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DATE NO P,4CsE 5 <br />3/12/14 SCALE <br />2x4 *2 SPUCE PURLINS AT 24" OC, NAILED TO THE TOP CHORD <br />OF THE ROOF TRUSSES WITH (2) 12d GALV. COMMONS. USE A <br />SIMPSON H3 HURRICANE TIE TO FASTEN EACH PURLIN TO THE <br />GABLE END ROOF TRUSS. SIMPSON H3 HURRICANE TIE <br />FLO 10456.13 <br />USE SIMPSON H2.5A HURRICANE TIES FLO 10456.12 <br />TO FASTEN THE ROOF TRUSSES TO THE TOP OF THE <br />FRAME WALLS AND HEADERS. �r <br />2x PT FASCIA AND <br />DRIP EAVE <br />CERTAINTEED VENTED SC <br />FLO 13389.1 <br />CLOPAY GARAGE DOC <br />FL" 5618.4 <br />PST SH 200 ALUM. WINDOI <br />FL* 1435.1 <br />THERMA-TRU FIBER CLASS <br />68 SWING DOOR FLO 5891, <br />HARDI PREVAIL LAPPED SIL <br />FLO 131132.5 <br />ONE OF THE 05 REBARS IN THE <br />WILL GO THRU THE 6x6 PT POD <br />FINISHED GRA <br />THE POST WILL BE 26" +/- INI <br />THE EXISTING GROUND. <br />PRE - ENGINEERED ROOF TRUSSES <br />45" OC MAXIMUM SPACING <br />TC LL 20.0 PSF <br />TC DL -LO PSF <br />BC DL 10.0 PSF <br />BC LL 0.0 PSF <br />TOTAL LOAD. 31.0 PSF <br />DUR.FAC, 1,25 <br />DEFLECTION MEETS L / 360 LIVE <br />AND L / 240 TOTAL LOAD <br />UNION CORRUGATING <br />MASTER RIB METAL ROOFING <br />FLO 9555.4 <br />SEE GABLE BRACE <br />DETAIL ON PAGE 4 <br />ALL TEMPORARY. PERMANENT BRACING INFORMATION AND <br />BOTTOM CHORD PURLIN SPACING FOR THE ENGINEERED ROOF <br />TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT <br />PRODUCES THE TRUSSES, <br />DE51GN 5ERVICE5 INC. <br />MOBILE/ OFFICE 352-206-5821 <br />OFFICE FAX 352-588-2342 <br />R. S. HANLE`Ir' P O i3OX 1325 5AN ANTONIO <br />FLA. 3351r. <br />EMAIL: hanley06�embardmatLcom <br />WOODEN HEADER and <br />FLOOR BEAM DETAIL <br />SPLICE <br />s <br />• <br />• <br />s;• <br />s <br />s <br />s <br />ALL WOOD HEADERS WILL BE NAILED WITH 12d COMMONS <br />AT 12" OC IN (3) ROWS. <br />ALL HEADERS WILL BE A DBL 2x12 02 SOUTHERN YELLOW PINE <br />NOTCHED INTO THE SIDE OF POSTS, LAG TO POST WITH <br />(2) 1/2" BOLTS NUTS AND WASHERS. <br />ALL CONNEC <br />2x12 HEADERS <br />; o <br />; <br />2x12 HEADERS <br />; o <br />; <br />2x12 HEADERS <br />WILL BE H01 <br />)FFITT <br />DBL 2x12 HE. <br />THE OUTSIDE <br />6x6 <br />4` PO <br />POST WITH 1, <br />R <br />2x4 FRAME L <br />JS <br />PLATE NAILS <br />12d GALV. C <br />C <br />PLATE. FASI <br />1/2" x 6" J-Rt <br />1 <br />SPLICES, 1/4 <br />24" OC MAY <br />ING <br />EACH WALL <br />COMMONS A <br />TYVEIK WHOI <br />EXTERIOR F, <br />SIDING IS AF <br />ACCORDING <br />SHEATHING <br />FOOTER <br />SHALL HAVE <br />TS, <br />GRADE. <br />- _ _ <br />_ <br />_ <br />DE <br />, <br />8 6 MIL. VISQUEEN VAPOR BARRIER <br />FINISHED GRADE <br />6x6 10/10 WIRE MESH REINFORCEMENT <br />12 <br />---------------------------------------------- <br />--------------------- <br />— ------------------------------------------ ---------------------------------------------- <br />' <br />O <br />" <br />` - 8---------------------------------------- — ----- <br />--------------------------------------------- --- ---------------------------------ACCORDING <br />12" 8" #5 REBAR IN FOOTER <br />MONOLITHIC FOOTER FOOTERS SHE <br />UNDISTURBEC <br />ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI, <br />ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN #5. <br />TREATMENT: C SOIL CHEMICAL <br />BARRIER METHOD) <br />1) <br />A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND <br />9) <br />CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE <br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. <br />REMOVED BEFORE EXTERIOR SOIL TREATMENT <br />THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL <br />10) <br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0" <br />2) <br />CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM <br />OF THE STRUCTURES 51DEWALL5. <br />THE BUILDING SIDEWALLS <br />11) <br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER <br />3) <br />IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL <br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. <br />NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS 51DEWALL5 <br />ANY 501L DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE <br />4) <br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING <br />RETREATED. <br />AND FINAL EARTH GRADE SHALL NOT BE LESS THA 6 INCHES ( EXCEPTION PAINT OR <br />12) <br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT <br />DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE <br />13) <br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY <br />FOUNDATION WALL.) <br />A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL <br />5) <br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL 15 COMPLETED. <br />BE ISSUED_ THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS <br />6) <br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED <br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. <br />OR FORMED. <br />THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE <br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. <br />"1) <br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLAT[ON OF TRAPS, ETC_ SHALL BE <br />14) <br />AFTER ALL WORK 15 COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM <br />MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND <br />BELOW AND WITHIN 1'-0" OF THE BUILDING_ THIS INCLUDES ALL GRADE STAKES,TUB <br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT , <br />TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. <br />S) <br />A MINIMUM ro MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST <br />15) <br />NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN <br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, <br />15'-O" OF ANY BUILDING OR PROPOSED BUILDING <br />RE -TREATMENT 15 REQUIRED, <br />:TIONS TO THE PRESSSURE TREATED WOOD <br />'-DIPPED ZINC COATED GALVANIZED STEEL. <br />4DERS WITH A 1/2" SPACER WILL BE NOTCHED INTO <br />OF THE 6x6 POSTS. FASTEN THE HEADER TO THE <br />'2" BOLTS, NUTS AND WASHERS. <br />JALLS UNDER THE HEADERS WITH A SINGLE TOP <br />:D TO THE BOTTOM OF THE 2x12 HEADERS WITH <br />DMMONS AT 12" OC, AND A SINGLE BOTTOM PT <br />EN THE BOTTOM PLATE TO THE SLAB WITH <br />XTS AT 32" OC MAX. AND ON EACH SIDE OF ALL <br />TAPCONS WITH A MIN OF 1 1/4"EMBEDDMENT AT <br />BE USED IN LIEU OF J-BOLTS. NAIL THE END OF <br />TO THE SIDE OF THE 6x6 PT POSTS WITH 12d GALV. <br />T 12" OC_ <br />.E HOUSE WRAP WILL BE INSTALLED OVER THE <br />4CE OF THE WALL STUDS BEFORE THE FINISHED <br />'PLIED. <br />TO THE FLORIDA BUILDING CODE WOOD SIDING, <br />`RND FRAMING ON THE EXTERIOR OF A BUILDING <br />A MIN. CLEARANCE OF 6" ABOVE THE FINISHED <br />TO THE FLORIDA BUILDING CODE ALL EXTERIOR <br />iLL BE PLACED AT LEAST 12 INCHES BELOW THE <br />GROUND SURFACE. <br />TYPICAL. CROSS SECTION <br />UTILITY BUILDING 1280 51= <br />J05 NAME and ,ADDRESS <br />AARON ZOOK <br />5050 froth STREET <br />ZEPHYRHILLS, FL4. <br />33542-2143 <br />DAVID W. SMITH, MS, PE, <br />FLORIDA LIC.# 53608 <br />352-521-0865 OFFICE <br />352-521-086-I FAX, <br />9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 <br />I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 <br />EDITION, <br />DAVID W. SMITH, MS. PE. LIC.# 53608 <br />