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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 RESIDEISITIAL 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 />,4RE: FBRC R308.4)
<br />R308.3 HUMAN 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 11 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 JALOUISIES.
<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 ENCLOSING 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 (O.&36 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 WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND
<br />ALL PANES IN MULTIPLE GLAZING.
<br />1 0. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS 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 />1 1. 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 (1 524 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 f 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 K") WITHOUT CONTACTING THE GLASS
<br />AND BE A MINIMUM OF 1 Y2 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 CrMS 402/ACI 5301ASCE 5).
<br />1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (rMS 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 />LIVE 20 PSF
<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 (WWFASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE0.1%BYVOLUME
<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 61TMS 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"-1 1".
<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. -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 -REaD.-
<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/Sl, HOWEVER, ALTERNATIVE
<br />ACCEPTABLE CONTROL JOINT TYPES INCLUDESTANDARD VERTICAL - UNKEYED CONTROL JOINT (318')',
<br />AND 'MICHIGAN CONTROL JOINT.
<br />6. WOOD FRAMING:
<br />6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE
<br />MANUFACTURERS 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 2A, FOR 2X
<br />DEPTHS GREATER THAN 2A, #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 T-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE
<br />END WALLS @ 4'-O 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. 1 1-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, 7116" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24"
<br />MAX. SPAN. AT TILE USE MIN. 15132" 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.1
<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 />.
<br />PRE-ENGINEERED WOOD PRODUCTS:
<br />9 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 />f 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 MANUFACTURERS COMPONENTS 0-
<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 />0 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 />0 NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN
<br />STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUC71ON COMMENCING PRIOR TO ENGINEER'S REVIEW
<br />IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
<br />0 TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL.
<br />0 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 />0 THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY
<br />LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOU'T UNLESS SPECIFICALLY STATED OTHERWISE.
<br />ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS 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 />0 CH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR
<br />ILLUSTRATION PURPME975RIV.- - -
<br />0 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 PRODUCTICOMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER
<br />MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES
<br />REQUIRED BY THE SEALED PLANS.
<br />so NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF
<br />PRODUCT APPROVAL OR ENDORSEMENT.
<br />FRAMING, DRYWALL & TRIM:
<br />0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16' O.C. TO PROTECT FROM
<br />FALLING HAZARD.
<br />0 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 />04 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX.
<br />2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLO
<br />SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSSMOISTIBEAM AND SHALL NAIL TO THAT
<br />FLOOR TRUSS WITH (3) 0.131 X 3-lt2' 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 3-112- NAILS EQUALLY SPACED
<br />AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB
<br />COMPONENT.
<br />00 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 FULLY SHEATHED WITH
<br />7/16" OSB OR 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 />09 IF A GUARDRAIL/KNEE 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 ALSO APPLY AT ALL CHANGES OF DIRECTION AT
<br />THE KNEE WALL.
<br />9* ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY
<br />CONTINUOUS.
<br />90 EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3)
<br />0.131 X 3-1r2"TOE NAILS OR EQUAL.
<br />*0 SE 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 />0 BRICK/STONE 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 />0 AT MASONRY, USE 6'X6'X3/8' STEEL ANGLE W/ 1/2' DIA. X 5' SIMPSON TITEN HD ANCHORS 0 24' D.C. W/ 4- LAP
<br />ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, 09 BY OTHERS.
<br />0 AT FRAME, USE 5'X5"X3/8"STEEL ANGLE W/ 318" DIA. X 4* LAG SCREWS @ 12- O.C. W/ 4- LAP ONTO BRICK SUPPORT
<br />ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS.
<br />0 BRICKISTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />TMIS 4021ACI 5301ASCE 5 AS APPLICABLE.
<br />0 VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS
<br />BRICK/STONE DESIGN IS BY OTHERS.
<br />0 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 />0 FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICKISTONE.
<br />0 BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES,
<br />FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICKISTONE 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 />I 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 />I FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I
<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 lYs' DRYWALL SCREWS AT 12' O.C. FOR WALLS. ALL ENDS AND
<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 BOLT9
<br />(THE FOLLOWING SHALL APPLY U.N.O.)
<br />0 ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM
<br />EMBEDMENT OF 50.
<br />a 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 />0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM
<br />EMBEDMENT OF 6".
<br />0 ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT
<br />OF 7".
<br />0 ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL.
<br />0 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 />F
<br />ULTIMATE WIND SPEED (Vult) 13S.4!I MPH
<br />NOMINAL WIND SPEED (valt) 108 MPH
<br />RISK CATEGORY 11 ,
<br />WIND EXPOSURE C
<br />INT. PRESSURE COEFF. */- 0.18 ENCLOSED
<br />MAX. MEAN ROOF HEIGHT 200' (ONE STORY)
<br />COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE)
<br />COMPONENTS AND CLADDIW-s END/lEDGE ZONE (ULTIMATE)
<br />ROOF * 10 Sa<�FT
<br />+ 26.1 / -45-3 PSF
<br />ROOF * 10 SOFT
<br />+ 21b.] / -1061PSIF
<br />* 20 SOFT
<br />+ 24.2 / -43.4 PISF
<br />* 20 SQFT
<br />+ 242 / -IBS.4 PSF
<br />0 50 SQFT
<br />+203/-42.2 FINSF
<br />0 50 SCA=T
<br />+ 203 / -cj0/b PSF
<br />* 100 SGPT
<br />+16.4 / -41.5 PSF
<br />* 100 S(;ZFT
<br />+ 16.4 / -83.1 PW
<br />WALL (�) 0 10 SQFT
<br />+ 453 / -41B.1 PISF
<br />WALL(g) 0 10 SCA=T
<br />+ 453 / -&01oPSF
<br />I—
<br />(�� a 20 S(2FT
<br />+ 42.2 / -4-1.2 PW
<br />(::g�) 0 20 a<;FT
<br />+ 42.2 / -56.8 PSF
<br />-4
<br />(g) a 50 SCFT
<br />+ 40.1 / -43.4 PSF
<br />(:E) is 50 S(2FT
<br />+40.-I/ -51.8 PSF
<br />F-
<br />0 100 SOFT
<br />.6 38.4 / -41B PSIF
<br />0 100 SCh=T
<br />+ 38A / -50.3 PSF
<br />* 500 SQFT
<br />+ 33.8 / -3-Ifo PSIF
<br />* 500 S,QFT
<br />+ 33.8 / -31fo P5F
<br />I—
<br />GARAGE DOOR S' WIDTH
<br />+ 40.4/ -43.1 - PSF
<br />GARAGE DOOR S' WIDTH
<br />± 40.4 / -45.0 PSF
<br />�3
<br />(9) 10' WIDTH
<br />+ 315,5 / -42fo PSF
<br />(2) 10' WIDTH
<br />+ 3Sb / -44B PSF
<br />12' WIDTH
<br />+ 3S.1 / -42.1 PSIF
<br />12' WIDTH
<br />+ 31B.1 / -44.0 PSF
<br />lib'+ WIDTH
<br />+30.2 /-413 PSF
<br />1&'+ WIDTH
<br />+ 38.2 / -43.2 SF
<br />CHART 15 IN "ULTIMATE" PRESSURES.
<br />CHART 15 IN "ULTIMATE" PRESSURES.
<br />CHART MAY 13E 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 />I
<br />COMPONENTS AND CLADDING INTERIOR ZONE (ALLOUJA5LE)
<br />COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWAIBLE)
<br />-4
<br />:Z
<br />ROOF 0 10 SQFT
<br />+15.7- 2-1.2 PSF
<br />ROOF 0 10 SQFT
<br />+ 15.7- &4Z PSF
<br />-
<br />* 20 SQFT
<br />-o 14-%- 260 PSF
<br />0 20 SCFT
<br />+14.9- rpcuo PSF
<br />1:
<br />* 50 SQFT
<br />+ 12.2/- 253 PSF
<br />* 50 SQFT
<br />+ 12.2/- 54.4 SF
<br />0
<br />0 100 SQFT
<br />+11-0- 24.S PSF
<br />0 100 S(;�FT
<br />+110- 50.2 SF
<br />��
<br />WALL (:��) a iO SQFT
<br />+2-12- 2SB PSF
<br />WALL (� 0 10 SQFT
<br />+ 212- 36A PSF
<br />(��) 0 20 SQFT
<br />+ 2r7b, 253 POF
<br />(:9�) * 20 &CFT
<br />+ 25,& 34.1 PW
<br />Cg:) * 50 SCFT
<br />+ 24A 2&.0 PSF
<br />(E) * 50 SQFT
<br />+ 24A 31.1 PSF
<br />a 100 SOFT
<br />4 23.0 24.ci PSF
<br />0 100 SCr-T
<br />+23.0 30.2 PSF
<br />-4
<br />* 500 S(2IFT
<br />+205 22fo PSF
<br />0 500 -90FT
<br />+20,3 22fo PSF
<br />:�l
<br />GARAGE DOOR S' WIDTH
<br />4 24,12- 2 5.13 PSF
<br />GARAGE DOOR 8' WIDTH
<br />±242- 21.0 POP
<br />(3
<br />(:�j) 10' WIDTH
<br />+ 23A. 25fo PSF
<br />(R) 10' WIDTH
<br />+ 23A. 26.1 PSF
<br />12' WIDTH
<br />+ 2320. 253 PSF
<br />12' WIDTH
<br />+ 23,15- 26.4 PSF
<br />bb'+ WIDTH
<br />+ 22-b- 24,13 PSF
<br />IW+ WIDTH
<br />+ 222� 25.13 PSF
<br />-4
<br />CHART IS IN "ALLOLUABLE/NOMINAL" PRESSURES.
<br />CHART IS IN "ALLOWADLE/NOMINAL" PRESSURES.
<br />C14ART MAY 5E 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 />BLOCKING DEFINED
<br />(THE 1-ULLUWIN(i SWETPPM.N.O.)
<br />THROUGHOUT THIS PLAN THE TERM BLOCKJNG IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:,
<br />0 BLOCKING SHALL BE 2X4 #2 SYP, U.N.O.
<br />0 BLOCKING SHALL BE ATTACHED WITH (3) 0.1=3-1/2' TOENAILS INTO THE STUDS AT EITHER END, U.N.O.
<br />0 BLOCKJNG 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 />0 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 TO BOTTOM CHORD, 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 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY
<br />DIAGONAL WEB COMPONENTS, 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 />a BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL
<br />BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS
<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 BLOCKJNG 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 />0 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 />0 ALL STRINGERS TO BE 2-2X1 2 #2 SYP.
<br />0 ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER.
<br />0 STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED:
<br />so @ MASONRY/CONC. WITH r DIA X 3- TAPCONS AT 8- O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.).
<br />so @ WOOD WITH (4) 0.131 X V NAILS AT EA. STUD MIN. (16"O.C. MAX)
<br />so IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS
<br />0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR:
<br />so @ CONC. W/ r DIA. X 3H TAPCONS @ 120 O.C.
<br />00 @ WOOD ATTACH W/ 0.131 X V NAILS AT 8' O.C. TO TRUSSMOIST/ OR BLOCKING BELOW.
<br />00 ATTACH STRINGER TO FOOT WITH (2) 0.131X3j'TOENAILS EA.
<br />* LANDINGS SHALL BE BUILT AS FOLLOWS:
<br />as JOISTS TO BE 2X8 #2 SYP, MIN. @ 16' O.C.
<br />as 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 />so IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.11=3� R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131
<br />X * TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE.
<br />*0 LEDGERS TO BE 2X8 WITH:
<br />**9 (4) 0.131X4'NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16"O.C. MAX.
<br />0*0 I" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT.
<br />4
<br />Go ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL.
<br />0 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 />(I Ht t-ULLOWING 5NALL APPLY U.N.U.)
<br />0 IF 1 x -ATTACH WINDOW THROUGH BUCK TO
<br />MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK.
<br />0 IF 2x - ATTACH TO MASONRY wl 114"x 3" MASONRY
<br />ANCHORS @ 12' O.C. wl MAX. 6- FROM END OF BUCK
<br />(TYP. ALL 2x WINDOW BUCK ATTACHMENT.)
<br />LIMITATIONS
<br />(THE FOLLOWING SHALL 71PPLY U.N.O.)
<br />0 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. I
<br />CONFLICTS
<br />(THE FOLLOVVI`1913b��PPLY U.N.O.)
<br />0 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 />0 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 FOLLOWIN(i SHALL APPLY U.N.O.) I
<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 BY ANY 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 />DATE: 05-07-2018
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