10-11083 - Laserfiche WebLink

Browse Search

\ � / ' `b �/ I J 1 DATE 8CALE.- 100' � � 1 � � PAGE 1 -O" � 1 10/ 2 0 _ _ 1/4 = 1 OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF 5LAB DESIGN SERVICES INC. "REAR" MOBILE/ OFFICE 352 -20 - 5821 MONO FOOTER "REAR - MONO FOOTER - - - - -, OFFICE FAX 352 -588 -2342 - ------------------- -------------------- -------------- - - - - -- ----------------------------------------------------------------------------------------------------------------------------------- ------------- ---------- ------ ----------------------------- -------------------------------------------------------- t------------------------------- - - - - -- - II J, HANLEY P 0 BOX 1.325 SAN ANTONIO THE 13ATHROOM I5 LOCATED IN FLA. 3351ro ' EDGE OF STEEL BUILDING TH15 CORNER OF THE BUILDING EMAIL: hanley06eembargmall.com IF THERE f5 ENOUGH DROP FOR PADS FOR FRAME LINE #I A GRAVITY DRAIN. IF NOT MOVE IT TO THE FRONT CORNER SAME " O _ ; ; - RE1�aRS lo" eG _ CHAPTER 4 SECTION 412 c4 SIDE. BIOTH DIRECTIONS O O w a - -- -- I I = , GRADE - --- — - - Q � a' OUTSID EDGE OF SLAB a ; 4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED I O - 11 0 w _ 11 ; TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR W o f i 9 - 0" o H o FLOOR DRAINS SHALL DISCHARGE THROUG AN OIL SEPERATOR I Q _ O N 2x4 WALL Q ; ti TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. - � W _ (� tj V O I 1 I I w I I I I I I PADS FOR FRAME LINES #2 and #3 = y a n i I EDGE OF STEEL fBUILDING I N I -------------- ------------ i I I / 1 O II vAN TY O 115 REBARS a" GG - -- - -- 'ol BOTHI DIRECTIONS Nt ' CONTROL JOINTS LOCATIONS ARE TO BE I GRADE - _ - — - — - - — - - — - - — DETERMINED BY THE MASONRY CONTRACTOR. l = 4" k4 N 2x6 WALL _ I 31 -41/2 11 2 1 -0 11 PADS FOR - O FRAME LINES I PADS FOR # # � 2 and 3 FRAME LINES I N 1 #2 and #3 ; PAD BETWEEN FRONT DOORS MONOLITHIC SLA 3 I I EDGE OF STEEL BUILDING I 4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN TREATED AND COMPACTED SOIL. I I I *5 REHABS a" Or- NFPA 409 THE SOIL WILL BE TREATED FOR TERMITES ± BOTHI DIRECTIONS 5.15 GROUNDING FACILITIES FOR STATIC ELECTRICITY al AS PER THE DETAIL PAGE OF THIS PLAN. GRADE ; - I _j ro" x h" 10 /10 WIRE MESH OVER &MIL. V15QUEEN Q 4" - Q T STORAGE AND SERVICING AREAS O 5.15,1 AIRCRAFF HANGERS VAPOR BARRIER WILL BE INSTALLED FOR N , 11 - Q HOUSING OTHER THAN UNFUELED AIRCRAFT SHALL B E PROVIDED O = REINFORCING THE SLAB. FIBERMESH CONCRETE 4 -0 ,� OF WITH STATIC DING FACILITIES FOR R =MOVAL AND AFT WHILE L A A GN AIRCR AFT THE W CAN BE USE IN PLACE OF THE WIRE MESH I u. __ - - OR UATGNa IN H E AIRCRAFT ARE STORED OR UNDERGOING SERVICING IN TH C FT ARE STORED N _ O O = Q , THfS FOUNpATION WA5 DESIGNED WITH A 2000 i 1 ; ;.q O O j� O Q HANGARS IN ACCORDANCE WITH 5.15.2 AND 5.15,3. 5.15.2 AN ADEQUATE NUMBER OF FLOOR- GROUNDING RECEPTACLES o P Sf = SOI f3EARfNC -� CAPACIT C tV N r SHALL BE PROVIDED. THE RECEPTACLES SHALL BE EITHER �� w I w 0 GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY n z ' O I j ' ' LL MONO FOOTER "REAR w BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE SYSTEM TO UTIDERGROLAVD METAL PIPING 5UG1 -� AS GOLD t 1 WATER OR SPRINKLER PIPING, OR DRIVEN ELECTRODES. WHEN OK DRIVEN ELECTRODES ARE USED, THEY SHALL CONSIST OF 15.9 MM(IN.) O EDGE OF STEEL BUILDING {�-. :3 DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST 1.5MM (SFT) INTO THE GROUND. FLOOR -GROUNDING RECEPTACLES SHALL BE I I I I O DESIGNED TO MINIMIZE THE TRIPPING HAZARD. I 5.153 GROUNDING WIRES SHALL BE BARE AND OF A GAUGE THAT IS J URABLE TO WITHSTAND MECHANICAL STRAINS AND USAGE. -- -------- - - - - -, c� 61 -011 (0' -0 " � GRADE -_ -- -- .�--- - - - - -- - I i I I 8" FOUNDATION FLAN O , 1 FR PADS FOR ALL FOOTER AND PADS I FRA LINES FRAME LINES ARE TO BE 24 2 and # 3 DEEP. C ONTRACTOR: 2 and 3 ii I MONO FOOTER AFRON ii ; i-O G. L. STEVE CONSTRICTION I APRON EDGE OF STEEL. BUILDING I ZEF'HYf;RHl FLORIDA I GRADE - ASPHALT -- - - - - - - - -- - - - -- ; O = II JOB N AND ADDRESS: 400 L - - - - -- _. ol I I - 1 I ` RO VENTURES 1 1, INC le ` GUT THE CONCRETE 50 THE CUTS AR K EVIE\fi DA1 E__��a' - Q o ; rITY OF ZEpHYF2HILLS 5YMETRICAL TO THE BIFOLD OPENING ► ' PRIME STE BUILDINGS 0 - I PLANS EXAMINEF�__ -- -- Q - O - -- - - - - - -- - u iS : MONO FOOTER "A" Q p � PARCEL "D" ZEPHYRHILS O Lu �I o � CITY AIRPORT � 1'_011 EDGE OF STEEL BUILDING � � o � ZEPHYRHILLS, FLORIDA Q w z � w I I - - - — - — - — - GRADE AIRPLANE HANGER 1500 SF O I 1 4 1 1 I _, _ I I I I ADD A 12" APRON ON THE FRONT 50 THE BIFOLD DOOR PAD BETWEEN ' I D UJ, SMITH, MS. PE. CLOSES ON THE CONCRETE AND NOT OF THE SEAM OR CUT. -! 1 '_ O ' FRONT DOORS - -- ---------------- - - - - -, FLORID LIC. 53 = PADS FOR � = O � PADS FOR O O d _ -------------------- - - - - -- --------------------------- - - - - -+ ----------------------------------- - - - - -, FRAME LINE #1 - - -- -- ------ - - -- - - - - - -- FRAME LINE #1 ------------------------------------------------------------------ - - - - -- ------- - - - - -- ------ --- - - - - -- - - - - - - -- - ' 352 - 521 - 0865 OFFICE 352 - 521 - 0861 FAX, _ MONO FOOTER "APRON" I 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 COMPLIA H 15 PLAN AND FOUND IT TO BE IN H AVE ��I p OUT81DE EDGE OF SLAB OUTSIDE EDGE OF SLAB �- 1 1 1 1 1 4'-0 13 -8 9 -O A5CE -1, THE FLORIDA BUILDING CODE 2001 EDITION AND THE 2009 5UPPLEMENT5 WITH ALL REVISIONS 91 -011 64 -4 AND UPDATES TO FBC -01. 100 -0 ` DAVID W. SMITH MS, FE, # 53 08 ,L \ � / ' `b �/ I J 1