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<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 /> <br />l!) <br />Z <br />~ 0 <br />W Z g~e <br />W ,,",~f:j <br />_ ~M"" <br />Z i~~ <br />... .a 0 U") <br />-l!] lJ) g a: 01 <br />z ,"' <br />c ,g M <br />Z Z.g~~ <br />.. <= <br />O .:;~ <br />W 5it: <br />- :; cf) N <br />l-~co~ <br />A ., o""':;l <br />~ ...J 3~01 <br />O .J ~ ~ ~ <br />~~.i: <br />O "'oC>. <br />Il: u~ <br />ou) <br />.J <br />lL. <br /> <br />lI) N <br />~ <br />~ ("') <br />- ("') <br />~ ...J <br />LL <br />Q. ui <br />W ...J <br />~ ...J <br />::c <br />W a:: <br />CJ >- <br />::c <br />Z Q.. <br />W W <br />N <br />Q <br />- l- <br />f./) W <br />W w <br />a:: <br />~ l- <br />N CI) <br />::c <br />W I- <br />Q. co <br />.... <br />0 ("') <br />.oJ .... <br />0') <br /> '<;t <br />\. <br /> <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 <br />S lr:c. <br /> <br /> <br />11E\'i::>IONS <br />&_- <br />fA <br />&:. <br />& <br /> <br />Drawn 8ye J. H, <br />Date: 03 I 06 I 06 <br /> <br />DRAW1NG NUMBER <br /> <br />1 <br />