOGRAPHICAL FACTOR
<br />1.0 FLAT
<br />MAXIMUM BUILDING HEIGHT
<br />60 FT
<br />WIDTH OF EDGE STRIPS (a)
<br />8 FT
<br />OPENING PROTECTION REQUIRED
<br />COMPONENT 4 CLADDING
<br />DE51GN PRE55URE
<br />(P5F) (INCLUDING WINDOWS
<br />AND DOOR5) - A5D
<br />Area of C$0
<br />(5F)
<br />ZONE
<br />1
<br />ZONE
<br />2
<br />ZONE 3
<br />ZONE
<br />4
<br />ZONE 5
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />10
<br />25.5
<br />-40.5
<br />25.8
<br />-71.3
<br />25.5
<br />-105.3
<br />44A
<br />-45.6
<br />44A
<br />-59.9
<br />20
<br />23.5
<br />-35A
<br />23.5
<br />-64.5
<br />23.5
<br />-97.2
<br />42.5
<br />-45.4
<br />42.5
<br />-55.1
<br />50
<br />20.6
<br />-57.5
<br />20.6
<br />-56.7
<br />20.6
<br />-89.1
<br />40.0
<br />-43.7
<br />40.0
<br />-50.2
<br />100
<br />15.1
<br />-55.6
<br />15.1
<br />-51.5
<br />15.1
<br />-82.6
<br />55.1
<br />-40.5
<br />35.1
<br />-45.4
<br />Garage Doors
<br />32.2
<br />-36.5
<br />32.2
<br />-36.5
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<br />www.bsbdesign.com
<br />100 Main St. Suite 209
<br />Safety Harbor, Florida 34695
<br />813 265 4808
<br />JOB NO: AM180320,00 PROJ MGR: LCC
<br />DRAWN: LCC CHECKED:
<br />STRUCTURAL DETAILS
<br />SD1
<br />
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