Loading...
HomeMy WebLinkAbout5050 16th StENGINEER'S NOTES ALL WORK IS TO BE IN COMPLIANCE WITH ASCE -1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, 1) THE BASIC DESIGN WIND SPEED = 13S MPH ULTIMATE WIND DESIGN / 108 NOMINAL WIND DESIGN 2) RISK CATEGORY = IL 3) EXPOSURE CATEGORY = B 4) ENCLOSURE CATEGORY = (ENCLOSED) INTERNAL PRESSUR COEF. _ +t- 0.18 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE ROOF ZONE 1 ( +14.3 -25.3) ZONE 2 414.3 -41.2) ZONE 3 ( +20.3 -53.1) WALLS ZONE 4 +26 3 / -29.3 ZONE 5 +31.ro / -39.8 FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 3o'-O" EXPOSURE B. im sW O� d 3 - z z 4Lu a 10'Wx1O'H I0'LIx10'H 32'-0" FRC)NT ELEVATION 1 ST AVE 40'-0" RIGHT ELEVATION 1lth STREET NOTE: THIS BUILDING IS NOT DESIGNED FOR HABITATION AND DOES NOT HAVE RUNNING WATER OR SANITATION SERVICES, THIS BUILDING IS DESIGNED AS A UTILITY SHED TO STORE LAWN EQUIPMENT AND OTHER VARIOUS SMALL ITEMS. 40'-0" LEFT ELEVATION ALLEY 32'-0" REAR ELEVATION SOUTH PLANS E IMINF ALL ApPU'C,AB1�1 BUILDING, rit cr- rim -AI n ,L ING AW DATE SCALE: II PACE 3/12/14 1/4 = 1-O DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5827 OFFICE FAX 352-588-2342 S. HANLEY p O BOX 1325 SAN ANTONIO FLA. 33516 EMAfL: hanieyO6eembargmailcom FLA APPROVALS Y NION CORRUGATING 1" AStER RIB METAL ROOFING FLO 9555.4 CERTAINTEED VENTED SOFFITT FLO 13389. I SIMPSON 143 HURRICANE TIE FLO 10456.13 SIMPSON H2.5A HURRICANE TIE FLO 1045(o.12 CLOPAY GARAGE DOOR FLO 5618.4 THERMA-TRU FIBER CLASSIC 68 SWING DOOR FLO 589L1 PST SH 200 ALUM, WINDOWS FLO 1435.1 HARDI PREVAIL LAPPED SIDING FLO 13192.5 �i L'014, ELEVATIONS UTILITY BUILDING 1250 SF JOB NAME and ADDRESS AARON ZOOK 5050 1(oth STREET ZEf=HYRI-IILLS, FLA. 33542-2143 DAV ID W. SMITH, MS. PE, FLORIDA LIG.* 53608 352-521-0865 OFFICE 352-521-0861 FAX. `BSOS WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH, MS. PE, LIG.*° 53608 DATE SCALE: 3/12/14 1/4 11= 1-Oil FAGE 2 I I I I I 5-4" _ 5'-4" _ 5'-4" I_ 5'-4" _ 5'-4" { 5'-4" 5H 23 ( 5H 23 1 SH 23 1 32'-O" MAIN FLOOR PLAN THE DESIGN PRESSURE RATINGS WILL BE LOCATED BY EACH OF THE OPENINGS. 0E5IGN SERVICES ING_ MOBILE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 F.S.NLEY F 0 BOX 1325 BAN ANTONIO FLA. 3351rc EMAIL: hanley06gembargma(I.com GARAGE DOOR DETAIL / FRAME WALLS ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR DESIGN WIND LOAD GARAGE DOOR TO BE REINFORCED TO WITHSTAND THE DESIGN WIND LOAD © © o o o 0 o o � c o o A MINIMUM OF 2X6 PINE GRADE LUMBER AROUND DOOR OPENING ATTACHED WITH (5) 1/2" X (o" LAG BOLTS SPACED EQUALLY EACH SIDE AND 24"OC ACROSS THE TOP. o � MAIN FLOOR PLAN UTILITY BUILDING 1280 SF JOB NAME and ADDRESS AARON ZOOK 5050 bath STREET ZE1='I-lYRHILLS, FLA. 33542-2143 DAV ID W. SMITH, MS. PE, FLORIDA LIG.*° 53608 352-521-0865 OFFICE 352-521-08ro l FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH, MS. PE. LIG.* 53608 DATE SCALE: II PAGE 3 3/12/14 1/4 = 1-0 I I Ix I I Im 32'-011 ----------------------- ----------------------- MONOLITHIG FOOTER „ I I I I I I I I I I I I I I I I I I I I � 1 I I U1 ujI I I i I I I 1 — ONE OF THE 05 REBARS IN THE FOOTER v WILL GO THRU THE 6x6 PT POSTS. 1 I zI „ I I I I I r7r , I I I I I 1 , , ACCORDING TO THE FLORIDA BUILDING CODE ALL EXTERIOR I FOOTERS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE I I I I UNDISTURBED GROUND SURFACE. � I I 1 ----------------------------------------------------------------------- MONOLITHIC FOOTER --------- „ 4'-511 m 10'--111 FOUNDATION PLAN 4'-511 ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN *5, MONOLITHIC FOUNDATION ,AND SLAB 1) THE FOOTERS FOR THE FOUNDATION WILL BE A GONTINUOUS MONOLITHIC / 3000 PSI FOOTER WITH (2) #5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS WILL BE TIED TO THE CHAIRS. THE MIN LAP FOR IS 25" AND ALL LAPS WILL BE TIED. 2) A 4" / 3000 PSI CONCRETE SLAB OVER 6x6 10/10 WIRE MESH AND A 6 MIL.VISQUEEN VAPOR BARRIER. THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. 3) THIS FOUNDATION IS BASED ON A 2000 PSF SOIL BEARING " CAPACITY. O 4) THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3000 P.S.L, 5) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE © REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR Oro 4 REBAR AND 35" FOR 01 REBAR, SOIL BEARING CAPACITY l S Is THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. 2x4 FRAME WALL DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 R. S. HANLEY P O BOX 1325 5AN ANTONIO FLA. 33516 EMAIL: hanleyOf v-mbargmali.com 1/2"x6" J-BOLTS 32" OG MAX. O 2/X4 #2 PT BOTTOM PLATE O 4" REINFORCED SLAB 6x6 10/10 WIRE MESH REINFORCEMENT — — — — — — — — — — — — — — - FINISHED GRADE 8" ------------------------------ 20" 12'" ,'f 6 MIL VISQUEEN VAPOR BARRIER M1N -; ; 8" CLEAN, COMPACT AND TREATED SOIL 12" 8" 20 rl FOUNDATION PLAN UTILITY BUILDING 12aO 51= JOB NAME and ADDRESS AARON ZOOK 5050 froth STREET ZEFHYRHILS, FLA. 33542-2143 DAV ID W. SMITH, MS, PE, FLORIDA LIC.# 53608 352-521-0865 OFFICE 352-521-086'1 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH, M5. PE, LIC.* 53,608 DATE 3/12/14 SCALE: II P,4�GE 4 1/4 = 1-0 FRAMING NOTES: 1) ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, SOIL OR THE WEATHER SHALL BE NO LESS THAN #2 PT SOUTHERN YELLOW PINE. 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE #2 SPRUCE OR SOUTHERN YELLOW PINE OR BETTER. THE MAX SPACING FOR ANY STUDS WILL BE lb" OC. THE EXTERIOR WALLS WILL BE COVERED WITH A VAPOR BARRIER OF TYVEK WHOLE HOUSE WRAP AND SIDING, 3) THE SIMPSON PRODUCTS IN THIS PLAN MAY BE SUBSTITUTED WITH THOSE OF GREATER OR EQUAL VALUES. ALWAYS VERIFY THIS WITH THE PLANS DESIGNER. 4) ALL OF THE EXTERIOR WALL DIMENSIONS ARE GIVEN TO THE OUTSIDE FACE OF THE FRAME OR MASONRY WALLS THAT ALIGN WITH THE OUTSIDE FACE OF THE FOUNDATION. FRAME WALLS ARE HELD IN 1/2" SO THE EXTERIOR SUB -LAYER OF THE WALL SHEATHING WILL ALIGN WITH THE FOUNDATION. 5) ALL FLOOR JOIST , RAFTERS AND STRUCTURAL BEAMS WILL BE NO LESS THAN #2 SOUTHERN YELLOW PINE LUMBER. 6) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. VERT. WEBS ARE REQUIRED AT ALL GABLE BRACING LOCATIONS. 1) THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF roll ABOVE THE FINISHED GRADE. 8) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. I 32'-0'' ALL GABLE STUDS AT Iro" OC. - I -----------------------------------------------r-------------------------------------- SI-I 23 SH, 23 SH 23 I --, I I I I I I ui U m U m U 1 i I i I I un m m I ff1 1 Lu -1 m _fica Qtt z I I 1 I I I n I I 1 I I I I I 1'-O„ I I 1 1 I I PRE - ENGINEERED ROOF TRUSSES i 1 4&" OC MAXIMUM SPACING I I 1 , I 1 I I I N I I 1 I I I I I � 1 I I 1 I l� I 1 I I O I 1 I I I I I I t I I 1 I I I I I I I I 1 I I I I I 1 I I I I I I 1 I I I i I I I i I I i 1 I I i i i I I 1 I I I I I Z I 1 = I C I I I I I I i 1 I I I I 01 I 1 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I i 1 I I I I I I m I U I I I I I m I U I I I I I m I U I I I I I I I I 1 I I I , m , m I m I I i I I I 1 � I I I I I �� i 1 I I I •y��n� I I I I I 1 1 I I 1 i i I 1 I I ALL GABLE STUDS AT I ro" OC. 32'-0" ROOF FRAMING PLAN nm I I ROOF TRUSS NOTES: 1) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. DESIGN SERVICES INC. MOBILE/ oFFIGE 352-206-5627 OFFICE FAX 352-585-2342 R. S. HANLEY F' O HOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley06gembargmatl_com 2) VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS. 3) ALL TRUSS TO TRUSS CONNECTIONS WILL BE FURISHED BY THE TRUSS COMPANY. PRE - ENGINEERED ROOF TRUSSES 46 OC MAXIMUM SPACING TC LL 20.0 PSF TC DL 1.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAL LOAD. 31.0 PSF DUR.FAC. 1-25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD a,-O" FROM GABLE 2X4 BLOCKING NAILED BETWEEN THE TRUSSES AT THE TOP �— WITH (2) 12d COMMONS EACH END FOR 8'-0" IN FROM THE GABLE TRUSS, DO NOT NAIL THRU THE TRUSS PLATES. ---------------- 2X4 5'-0" STRINGER--' DBL 2X HEADER OR FRAME WALL EXTERIOR WALL, COLUMN OR POST 1 2X4 DIAGONAL X-BRACE NAILED TO THE VERT WEBS OF THE FABLE TRUSS AND (2) COMMONS WITH (2) 12d GALV. COMMONS INTO EACH TRUSS, NAIL A HORIZONTAL STRINGER TO THE TRUSSES FROM THE GABLE TRUSS AND 0'-0" INTO THE COMMONS, 12" MAX OH WITHOUT OUTLOOKERS 24" MAX WITH OUTLOOKERS MAIL A 2x FLAT ON TOP OF THE FRAME WALL WITH 12d GALV COMMONS AT 12It OC, NAIL THE GABLE TRUSS BOTTOM CHORD '0 TH15 NAILER WITH 12d GALV COMMONS AT Ifo" OC, GABLE BRACING DETAIL. ROOF FRAMING FLAN UTILITY eUILDING 1250 SF JOB NAME and ADDRESS AARON ZOOK 5050 I&th STREET ZEP1- YRHILLS, FLA, 33542-2143 DAVID W. SMITH, MS. PE, FLORIDA LIG,0 53608 352-521-0565 OFFICE 352-521-08(21 FAX, S S9O9 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION. DAVID W. SMITH, MS. PE. LIG.* 53608 DATE NO P,4CsE 5 3/12/14 SCALE 2x4 *2 SPUCE PURLINS AT 24" OC, NAILED TO THE TOP CHORD OF THE ROOF TRUSSES WITH (2) 12d GALV. COMMONS. USE A SIMPSON H3 HURRICANE TIE TO FASTEN EACH PURLIN TO THE GABLE END ROOF TRUSS. SIMPSON H3 HURRICANE TIE FLO 10456.13 USE SIMPSON H2.5A HURRICANE TIES FLO 10456.12 TO FASTEN THE ROOF TRUSSES TO THE TOP OF THE FRAME WALLS AND HEADERS. �r 2x PT FASCIA AND DRIP EAVE CERTAINTEED VENTED SC FLO 13389.1 CLOPAY GARAGE DOC FL" 5618.4 PST SH 200 ALUM. WINDOI FL* 1435.1 THERMA-TRU FIBER CLASS 68 SWING DOOR FLO 5891, HARDI PREVAIL LAPPED SIL FLO 131132.5 ONE OF THE 05 REBARS IN THE WILL GO THRU THE 6x6 PT POD FINISHED GRA THE POST WILL BE 26" +/- INI THE EXISTING GROUND. PRE - ENGINEERED ROOF TRUSSES 45" OC MAXIMUM SPACING TC LL 20.0 PSF TC DL -LO PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAL LOAD. 31.0 PSF DUR.FAC, 1,25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD UNION CORRUGATING MASTER RIB METAL ROOFING FLO 9555.4 SEE GABLE BRACE DETAIL ON PAGE 4 ALL TEMPORARY. PERMANENT BRACING INFORMATION AND BOTTOM CHORD PURLIN SPACING FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES, DE51GN 5ERVICE5 INC. MOBILE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 R. S. HANLE`Ir' P O i3OX 1325 5AN ANTONIO FLA. 3351r. EMAIL: hanley06�embardmatLcom WOODEN HEADER and FLOOR BEAM DETAIL SPLICE s • • s;• s s s ALL WOOD HEADERS WILL BE NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS. ALL HEADERS WILL BE A DBL 2x12 02 SOUTHERN YELLOW PINE NOTCHED INTO THE SIDE OF POSTS, LAG TO POST WITH (2) 1/2" BOLTS NUTS AND WASHERS. ALL CONNEC 2x12 HEADERS ; o ; 2x12 HEADERS ; o ; 2x12 HEADERS WILL BE H01 )FFITT DBL 2x12 HE. THE OUTSIDE 6x6 4` PO POST WITH 1, R 2x4 FRAME L JS PLATE NAILS 12d GALV. C C PLATE. FASI 1/2" x 6" J-Rt 1 SPLICES, 1/4 24" OC MAY ING EACH WALL COMMONS A TYVEIK WHOI EXTERIOR F, SIDING IS AF ACCORDING SHEATHING FOOTER SHALL HAVE TS, GRADE. - _ _ _ _ DE , 8 6 MIL. VISQUEEN VAPOR BARRIER FINISHED GRADE 6x6 10/10 WIRE MESH REINFORCEMENT 12 ---------------------------------------------- --------------------- — ------------------------------------------ ---------------------------------------------- ' O " ` - 8---------------------------------------- — ----- --------------------------------------------- --- ---------------------------------ACCORDING 12" 8" #5 REBAR IN FOOTER MONOLITHIC FOOTER FOOTERS SHE UNDISTURBEC ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN #5. TREATMENT: C SOIL CHEMICAL BARRIER METHOD) 1) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND 9) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. REMOVED BEFORE EXTERIOR SOIL TREATMENT THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL 10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0" 2) CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM OF THE STRUCTURES 51DEWALL5. THE BUILDING SIDEWALLS 11) AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER 3) IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS 51DEWALL5 ANY 501L DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE 4) TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING RETREATED. AND FINAL EARTH GRADE SHALL NOT BE LESS THA 6 INCHES ( EXCEPTION PAINT OR 12) ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE 13) A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY FOUNDATION WALL.) A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL 5) INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL 15 COMPLETED. BE ISSUED_ THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS 6) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. OR FORMED. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. "1) BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLAT[ON OF TRAPS, ETC_ SHALL BE 14) AFTER ALL WORK 15 COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND BELOW AND WITHIN 1'-0" OF THE BUILDING_ THIS INCLUDES ALL GRADE STAKES,TUB DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT , TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. S) A MINIMUM ro MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST 15) NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, 15'-O" OF ANY BUILDING OR PROPOSED BUILDING RE -TREATMENT 15 REQUIRED, :TIONS TO THE PRESSSURE TREATED WOOD '-DIPPED ZINC COATED GALVANIZED STEEL. 4DERS WITH A 1/2" SPACER WILL BE NOTCHED INTO OF THE 6x6 POSTS. FASTEN THE HEADER TO THE '2" BOLTS, NUTS AND WASHERS. JALLS UNDER THE HEADERS WITH A SINGLE TOP :D TO THE BOTTOM OF THE 2x12 HEADERS WITH DMMONS AT 12" OC, AND A SINGLE BOTTOM PT EN THE BOTTOM PLATE TO THE SLAB WITH XTS AT 32" OC MAX. AND ON EACH SIDE OF ALL TAPCONS WITH A MIN OF 1 1/4"EMBEDDMENT AT BE USED IN LIEU OF J-BOLTS. NAIL THE END OF TO THE SIDE OF THE 6x6 PT POSTS WITH 12d GALV. T 12" OC_ .E HOUSE WRAP WILL BE INSTALLED OVER THE 4CE OF THE WALL STUDS BEFORE THE FINISHED 'PLIED. TO THE FLORIDA BUILDING CODE WOOD SIDING, `RND FRAMING ON THE EXTERIOR OF A BUILDING A MIN. CLEARANCE OF 6" ABOVE THE FINISHED TO THE FLORIDA BUILDING CODE ALL EXTERIOR iLL BE PLACED AT LEAST 12 INCHES BELOW THE GROUND SURFACE. TYPICAL. CROSS SECTION UTILITY BUILDING 1280 51= J05 NAME and ,ADDRESS AARON ZOOK 5050 froth STREET ZEPHYRHILLS, FL4. 33542-2143 DAVID W. SMITH, MS, PE, FLORIDA LIC.# 53608 352-521-0865 OFFICE 352-521-086-I FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH, MS. PE. LIC.# 53608