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I i L 1 11 1�
<br />GENERAL NOTES:
<br />1. BEFORE STARTING THE WORK ON THE PROJECT, THE CONTRACTOR WILL HAVE TO VERIFY THE EXISTING
<br />CONDITIONS & DIMENSIONS.
<br />2. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
<br />3. THE CONTRACTOR NEEDS TO COMPLY NTH ALL CONSTRUCTION CODES AND REGULATIONS ESTABLISHED
<br />BY FLORIDA STATE.
<br />4. THE CONTRACTOR NEEDS TO APPLY A GROUND TERMITE TREATMENT ACCORDING TO FLORIDA BUILDING
<br />CODE.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS, ANY DAMAGES TO
<br />BUILDING SURFACESt EQUIPMENT, ETC. CAUSED DURING THE CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL KEEP ALL AREAS WHERE WORK IS BEING PERFORMED FREE FROM DEBRIS AT
<br />ALL TIMES. AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY.
<br />7. ALL LUMBER (INTERIOR) SHALL BE COVERED WITH GYPSUM BOARD, r THICKNESS.
<br />8. THE CONTRACTOR NEEDS TO COORDINATE WITH THE ELECTRICIAN FOR THE ELECTRICAL WORKS.
<br />9. THE CONTRACTOR NEEDS TO COORDINATE WITH THE PLUMBER FOR THE PLUMBING WORKS.
<br />10.THE CONTRACTOR NEEDS TO COORDINATE WITH HIS CONSULTANTS FOR THE A/C SYSTEM, ENERGY
<br />CALCULATION, ETC.
<br />11. THE CONTRACTOR NEEDS TO COORDINATE WITH THE OWNER THE FINISHED FLOOR PRODUCT OF HOUSE.
<br />12. THE CONTRACTOR NEEDS TO COORDINATE WITH THE OWNER FOR THE CABINET DIMENSIONS, LAYOUT, OR
<br />OTHER INFORMATION. THE CONTRACTOR HAS TO RELOCATE THE HOT & COLD WATER PIPE, THE
<br />DISCHARGE PIPES AND THE ELECTRICAL RECEPTACLES ACCORDING TO THE OWNERS LAYOUT. THE
<br />CONTRACTOR WILL HAVE TO VERIFY THE EQUIPMENTS (REFRIGERATOR, SINK, DRYER/WASHER) THAT THE
<br />OWNER WILL PROVIDE TO DETERMINE THE EXACT LOCATION OF WATER SUPPLY, DISCHARGE PIPE OR
<br />ENERGY SUPPLY.
<br />13. THE CONTRACTOR NEEDS TO INSTALL IN THE WALL A FIBERGLASS INSULATION R-19
<br />14. THE ROOF CEILING WILL BE 1/2"GYPSUM BOARD AND INSULATED WITH FIBERGLASS INSULATION R-30
<br />(FLAT ROOF).
<br />15. ANY LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR SHALL NEED A SILL
<br />GASKET TO AVOID MOISTURE INTRUSION.
<br />STRENGTH OF MATERIALS
<br />1.
<br />CONCRETE FOOTINGS, SLAB & BEAM
<br />f c
<br />3,000 psi
<br />2.
<br />REINFORCING STEEL
<br />fy
<br />60,000 psi
<br />3.
<br />REINFORCED MASONRY
<br />fm
<br />1,500 psi
<br />4.
<br />MASONRY GROUT
<br />fc
<br />3,000 psi
<br />5.
<br />SOIL BEARING (ASSUMED, TO BE VERIFIED)
<br />2,000
<br />psf
<br />6.
<br />BOLTS FOR STEEL & WOOD CONNEC11ONS
<br />A307
<br />7.
<br />FRAMING LUMBER
<br />#2 SYP
<br />8. SHEATHING DIAPHRAGM (ROOF)
<br />8.1. UNBLOCKED DIAPHRAGM
<br />9. SHEATHING DIAPHRAGM (WALLS)
<br />9.1. UNBLOCKED DIAPHRAGM
<br />10. DECK DIAPHRAGM (FLOORS)
<br />10.1. UNBLOCKED DIAPHRAGM
<br />B APA RATED SHEATHING
<br />ALLOWABLE SHEAR=285 POUNDS PER FOOT 10d
<br />DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES,
<br />CUTS & TERMINATIONS & 0 12" O.C. AT INTERIOR
<br />SUPPORTS.
<br />!j APA RATED SHEATHING
<br />ALLOWABLE SHEAR=310 POUNDS PER FOOT 10d
<br />DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES,
<br />CUTS & TERMINATIONS & 0 12" O.C. AT INTERIOR
<br />SUPPORTS.
<br />!a APA RATED SHEATHING
<br />ALLOWABLE SHEAR=825 POUNDS PER FOOT
<br />CONSTRUCT10N ADHESIVE & (2) ROWS OF 10d
<br />DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES,
<br />CUTS & TERMINA11ONS & 0 12" O.C. AT INTERIOR
<br />SUPPORTS.
<br />COMPONENTS & CLADDING WIND PRESSURE CHART
<br />TERMITE NOTES.-
<br />1. A PERMANENT SIGN WHICH IDEN11FIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />RE-INSPEC11ON & TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE
<br />POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
<br />2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE V-0" AWAY FROM BUILDING SIDE WALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED
<br />WITHIN V-0" OF THE BUILDING SIDE WALLS.
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION THE DISTANCE BETWEEN WALL COVERING &
<br />FINAL EARTH GRADE SHALL NOT BE LESS THAN 6". EXCEPTION: PAINT OR DECORA11VE CONTEN11OUS
<br />FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVA11ON AND BACKFILL IS COMPLETE. IN
<br />ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED111ON 2020 SECTION 1816.1.1
<br />6. SOIL DISTRIBUTED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED INCLUDING SPACES BOXED
<br />& FORMED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 1816.1.2
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS, ETC., SHALL BE
<br />MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE THE SIZE AND
<br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE IN111AL TREATMENT. IN
<br />ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 2304.11
<br />8. MINIMUM 6 MIL RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF
<br />RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. IN
<br />ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDIT10N 2020 SECTION 2304.11.
<br />9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDA11ON PERIMETER MUST BE REMOVED
<br />BEFORE EXTERIOR SOIL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED11ION
<br />2020 SEC11ON 2304.11.
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF
<br />THE STRUCTURE SIDEWALLS. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED111ON 2020
<br />SECTION 2304.11.
<br />11. AN EXTERIOR VER11CAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUC11ON IS COMPLETE
<br />INCLUDING LANDSCAPING & IRRIGATION ANY SOIL DISTRIBUTED AFTER THE VERTICAL BARRIER IS
<br />APPLIED, SHALL BE RETREATED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020
<br />SECT1 ON 2304.11.
<br />12. ALL BUILDING ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. IN ACCORDANCE WITH
<br />FLORIDA BUILDING CODE 7th ED11ION 2020 SEC11ON 2304.11.
<br />13. A CER11FICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />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 &
<br />LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES." IN ACCORDANCE
<br />WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 2304.11.
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND
<br />WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS,
<br />SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF
<br />ANY BUILDING OR PROPOSED BUILDING.
<br />COMPONENTS & CLADDING ULTIMATE PRESSURE SCHEDULE
<br />WALLS, DOORS & WINDOWS ENCLOSE BUILDING
<br />GCp, = +/- 0.18
<br />INDICATES OUTWARD; (+) INDICATES INWARD
<br />COMPONENTS & CLADDING ULTIMATE PRESSURE SCHEDULE
<br />ROOFS & WINDOWS ENCLOSE BUILDING
<br />GCpj = +/- 0.18
<br />INDICATES OUTWARD; (+) INDICATES INWARD
<br />EFFEC11VE AREA
<br />COMPONENT
<br />4' OF EAVE OR
<br />TRANSITION
<br />WITHIN 4!
<br />CORNER
<br />TRANSITION
<br />NOT WITHIN 4'
<br />CORNER
<br />EFFECTIVE AREA OF
<br />COMPONENT
<br />WITHIN 4'
<br />CORNER
<br />NOT WITHIN 4' OF
<br />CORNER BUT WITHIN
<br />NOT WITHIN 4' OF
<br />CORNER, EAVE OR
<br />0 SF<AREA<20 SF
<br />+36.2 -48.5
<br />+36.2 -39.3
<br />0 SF<AREA<20 SF
<br />+20.9 -57.7
<br />+20.9 -57.7
<br />+20.9 -33.2
<br />2U_7ZQMW<7U_7_
<br />+34.7 --45.7
<br />+34.7 -37Y.-
<br />20 SF<AREAZU_9F_
<br />+19.0
<br />+19.0
<br />+19.0 -32.2
<br />30 SF<AREA<-40 SF
<br />+33.8 -43.3
<br />+33.8 -36.8
<br />30 SF<AREA<40 SF
<br />+17' .8 -50.3
<br />+17.8 -50.3
<br />-31.6
<br />40 SF<AREA<50 SF
<br />+32.8 -42.1
<br />+32.8 -35.9
<br />40 SF<AREA<50 SF
<br />+17.2 -48.5
<br />+17.2 -48.5
<br />_+17.8
<br />+17.2
<br />-31.3
<br />50 SF<AREA<75 SF
<br />+32.5 -40.8
<br />+32.5 -35.6
<br />50 SF<AREA<75 SF
<br />+16.6 -47.0
<br />+16.6 -47.0
<br />+16.6
<br />-31.0
<br />75 SF<ARF-A<100 SF
<br />+31.6 -N.7U-
<br />+31.6 -34.7
<br />75 SF<AREA<100 SF
<br />+15.4 -
<br />+15.4 -
<br />+15.4 -30.4
<br />.
<br />100 SF<AREA<125 SF
<br />+30.7 -37.8
<br />+30.7 -33.8
<br />100 SF<AREA<125 SF
<br />+14.7 -42.4
<br />+14.7 -42.4
<br />+14.7 -30.1
<br />125 SF<AREA<150 SF
<br />+30.4 -36.5
<br />+30.4 -33.5
<br />125 SF<AREA<150 SF
<br />+14.7 -42.4
<br />+14.7 -42.4
<br />+14.7 -30.1
<br />AREA>150 SF
<br />+29.8 -35.6
<br />+29.8 -32.8
<br />AREA>150 SF
<br />+14.7 -42.4
<br />+14.7 -42.4
<br />+14.7 -30.1
<br />NOTE: ALL BUILDING ELEMENTS EXPOSED TO WIND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS TO RESIST THE WIND
<br />PRESSURES INDICATED & TO MEET OTHER CODE REQUIREMENTS FOR AIR & WATER INTRUSION. WIND LOADS ABOVE ARE ULTIMATE LOADS.
<br />USE UL11MATE WIND PRESSURE W/ ASCE-7/16 LOAD COMBINATIONS. MULTIPLY LOADS BY 0.6 TO OBTAIN NOMINAL LOADS.
<br />PRODUCT APPROVAL LIST HARDWARE
<br />11EM
<br />PRODUCT
<br />mnnFl
<br />SUB
<br />CATEGM
<br />MANUFACTURER
<br />FLORIDA
<br />APPROVAL
<br />EXPIRATION
<br />DATE
<br />-
<br />1
<br />HUCQ412
<br />FACE -MOUNT HANGER
<br />SIMPSON STRONG TIE
<br />I
<br />FLF10531.1-R5
<br />12-23-23
<br />2
<br />MSTA12/MSTA24
<br />STRAIGHT STRAP
<br />SIMPSON STRONG TIE
<br />FLfI3872.9-R4
<br />12-31-21
<br />3
<br />ABU44Z/ABU66Z
<br />ADJUSTABLE POST BASE
<br />I SIMPSON STRONG TIE
<br />FL#10860.2-R5
<br />12-17-23
<br />STRUCTURAL NOTES:
<br />1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE
<br />EXIS11NG COND111ON & DIMENSIONS.
<br />2. ALL VERTICAL, HORIZONTACOR DIAGONAL MEMBERS SHALL BE CONNECTED
<br />USING STRAP CONNECTORS.
<br />3. ALL CONCRETE WORK SHOULD COMPLY NTH ACI 301, ACI 318, ACI 315
<br />LATEST EDITION
<br />4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615
<br />5. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C
<br />0.55 FOR 28 DAYS FOR REINFORCE CONCRETE WALLS
<br />6. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF
<br />ASTM C90. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE
<br />REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE.
<br />7. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C.
<br />8. ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE
<br />RESISTANT TO CORROSION.
<br />9. THE CONTRACTOR SHALL USE A HOT -DIPPED ZINC -COATED GALVANIZED
<br />STEEL BOLTS FOR PRESSURE TREATED WOOD.
<br />10. GLUE J" THICK RIGID FOAM PANELS DIRECTLY TO THE INSIDE FACE OF
<br />THE CMU. USE FLASHING TAPE TO SEAL ALL JOINTS. THEN FASTEN
<br />1"xl" WOOD FURRING STRIPS TO THE CMU AT 16" CENTERS &
<br />FASTEN SHEET ROCK
<br />11. THE CONTRACTOR NEEDS TO INSTALL A "365 BENT GRIPSTAY CHANNEL SLOT
<br />ANCHOR TIES" (OR EQUAL), GA 16 WITH A "362 GRIPSTAY CHANNEL SLOr
<br />(OR EQUAL) ON BOTH SIDES OF THE OPENINGS. THE WALL TIES WILL BE
<br />INSTALL ON EACH LINE OF THE CMU BLOCKS.
<br />12. THE BATHROOM SIDE WALL NEEDS BE COVERED WITH HARDIEBACKER 500
<br />CEMENT BOARD WITH INSULATION. ALWAYS LAY THE HARDIEBACKER BOARD
<br />IN A STAGGERED PATTERN. FILL ALL JOINTS WITH THIN SET CEMENT, THEN IN
<br />BED 2" WIDE HIGH STRENGTH ALKALI RESISTANT GLASS FIBER TAPE.
<br />13. 8"x8" LINTEL BY CAST-CRETE CORP, ADD A #5 REBAR (HORIZONTAL) &
<br />#4012- (VERTICAL), FILL WITH CONCRETE & VIBRATE. FILL & VIBRATE ALL
<br />CELLS ABOVE LINTEL 'NTH CONCRETE. (EQUAL OR SIMILAR)
<br />14. THE CONTRACTOR SHALL PLACE CONCRETE ON THE BATHROOM &
<br />DINING ROOM FLOOR UNTIL THEY REACH THE SAME LEVEL OF THE
<br />HOUSE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER
<br />THE FINISHED FLOOR PRODUCT/HARDWARE BEFORE PLACING THE
<br />CONCRETE TOPPING IN THE LIVING ROOM AREA. THE CONTRACTOR
<br />NEEDS TO USE "SIKALATEX R" AS A BOUNDING AGENT BEFORE
<br />PLACING CONCRETE TOPPING.
<br />15. THE CONTRACTOR SHALL DRILL A J"O HOLE (5") AND FILL WITH
<br />EPDXY TYPE HILTY.
<br />DESIGN CRITERIA
<br />CODE
<br />APPLIED = FLORIDA BUILDING CODE 7th EDITION (2020)
<br />1.
<br />LI VE LOAD
<br />ROOF
<br />20 PSF
<br />FLOOR
<br />40 PSF
<br />2.
<br />DEAD LOAD
<br />ROOF
<br />15 PSF
<br />3.
<br />WIND LOADS
<br />140 MPH (ULTIMATE)
<br />RISK CATEGORY
<br />11
<br />EXPOSURECATEGORY
<br />wB"
<br />INTERNAL PRESSURE
<br />COEFFICIENTS; GC
<br />*±0.18, ENCLOSED
<br />STRUCTURE
<br />*0.55, PARTIALLY
<br />ENCLOSED STRUCTURE
<br />*0.0 OPEN STRUCTURE
<br />BASIC WIND PRESSURE
<br />q=50.1 PSF
<br />4.
<br />SOIL BEARING
<br />(ASSUMED TO BE VERIFIED)
<br />Sb=2000 PSF
<br />5.
<br />CLASSIFICATION OF WORK
<br />ALTERA11ON LEVEL 2
<br />6.
<br />TYPE OF CONSTRUCTION:
<br />TYPE V-B
<br />APPLICABLE CODES
<br />FLORIDA BUILDING CODE 7TH EDITION (2020)
<br />2020
<br />FLORIDA BUILDING CODE, PLUMBING
<br />2020
<br />FLORIDA BUILDING CODE, MECHANICAL
<br />2020
<br />FLORIDA BUILDING CODE FOR
<br />BUILDING CONSTRUCTION
<br />2020
<br />FLORIDA BUILDING CODE EXISTING
<br />BUILDING
<br />2020
<br />FLORIDA ENERGY EFFICIENCY
<br />CODE FOR BUILDING
<br />CONSTRUC11ON
<br />2017
<br />NATIONAL ELECTRICAL CODE
<br />0
<br />oil MR$
<br />Eli i
<br />1Y ii L, # =� 0, �: L A
<br />2810 NORTH 10TH STREET
<br />I TAMPA, FL 33605 1
<br />Office: (813) 616-3301
<br />Mobile (970) 703-3284
<br />Leo@Ber�ProjectEngineering.com
<br />IFE'VKNONS
<br />No. DESCRIPTION DATE
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<br />BUILD IN ACCORDANCE NTH:
<br />FLORIDA BUILDING CODE,
<br />7TH EDITION, 2020
<br />(CURRENT EDITION)
<br />DESCRIPTION
<br />NOTES
<br />L EP/V
<br />kC E N
<br />%
<br />No. 65994
<br />STATE OF
<br />10
<br />0
<br />pe $ 44
<br />OXN (4
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<br />to
<br />0 R
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<br />8888111112111,01
<br />Richard Leon Cannyn, PMP, P.E.
<br />P.E. # 65994
<br />SCALE 0.
<br />AS -SHOWN N-1
<br />PROJECT No. DRAFTER: BRM DESIGNER: LG
<br />15558 REVIEWER: LV
<br />To BE CHECKED BY- LC
<br />DATE SHUT No.
<br />8/18/2021 1 4 OF 4
<br />
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