<br />CODES AND STANDARDS
<br />STRUCTURAL DESIGN BASED ON THE 2004 FLORIDA BUILDING CODE (FBC) J
<br />MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7
<br />BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 313
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530
<br />A1SC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
<br />NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT10N
<br />AF&PA WOOD FRAME CONSTRUCTION MANUAL
<br />
<br />GENERAL
<br />
<br />DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY.
<br />
<br />All DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE
<br />BUilDING DOCUMENTS PERMIT. ANY MAJOR DISCREPENCIES MUST BE BROUGHT TO THE A TIENTION OF THE DESIGNER IMMEDIATELY.
<br />
<br />All WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICAT10NS ALONG WITH THE BEST TRADE
<br />PRACTICES AND STANDARDS.
<br />
<br />ALL WORK AND MATERIALS SHAll BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS.
<br />
<br />DRAWINGS ARE TO BE iSSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAilS
<br />AFFECTING THEIR WORK.
<br />
<br />DESIGN
<br />
<br />DEAD LOADS PER FBC
<br />
<br />LIVE LOADS
<br />
<br />FLOOR
<br />
<br />BUILDING SHAll COMPLY WITH
<br />ALL APPLICABLE BUILDING,
<br />ELECTRICAL, PLUMBING AND
<br />MECHANICAL CODES,
<br />
<br />40 PSF
<br />
<br />A TIIC 20 PSF
<br />
<br />ROOF 20 PSF
<br />
<br />BALCONY 60 PSF
<br />
<br />WIND lOADS BASED ON A VELOCITY OF 120 MPH PER FBC FIG. 1606
<br />
<br />IMPORTANCE FACTOR 1=1.0
<br />
<br />EXPOSURE - B
<br />
<br />INTERNAL PRESSURE COEF. GC?i=+f- 0.55 (PARTIALLY ENCLOSED BLD.)
<br />
<br />COMPONENTS & ClADDING WIND PRESSURE - SEE ASCE WIND DESIGN THESE DRAWINGS FOR WORST CASE WIND PRESSURES. WIND
<br />PRESSURES FOR PROPRIETARY PRODUCTS SHOWN, CONTACT ENGINEER FOR ANY OTHER SPECIFIC WIND PRESSURES NEEDED.
<br />
<br />REVIEW DATE:~AIo
<br />CITY OF ZEPHY L~ t{ ~').,)
<br />BUILDING OFFICIAL t. .
<br />
<br />INSPECTIONS I TERMITE PROTECTION
<br />
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S
<br />USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED
<br />SETBACKS.
<br />
<br />ALL PLUMBING, ELECTRICAL, ND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED.AND APPROVED BEFORE REQUESTING
<br />HE F N SP 10 .
<br />
<br />A P'ERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT /
<br />CONTRACT RENEWAL SHALL BE PROViDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. "
<br />
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WA S.
<br />
<br />IRRIGATION f SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING
<br />SIDE WALLS.
<br />
<br />TO PROVIDE FOR INSPECT10N FOR TERMITE INFESTATION, BElWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BY. LESS
<br />THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE
<br />FOUNDATION WALL.
<br />
<br />INITIAL TREATMENT SGHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. .f
<br />
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. I
<br />
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALlATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR
<br />PlASTIC FORMS, PERMANENT FORMS MUST BE OF A SiZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />
<br />
<br />
<br />DJ?,'f~Ii'(W AI 11M
<br />It, h VJ t:; \'llJ.::-) ( 12...1') _
<br />
<br />
<br />
<br />MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DilUTION. IF RAINFAll OCCURS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
<br />
<br />CONCP'=TE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
<br />
<br />SOIL TREi\TMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF STRUCTURE SIDEWALLS.
<br />
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDiNG LANDSCAPING AND
<br />IRRIGATiON. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.
<br />
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.
<br />
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A
<br />CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIF1CATE OF COMPlIlANCE SHALL STATE: "THE BUILDING HAS RECEIVED A
<br />COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES
<br />AND LAws OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />
<br />AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FiLL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS
<br />INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />
<br />NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0' OF ANY BUILDING OR PROPOSED
<br />BUILDING.
<br />
<br />SOIL
<br />
<br />ASSUMED MINIMUM SOIL PRESSURE OF 2000 PSF
<br />
<br />ALL CLEAN FILL TO BE MECHANICALLY COMPACTED BEFORE AND AFTER ALL GRADE SlAB EXCAVATIONS ARE MADE TO OBTAIN
<br />MINIMUM SOIL PRESSURE
<br />
<br />ALL CLu\N FILL MECHANICALLY COMPACTED BY A WALK-BEHIND VIBRATING COMPACTOR OR "JUMPING JACK" SHALL BE DONE IN 12"
<br />LIFTS MAXIMUM
<br />
<br />~
<br />
<br />WOOD
<br />
<br />ALL FRA'v1ING TO COMPL YWITH THE SBC CHAPTER 23, SSTD 10-97, AITC, AF&PA, UNLESS THESE PLANS NOTE OTHERWISE
<br />
<br />ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE-APPROVED BY THE ENGINEER
<br />
<br />WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AITC-109 UNLESS WATER BARRIER is
<br />PROVIDED AS SHOWN IN THESE PLANS
<br />
<br />COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE, SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO
<br />ALLOW AIR CIRCUlATION.
<br />
<br />CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES
<br />AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4) MISCEllANEOUS BLOCKING, FURRING, AND NAILERS
<br />AS FOLLOWS -LUMBER: S4S NO.2 OR STANDARD GRADE - BOARDS: STANDARD OR NO.3.
<br />
<br />EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES
<br />AS IND!CATED ON DRAWINGS, S4S, 3) MOISTURE CONTENT: S-DRY OR MC19.
<br />
<br />CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED PLYWOOD: PS 1, A-D,
<br />INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED.
<br />
<br />FASTE!\jERS: HOT-DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE
<br />U.N.O,
<br />
<br />WOOl) CONNECTORS
<br />
<br />UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED.
<br />
<br />ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER
<br />OF RECORD, WITH A REDUCTION TAKEN.
<br />
<br />UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND
<br />LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN BENDING is ALLOWED OR REQUIRED IN THE
<br />CA T ^L.,)G, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND, ONE TIME ONLY.
<br />
<br />ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED WITH
<br />MINIMUM G1 BO PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE CONNECTOR SHALL HAVE AN EQUAL OR GREATER
<br />PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED AND STAINLESS STEEL MATERIALS.
<br />
<br />A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPUTS TO DETERMINE IF THE CONNECTION WILL
<br />PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT,
<br />CONSIDER PRE-BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1).
<br />
<br />BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE APPLIED LOAD.
<br />
<br />UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES AS SPECIFIED IN
<br />THE M^NUFACTURER'S CATALOG,
<br />
<br />ALL SF~CIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S CATALOG.
<br />
<br />SOL T HOLES SHALL BE A MINIMUM OF lf32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (NOS 8.1.2.1)
<br />
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<br />COPYRIGHT 0 lOO6
<br />These drawings alia for 1.'1e
<br />exclusi\ie use r1 Florid.
<br />Engil1eemg SoIubls, Ire.
<br />and therefore, are ~ Ie be
<br />dupr.calea or reproduc.ed P
<br />any rmf'nr.1' I'dhoutlf!e
<br />elCpressedwrtte CQOS(.n1~
<br />Ac,~ Eng' eemg
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<br />11E\'i::>IONS
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<br />
<br />Drawn 8ye J. H,
<br />Date: 03 I 06 I 06
<br />
<br />DRAW1NG NUMBER
<br />
<br />1
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