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<br />Termite Specifications:
<br />
<br />Structural Notes:
<br />
<br />1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
<br />BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
<br />ELECTRIC PANEL.(FBC 104.2.6)
<br />
<br />FOUNDATIONS
<br />SOIL TO BE COMPACTED TO AT LEAST 95%
<br />OF MAX. DRY DENSITY AS DETERMINED BY
<br />ASTM - 1557 ( MODIFIED PROCTOR)
<br />FOUNDATION INSPECTIONS
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A
<br />COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
<br />INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
<br />EXPOSED AND A STRING STRECHED FROM MARKER TO
<br />MARKER TO VERIFY REQUIRED SETBACKS.
<br />CAST IN PLACE CONCRETE
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6"
<br />PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
<br />AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
<br />2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
<br />DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
<br />GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br />WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
<br />LEAST ONE CROSS WIRE WITHIN THE 6".
<br />4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
<br />ALL TOP BARS OF BEAMS.
<br />5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
<br />AROUND CORNERS OR CORNER BARS WITH A 2'-0"
<br />LAP PROVIDED
<br />6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
<br />SPLICES SHALL BE 40 BAR DIAMETERS TYP.
<br />7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
<br />1 1/2" TO FORM
<br />MASONRY WALL CONST.
<br />1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
<br />WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
<br />WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
<br />1900 PSI ( fm = 1500 PSI)
<br />2. MORTAR SHALL BE TYPE "M" OR "SO, CONFORMING TO
<br />ASTM C270.
<br />3. COARSE GROUT SHALL CONFORM TO ASTM C475 WITH A
<br />MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
<br />COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
<br />4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
<br />DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
<br />5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
<br />AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
<br />OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
<br />IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
<br />OTHERWISE NOTED.
<br />6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR
<br />DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS
<br />7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER
<br />COARSE OR 16" o/c
<br />WOOD CONSTRUCTION
<br />1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
<br />"NATIONAL DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION", 2001 EDITION.
<br />2. ALL EXTERIOR WOOD STUD WAllS, BEARING WALLS, SHEAR
<br />WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,
<br />( I.E. BLOCKING OR GABLE END BRACING) SHAll BE EITHER
<br />SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE
<br />USED REGARDLESS OF SPECIES.
<br />3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT
<br />FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
<br />SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
<br />4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK
<br />PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7(8"
<br />OVER METAL LATH.
<br />FIRST 2 LAYERS 3(8" THICK EACH. 3RD LAYER 1(8" THICK.
<br />5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH
<br />EARTH OR CONCRETE TO BE PRESSURE TREATED.
<br />
<br />*ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE
<br />(CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR
<br />GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED
<br />WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C,
<br />MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS
<br />THAT ARE CORROSIVE TO STEEL IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO
<br />SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
<br />FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED
<br />GALVANIZED OR STAINLESS STEEL FASTENERS.
<br />DOT SODIUM BORATE (SBX) DOES NOT.
<br />
<br />SOIL BEARING
<br />VALUE:
<br />
<br />CODES:
<br />
<br />PREFABRICATED WOOD TRUSSES
<br />
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
<br />SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4)
<br />
<br />1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
<br />FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
<br />HURRICANE CLIPS OR ANCHORS.
<br />2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
<br />ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
<br />DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND
<br />ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
<br />FOREST PRODUCTS ASSOCIATION.
<br />3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
<br />TIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE
<br />FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
<br />LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
<br />4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
<br />REQUIRED BY THE TRUSS MANUFACTURER UNLESS
<br />NOTED ON THE PLANS.
<br />5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
<br />CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
<br />NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
<br />MANUFACTURER IN ACCORDANCE WITH THE DESIGN
<br />LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA
<br />6. DESIGN SPEOFICATIONS FOR LIGHT WEIGHT METAL
<br />PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
<br />PLATE INSTITUTE TPI LATEST EDITION.
<br />7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
<br />THE MANUFACTURER IN ACCORDANCE WITH SPECIFlED LOADS
<br />AND GOVERNING CODES. SUBMmALS SHALL INCLUDE TRUSS
<br />FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
<br />BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
<br />AND PERMANENT BRACING AND(OR BRIDGING AS REQUIRED
<br />FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
<br />SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
<br />REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
<br />REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br />8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
<br />WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
<br />TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
<br />BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
<br />
<br />WOOD FRAMING:
<br />
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
<br />AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
<br />
<br />LIVE LOADS:
<br />
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
<br />COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
<br />
<br />DEAD LOADS:
<br />
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5(8"
<br />THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
<br />
<br />5. INITIAL TREATMENT SHAll BE DONE AFTER ALL EXCAVATION AND BACKFILL
<br />IS COMPLETE.(FBC 1816.1.1)
<br />
<br />WIND LOADS:
<br />(F.B.C.)
<br />CONCRETE
<br />STRENGTH
<br />@ 28 DAYS
<br />
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
<br />
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
<br />ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASlIC FORMS. PERMANENT
<br />FORMS MUST BE OF A SIZE AND DEPTH THAT WILL EUMINATE THE DISTURBANCE OF
<br />SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
<br />
<br />REINFORCING:
<br />
<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 />REQUIRED.(FBC 1816.1.4)
<br />
<br />CONCRETE
<br />MASONRY
<br />UNITS:
<br />
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)
<br />
<br />STRUCTURAL
<br />STEEL:
<br />
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6)
<br />
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
<br />IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
<br />THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)
<br />
<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1. 7)
<br />
<br />UPLIFT CONNECTORS
<br />
<br />WOOD ROOF
<br />TRUSSES:
<br />
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
<br />BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
<br />WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
<br />HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANf.A.N
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)
<br />
<br />1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
<br />ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
<br />MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
<br />INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
<br />TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
<br />NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
<br />THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
<br />
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
<br />TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />(FBC 2303.1.3)
<br />
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4)
<br />
<br />FIELD REPAIR NOTES
<br />
<br />WOOD FLOOR
<br />TRUSSES:
<br />
<br />WOOD FRAMING INSPECTION
<br />ALL PLUMBING, ELECTRICAL, AND MECHANICAL
<br />ROUGH-INS MUST BE COMPLETE, INSPECTED
<br />AND APPROVED BEFORE REQUESTING FRAMING
<br />INSPECTION.
<br />
<br />1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY
<br />BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/
<br />(4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK
<br />AND (7) lOd TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
<br />LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
<br />SUBSTITUTED ON A CASE BY CASE BASIS.
<br />2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB-
<br />STITUTED W/l/2" DIA. ANCHOR BOLTS SET IN 3(4" DIA. X 6"
<br />DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING
<br />ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6"
<br />RAWL STUD EXPANSION ANCHORS. )
<br />
<br />3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS:
<br />DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF
<br />THE OMmED REBAR, AND INSTALL A 32" LONG #5 BAR INTO
<br />THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT
<br />EPOXY ( SIMPSON "EPOXY TIE SET', OR HIL TI " 2 PART'
<br />EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S
<br />INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
<br />DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND
<br />AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY.
<br />ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPEOFlCATIONS,
<br />THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM
<br />POUR.
<br />4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF
<br />GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE
<br />FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
<br />INSTALLATION INSTRUCTIONS ARE FOLLOWED.
<br />5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.
<br />IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES
<br />NOT HAVE TO BE CONT. TO FOOTING)
<br />
<br /> General Notes:
<br /> ~ w
<br /> o i!:
<br /> THE FOLLOWING TECHINCAL CODES ~~~ ~
<br /> SHALL APPLY: i!: 8-
<br /> . 1=1 ~ ~
<br /> ()
<br /> 2001 FLORIDA BUILDING CODE, Z
<br /> PLUMBING, MECHANICAL, FUEL GAS, Nco ~~~ ;~ ~
<br /> ENERGY EFFICIENCY, ACCESSIBILITY, ~ ~o
<br /> z tO~9~
<br /> AND 2002 NATIONAL ELECTRICAL CODES 0:: ~8~ ~ ;
<br /> w ~ glB~ C'2
<br /> w z ~. ~
<br /> ORDINANCE 92-19 - APPENDIX "J" O)N g-W 00 ~
<br /> z )( ...... to ~i!:;ii!~ ~ c:::r.
<br /> TO FBC PLUMBING 2001 CODE. ~ oti,.,...... ;a
<br /> CD .....,.,. ~~~ ~ra ~u
<br /> z ~.e iii ~
<br />1. TANK TYPE WATER CLOSET VOLUME W d ........w ~c~ i~ UlI
<br /> 1.6 GALLONS a.: ..
<br /> ....J v
<br />2. WALL MOUNT WATER CLOSET VOLUME ~ ~~ ~~t1 !" ~
<br /> 3.5 GALLONS ~ ll. ~~ CC ra~
<br />3. WATER - FLOW RATE. W :~~ ~~ ~l!5
<br /> f-
<br /> 0.5 G.P.M. Z
<br /> PUBLIC FAOLITIES . . .
<br /> PRIVATE FACILITIES 2.2 G.P.M.
<br /> SHOWER HEADS 2.5 G.P.M.
<br /> ALL PLUMBING WATER LINES
<br /> TO BE PVPC
<br />
<br />Structural Design Criteria:
<br />
<br />FLORIDA BUILDING CODE, 2001 EDITION
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AO 318-02)
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (AeI 530-02)
<br />NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />
<br />ROOF
<br />TOP CHORD
<br />BOTTOM CHORD (W (0 STORAGE)
<br />RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED
<br />BALCONIES
<br />STAIRS
<br />
<br />ROOF
<br />FLOOR
<br />
<br />20 PSF
<br />10 PSF
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />
<br />17 PSF (SHINGLE)
<br />15 PSF
<br />
<br />WIND LOADS BASED ON FBC, SECTION 1606.2.
<br />WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0
<br />
<br />ALL CONCRETE UNLESS OTHERWISE INDICATED
<br />PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
<br />(DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
<br />
<br />2500 PSI
<br />3000 PSI
<br />
<br />4.
<br />
<br />
<br />
<br />WELDED WIRE FABRIC SHALL CONFORM TO
<br />ALL REINFORCING BARS
<br />ALL STIRRUPS AND TIES
<br />
<br />ASTM A185
<br />ASTM A615-40 40,000 PSI
<br />ASTM A615-40 40,000 PSI
<br />
<br />VTR LOCATIONS ARE APPROXIMATE
<br />AND MAY CHANGE DUE TO JOBSITE
<br />CONDITIONS
<br />
<br />THE FOLLOWING SHALL COMPLY
<br />WITH THE 2001 FBC.
<br />
<br />o PORCHES AND BALCONIES
<br />SECTION 1014
<br />o HANDRAILS - SECTION 1007.5
<br />o GUARDRAILS - SECTION 1015, 1019.9
<br />o STAIRS - SECTION 1007
<br />o CHIMNEY & FIREPLACE
<br />SECTION 2804-2806 (MFGR)
<br />SECTION 2113-2114 (MAS)
<br />!Xl EGRESS WINDOWS
<br />SECTION 1005.4
<br />
<br />ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI
<br />MORTAR TYPE "SO 1900 PSI
<br />CONCRETE GROUT 3000 PSI
<br />CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
<br />
<br />ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
<br />SHOP AND FIELD WELDS: E70XX ELECTRODES
<br />ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
<br />
<br />BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
<br />NO.2 SOUTHERN YELLOW PINE (19% M.C.)
<br />ROOF DECK: PLYWOOD C-(fC-D, EXTERIOR, or OSB
<br />FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH
<br />WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
<br />VERSA LAM BEAM Fb = 2900 PSI (2.0E)
<br />
<br />DESIGN LOADS:
<br />TOP CHORD LIVE AND DEAD LOAD:
<br />BOTTOM CHORD LIVE AND DEAD LOAD:
<br />TOTAL:
<br />
<br />27 PSF
<br />20 PSF
<br />47 PSF
<br />
<br />NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN
<br />4 FEET OF RIDGES, HIPS, EAVES AND BUILDING
<br />PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS,
<br />
<br />SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN
<br />FOR NEW WIND UPLIFT AS PER SPECIFlED CODES, DEDUCTING
<br />A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
<br />DEAD LOAD.
<br />
<br />DESIGN LOADS:
<br />DEAD LOAD:
<br />LIVE LOAD:
<br />TOTAL:
<br />
<br />15 PSF
<br />40 PSF
<br />55 PSF
<br />
<br />ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
<br />SEE SOILS REPORT AND SPECIFlCATIONS FOR COMPACTION REQUIREMENTS
<br />IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
<br />THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
<br />FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
<br />
<br />Building Data:
<br />
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<br />
<br />Index Of Drawings
<br />
<br />4. ALL OPENINGS SHALL COMPLY WITH
<br />2001 FBC WIND LOADS AS STATED
<br />BELOW. ATTACHMENTS OF WINDOWS,
<br />DOORS, SLIDING GLASS DOORS
<br />AND O.H. GARAGE DOORS ARE TO DELEGATED
<br />THE MANUFACTURER OF THESE ITEMS. THE
<br />MANUFACTURER OF THESE ITEMS
<br />SHALL SUBMIT ATTACHMENTS FOR
<br />SITE INSTALLATION.
<br />
<br />SEE ATTACHED SPECIFICATION SHEETS FOR
<br />MANUFACTURERS DESIGN CRITERIA AND
<br />INSTALLATION METHODS FOR WINDOWS,
<br />DOORS, SLIDING GLASS DOORS, OVERHEAD
<br />GARAGE DOORS, AND ROOFING.
<br />
<br />5. ALL DOORS INTERIOR & EXTERIOR ARE
<br />6'-8" UNLESS OTHERWISE NOTED
<br />ALL SHOWER ENCLOSURES TO BE
<br />TEMPERED GLASS
<br />6, ALL WINDOWS WITHIN 24" OF DOORS
<br />(INTERIOR & EXTERIOR) AND WITHIN
<br />18" OF FLR TO BE TEMPERED GLASS.
<br />(SECTION 2405.2)
<br />
<br />WIND SPEED 123 MPH
<br />WIND IMPORTANCE FACTOR -- (Iw) = 1.0
<br />WIND EXPOSURE -- "B" (FBC 1606.1.8)
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED)
<br />
<br />SHT NO:
<br />
<br />CONSTRUCTION TYPE -- TYPE VI UNPROTECTED
<br />(SECTION 608 - FBC 2001)
<br />
<br />WIND BORNE DEBRIS AREAS
<br />
<br />THE METHOD TO SATISFY PROTECTION OF OPENINGS
<br />IN THESE AREAS WILL BE THE SOLE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />
<br />DESIGN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br /># END ZONE IS ONLY WIn~IN 5'-0"
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />
<br />A
<br />A1
<br />A2
<br />A3
<br />A4.1
<br />A4.2
<br />A4.3
<br />AS.1
<br />AS.2
<br />AS.3
<br />A6
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<br />S-2
<br />S-2A
<br />S-3
<br />S-4
<br />
<br />S-6
<br />S-7
<br />
<br />THEIR OPTIONS ARE AS FOLLOWS:
<br />
<br />WINDOWS AND DOORS
<br />SEE FLOOR PLAN FOR ACTUAL PRESSURES
<br />
<br />A. IMPACT RESISTANT GLAZING
<br />B. APPROVED SHUTTERS
<br />C. SUPPLY WOOD STRUCTURAL PANELS
<br />PER FBC 1606.1.4
<br />
<br />
<br />Master Revisions:
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUlLDil':G
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
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<br />REVIEWED
<br />HAY 1 0 Z005
<br />~bWr
<br />
<br />CENTRAL FLORIDA DIVISION,
<br />TAMPA, FLORIDA 33609
<br />
<br />ENGINEERED PLANS
<br />ON FILE
<br />
<br />S-8
<br />S-9
<br />S-10
<br />S-l1
<br />S-12
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<br />o SHEET NO.
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<br />COVER SHEET
<br />FLOOR PLAN
<br />FOUNDATION PLAN
<br />ELECTRICAL PLAN
<br />ELEVATION I
<br />ELEVATION II
<br />ELEVATION III
<br />ROOF FRAMING ELEV I
<br />ROOF FRAMING ELEV II
<br />ROOF FRAMING ELEV III
<br />INTERIOR ELEVATIONS
<br />FOUNDATION DETAILS
<br />LINTEL DETAILS
<br />LINTEL PLANS
<br />ROOF FRAMING (I, II, III)
<br />BRACING DETAILS
<br />WALL SECTIONS
<br />STRUCTURAL NOTES &
<br />HANGER INFORMATION
<br />WINDOW & DOOR DETAILS
<br />WINDOW & DOOR DETAILS
<br />WINDOW & DOOR DETAILS
<br />WINDOW & DOOR DETAILS
<br />PRODUCT APPROVAL INFO
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<br />Notice To Builder
<br />
<br />600 N. WESTSHORE BLVD. SUITE 600
<br />(813) 769-5277
<br />
<br />IT IS THE INTENT OF THIS DESIGNER THAT
<br />THESE PLANS ARE ACCURATE AND ARE
<br />CLEAR ENOUGH FOR THE LICENSED PROFESS-
<br />ONAL TO CONSTRUCT THIS PROJECT.
<br />IN THE EVENT THAT SOMETHING IS UNCLEAR
<br />OR NEEDS CLARlFICATION..STOP..AND CALL
<br />THE DESIGNER LISTED IN THIS TITLE PAGE. IT
<br />IS THE RESPONSIBILITY OF THE LICENSED
<br />PROFESSIONAL THAT IS CONSTRUCTING THIS
<br />PROJECT TO FULLY REVIEW THESE DOCUMENTS
<br />BEFORE CONSTRUCTION BEGINS AND ANY AND
<br />ALL CORRECTIONS, IF NEEDED, TO BE MADE
<br />BEFORE ANY WORK IS DONE.
<br />
<br />ANDOVER 2005
<br />
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<br />LAST PLOT DATE
<br />15 Mar. 23. 05
<br />
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