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<br />NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE
<br />OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
<br />PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE
<br />NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
<br />VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,
<br />ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT,
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />�RE: FBRC R308.4)
<br />R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS
<br />SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR,
<br />PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1
<br />EXCEPTIONS:
<br />1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY
<br />WITH ANSI Z97.1-14
<br />2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
<br />R308.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
<br />1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
<br />2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD
<br />CLOSET DOOR ASSEMBLIES.
<br />3. GLAZING IN STORM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
<br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
<br />SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL CLO I EN S NG THESE COMPARTMENTS WHERE THE BOTTOM
<br />EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY
<br />STANDING OR WALKING SURFACE.
<br />6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST
<br />VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE
<br />IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS
<br />5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
<br />7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
<br />7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
<br />7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
<br />GLAZING.
<br />8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
<br />9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS
<br />WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND
<br />WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND
<br />ALL PANES IN MULTIPLE GLAZING.
<br />10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS
<br />WITHIN 36 INCHES 914 MM HORIZONTALLY OF A
<br />WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE
<br />PLANE OF THE ADJACENT WALKING SURFACE.
<br />11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A
<br />STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM)
<br />ABOVE THE NOSE OF THE TREAD.
<br />EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOCATIONS:
<br />1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
<br />2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
<br />3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER
<br />BETWEEN THE DOOR AND THE GLAZING.
<br />4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS
<br />IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
<br />5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE
<br />GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
<br />WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS
<br />AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT.
<br />6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,
<br />ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
<br />SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE
<br />GLASS EXTERIOR.
<br />7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
<br />R308.2.
<br />8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS
<br />BACKING SUPPORT.
<br />9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
<br />9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING
<br />BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING
<br />CODE, BUILDING; AND
<br />9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
<br />GENERAL STRUCTURAL NOTES:
<br />1. CODES & REFERENCES:
<br />1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION.
<br />1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318).
<br />1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5).
<br />1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403).
<br />1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES
<br />(ASCE-7).
<br />1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST
<br />EDITION.
<br />1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE
<br />INSTITUTE (TPI) LATEST EDITION.
<br />1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION.
<br />1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION.
<br />2. DESIGN CRITERIA:
<br />2.1. ROOF LOADING:
<br />- DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE
<br />2.2. FLOOR LOADING:
<br />LIVE 40 PSF
<br />DEAD 15 PSF MIN. (SEE NOTE 2.4)
<br />2.3. RESIDENTIAL BALCONY LOADING:
<br />LIVE 40 PSF
<br />DEAD 15 PSF
<br />2.4. FINISH MATERIAL DEAD LOAD NOTES:
<br />2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE.
<br />IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE
<br />TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER.
<br />2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF
<br />ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS.
<br />GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM
<br />MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER
<br />OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC.
<br />2.5. WIND LOADING SEE TABLE FOR CRITERIA.
<br />3. SOIL:
<br />3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1.
<br />3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL
<br />BEARING PRESSURE OF 2000 PSF.
<br />3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION.
<br />4. CONCRETE:
<br />4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS.
<br />4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.).
<br />4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.).
<br />4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME
<br />MINIMUM (1.5 LBS / CU YD).
<br />4.5. LAP SPLICES & HOOKS SEE TABLE.
<br />5. MASONRY:
<br />5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR
<br />MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER,
<br />COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN
<br />SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE
<br />CONTRACT DOCUMENTS.
<br />5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES:
<br />5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS
<br />PROJECT.
<br />5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI.
<br />5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD.
<br />5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE.
<br />5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE.
<br />5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF
<br />8"-11 ".
<br />5.3. PRODUCTS:
<br />5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR.
<br />5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT.
<br />5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.).
<br />5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET.
<br />5.3.5. STAINLESS STEEL IS NOT APPLICABLE.
<br />5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE.
<br />5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE.
<br />5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE.
<br />5.3.9. JOINT FILLERS ARE NOT APPLICABLE.
<br />5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE.
<br />5.4. EXECUTION:
<br />5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE.
<br />5.4.2. ACCESSORIES ARE NOT APPLICABLE.
<br />5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS
<br />ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D."
<br />5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE
<br />FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5.
<br />MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE
<br />ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")',
<br />AND WICHIGAN CONTROL JOINT.
<br />6. WOOD FRAMING:
<br />6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE
<br />MANUFACTURER'S ASSOCIATION.
<br />6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP.
<br />6.3. FRAMING WALLS & COLUMNS
<br />6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING
<br />LOCATIONS. UNLESS NOTED OTHERWISE.
<br />6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER.
<br />6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O.
<br />6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X
<br />DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE
<br />U.N.O.
<br />6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF.
<br />6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE
<br />END WALLS @ 4'-0 O.C. MIN.
<br />6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE
<br />FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE
<br />TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN
<br />THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE.
<br />6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL
<br />DURABLE WOOD.
<br />6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2.
<br />6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED
<br />WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING
<br />ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY
<br />THE APA.
<br />6.6.1. ROOF SHEATHING: SHINGLE OR METAL 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24"
<br />MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN.
<br />CONTRACTOR SHALL ADJUST MIN, SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE
<br />MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL.
<br />6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN.
<br />6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN
<br />CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY
<br />REQUIREMENTS..
<br />6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR
<br />EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
<br />6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS
<br />& SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.).
<br />6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION.
<br />6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE
<br />WITH NAILING PATTERN PER'O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR
<br />SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT
<br />TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL'F'/S2.
<br />7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.)
<br />7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES
<br />7.1.1 E=2,000,000 PSI
<br />7.1.2 Fb=2950 PSI
<br />7.1.3 Ft=1850 PSI
<br />7.1.4 Fc=500 PSI (PERP)
<br />7.1.5 Fc=2700 PSI (PARALLEL)
<br />7.1.6 Fv=285 PSI
<br />GENERAL NOTES:
<br />PRE-ENGINEERED WOOD PRODUCTS:
<br />• ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER
<br />SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO
<br />AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES
<br />MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE
<br />ENGINEER OF RECORD.
<br />• ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS
<br />ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE
<br />COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE
<br />DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS
<br />FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS.
<br />ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @
<br />THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR
<br />REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION
<br />REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
<br />• ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE
<br />HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING
<br />SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE
<br />REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS.
<br />ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS.
<br />• NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN
<br />STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW
<br />IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
<br />• TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL.
<br />• THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR
<br />SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET.
<br />PRECAST CONCRETE COMPONENTS:
<br />• THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY
<br />LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE.
<br />ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN
<br />REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF
<br />CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED.
<br />MANUFACTURED PRODUCTS:
<br />• ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR
<br />ILLU TRA I N P P E LY.
<br />• THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS
<br />RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE
<br />MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR
<br />INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER
<br />MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES
<br />REQUIREDNOTE: ENGINEER Y THE SEALED PLANS.
<br />•• NGIN ER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF
<br />PRODUCT APPROVAL OR ENDORSEMENT.
<br />FRAMING, DRYWALL & TRIM:
<br />• ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM
<br />FALLING HAZARD.
<br />• ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL
<br />BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL
<br />PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN
<br />THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING
<br />USED, OR U.N.O.
<br />to AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1
<br />2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR
<br />SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT
<br />FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS
<br />HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION 6 0.131 X 3-1/2" NAILS EQUALLY SPACED
<br />AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SI ERED" STUD INTO THE VERTICAL WEB
<br />to AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE
<br />BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT
<br />BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL.
<br />IN ADDITION THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULL WITH
<br />H
<br />7116 OSB OR YSHEAT SHEATHED EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT
<br />BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING
<br />THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH
<br />TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD.
<br />to IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO
<br />THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY
<br />SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD
<br />WITH 4 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL AL APPLY
<br />C SHA SO APP AT ALL CHANGES OF DIRECTION AT
<br />THE KNEE WALL.
<br />to ALL KNEEWAL S THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY
<br />CONTINUOUS.
<br />to
<br />EACH
<br />X 3 1/D WIT INN THE AI S OR EE AL.L SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3)
<br />0. 131to
<br />UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT
<br />NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR
<br />THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS.
<br />BRICK & STONE:
<br />• BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT
<br />IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY.
<br />• AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP
<br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS.
<br />• AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 0 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT
<br />Y ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR OTHERS.
<br />• BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />TMS 402/ACI 530/ASCE 5 AS APPLICABLE.
<br />• VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS
<br />BRICK/STONE DESIGN IS BY OTHERS.
<br />• SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE
<br />BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD
<br />FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT.
<br />• FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE.
<br />• BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES,
<br />FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS.
<br />• THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS
<br />SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR
<br />MIAMI/DADE NOA.
<br />NOTE:
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA
<br />DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
<br />BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF
<br />FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />NOTE:
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W"
<br />" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 1 " DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND
<br />Y Y
<br />EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM
<br />EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED
<br />ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE
<br />COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING.
<br />DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
<br />NOTE:
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE
<br />DRAWINGS AND CAN NOT BE REVISED.
<br />SPECIFICATION FOR ANCHOR BOLTS
<br />(THE FOLLOWING SHALL APPLY U.N.O.)
<br />• ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM
<br />EMBEDMENT OF 5".
<br />• ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT
<br />OF 5".
<br />• ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM
<br />EMBEDMENT OF 6".
<br />• ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT
<br />OF 7".
<br />• ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL.
<br />• THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY
<br />TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE
<br />NOTATION TO USE SAME.
<br />ULTIMATE WIND SPEED (vult) 133.13 MPH
<br />NOMINAL WIND SPEED (valt) 105 MPH
<br />RISK CATEGORY II
<br />WIND EXPOSURE G
<br />INT. PRESSURE COEFF. +/- 0.15 ENCLOSED
<br />MAX. MEAN ROOF HEIGHT 202' (ONE STORY)
<br />COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE)
<br />COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE)
<br />ROOF a 10 SQFT
<br />+ 26.1 / -45.3 PSF
<br />ROOF ,w 10 SQFT
<br />+ 2ro.1 /-10ro.7PSF
<br />g 20 SQFT
<br />+ 242 / -43.4 PSF
<br />6 20 SQFT
<br />+ 242 / -33.4 PSF
<br />ID 50 SQFT
<br />+ 203 / -422 PSF
<br />a+ 50 5QFT
<br />+ 203 / -30b P5F
<br />e 100 SQFT
<br />+ 18.4 / -41.5 PSF
<br />ID 100 SQFT
<br />W
<br />WALL ® ,w 10 SQFT
<br />+ 453 / -43.1 P5F
<br />WALL © 6 10 SQFT
<br />+ 45.3 / -ro0b P5F
<br />}-
<br />© 9 20 SQFT
<br />+ 42.2 / -412 PSF
<br />(:9) a 20 SQFT
<br />+ 422 / -56.8 PSF
<br />.4
<br />� ,w 50 5QFT
<br />+ 40.1 / -43.4 P5F
<br />0 's 50 5QFT
<br />+ 40.1 / -51B PSF
<br />e 100 SQFT
<br />+ 35.4 / -41.5 PSF
<br />im 100 SQFT
<br />+ 36.4 / -503 PSF
<br />500 SQFT
<br />+ 33.8 / -31b PSF
<br />9 500 SQFT
<br />+ 33$ / -31b PSF
<br />-j
<br />GARAGE DOOR 8' WIDTH
<br />+ 40.4 / -43.1 PSF
<br />GARAGE DOOR 8' WIDTH
<br />+ 40A / -45.0 PSF
<br />�3
<br />O 10' WIDTH
<br />+ 33.5 / -4210 PSF
<br />O 10' WIDTH
<br />+ 31BB / -44.5 PSF
<br />12' WIDTH
<br />+ 33.1 / -42.1 PSF
<br />12' WIDTH
<br />+ 33.1 / -44.0 PSF
<br />Iro'+ WIDTH
<br />+ 352 / -41.3 PSF
<br />16'+ WIDTH
<br />+ 382 / -432 PSF
<br />CHART IS IN "ULTIMATE" PRESSURES.
<br />CHART 15 IN "ULTIMATE" PRESSURES.
<br />CHART MAY BE INTERPOLATED
<br />CHART MAY BE INTERPOLATED
<br />GARAGE DOOR PRESSURES ASSUME NO END ZONE
<br />GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE
<br />_j
<br />COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE)
<br />COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE)
<br />7
<br />ROOF a 10 SQFT
<br />+ 15.7- 21.2 P5F
<br />ROOF 6 10 SQFT
<br />+ 15.7- 64.0 P5F
<br />9 20 SQFT
<br />+ 14.5- 2ro.0 PSF
<br />9 20 SQFT
<br />+ 14.5- 53b PSF
<br />T_
<br />•+ 50 SOFT
<br />+ 122- 253 PSF
<br />* 50 SQFT
<br />+ 122- 54.4 PSF
<br />0
<br />m 100 5QFT
<br />+ 1I.0'- 24.3 PSF
<br />0 100 SQFT
<br />+ 11.0- 502 P5F
<br />WALL ® 6 10 5QFT
<br />+ 212- 23.5 PSF
<br />WALL © 0 10 SQFT
<br />+ 212- 36.4 P5F
<br />w
<br />© g 20 SQFT
<br />+ 255 253 PSF
<br />(D g 20 SQFT
<br />+ 25.5 34.1 PSF
<br />m 50 SQFT
<br />+ 24/4 26.0 PSF
<br />(:E:) a 50 SQFT
<br />+ 24, 4 31.1 PSF
<br />Lu
<br />6 100 5QFT
<br />+ 23.0 24.3 PSF
<br />e 100 SQFT
<br />+ 230 302 PSF
<br />I
<br />0 500 SQFT
<br />+ 20a 22b PSF
<br />a 500 SQFT
<br />+ 205 22.6 PSF
<br />D
<br />0
<br />GARAGE DOOR 5' WIDTH
<br />WIDTH
<br />+ 2471 25.3 PSF
<br />GARAGE DOOR 5' WIDTH
<br />+ 242- 21.0 PSF
<br />O 10'
<br />+ 23J!� 25b PSF
<br />O 10' WIDTH
<br />+ 23� 26.1 PSF
<br />12' WIDTH
<br />+ 23B 253 PSF
<br />12' WIDTH
<br />+ 235 26.4 PSF
<br />16'+ WIDTH
<br />+ 222- 24b PSF
<br />16'+ WIDTH
<br />+ 22-b- 25.5 PSF
<br />CHART 15 IN "ALLOWABLEMOMINAL" PRESSURES.
<br />CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES.
<br />CHART MAY BE INTERPOLATED
<br />CHART MAY BE INTERPOLATED
<br />GARAGE DOOR PRESSURES A55UME NO END ZONE
<br />GARAGE DOOR PRESSURES ASSUME T MAX IN END ZONE
<br />BLOCKING DEFINED
<br />(THE N.O.)
<br />THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:'
<br />• BLOCKING SHALL BE 2X4 #2 SYP, U.N.O.
<br />• BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O.
<br />• BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL
<br />EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O.
<br />• BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND
<br />FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB
<br />MEMBER AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER T H O BOTTOM M O CHORD, RD ALIGNED VERTICALLY, U.N.O.
<br />• BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE
<br />OF THE TRUSS WEB ON END. BLOCKING WITHIN THE TRUSS S BOTTOM TOP CHORD OR IF INTERRUPTED BY
<br />DIAGONAL WEB COMPONENTS,H EN FROM BO ALL EXTEND OM CHORD TO IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE
<br />WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O.
<br />BELLOW WITHIN DTO FILL THEE AREA VOID
<br />AKKEN UP BY TRUSS WORKI.E. THE VOID .) FORTRANSFERRING UPPER POINT ACE BETWEEN THE BOTTOM PLATE OF AN LOADS (I.E. STUD PAALL CTHE MASONRY OR FRAME CKS)) TO LOWER COMPONENTS WALL
<br />SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK
<br />ABOVE.
<br />• BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE
<br />ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY
<br />AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O.
<br />• IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O.
<br />SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION
<br />(THE FOLLOWING SHALL APPLY U.N.O.)
<br />• ALL STRINGERS TO BE 2-2X12 #2 SYP.
<br />• ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER.
<br />STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL HALL BE ATTACHED:
<br />1 SU " S C
<br />•• @ MASONRY/CONC. WITH q DIA X 3" TAPCONS AT 8 O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.).
<br />•• IF H STRINGERS SARE SUPPORTED I N THIS WAYLS AT EA. U SU ( HANGERS ) GERS ARE REQUIRED AT THE ENDS
<br />• ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: ••
<br />@ CONC. W/ 4" DIA. X 3" TAPCONS @ 12" O.C.
<br />•• @ WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW.
<br />•• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA.
<br />• LANDINGS SHALL BE BUILT AS FOLLOWS:
<br />•• JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C.
<br />•• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT
<br />EACH END.
<br />•• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131
<br />X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE.
<br />•• LEDGERS TO BE 2X8 WITH:
<br />••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX.
<br />••• 4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT.
<br />••
<br />ATTACH I J TS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQ
<br />UAL.
<br />UAL. Q
<br />• THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE.
<br />• GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS
<br />OF FBC TABLE R301.5 & SECTION R312.
<br />SPECIFICATION FOR BUCK ATTACHMENT
<br />• IF 1x-ATTACH WINDOW THROUGH BUCK TO
<br />MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK.
<br />• IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY
<br />ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK
<br />(TYP. ALL 2x WINDOW BUCK ATTACHMENT.)
<br />LIMITATIONS
<br />(THE FOLLAPPLY U.N.O.)
<br />• VORTEX ENGINEERING, LLC. HAS CHECKED THE
<br />ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE
<br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
<br />RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR
<br />THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING
<br />CRITERIA I.E. - DIMENSIONS, AESTHETICS, CONTINUITY
<br />OF LAYOUTS, ETC. ANY DISCONTINUITY IN DESIGN IS
<br />THE RESPONSIBILITY OF THE DESIGNER.
<br />CONFLICTS
<br />(THE FOLLOWING SHALL APPLY U.N.O.)
<br />• REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET,
<br />EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN
<br />SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE,
<br />OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT
<br />CRITERIA SHALL APPLY.
<br />• WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS
<br />PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL
<br />CONTROL.
<br />DISCLAIMER
<br />(THE FOLLOWING APPLY U.N.O.)
<br />CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT
<br />ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK.
<br />ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT
<br />WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY
<br />CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS
<br />APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER
<br />VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS,
<br />OR LITIGATION BYANY INTERESTED PARTIES IN THE PROJECT. IF BOUND
<br />SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ
<br />CAREFULLY FOR ADDITIONAL CONDITIONS.
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<br />SCALE: AS NOTED
<br />DATE: 05-07-2018
<br />SHEET NO.
<br />SN
<br />
|