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<br />Termite Specifications:
<br />Structural
<br />Notes:
<br />Structural Design Criteria:
<br />General Notes:
<br />FOUNDATIONS
<br />CODES: FLORIDA BUILDING CODE, 2001 EDITION
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<br />1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />SOIL TO BE COMPACTED TO AT LEAST 95%
<br />PREFABRICATED WOOD TRUSSES
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />THE FOLLOWING TECHINCAL CODES
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<br />AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
<br />OF MAX. DRY DENSITY AS DETERMINED BY
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
<br />SHALL APPLY:
<br />BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
<br />ASTM - 1557 ( MODIFIED PROCTOR)
<br />1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
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<br />ELECTRIC PANEL.(FBC 104.2.6)
<br />FOUNDATION INSPECTIONS
<br />FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
<br />NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
<br />2O01 FLORIDA BUILDING CODE,
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<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0"
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A
<br />HURRICANE CLIPS OR ANCHORS.
<br />2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED INcc
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />PLUMBING MECHANICAL FUEL GAS
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<br />AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
<br />COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
<br />ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
<br />ENERGY EFFICIENCY, ACCESSIBILITY,
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<br />INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
<br />DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND
<br />LIVE LOADS: ROOF
<br />AND 2002 NATIONAL ELECTRICAL CODES
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<br />EXPOSED AND A STRING STRECHED FROM MARKER TO
<br />TOP CHORD 20 PSF
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<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
<br />MARKER TO VERIFY REQUIRED SETBACKS.
<br />ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
<br />BOTTOM CHORD (W/O STORAGE) 10 PSF
<br />ORDINANCE 92-19 - APPENDIX"?
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<br />SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
<br />CAST IN PLACE CONCRETE
<br />FOREST PRODUCTS ASSOCIATION.
<br />RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF
<br />TO FBC PLUMBING 2001 CODE.
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<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
<br />3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
<br />TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE
<br />BALCONIES 40 PSF
<br />STAIRS 40 PSF
<br />1. TANK TYPE WATER CLOSET VOLUME
<br />1.6 GALLONS
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<br />COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
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<br />FOR LOAD DURATION OF 25 /o) TO WITHSTAND THE LIVE
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<br />EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8"
<br />PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
<br />AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
<br />LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
<br />DEAD LOADS: ROOF 17 PSF (SHINGLE)
<br />FLOOR 15 PSF
<br />2. WALL MOUNT WATER CLOSET VOLUME
<br />3.5 GALLONS
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<br />4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
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<br />THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
<br />2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
<br />REQUIRED BY THE TRUSS MANUFACTURER UNLESS
<br />3. WATER - FLOW RATE.
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<br />DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
<br />NOTED ON THE PLANS.
<br />WIND LOADS: WIND LOADS BASED ON FBC, SECTION 1606.2.
<br />PUBLIC FACILITIES 0.5 G.P.M.
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<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
<br />GRADE 40.
<br />5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
<br />(F.B.C.) WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0
<br />PRIVATE FACILITIES 2.2 G.P.M.
<br />IS COMPLETE.(FBC 1816.1.1)
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br />CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
<br />CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 2500 PSI
<br />SHOWER HEADS 2.5 G.P.M.
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
<br />LEAST ONE CROSS WIRE WITHIN THE 6".
<br />NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
<br />MANUFACTURER IN ACCORDANCE WITH THE DESIGN
<br />STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI
<br />4. ALL PLUMBING WATER LINES
<br />TO BE PVPC
<br />INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
<br />4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
<br />LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA
<br />@ 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
<br />ALL TOP BARS OF BEAMS.
<br />6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL
<br />VTR LOCATIONS ARE APPROXIMATE
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
<br />5. HORIZONTAL FOOTING BARS SHALL BE BENT V-0"
<br />PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
<br />REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
<br />AND MAY CHANGE DUE TO JOBSITE
<br />ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
<br />FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
<br />AROUND CORNERS OR CORNER BARS WITH A 2'-0"
<br />PLATE INSTITUTE TPI LATEST EDITION.
<br />ALL REINFORCING BARS ASTM A615-40 40,000 PSI
<br />CONDITIONS
<br />SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
<br />LAP PROVIDED
<br />7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
<br />ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI
<br />THE FOLLOWING SHALL COMPLY
<br />6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
<br />THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS
<br />SPLICES SHALL BE 40 BAR DIAMETERS TYP.
<br />AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS
<br />CONCRETE ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
<br />WITH THE 2001 FBC.
<br />8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
<br />7. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR
<br />FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
<br />BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
<br />MASONRY MORTAR TYPE "S" 1900 PSI
<br />UNITS: CONCRETE GROUT 3000 PSI
<br />® PORCHES AND BALCONIES
<br />REQUIRED.(FBC 1816.1.4)
<br />1 1/2" TO FORM
<br />SECTION 1014
<br />MASONRY WALL CONST.
<br />AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
<br />CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
<br />❑ HANDRAILS - SECTION 1007.5
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
<br />FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
<br />SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
<br />STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
<br />❑ GUARDRAILS - SECTION 1015, 1019.9
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<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)
<br />WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
<br />REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
<br />STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES
<br />ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
<br />❑ STAIRS - SECTION 1007
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<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
<br />1900 PSI (Pm = 1500 PSI)
<br />REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br />8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
<br />❑ CHIMNEY &FIREPLACE
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<br />WITHIN V-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6)
<br />2. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO
<br />WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
<br />WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
<br />SSECTION ECTION 2803-2806 (MAR)
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<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
<br />ASTM C270.
<br />TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL
<br />NO. 2 SOUTHERN YELLOW PINE (19% M.C.)
<br />ROOF DECK: PLYWOOD C-C/C-D EXTERIOR or OSB
<br />® EGRESS WINDOWS
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<br />IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
<br />3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
<br />BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
<br />FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH
<br />SECTION 1005.4
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<br />THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)
<br />MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
<br />COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
<br />WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
<br />4. ALL OPENINGS SHALL COMPLY WITH
<br />VERSA LAM BEAM Fb = 2900 PSI (2.OE)
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<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.(FBC 1816.1.7)
<br />4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
<br />2001 FBC WIND LOADS AS STATED
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<br />DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
<br />WOOD ROOF DESIGN LOADS:
<br />BELOW. ATTACHMENTS OF WINDOWS,
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
<br />5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
<br />UPLIFT CONNECTORS
<br />TRUSSES: TOP CHORD LIVE AND DEAD LOAD; 27 PSF
<br />DOORS, SLIDING GLASS DOORS
<br />BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
<br />AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
<br />BOTTOM CHORD LIVE AND DEAD LOAD: 20 PSF
<br />AND O.H. GARAGE DOORS ARE TO DELEGATED
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<br />WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING
<br />OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
<br />1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS
<br />TOTAL: 47 PSF
<br />THE MANUFACTURER OF THESE ITEMS. THE
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<br />HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
<br />ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
<br />MANUFACTURER OF THESE ITEMS
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<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />OTHERWISE NOTED.
<br />MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
<br />NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN
<br />SHALL SUBMIT ATTACHMENTS FOR
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<br />FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)
<br />6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR
<br />INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
<br />4 FEET OF RIDGES, HIPS, EAVES AND BUILDING
<br />MIN
<br />SITE INSTALLATION.
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<br />DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS
<br />TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
<br />PERIMETER AND 15 PSF FOR ALL OTHER AREAS.
<br />SEE ATTACHED SPECIFICATION SHEETS FOR
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<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />7. DUR-0-WALL SHALL BE PROVIDED @ EVERY OTHER
<br />NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
<br />SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN
<br />MANUFACTURERS DESIGN CRITERIA AND
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<br />BELOW AND WITHIN 1' 0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
<br />COARSE OR 16" O/C
<br />THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
<br />FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING
<br />INSTALLATION METHODS FOR WINDOWS,
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<br />TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />WOOD CONSTRUCTION
<br />A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
<br />DOORS, SLIDING GLASS DOORS, OVERHEAD
<br />(FBC 2303.1.3)
<br />1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
<br />DEAD LOAD.
<br />GARAGE DOORS, AND ROOFING.
<br />"NATIONAL DESIGN SPECIFICATION FOR WOOD
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />CONSTRUCTION", 2001 EDITION.
<br />WOOD FLOOR DESIGN LOADS:
<br />WITHIN 15'-0"; OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4)
<br />2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
<br />FIELD REPAIR NOTES
<br />TRUSSES: DEAD LOAD: 15 PSF
<br />5. ALL DOORS INTERIOR &EXTERIOR ARE
<br />WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,
<br />LIVE LOAD: 40 PSF
<br />6'-8" UNLESS OTHERWISE NOTED
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<br />( I.E. BLOCKING OR GABLE END BRACING SHALL BE EITHER
<br />1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
<br />TOTAL: 55 PSF
<br />ALL SHOWER ENCLOSURES TO BE
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<br />SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE
<br />BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/
<br />TEMPERED GLASS
<br />USED REGARDLESS OF SPECIES.
<br />3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT
<br />(4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK
<br />AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
<br />SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
<br />6. ALL WINDOWS WITHIN 24" OF DOORS
<br />(INTERIOR &EXTERIOR) AND WITHIN
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<br />FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
<br />2
<br />LESS. USE (2) FOR 000 LBS. OR LESS. OTHERS MAY BE
<br />VALUE: SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
<br />IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
<br />18" OF FLR TO BE TEMPERED GLASS.
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<br />SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
<br />SUBSTITUTED ON A CASE BY CASE BASIS.
<br />SHALL CONTACT
<br />(SECTION 2405.2)
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<br />F-1 C) Ln
<br />4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
<br />2. MISSED "T BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
<br />THE GENERAL CONTRACTOR THE ENGINEER PRIOR TO
<br />OF
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<br />PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8"
<br />STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6"
<br />FOUNDATION POUR FOR VERIFICATION FOUNDATION DESIGN.
<br />1-1 M
<br />OVER METAL LATH.
<br />DEEP UNITEX "PROPDXY" 300 ADHESIVE BINDER FOLLOWING
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<br />FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK.
<br />ALL MANUFACTURERS RECOMMENDATIONS (OR 1/2" X 6"
<br />RAWL STUD EXPANSION ANCHORS.)
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<br />5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH
<br />3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS:
<br />CLaC Vi t--�
<br />EARTH OR CONCRETE TO BE PRESSURE TREATED.
<br />DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
<br />G Q 00
<br />*ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
<br />THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
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<br />AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE
<br />THE EPDXY FILLED HOLE. USE A TWO PART EMBEDDEMENT
<br />"EPDXY "
<br />(CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR
<br />GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED
<br />EPDXY ( SIMPSON TIE SET', OR HILTI 2 PART'
<br />EMBEDDMENT EPDXY), MIXED PER MANUFACTURER'S
<br />Building Data:
<br />Index Of Drawings
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<br />WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C.
<br />INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
<br />MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
<br />DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
<br />SHT NO:
<br />TLE
<br />THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S
<br />AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.
<br />CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
<br />WIND SPEED 123 MPH
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<br />COVER SHEET
<br />RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO ALLOW THE EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS,
<br />(SECTION 608 - FBC 2001)
<br />WIND IMPORTANCE FACTOR -- (Iw) = 1.0
<br />SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
<br />THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
<br />WIND EXPOSURE -- "B" (FBC 1606.1.8)
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<br />FLOOR PLAN
<br />FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED POUR.
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
<br />GALVANIZED OR STAINLESS STEEL FASTENERS.
<br />4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF
<br />A2
<br />FOUNDATION PLAN
<br />DOT SODIUM BORATE (SBX) DOES NOT.
<br />GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE
<br />A3
<br />ELECTRICAL PLAN
<br />FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
<br />WIND BORNE DEBRIS AREAS
<br />DESIGN WIND PRESSURE:
<br />WOOD FRAMING INSPECTION
<br />INSTALLATION INSTRUCTIONS ARE FOLLOWED.
<br />COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE)
<br />(IN
<br />A4.1
<br />ELEVATION I
<br />ALL PLUMBING, ELECTRICAL, AND MECHANICAL
<br />5. FOR MORTAR JOINTS LESS THAN
<br />OF PROVIDE (1)
<br />IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BARR DOES DOES
<br />THE METHOD TO SATISFY PROTECTION OF OPENINGS
<br /># END ZONE IS ONLY WITHIN T-0"
<br />A4.2
<br />ELEVATION II
<br />ROUGH -INS MUST BE COMPLETE, INSPECTED
<br />NOT HAVE TO BE CONT. TO FOOTING)
<br />THESE AREAS WILL BE THE SOLE RESPONSIBILITY
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />A4.3
<br />ELEVATION III
<br />AND APPROVED BEFORE REQUESTING FRAMING
<br />OF THE CONTRACTOR.
<br />INSPECTION.
<br />WINDOWS AND DOORS
<br />A5.1
<br />ROOF FRAMING ELEV I
<br />THEIR OPTIONS ARE AS FOLLOWS:
<br />SEE FLOOR PLAN FOR ACTUAL PRESSURES
<br />A5.2
<br />ROOF FRAMING ELEV II
<br />A. IMPACT RESISTANT GLAZING
<br />A5.3
<br />ROOF FRAMING ELEV III
<br />B. APPROVED SHUTTERS
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<br />INTERIOR ELEVATIONS
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<br />Master Revisions:
<br />WALL SECTIONS
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<br />IT IS THE INTENT OF THIS DESIGNER THAT
<br />TAM PA FLORIDA
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<br />THESE PLANS ARE ACCURATE AND ARE
<br />CLEAR ENOUGH FOR THE LICENSED PROFESS-
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