Loading...
RC-12-588_Plans BEARING HEIGHT SCHEDULE HANGER SCHEDULE NOTE: NOTE : APPROVED TRU55 ANCHOR DY BUILDER—__ APPROVED TRU55 ANCHOR DY GUILDER WALL ELEVATION VARIES AS FOLLOWNG: LADEL I NG TRU55E5 I5 A SERV I GE , TOP = 2z4 MIN. TOP = 4x2 MIN, APPROVED TRU55 ANCHOR DY GUILDER UPLIFT REACTIONS 5HOWN ON TRU55 DE516N5 AND NOT A REQUIREMENT . THEREFORE, DOTTOM = 2x4 MIN, _ 2x6_ i`F ED IN DESIGN OF 1 t 15 THE RE5PON51 D I L I TY OF THE DU I LDER DOTTOM = 4x2 MIN, TOP = 2x4 MIN, 12 0 ELEV 27'-O" MODEL Loans �� MANUFACru� TRUSS IDENTIFICATION PLACEMENT PLANS ARE TO DE U5 t0 U5E THE ENG I NEER I NG DRAW 1 N65 WHEN T BOTTOM - 2z4 MIN, 0,25v 311 - M5H213R 1768 730 U5P WA TRU55 TO TRU55 CONNECTIONS AND FOR REFERENCE, ERECTING TRU55E5 , IN CA5E OF 0 ISCREPAN61E5 YOTHER fix: ELEV, 12'"0" THE UPLIFT VALUE OF CONNECTIONS OF THE TRUSSES DETWEEN TRU55 MARK I N65 AND ENG , DRAW I N65 _—— ? � , w W213L 1766 730 U5P N/A 1HEENG . OFAWIN65 PREVAIL5 . ��� RTING STRUCTURE ARE THE RESPONSAGILITY _ 2x6_ '' 12 �sr ° _ ELEV. 14'-0" GTU40 7110 6250 U5P N/A TO THE 5UPP0 0.25 v . o '�3 OF THE ARCH, AND/OR ENG, OF RECORD, REFER TO APRVD, ° ELEVATION GTU80 6245 8545 U5P N/A PERMIT DOCUMENTS FOR EXACT VALUES, GIRDER TRU55 , w THDN 26-2 3765 2235 U5P F � LATERAL GRACING ° ® ELEVATION HU526 2580 1625 U5P F-T DY GUILDER ►� `r _ o ? . RAKE REAM `� Low FT (2)2x_ LEDGER DY 131-DR, (2)2x_ LEDGER I$ HANGER DY DLDR, b -bE g A�, P ��TF ET TYP, SLOOP TRU55 END DETAIL, TYP, ROOF TRU55 END DETAIL, NOTE: SE &SCORNEROACK CoMIE rNS FOR SPECIFIC (2)2z_ LEDGER E HANGER DY DLDR. 1/2' P 0e 5ECTION A (TYPICAL) _ _ A- all' qn Oil ��0� r " -595 I 11 I 11 i u i n r n r " r u 0 144 0 274 0 1210 0 173 0 5TRUCT, HA R DT R 12z� '- FTG1 �--�� �'� TRUGT, FMAR DY OLD N'p°�` FTG1G ''y"t��' TRUGT, HANGER R=2ag� ` R=zi 12' 10° Of DY DLDR to I I I I I I I I I I I 1 I I I I I I I I I I I I I I N - ------- ----------------- r I I ' L 1 II II sY ` 13' 6" CLEAR•` FT2 F A 1 , 6„ 61 n11 GL AR w \ _ V 18 6 zi-- n� z 1► `r z II � / \ � � — — — — — — — OPEN t�GELOW � - oc z 3 a' I• � '`� LU RU H NGE DY L R ! \\—(2)2x- LEDGER DY GLOR, 3 I I P ( ) II - ^� II R OF IDLE v I �., -'-- - - - ------ � II I - o I 11 Ir r-101 ON STRUGT, SOFFIT (2)2 _ LEDGER DY DLDR�Y OTHERS U- I FT FT"' i I I I I �, LU I I ° 5LOPE DOWN TO LOW SIDE II =11e-� .II 11- II STRUGT, HANGER DY DLDR Ile.1 IF- II 3 R oc 1 ° -� ' " 61011 0" -r 22' 611 -I1�1 0" 71 8" Lo !! iI Z - �0 II Q I I II o I II x'� II II - II I I II I r pU-- ll II . :12.:81.: Nm �FT3 � I I I II I ! II P. . I ________________ ____ ________________ I; FiTG1E o II (2)2z_ LEDGER DY GLDR, 1, 1 II „ 1, TRUGT, HANGER DY DLDR -•- 0 17 0 SPAN 0 1 4 12 8 2 0 14 4 _ ,► 2 0 151411 141 011 ' 181 4'1 �= 42' 2" II 1 11 --- 21 011 I (��� �qr 0�1 pl 11 1 Oil V�1 II II 4 FLOOR TRU55 LAYOUT (J (J l LL- 3116"=1'-Ox o —_ — — — -- — — — N 1q' 11" SPAN - o - s --------- . ........ -- --- ----------------= _ � - F G2 M) w m IL Z� 3 Uju 101 1q, 31, 2r pn a� oo - Q° 231311 � o - N '� N �� �,gc,� STRUGT, HANGER -t6� C' Un N ° UN � `�' N �� cY-3'�1 DY DLDR 13 '1 n I — N X kP N __. FT (14 11 ATTENTION DUILDERS _ ALL DIMEN5ION5, OVERHANGS, PITCHES, - ETC, TO DE CHECKED DEFORE ORDERING _ TRU55E5, IT 15 YOUR RE5PON51DILITY -TO CHECK OUR TRU55 PLAN! —_—_—_— ------------------- b (V N EXI5TIN6 CONDITION5 TO DE VERIFIED R-° �` I I °I I I IFTG1H I I I I I I o DY DUILDER IN ORDER FOR NEW TRU55E5 U-^i99 qexik TO MATCH EXISTING TRU55 GO 1D T oN� ,; 0 27 0"5T DY 6UIiLDER p Rs 1 u r ATTENTION DUILDER t� 3 D VIEW 311011-6 ALL DIMEN5ION5, OVERHANGS, TCHE5, r ?� ETC, TO DE CHECKED DEFORE ORDERING TRU55E5, IT 15 YOUR RESPON51DILITY ROOF TRU55 LAYOUT 3/16"=1'-0" TO CHECK OUR TRU55 PLAN! — x p Z 1 Z/4 ���lti I�rrii�� IMPORTANT NOTE; ( V , IlFI ) — VEI� IFY I FIELD ,,�s o'�:.•��s• ��,, ALL DIMENSION TO aE VERIFIED IN FIELD ALL TRU55 5FACING 0 24" 0, C. 9280 N W SOUTH RIVER OR I VE, �Y G.G. DEFORE FAt3RIGATION UNLESS OTHERWISE SPECIFIED, DD NOT GUT OR ALTER TRUSSES! � � •• = � MIAMI. ph 30S 883- 261 MAR7INEZ TRU55 COMPANY WILL NOT HONOR � =_ ��"'� ' —�- FLORIDA. 33166- r GLAIM5 OR DACK CHAR6E5 UNLE55 AUTHORIZED s � WTINEZ TRUSS Co. Inc, CCO958 J . MART I NEZ fX. 305 88 N25 fl"DKALING re not the reeponsablYty of the truth fabricator, r • _ TRUSS LOADING CONDITIONS truce de+igner.or Plate mar%Oootlrer. rer+or»erecting true+ are caution"to+eek profs++lond advice regarding temporary DY OUR OFFICE IN WR1tTING! ��• STA �I;� ROOF TRUSSES FLOOR TRUSSES and erection bracing which always required to prevent toppling 111 G I D E 1516 N and domkwky curing erection,and permanent bracing which may SHOP DRAWING APPROVAL `� LIUE: 30.0 TOP CHORD LIVE: 48.0 be required in+peelflo application+. Tru++ee+hail be erected ''/ ••••rfnar�l •• `` TOP CHORD and fa+tead to a btraldht and plumb po+ltton. Where no dtreot THIS LAYOUT IS THE SOLE SOIRCE FOR Ff�'ICATIOM OF /���/ '•�rM,+- ���`\ TOP CHORD DEAD: 15.0 TOP CHORD DEAD: 20.0 tap enter+heathml. re we applied,tr direct b tto c braced at zt• on carter%heathk Where no direct bettam chord rheathky fe TRUSSES frD UOII1S fll PREVIOUS r aQTECTU�. oR ������rr�iH+p111a�1�rer, P E. DATE: 06-08-10 OWNER: REV. DATE: BOTTOM CHORD DEAD 10.0 BOTTOM CHORD DEAD: 5.0 applied.true+ee must be braced at W-0'an .enter maxinwm. OTHER TRUSS LAYOUTS. REUIEI'1 K FPPROU1 OF THIS 00 ( y y BY. J A 5 SCALE : A5 5 H O W N trustee must be handfed with extreme care du9ng erection to N0, DATE. REVISED APPROVED prevent damage or px+onal Injury. Kefer to truce engineering LAYOUT GIST BE RECFIUED BEFORE f�lY TRUSSES WILL JOHN A . I L T E TOTAL LOAD (PM 55.0 TOTfL LOM (PSFI 65,0 for connection and bracing requlrements, Theme caloutattons are BllIl.T, VERIFY fl1 COPDIIIONS TO DrSIPE RGAINST JOB NAME: R O D I E R R E 5I D E N G E STRESS INCREASE 1.00 STRESS AJCREASE: 1,00 +rppued In order for the EN61NEEK or Kf"KO to adequately 1 M PROFESSIONAL ENGINEER DRAWING NUMBER provide for connection and integration of the roof a+eombly to 2 CFIGES THAT WILI. RESULT DV EXTRA WOES TO YOU. THIS TRUSS SYSTT]1 BEEN•DESIM WITH L GENERATED aY I70 rpH tlw-Vporting+tructu'e. O"IffloYs of suvro ting oonnectilo" 3 STATE OF FLORIDA. #36205 JOB ADDRESS :100g N,E, 104th 5T, WM USING 5.0 PSF TOP CHORD: am LORD RO 5.0 are 30Lt�Y re+Parror op for the l Vol for In theft product. PSFBOTTOM � Tnl+see r�rrrpin our property until paid for in full. True layouts 14331 COIrNCE WAY, �IIA�i LAKES, FL 12020101A DEFT LOAD CAT.11. EXP C ME 7-051 °�enAk+ve�A n by not bd reproduced In part qr in full under 4 MIAMI 5 H 0 R E 5, F L any orwcumstaneee. J ` 1 00 PERMIT #: k, ami hores Vill APPPO'vED BY ZONING DEPT _......a_,+ DATE BLDG DEPT { �ALL �( J SU JECT i'0 CCt4lRllfll t �TfJE STATE ANil Ur�IjN,Y riU-.aS AND REGULATIONS 3 REM SI ON S N 3 STRUCTURAL DESIGN CRITERIA GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in REINFORCING STEEL All reinforcing steel shall be ASTM A-615 grade 60 ASTM A-305 deformations. Detailing, fabrications CONCRETE BLOCKS Shall conform to the latest standards of Florida Building Code 2010 addition. All load bearing wall drawings, engineer shall be notified and obtain their approval before proceeding and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. latest edition 10-17-12 BLDG DEPT: p ( ) type H with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be 1 with work. Contractor shall comply with all the provisions of the Florida Building Code 2010 edition Contractors shall provide adde uate chair to support the reinforcing and to prevent displacement. REVISED FOUNDATION p q PP 9 P P continual) filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor 1 . THE DESIGN COMPLIES WITH THE REQUIREMENTS & supplements the ACI 318-08 specifications, Coordination of the work of all trades structural, °� y p y g DETAILS OF THE FLORIDA BUILDING CODE 2010 EDITION pp p ( All discontinuous end of all top reinforcing, shall be hooked. Provide 2-#5 5 -0 long (bent in the shall provide opening at the bottom of reinforced masonry unit at each level for inspection. ( ) plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure middle) corner bars at all corners. AND OTHER REFERENCED CODES AND is contractor responsibility.- Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry P y- Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression SPECIFICATIONS. ALL CODES AND SPECIFICATIONS The engineers shall not be responsible for, nor have control or charge of construction means. members shall be in accordance with ACI 318-05 AND FBC 2010. Lap top reinforcing steel at walls © 16 c.c. Extend wires 4 into concrete columns. SHALL BE LATEST EDITION AT THE TIME OF Methods sequence, or procedures, or for safety precautions and programs. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3'-0" to 8'-0" q P Y p P 9 the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, marked on foundation plan TC-1 PERMIT. scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1 /2 ton additional CONCRETE Minimum compressive strength for all structural concrete shall be as follows unless otherwise Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per p 9 ( #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: „ 3. ROOF DESIGN LOADS: 4. FLOOR DESIGN LOADS: specified on the plan) „ „ column reinforcing detail. Splice length for these reinforcing shall be minimum 30 . Columns 1 1 /2 Grade beams .3 DEAD LOADS: ......25 PSF DEAD LOADS: .....25 PSF. Beams . . . . . . . . . . . . . . . . . . 3000 PSI © 28 days Beams . . . . . . . . . . . . 2" Slab. . . . . . . . . .1 " SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete LIVE LOADS: ........30 PSF LIVE LOADS: .......40 PSF Columns . . . . . . . . . . . . . . . . . 3000 PSI © 28 days cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, Slabs . . . . . . . 3000 PSI © 28 days STRUCTURAL STEEL A.I.S.0 360 Steel shall conform to ASTM A-36. 36,000 PSI. min. yield electrical, mechanical shall be coordinated with related plans. All structural concrete . . . . . . . . . 3000 PSI © 28 days WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply PREPARATION OF A letter will be submitted after the ground has been broken attesting that the site has been shall be used where wood is in contact with concrete. Lumber grade and species for roof SOIL STATEMENT g p with ACI-301-05 and ACI-318-08 the FBC 2010. Aggregate shall be clean and well graded observed and the foundation conditions are similar to those upon which the design is based. FOUNDATION trusses shall be determined by truss fabricator. 2005 National Design Specifications and the Florida with maximum size 3/4". Provide integral water repellent admixture (Aquapel or equal) in capacity of 2000 psf. based on visually inspection or foundation report. If a bearing capacity Building ode 2010 edition. INSPECTION OF THE SITE INDICATES manufacturer's printed direction and shall be free of calcium chloride. of less than 2000 psf. is encountered, the engineer shall be notified before proceeding with g UNDISTURBED SAND & ROCK W/ A work. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing BEARING VALUE OF 2000 PSF. SHOULD Structure Type Building GCpi = ± 0.18 laboratory. ontractor shall submit all test result to engineer. TERMITE PROTECTION COMPLIANCE WIND CRITERIA Detailed Wind Load Design Basic Wind Seed V 175 mph y' L OTHER CONDITIONS OR MATERIAL BE p ( ) p ENCOUNTERED, THE ARCHITECT SHALL BE (Method 2) per ASCE 7-10 Struc Category (I, II, III OR 1) II - Z W GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE "THE BUILDING HAS RECEIVED A COMPLETE WIND05 v1-12 Ex Exposure B, C OR D C m �_- NOTIFIED BEFORE PROCEEDING W/ THE WORK. OF COMPLIANCE BY LICENSED PEST CONTROL TREATMENT FOR THE PREVENTION OF p ( ) THE ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER SHALL a. w >- COMPANY THAT CONTAINS THE FOLLOWING SUBTERRANEAN TERMITE TREATMENT IS N E O SUBMIT A LETTER ATTESTING THAT THE SITE HAS BEEN Q STATEMENT AS PER FBC 2010 SECTION 1816.1.7 ACCORDANCE WITH RULES AND LAWS ESTABLISHED Q z OBSERVED & THE FOUNDATION CONDITIONS ARE SIMILAR TO BY THE FLORIDA DEPARTMENT OF AGRICULTURE U w LU ' THOSE UPON WHICH THE DESIGN IS BASED. aw.• w Z. u AND CONSUMER SERVICES m Q w > m � w 6" CONC. SLAB ON GRADE , k-; o Cf! - W/6"X6" W1 .4XW1 .4 W.W.F. 1 2 z O �. o w 1 m � N O / --- W/(2) #5'S CONT. (1 )#5 CONT. - g - U oz2Qz Z + 9.0 NGVD Z � 0 � p Ia- n h J r 4 ,1 r O 0 � " .6 MIL VISQUEEN o 0 w m wz ~ "" � + 7.6 NGVD , , , ,_ ,_ „ „ , , „ , , 1 -4- U Z O U Z cn O - - - - - 2 ,_ 2 _3_ 1 Q__ �. __ _ _Z __ Z - . � �--��-�-��--,, ....,• COMPACT SOIL TO � .. � � � : .� ,� � � � � . ._ .__ .._.- 1.2_ .a._ _ ._ ,�._ _ .� $ ,�. �_ _4_- �. _ __Z..__.2.__ Q �, oc? g w , 95% DENSITY = a w -J v TERMITE TREATED TC-3 TC-3' TC-3 TC-3 w o w o > F 5'; F U N 6 MIL VISQUEEN + 5.0 NGVD .__ _ ..__. _ __ TC-1 TC-1 _.._ ._.� Q F- w w Z COMPACT SOIL TO 0�_0°� I �� I ,►, ITC-1 (9 (9 TC-1. TC-1 TC-1 TC-1 TC-1 Dill F-- o 95% DENSITY - - - - - - - - - - - - -- -� I - - - - - - - - - - - - - - - ! wF- p W u� TERMITE TREATED ;►- ; 0 ;9 ,.: D D ; ;� ;► ; D 0 00 I v> > Q 3 MIN. COVER TC-3 - - - - - - - !- - -J - 000 TYPICAL ,; f - - -- - - - - - - - - - - - - - - - - - - - - - I- - - - ; � - - - - - - - - - - - - - - - --j �"' � I ._. �� TC-3 H ¢ � U � w (TYPICAL) ® TC 0 0 - - - - - - 4 E1 WF-24 ;,;� I � TC-3 � TC-1 I ��; TC-3 - � FOOTING AT SLAB RECESS F- 4 TF-4 8 CMU WALL UNDER STAIRS S - 3 N.T.S. ITC-2 6 1 6" CONC. SLAB WITH OPEN TO TC-1 TC-3 I 6"X6" W1 . 4XW1 .4 W.W. NEW 6" CONC. SLAB WITH I WF-24 I I S-3 ABOVE 4 6"X6" W1 .4XW1 .4 W.W.F. I I TC 1 Nj , , „ _- _ -_ Z_ I ___ _ .. TC-1 �-3 SEE POST & BEARING I 7 THE DS X 12" I , _ - 6 CONC. SLAB ON GRADE 1 1 TREADS X 12 ■ �p _7 CONNECTION SHEET F-4 TC-3 I - - - ( WF-24Q W/6"X6" W1 .4XW1 .4 W.W.F. L TC-3 _ _ _ LIVING ROOM L_ GUEST ROOM WF-241 2X6 © 16" O.C. -I,. #5'S CONT, TC-1 TC-1 TC-1 TC-1 I - - - - I ELEV. 9.0 NGVD TC-1 ■ IWF-24 ELEV. 9.0 NGVD 1 O 2X6 P.T. CONT - + 9.0 NGVD F-4 ' - - - E= yEr-�Er- -.3E � -r -� � � I 1 I N ITC 1 � u.. 3/4" RECESS . ,,. 2 I - - - D r 1 I w o - - - - 6 MIL VISQUEEN - I w + 7.6 NGVD V�1F-24 w w I COMPACT SOIL TO T -1 - 3 95% DENSITY 4 n TERMITE TREATED - g _ + 5.0 NGVD �p C-2 r` < I ' 6 TC-3 - Z M 6 MIL VISQUEEN -. - 7 Ego TC-1 I ITC-1 - - WF-24 WF-24 _ -� .. .. P , a x I ' N 1 TC-3 COMPACT SOIL TO „ M S-3 - _ - - - - - - - - - - - - - - - - - - t - _ 0 0 I TC 2 - - - - - - - - - - - - - - - - -O - 0 I '_.TC 3 ° z 95% DENSITY I I 0 - _.. �'` 1 _ z Q • M TERMITE TREATED WF-24 ` : 'y' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W w _I ' TC-1 ( IWF-24 �I WF-24 I I 4 I - -1 l_fi«I I-- 3 MIN. COVER I ITC-1 I I I I I ®� I TC-1 1 2 TC-2 I F-4 E�, _ �____.. WF-10 (TYPICAL) - - - - - J L- - - - - - (' 2� 13EARING FOOTING (5 STEP DN TO GARAGE '' i 4 ITC-1 _ F-3 - J L _ F-3 Tc-1 TC l I � TC 3 I 3 v� � S - N.T.S. I I WF-241 _ _ _ _ _ _ _ _ VENT WITH BIRD SCREEN S J-3 �. _ ITC-1 � FOR NATURAL VENTILATION I I W � / 1 TC-1 I WF-10 I C 0 . (4 W - �® © TC-3 WF-24 - - WF-10 ry „ T 1 72" A.F.F. 6 SQ. IN OPEN I I W GARAGE ....................... - I � I A) s 0 TC-3 I- TC 1 {-- R STOCKED OP , � I I Z :- - _._1_._...4._ _ 1_.4_. 4 . 2___ 6 _ _ - _ .___. -__._ _Z_ - ._ DOOR OVERLAP WWM 30 © _ �� © © _ _ _.-._ ._._8..__. ._ ____ ._. . _2_- -..-- _. ._ _.. __ . _ __... 2Q. Eol Cn _J t } I - - �- - 1 ELEV. 7.6' NGVD S 3 - PERIMETER PLACED I - - - - - - - -PAVERS 1 " FROM TOP OF SLAB j F-q I NEW 6" CONC. SLAB WITH I WF-10 F-4 T _1 I F-3 TC-1 TC-1 TC-1 TC-1 TC-1 TC- I- - - VENT WITH BIRD SCREEN '� W/S A N D 6"X6" W1 .4XW1 .4 W.W.F. ____.._.___..__..___._. __ `i �I I i / FOR NATURAL VENTILATION ' I � ■ TC- I 1 A.F.F. (46 SQ. IN OPEN I I W W ` TC-3 �0 ITC-1 .._...__ �. '' �' ( I I AREA) STOCKED ON BOTTOM WFL2 4-1 oI W/(2) #5'S CONT. _ - ry I W � J T T . - TC-161 IWF-10 E ! TC-1 I 1 (3) CAR GARAGE 3 I I w • .__.. ... ._ _.._._.. _._ _ - - - - - - - - - - - V 7 6 NGVD T ELEV. S 3 I ( WF-24 I I - 3 TYP. FOOTING @ GARAGE DOOR �' I ' I L-' F-4�- - - '� ° _ TC-3 P 0 0 L UNDER SEPARATE , _._.._.._.. .._..___.._._... 4 I I -I- F-4 '� PERMIT TC-3 i i O Q i S 4 i 1.4__ __2 I 1 NEW 6 CONC. SLAB WITH \ 5 6„X6" W1 .4XW1 .4 W.W.F. F-3 I 6„ CONC. SLAB ON GRADE S_3._ W/6"X6" W1 .4XW1 .4 W.W.F. 48" LAP MIN. TYP.---....., • � ,` �- I W/(2) 5'S CONT. FORTNAITURAL VENTILATION /( ) # I 3 „ S-3 Q I 18 A.F.F. (46 SQ. IN OPEN � I 0 /# F -1 0 1E !E + 9.0 NGVID. DBL. MESH 3 _._._.__.. � AREA SOCKED BOTTOM EA. SIDE OF 6 MIL VISQUEEN-- "` 6 MIL VISQUEEN BEARING WALL #4 TRANSV. BAR I ; 'TC-3 TC-1 TC-1 TC-1 TC-1 TC-1 TC-1 TC-2 I ITC-3 COMPACT SOIL TO COMPACT SOIL TO (9 48" O.C. I 95% DENSITY 95% DENSITY _.._.._. F-4 I - - - - - - - - - - - - - - - - 1- TERMITE TREATED TERMITE TREATED { - __..____..__________..___� WF-24 El 1m \ I TC-3 + 5.0 NGVD � � _....__�. �� -► I ��� � - - - _._.._._.