|
CHEMICAL TERMITE TREATMENT NOTES
<br />1. " A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT
<br />RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL."
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" FROM BUILDING SIDEWALLS.
<br />3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALLS.
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES.
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTICIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETE.
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
<br />PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
<br />8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT, RETREATMENT IS REQUIRED.
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS.
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.
<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE
<br />OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
<br />PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF
<br />AGRICULTURE AND CONSUMER SERVICES."
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FORM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL
<br />GRADE STAKES, TUB BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING.
<br />WIND DESIGN CRITERIA
<br />WIND SPEED -MPH)
<br />140
<br />WIND IMPORTANCE FACTOR
<br />+
<br />BUILDING CATEGORY
<br />II
<br />WIND EXPOSURE
<br />C
<br />INT. PRESSURE COEF.
<br />+/- 0.18
<br />ROOF HEIGHT
<br />15
<br />ROOF DLOPE
<br />25
<br />EXPOSURE ADJ. COEFF.
<br />1.21
<br />AREA (SF)
<br />POSITIVE (PSF)
<br />NEGATIVE (PSFI
<br />10
<br />42.7
<br />-57.1
<br />15
<br />41.7
<br />-55.2
<br />20
<br />40.8
<br />-53.2
<br />25
<br />40.4
<br />-52.4
<br />30
<br />39.9
<br />-51.5
<br />25
<br />39.5
<br />-50.7
<br />40
<br />39.1
<br />-50.0
<br />45
<br />38.7
<br />-49.1
<br />50
<br />38.2
<br />-48.2
<br />75
<br />37.3
<br />-46.3
<br />100
<br />36.3
<br />-44.4
<br />500
<br />31.8
<br />-35.5
<br />56
<br />38.0 -47.7
<br />112
<br />36.2 -44.1
<br />COMPONENTS AND CLADDING
<br />ROOF
<br />AREA (SF)
<br />POSITIVE (PSF)
<br />NEGATIVE (PSF,
<br />10
<br />24.6
<br />-100.6
<br />20
<br />22.4
<br />-94.0
<br />50
<br />19.5
<br />-85.3
<br />100
<br />17.3
<br />-78.8
<br />WALLS
<br />AREA (SF)
<br />POSITIVE (PSF)
<br />NEGATIVE (PSF)
<br />10
<br />42.7
<br />-57.1
<br />20
<br />40.8
<br />-53.2
<br />50
<br />38.2
<br />-48.2
<br />100
<br />36.3
<br />-44.4
<br />500
<br />31.8
<br />-35.5
<br />OVERHANGS (PSF)
<br />-133.83
<br />CONNECTOR SCHEDULE
<br />UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.Y.P.)
<br />UNI FAR NOTED OTHERWISE
<br />SIMPSON
<br />ID
<br />QTY.
<br />CONNECTOR
<br />UPLIFT
<br />FASTENERS
<br />T1
<br />1
<br />HTSM16,20
<br />1175
<br />(8) 1OD W/ (4) 1/4"x2 114" TITEN
<br />T2
<br />1
<br />T3
<br />1
<br />MSTAM24
<br />1500
<br />(9) 1OD W/ (5) 1/4"x2 114" TITEN
<br />T4
<br />1
<br />LTT20B
<br />1500
<br />10 10D
<br />T5
<br />1
<br />LTA2
<br />1425
<br />(10) 10Dxl 1/2"
<br />T6
<br />1
<br />HETA20
<br />1810
<br />(9) 10Dx1 1/2"
<br />T7
<br />1
<br />HTT4
<br />4455
<br />(1) 5/8" A.T.R.** (18)-5D#10xl 1/2"
<br />T8
<br />1
<br />MGT
<br />3965
<br />(22) 10d&5/8" A.T.R.**
<br />T9
<br />1
<br />HTT5
<br />5090
<br />(1) 5/8" A.T.R: `* (26) 16d x 2 1/2"
<br />T10
<br />1
<br />HTT5
<br />5090
<br />(1) 5/8" A.T.R.** W/ (26) 16d x 2
<br />/12"
<br />Tl l
<br />1
<br />HGT-2(2 PLY
<br />MEMBER)
<br />10980
<br />(2) 3/4" A.T.R.** W/ (16) 10d
<br />T12
<br />1
<br />HGT-3 (3PLY
<br />MEMBER)
<br />10530
<br />(2) 3/4" A.T.R.** W/ (16) 10d
<br />T13
<br />1
<br />H10
<br />995
<br />x
<br />T14
<br />1
<br />MTS12
<br />1000
<br />(14) 10d 1 1/2" OR 10d
<br />T15
<br />1
<br />LSTA18
<br />1235
<br />T16
<br />1
<br />HTS20
<br />1450
<br />(24) 10d 1 1/2" OR (20) 10d
<br />T17
<br />1
<br />LSTA30
<br />1640
<br />(22) 1OD
<br />T18
<br />(2)
<br />MST18
<br />2000
<br />(28) 10d 1 1/2" OR 1OD
<br />T19
<br />(2)
<br />HTS20
<br />2900
<br />(48) 10d 1 1/2" OR (48) 1OD
<br />T20
<br />1
<br />ST6224
<br />2540
<br />T21
<br />(3)
<br />HTS20
<br />4350
<br />(72) 1OD 1 1/2" OR (72) 1OD
<br />T22
<br />(4)
<br />HTS20
<br />5800
<br />(96) 10D 1 1/2" OR (96) 10D
<br />T23
<br />1
<br />LGT2
<br />2050
<br />30 16D SINKERS
<br />T24
<br />(1)
<br />LGT3-SDS2.5
<br />3685
<br />26) 16D SINKERS (12) SDS 1/2"x
<br />1/2"
<br />T25
<br />1
<br />LGT2
<br />2050
<br />30 16D SINKERS
<br />T26
<br />(1)
<br />LGT3-SDS2.5
<br />3685
<br />(26) 16D SINKERS & (12) SDS
<br />1 /4 x2 1/2"
<br />OOD TO MASONRY
<br />UPLIFT LESS THAN 1810# USE
<br />SIMPSON HETA20
<br />OOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 Wl (8) 8D
<br />OOD TO WOOD UPLIFT LESS THAN 14504 MUHL I HAN 4=9 KtUUIKt: H I Z52
<br />CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE
<br />'DENOTES ALL THREAD ROD TO BE EMBEDDED 12" MIN. AND SEGURE0-VV7__
<br />IMPSON SET EPDXY OR EQUAL,
<br />EPDXOIED ALL THREAD ROD UPLIFT CAPACITIES
<br />EMBEDMENT
<br />1/2" DIA.
<br />5/8" DIA.
<br />6"
<br />1920 #
<br />3768 #
<br />8"
<br />2560 #
<br />5024 #
<br />10"
<br />3200 #
<br />5900 #
<br />12"
<br />3700 #
<br />5900 #
<br />NOTE:
<br />THESE VALUES ARE BASED ON A307 STEEL ALL
<br />THREAD RODS AND SIMPSON SET HIGH STRENGTH
<br />EPDXY. THE USE OF HIGHER STEEL WILL YIELD
<br />GREATER UPLIFT CAPACITIES FOR DEEPER
<br />EMBEDMENTS,
<br />INSULATION
<br />WALLS:
<br />CMU WALLS: R-FOIL 4.1
<br />FRAME WALLS: R-11
<br />CEILING: R-30
<br />INTERIOR FRAME KNEE WALLS: R-19
<br />(WALL THAT BACK UP TO CEILING AREA ONLY)
<br />1. CODES AND REFERENCES
<br />1.1 2010 FLORIDA BUILDING CODE RESIDENTIAL CODE
<br />1.2 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318)
<br />1.3 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530/
<br />ASCE-5/TMS 402 AND SPECIFICATIONS FOR MASONRY STRUCTURES
<br />(ACI 530 VASCE 6(TMS 602) LATEST EDITIONS
<br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
<br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10)
<br />1.5 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION
<br />OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION
<br />1.6 DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD
<br />TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION
<br />1.7 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)
<br />LATEST EDITION
<br />1.8 AMERICAN PLYWOOD ASSOCIATION DESIGN / CONSTRUCTION GUIDE. (APA)
<br />LATEST EDITION
<br />2. DESIGN CRITERIA
<br />2.1 ROOF LOADING
<br />LIVE 20 PSF @ 1.25 DURATION FACTOR
<br />30 PSF @ 1.33 DURATION FACTOR
<br />DEAD 17 PSF FOR SHINGLE
<br />25 PSF FOR TILE
<br />2.2 FLOOR LOADING
<br />LIVE 40 PSF @ 1.00 DURATION FACTOR
<br />DEAD 15 PSF
<br />2.3 BALCONY LOADING
<br />LIVE 60 PSF
<br />DEAD 15 PSF
<br />2.4 FOR FLOORING MATERIALS HEAVIER THAN 5 PSF, CONTACT
<br />ENDINEER OF RECORD FOR RECOMMENDATIONS
<br />2.5 WIND LOADING
<br />SEE TABLE FOR CRITERIA
<br />DEAD MAXIMUM 10 PSF FOR SHINGLE
<br />15 PSF FOR TILE
<br />3. SOIL
<br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2,000 PSF U.N.O.
<br />4. CONCRETE
<br />4.1 OPERATION INSTALLATION AND PROCEDURE TO COMPLY WITH ACI STANDARDS
<br />4.2 CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS
<br />(U.N.O.) (3000 psi MIN IN HERNANDO)
<br />4.3 REINFORCEMENT REBARS ASTM A615 GRADE 40 (U.N.O.)
<br />4.4 WELD WIRE FABRIC (WWF ASTM A185)
<br />4.5 LAP SPLICES AND HOOKS SEE TABLE.
<br />5. MASONRY
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE
<br />ATTACHED DESIGN AND FOUND IT TO BE IN
<br />COMPLIANCE WITH SECTION R301 OF THE
<br />2004 FLORIDA BUILDING CODE, RESIDENTIAL.
<br />7 Zy►[09
<br />"THE ENGINEER HAS NOT REVIEWED THE
<br />PRE-ENGINEERED TRUSS MANUFACTURER'S
<br />LAYOUT TO DETERMINE ANY LOAD BEARING
<br />CONDITIONS AND RESERVES THE RIGHT TO
<br />MAKE ANY CHANGES AFTER TRUSS LOAD
<br />INFORMATION IS SUPPLIED TO THE ENGINEER. ,
<br />TRUSS NOTE
<br />5.1 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS
<br />OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602),"
<br />PUBLISHED BY THE MASONRY SOCIETY; BOULDER, COLORADO: THE AMERICAN
<br />CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: AND THE AMERICAN SOCIETY
<br />OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS
<br />OF THESE 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
<br />ENGINEER FOR THIS 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 />5.3 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, AND METAL ACCESSORIES SHALL
<br />BE 40 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, AND END BLOCKS ARE
<br />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 AND CONDUITS ARE NOT APPLICABLE,
<br />5.4.2 ACCESSORIES ARE NOT APPLICABLE.
<br />5.4.3 EXPANSION AND CONTROL JOINTS SHALL BE AS INDICATED
<br />IN PLAN SET.
<br />C
<br />ASHING NOTES:
<br />E GALVANIZED STEEL FLASHING
<br />G TO BE DONE AT: A: ALL ROOF
<br />CONNECTIONS
<br />ALL PLUMBING, ELECTRICAL, AND
<br />MECHANICAL ROUGH -INS MUST BE
<br />COMPLETE, INSPECTED, AND APPROVED
<br />BEFORE REQUESTING THE FRAMING
<br />INSPECTION.
<br />GEN. INSP. NOTES
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL
<br />BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS
<br />SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY
<br />REQUIRED SETBACKS.
<br />FOR STRUCTURES BUILT WITHIN AREAS OF THE DESIGNATED WIND BORNE DEBRIS REGION, AS
<br />DEFINED IN THE 2010 FBC, ALL OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SECTION R301.2.1.2 OF THE 2010 FBC-R. IF BUILDING IS TO OCCUR WITHOUT
<br />OPENING PROTECTIONS, CONTRACTOR TO REQUEST VERIFICATION FROM FOR IN WRITING THAT
<br />SUBJECT HOMESITE IS OUTSIDE OF THE DESIGNATED WIND BORNE DEBRIS REGION.
<br />6. WOOD FRAMING
<br />6.1 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR
<br />THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION.
<br />6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />6.3 FRAMING WALLS AND COLUMNS
<br />6.3.1 MINIMUM OF 3 PLY S.Y.P. #1 STUD COLUMNS TO BE INSTALLED AT BEAM OR
<br />GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE.
<br />6.3.2 S.Y.P. #1 GRADE OR BETTER FASTEN PLYS TOGETHER USING 16d
<br />COMMON NAILS 6" O.C. AS EACH MEMBER IS APPLIED (U.N.O.)
<br />6.3.3 4 PLY OR AND LARGER STUD COLUMNS SHALL BE FASTENED TOGETHER
<br />AS STATED ABOVE PLUS CS16 COIL STRAPPING WRAPPED AROUND
<br />COLUMN WITH A 4" END CAP AT 16" O.C. OR 1/2" < THRU BOLTS
<br />AT 24" O.C.
<br />6.3.4 ALL FRAMING LUMBER SHALL BE S.Y.P. #1 OR
<br />BETTER U.N.O.
<br />6.3.5 INTERIOR LOAD BEARING (IF APPLICABLE) WALLS SPACED AT 16" O.C.
<br />AND SHALL BE S.Y.P. #1 OR BETTER.
<br />6.3.7 INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE
<br />OR BETTER.
<br />6.3.8 INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 AT
<br />MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END
<br />WALLS AT 4'-0 O.C. AS SHOWN IN DRAWINGS
<br />6.3.9 ALL LOAD BEARING WALL SHALL HAVE S.Y.P. #1 DOUBLE TOP PLATES
<br />AND SHALL BE FASTENED PER 5/S4. BOTTOM PLATES SHALL BE S.Y.P. #1.
<br />6.4 ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
<br />PRESSURE TREATED OR NATURAL DURABLE WOOD.
<br />6.5 PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA
<br />SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BARE
<br />THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2.
<br />6.6 A.P.A. RATED SHEATHING EXTERIOR GRADE. ALL ROOF
<br />SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.).
<br />(SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING
<br />ATTACHMENT, SEE TYPICAL NAILING SCHEDULE
<br />6.6.1 ROOF: SHINGLE, 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN
<br />TILE, 1/2" MIN. THICK SUPPORTED OVER 24" MAX. SPAN
<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 AND
<br />GROOVE SUPPORTED OVER 24" MAX. SPAN
<br />CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS
<br />RECOMMENDATIONS
<br />6.7 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN
<br />INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS
<br />EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED
<br />BY SIMPSON STRONG TIE CO., USP, KC METAL, OR
<br />EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION
<br />HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE
<br />FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
<br />6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE
<br />INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED
<br />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
<br />EDITION FOR WOOD CONSTRUCTION.
<br />NOTE:
<br />MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR
<br />MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE
<br />40 #5 BAR INSTALL IN SLAB W/5" MINIMUM EMBEDMENT, USE EPDXY GROUT.
<br />MISSING TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDDMENT
<br />ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM
<br />USING ONE SIMPSON MTSM16 W/ (4) 1/4"x2 1/4" TITEN SCREWS AND 7-10 D NAILS IN TRUSS,
<br />MAS CAP IS 840 #.
<br />MISSING ANCHOR BOLTS AT BEARING WALL:
<br />EXTERIOR BEARING WALL:
<br />IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS:
<br />1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED
<br />A MAXIMUM OF 24" O.C.
<br />INTERIOR BEARING WALL:
<br />IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS:
<br />1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED
<br />A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT
<br />AT 48" O.C. IF RESISTING GRAVITY LOADS
<br />ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS
<br />MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO
<br />MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO
<br />AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS
<br />MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS
<br />ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE
<br />APPROVED BY THE ENGINEER OF RECORD.
<br />UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER
<br />INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT
<br />REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS
<br />SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
<br />FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR
<br />ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE
<br />SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A
<br />FLORIDA REGISTERED PROFESSIONAL ENGINEER.
<br />ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS
<br />MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE
<br />SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY
<br />OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL
<br />CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO
<br />ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD.
<br />EXTERIOR CEMENTITIOUS FINISH
<br />CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM 7/8" IN THICKNESS
<br />CEMENTITIOUS FINISH OVER CMU TO BE A MINIMUM 5/8" IN THICKNESS
<br />TO MEET ASTM C926
<br />ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE
<br />TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER
<br />FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE
<br />COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY
<br />THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR
<br />PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR
<br />THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO
<br />MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT
<br />REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT
<br />THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH
<br />INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT
<br />COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION
<br />REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A
<br />TIMELY MANNER WHEN AVAILABLE.
<br />TRUSS ENGINEER NOTE
<br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED
<br />AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST
<br />LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN
<br />ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE.
<br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS
<br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY
<br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST
<br />COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD
<br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF
<br />RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH
<br />INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS
<br />PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING
<br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER
<br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
<br />PRE -CAST NOTE
<br />ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC.
<br />ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION
<br />SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER
<br />IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED.
<br />ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED
<br />HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE
<br />FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND
<br />THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH
<br />THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES
<br />REQUIRED BY THE SEALED PLANS.
<br />ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR
<br />APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT.
<br />MANUFACTURERS NOTE
<br />�co
<br />0
<br />'G
<br />qb
<br />+` No 70658 * L
<br />..
<br />TAMPA CIVIL DESIGN
<br />5289 EHRLICH ROAD
<br />TAMPA, FL 33624
<br />(813) 960-5685 PHONE
<br />(813) 482-9128 FAX
<br />JEREMY COUCH, P.E.
<br />PROFESSIONAL ENGINEER,# 70658
<br />1 HEREBY CERTIFY THAT I HAVE
<br />REVIEWED THE ATTACHED
<br />DESIGN, AND FIND IT TO BE IN
<br />COMPLIANCE WITH SECTION R301
<br />OF THE 2010 FLORIDA BUILDING
<br />CODE, RESIDENTIAL
<br />THE ENGINEER HAS NOT
<br />REVIEWED THE PRE-ENGINEERED
<br />TRUSS MANUF. LAYOUT TO
<br />DETERMINE ANY LOAD BEARING
<br />CONDITIONS AND RESERVES THE
<br />RIGHT TO MAKE ANY CHANGES
<br />AFTER TRUSS LOAD
<br />INFORMATION IS SUPPLIED TO
<br />THE ENGINEER.
<br />SEALED FOR STRUCTURE ONL Y
<br />w
<br />U)
<br />U
<br />z
<br />Q
<br />U
<br />J
<br />m J
<br />u_ J O
<br />Q Q 0 >
<br />W p z d
<br />z p J w
<br />mUILEOj
<br />❑ ❑ ❑ ❑ ❑
<br />U
<br />Z o
<br />J Ld
<br />>
<br />0
<br />w
<br />w
<br />0 Of
<br />0
<br />J
<br />J
<br />z Q
<br />p Q 0 z
<br />m CD
<br />CD
<br />W UO cV Z
<br />F- m
<br />_ w
<br />_ 0
<br />Q � � o
<br />z Z
<br />Q og
<br />U Z
<br />z U
<br />ISSUE DATE
<br />APRIL 2006
<br />REVISION DATE
<br />06116109
<br />0412012012
<br />SHEET
<br />Sl
<br />STRUCTUI?AL DETAILS
<br />STORY I4OMPH
<br />
|