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Home My WebLink About400 W SEMINOLE BLVD (A) #20575*0 . �i�N�v�� DRAWING INDEX 4 tO. Jo c" C 14 CO W4 MIX TOR u GGO '.ftwsi VAWE '' I THIS APPONAL WC -9 WT 010" P904"'O" �*LAYE VJV APAXAM CODE OW YMS ? 014 Joe Ai` ZiANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE �LORIDA 327 (D1983 KAUFMAN MEEKS INC. ALL RIGHTS RESERVED Set � SD -1 Site Development Plan TOOOOP, Al -1 Building Type I Plans First floor, second floor Al-^ Building Type I Plans Third f ltor, roof Al -3 Building Type II Plans First fluar, second floor L001111 Al- Building Type 11 Plans Third floor, roof Al -5 Building Type III Plans First floor Al -6 Building Type III Plans Second flour Al -7 Building Type III Plans Third floor wo Al -8 Building Type III Plans Roof Al -9 Building Type IV Plans First floor, second floor Al -10 Building Type IV Plans Third floor, roof A2-1 Building Type I-IV 1/8"Elevations Front, back A2-2 Building Type I 1/4"Elevations Partial front A2-3 Building Type IJII 1/4"Elevations Side A2-4 Building Type IIJV 1/4"Elevations Side A3-1 Building Type I-IV Bldg.sections A3-2 Building Type I-IV Bldg.Sections/Trusses A4-1 Building Type I-IV Wall Sections A4-2 Stair Details A4-3 Fireplace Details A5-1 Unit Type A Plans Arch.Elec./Mech.&Schdules A5-2 Unit Type Al Plans Arch.Elec./Mech. A5-3 Unit Type B Plans Arch. Elec. /Mech. &Int-lev. A5-4 Unit Type B1 Plans Arch.Elec./Mech. A5-5 Unit Type B2 Plans Arch.Elec./Mech. A5-6 Unit Type C Plans Arch.Elec./Mech. A5-7 Unit Type Cl Plans Arch.Elec./Mech. A5-8 Unit Type C2 Plans Arch.Elec./Mech. A5-9 Unit Type D Plans Arch.Elec./Mech. A5-10 Handicapped Unit A Plans Arch.Elec./Mech.&Int.Elel M-1 Mechanical Plans M-2 Mechanical Plans P-1 -Plumbing Layout P-2 Riser Diagrams P-3 Riser Diagrams E-1 Panel Diagrams MP -1 Clubhouse Mech/Elec. S-1 Foundation Plan Bldg. Type I S-2 Foundation Plan Bldg. Type II S-3 Foundation Plan Bldg. Type III S-4 Foundation Plan Bldg. Type IV S-5 Foundation Details S-6 Foundation Plan Clubhouse S-7 Foundation Details Clubhouse CH -1 Clubhouse Plans CH -2 Clubhouse 14" Elevations li CH -3 Clubhouse Roof Plan/Details 4 tO. Jo c" C 14 CO W4 MIX TOR u GGO '.ftwsi VAWE '' I THIS APPONAL WC -9 WT 010" P904"'O" �*LAYE VJV APAXAM CODE OW YMS ? 014 Joe Ai` ZiANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE �LORIDA 327 (D1983 KAUFMAN MEEKS INC. ALL RIGHTS RESERVED Set � TI(F All exterior lighting shown on buildinq plans is to be metered separately from, individual units. Owner to 4elect whether to be photo cell or timer. — I L - . - - I -- - - - - 'i A C 0 L) W cc: N 0 z CD Cz 0 0 Z T ve Z 0 *0 C) 0 LM Z CO L L) N 0 z M 0 -3 0 0 L Drawing No. Al 2 Revision No. Date N T Drawing No. Al 2 Revision No. Date I'-UC> UNIT (Mount at eave) 1a Cv-- _ _ Z ?? U r � J t A t �� c7U IK s� A -t I plans is to be metered separate individual units. owner to ser! whether to be photo cell or tir } r r• 1 C'( rfl -11 C 0 CL CD Cz D 0 Z r z � O t� F— C� Cr: 0 *10 2 z o c -Y Z 3 o o U U W z > Ir U)uJ 15WC: wO k 54 Drawing No. Al�l Revision No. L Date t 1 {�{ II I _ -�t i I i( 1 i t - i nt Litt 1 Rise t plans is to be metered separate individual units. owner to ser! whether to be photo cell or tir } r r• 1 C'( rfl -11 C 0 CL CD Cz D 0 Z r z � O t� F— C� Cr: 0 *10 2 z o c -Y Z 3 o o U U W z > Ir U)uJ 15WC: wO k 54 Drawing No. Al�l Revision No. L Date r r• 1 C'( rfl -11 C 0 CL CD Cz D 0 Z r z � O t� F— C� Cr: 0 *10 2 z o c -Y Z 3 o o U U W z > Ir U)uJ 15WC: wO k 54 Drawing No. Al�l Revision No. L Date m cr- flz Z 0 < < Fr CL o 0 a- u - cc: - O-wo 0 C, C) (r 0 C) LL z z < < (10 o o co 0 D 0 ui a: ui u i cr Electric Meter J,r)cation Typical Convenience outlet at e end of building. Typical Flood Light (Mount at,ea.ve.) All exterior lighting shown on building. plans is to be metered separately from individual units. owner to select whether to be photO cell or timer. C 0 Cc (D 7i 0 \N ----I IV, "I? --A Its— vx IAZ�, 6 C z CO -03 W z > CC U) Ui Y U) W w W W CW2 Cn CD U - U L..UC�C� ISL -fel a In All exterior lighting shown on building plans, s to be metered separately from individual units. Owner to select whether to be photo cell or timer. e 0 m oC m �s C) ci Z z y <L Cr Cr 0 0 -1 f' cA_= M c } 0 0 z LID O C U .0 as N ® d ® U U W Z > c Cn L J Y CD rn QDQ Q Y Q *X F— c O 1OWAWWMW . _® _c m c a> c a- &6 vi :c c� Q Drawing No. A1�7 Revision No -0 Date Typical Itzcanclescent Light (Mount 7 `-U" Above Riser I One at each Stair) 1 r ,r r iAm xs"Ie:a wP Electric Meter Location I i I 11 IJ rj b y� X �J L Drawing No. A1�9 Revision No. Date 9 N -L-- — — ---4 All exterior lighting show -non building Mans is to be metered separately from individual unitq. . Owner to.seloct whether to be yhoto cell, or timer. 0 W 0 z z C Cr 0Cf CO -0 0 ()_ LL - Er 0 0 iii /A4 --I LL z z > CO U) WCC N -L-- — — ---4 All exterior lighting show -non building Mans is to be metered separately from individual unitq. . Owner to.seloct whether to be yhoto cell, or timer. 2 X ■ �Z= WOMOMMM 0 20 L 0 Drawing No. A1�10 Revision No.A Date z C 0Cf CO C) W z > U) WCC �e (n C U1 LL CWC Tjg (1) @ Z F- U- -j 2 X ■ �Z= WOMOMMM 0 20 L 0 Drawing No. A1�10 Revision No.A Date u 1 rYrrrw��l . 4 III. ��P-ric�ls 41 k Drawing No. A2� 1 Revision No: Date } % i #: f t. j '� ,, ! *� �' ,, } % i #: f t. j '� ,, ! *� �' In 0lit- c C 0 f r_ In 0lit- c C 0 0 z °z CY c L U- 00 U cr 0 tg\ t " # el KA 11 r Drawing No. r r� ,fit" t J y ,.... Revision n r tg\ t " # el KA 11 r Drawing No. r r� ,fit" t J y ,.... Revision n g a•: � � tg\ t " # el KA 11 r Drawing No. r r� ,fit" t J y ,.... Revision n i y -� i ,fi SDG �� - `' , . 6 0 c, i 2 A 651" r�. v is F 2 34B r�. v is -- R T l "NERAL. , NOTES F l t*ar on soil suitable for s , i 1. FQc�tj.. aha . If Via. t� ft bear. 4 ;; •�� . �°��.� � t is e ountered, the qustxol�ableo l , - ' structural engineer shall be notified �. } 0~' f t - L, A � i diattly. _. r s >st lb... �r :�q zn ��,ruC.€� shall p � • ." , Alrel l co ...,:.•:; ._ � - r �~ of �8 ry s:3 aotei . ` � 17, IkA yip Detailing'1 ^1 .. v of l tw •• .. ...� e ...w:w,. ,...,. ..,,r�*.rew:v'&,R qh` - .. - : - �: fabC it1 p '� L -t- :, be �in accordancecirce<.! steel �hai 111' ,.ctri.taili: Manual- -_A I 13 ACI De -- with 3,1980 orm to t ex111 co:ci ete wc�r 4: shy rr -,� ACI 18 77. , . � C.I:aili Ccxie,A �t":J< < � astr :� 1L)t . all re.�tfc�rci �:ilf�`'w�`.+ i� �i�T"$t 5' a t,.;;c ,. ; ; . ;, - •.. ,, - .: ;�+" ». C. ri � ''✓ . � ._ '"� c larger shall c�rrifoi n zl t _ t� r� #�i a � 1 fie x .. _., �'+ '^y synnn yield) � � c�n� all � rw�»s jy P` - Grade 60 �1� `r/Li 4�.�`1:31 � %'' vw-' ,. , j' �* - :; ,. . ';. .,. '': !. .: y',i,,, ,- � - �,: �" A�61� . r � i r �� r • bars shall confoin toe 4U 3 (� _ • .ii 40 C)C}0 ,s Yield). . shall co,form tC? !Fri U_ 6. We lde<l wit mesh (Wt�f�! ) l ASTM A-185. PA E DII crete ate c noted) cQ � p r Crw �f' �� r E.hzls ,• ° • }� - > ', Win.. � .. � i ,,,+ .�. .,r+` .. «.- b. .. � ...• y:., t ion for reinforcing shall, e as r . �✓" ry 1� in the tt CC}(j''t318-77) t be neat. i Qot1 J , ��r�tj.o.� fcar f ng.3 shal9. Footi,,gsl be poured itzediate,l;r after exca dat.2o 1. S ,Ci• All reinfz ;,;t.eel rrarke 1 "continuous" j rc *hall be lapped 36 bear diameters atVON . .xf cor *_,rs or Intersection L a Cel and r3 i'�71:m j ) .� 1 � • _ with ; taar+l 9 bei ori corner bars. _ r fries at 1 Uii iii. r s 44 I Ip wei ke 2 r 3t1N.3 r r . �► y% . . is _ _ , ,Ide,s . " f t'oi'l - f_VI an lap ' bar s, at c41 e.,t.E i" o f r f .. y 1 �a ? o ch i t.ecturAi , FeCtrlCcil 3i r- dU ° mkc_ 2 '3 other add— t, _ - s Q jv� sc ven f?i� n�3nal leet 3nchClr r- 1a11.9 tticit�. C-ucturc � _ynot hortn on st p Mi t ne recduire .l. r � � C,rev d b1 » Al.lhc�pr�aw rat. stln 11 t app Y I ��! F✓ z tructural. e mer»the s� for the four .. the eQ 1crete f _ t 1f+» fest^e Placl:�3 i l report for , dation refer to the ses. p fr s x t �fi r } , ad ltalQz l inforriiation on the soil con- � ',,,r�0,r; f � _.. d3t1t , , fill anterial. construction i pcc rcitciLsr a,a�i c�tn_r re �. NUI. X175 t C��....••°•'',��•,,M",,. �''a ! - - I - - - ..... - ,m�,w.^ ,r •"i,- h rte,'- • t V r 1 Y ' : ## ., to Q y dw w cit° ` t o LU S v w to z t!? 0 d �r Li\l l �r I -AF 34.156 :..GENERAL NOTES DESIGN . FOUNDATION SHOWN ON THE ACCOMPANYING DRAWING HAS BEEN DESIGNED USING ACCEPTABLE ENGINEERING PRACTICES & IN ACCORDANCE WITH THE CRITERIA FOR SELECTION & DESIGN OF RESIDENTIAL SLABS -ON -GRADE , (GRAB REPORT). THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CON- CRETEA THE PRESTRESSED CONCRETE "INSTITUTES TEN- TATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS. w SOIL CONDITION CODE & PLASTICITY INDEX USED ARE NOTED BELOW. COORDINATION : 1.) BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFFSETS, BRICK LEDGES, & BLOCKOUTS ON ARCHI- TECTURAL PLANS & NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THE STRUCTURAL PLANS. 2.) THE. BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS FOR ALL OPENINGS, IN- SERTS, & OTHER RELATED ITEMS REQUIRED TO COM- PLETE THE FOUNDATION. MATERIALS .1.) CONCRETE IN FOUNDATION BEAMS & SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS AND AT LEAST 1500 P.S.I. AT THE TIME OF STRESSING. CONCRETEDESIGN MIX SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE RE- QUIREMENTS (AC1318-77) TO I NSU RE QUALITY CONCRETE. 2.) PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS. 3.} PRESTRESSING TENDONS WILL CONSIST OF SEVEN WIRE STRESS RELIEVED CABLE CONFORMING TO ASTM A-416. MINIMUM ULTIMATE TENSILE STRENGTH PRE- VENTIVE 'LUBRICANT & WRAPPED WITH PLASTIC SHEATHING. END ANCHORAGE DEVICES WILL CON- FORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4.). MJLD STEEL REINFORCING { IF REQUIRED) REBAR- ASTM A-615-60. WELDED WIRE FABRIC -ASTM 185. 5.), 4" (MINIMUM) CUSHION LAYER UNDER THE SLAB SHALL BE EITHER PERVIOUS SAND FILL OR GRANULAR FILL. CONSTRUCTION 1.) BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED & MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL BY THE ENGINEER. 2) PLACE FILL UNDER SLABS IN COMPLIANCE WITH F.H.A. DATA SHEET 796 &/OR THE SOILS ENGINEERS SPE- CIFICATION FOR THE FILL. SOILS ENGINEER WILL CER- TIFY COMPLIANCE UPON REQUEST OF STRUCTURAL ENGINEER. 3.) CONCRETE SHALL BE WELL CONSOLIDATED, ESPE- CIALLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4.)` SUPPORT TENDONS & BARS SECURELY TO PREVENT BOTH VERTICAL& HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5.) ALLOW 8" DIAMETER CENTERED ON TENDON AXIS BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6.) IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE, IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE STRAND. QUALIFICATION G ON POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1.) LABORATORY TEST ON ANCHORAGE SYSTEM, 2.) LATEST CALIBRATION DATE OF EQUIPMENT USED. 3.) LABORATORY TEST COEFFICIENT OF FRICTION ON STRAND. 4.) MIL TEST CERTIFICATE ON STRAND. STRESSING 1.) 3/8" 0 TENDONS SHALL BE ANCHORED AT 16,1 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 18.4 k PER STRAND. 2.) 7/16"0 TENDONS SHALL BE ANCHORED AT 21.7 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 24.8 k PER STRAND. 3.) 1/2" O TENDONS SHALL BE ANCHORED AT 28.9 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 33 k PER STRAND SPECIAL NOTES 1,} EXTERIOR BEAMS ARE TO EXTEND 6" TO 9" INTO UNDIS- TURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE NO. 1. 2.) MINIMUM CEMENT TO BE 4'/z SACKS PER CUBIC YARD. 3.) REFER TO THE LATEST SOIL REPORT FOR ADDITIONAL INFORMATION ON THE SOIL CONDITION SUCH AS FILL MATERIALS, LIME STABILIZATION, COMPACTION, & OTHER CONSTRUCTION PROCEDURES & RECOM- MENDATIONS.. 4.) SLOPE THE GRADE & DRAIN THE WATER AWAY FROM ALL THE BUILDING SLABS & FOUNDATIONS. (i) PORCH BEAM BRICKLEDGE PER PLAN, TYP."S" HOOK N F.F J V) (i z W m w eG Q W W O clw D � O w cz 00 oeV) CL a- ui Qce 5 1/.2' i O GARAGE ENTRY BEAM I 8O EXTENDED BEAM CONDITION TYP. BEAM TENDON (UNLESS NOTED OTHERWISE) _TENDON 1#5 CONT. #3 at 24" O.C: SIZE & SPACING 1.-6. ',_6" PER PLAN 1#4 CONT. 1#5 CONT. 1#4 CONT, op �.. Z :p TYP. TENDON ':.. CHAIR TENDON TENDON 1#4 CONT. Qy MIN. SAND •° #3 at 24" O.0 CUSHION ,,meq,• FLUTE 8' WIDE at 1#4 CONT. / TENDON LOCATION - 6 MIL VAPOR ONLY TENDON BARRIER 2#5 CONT. 6x6 #6/6 W.W.M IF NEEDED RE. PLAN it CONT. 4#5 W/ #.3 TIES at 24" Ct:C `2# 5 CONT. .COVER THE FTG. j W/ POLY BEFORE C POURING THE BEAM "_U,C 12 CHANGE OF FINISH SLAB UNDER 2' O" 3 �. • EXTEND 1 -0 TO CHANGE .OF FINISH SLAB OVER 2 0► EDGE BEAM W/ REINF, BARS V-6' VERT. REINF. 0 CONSTRUCTION JOINT SAW CUT OR USE CONTROL JOINTS MATERIALS TENDON 15 CONTROL JOINT 0 to ti O N x'r mow+ M. Mt; W <wx j_ /Z zw . 06 ZW~- a� cc O=0Z 000 Zia • ow m CD w Q O C4 �I C Cl) Qw=t W�x Z �w 3 � Z coo: n Lu Wim.. is o=0 ®0 OC z J 3 .l w fl �Qz (j)0o mzxx ■ ow ti -j UVW SHEET NUMBER _6 OF GENERALNOTE& (DESIGN FOUNDATION SHOWN ON THE ACCOMPANYING DRAWING HAS SEEN DES16NED USING ACCEPTABLE ENGINEERING PRACTICES &.1N ACCORDANCE WITH THE CRITERIA FOR SELECTION &.DESIGN OF RESIDENTIAL SLABS -ON -GRADE (BRAB REPORT). THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CON CRETE & THE PRESTRESSED CONCRETE INSTITUTES TEN- TATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS SOIL CONDITION CODE & PLASTICITY INDEX USED ARE NOTED BELOW. COORDINATION 1.) BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFFSETS, BRICK LEDGES, & BLOCKOUTS ON ARCHI- TECTURAL PLANS & NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY. EXIST ON THE STRUCTURAL PLANS. 2.) THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS FOR ALL OPENINGS; IN- SERTS, & OTHER RELATED ITEMS REQUIRED TO COM- PLETE THE FOUNDATION. MATERIALS 1.) CONCRETE IN FOUNDATION BEAMS & SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF2500 P.S.I. AT 28 DAYS AND AT LEAST 1500 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE RE- QUIREMENTS(ACI318-77)TOINSURE QUALITY CONCRETE. 2.) PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS. 3.) PRESTRESSING TENDONS WILL CONSIST OF SEVEN WIRE STRESS RELIEVED CABLE CONFORMING TO ASTM A-416. MINIMUM ULTIMATE TENSILE STRENGTH PRE- VENTIVE LUBRICANT & WRAPPED WITH PLASTIC SHEATHING. END ANCHORAGE DEVICES WILL CON- FORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4.) MILD STEEL REINFORCING ( IF REQUIRED): REBAR- ASTM A-615-60. WELDED WIRE FABRIC -ASTM 185. 5.) 4" (MINIMUM) CUSHION LAYER UNDER THE SLAB SHALL BE EITHER PERVIOUS SAND FILL OR GRANULAR FILL. CONSTRUCTION 1.) BEAM DIMENSIONS ARE.THE MINIMUM SIZE REQUIRED & MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL BY THE ENGINEER. 2:) PLACE FILL UNDER SLABS IN COMPLIANCE WITH F.H.A. DATA SHEET` 796 &/OR THE SOILS ENGINEERS SPE- CIFICATION FOR THE FILL. SOILS ENGINEER WILL CER- TIFY COMPLIANCE UPON REQUEST OF STRUCTURAL ENGINEER. 3.) CONCRETE SHALL BE WELL CONSOLIDATED, ESPE- CIALLY IN THE VICINITY OF THE TENDON ANCHORAGE. -4.) SUPPORT TENDONS & BARS SECURELY TO PREVENT BOTH VERTICAL & HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5.) ALLOW 8" DIAMETER CENTERED ON TENDON AXIS BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6.) IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE, IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE STRAND. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE -FOLLOWING: 1.) LABORATORY TEST ON, ANCHORAGE SYSTEM. 2.) LATEST CALIBRATION DATE OF EQUIPMENT USED. 3.)> LABORATORY TEST; COEFFICIENT OF FRICTION ON STRAND. 4.) MIL TEST CERTIFICATE ON STRAND. STRESSING 1.) 3/8" 0 TENDONS SHALL BE ANCHORED AT 16.1 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 18.4 k .PER STRAND. :2.) 7/16"0 TENDONS SHALL BE ANCHORED AT 21.7 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 24.8 k PER STRAND. 3.) 1/2" 0 TENDONS SHALL BE ANCHORED AT 28.9 k PER STRAND, BUT MAY BE INITIALLY STRESSED AT 33 k PER STRAND SPECIAL NOTES 1.) EXTERIOR BEAMS ARE TO EXTEND 6" TO 9" INTO UNDIS- TURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE NO. 1. 2.) MINIMUM CEMENT TO BE 41h SACKS PER CUBIC YARD. 3.) REFER TO THE LATEST SOIL REPORT FOR ADDITIONAL INFORMATION ON THE SOIL CONDITION SUCH AS FILL MATERIALS, LIME STABILIZATION, COMPACTION, & OTHER CONSTRUCTION PROCEDURES & RECOM MENDATIONS. 4.) SLOPE THE GRADE S DRAIN THE WATER AWAY FROM ALL THE BUILDING SLABS & FOUNDATIONS. PLASTICITY INDEX 046 SOIL CONDITION.. * EXTERIOR GRADE BEAM 17hX2Z INTERIOR GRADE BEAM * ALL TENDONS ARE 270 ksi 7 STRAND CABLE DIAMETER %/?,' VERIFY ALL DROPS & BRICKLEDGE THIS FOUNDATION IS SUITABLE. FOR THE SITE AND HAS BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED` ENGINEERING PRAC- TICES & SOIL REPORT NO. '-- PREPARED BY fAM.._. n - Spee "r MONO" 7 BtAkes mW Fa R %-TYP. TE.NUVN _J I r-114 ✓fv � CHAIR TENDON 1#4 CONT. : #3 at 24" O.0 4#5 CONT. ti .. MIN. SAND ��.:o a �,i ,. W/ ##3 TIES at 24" O.0 p CUSHION 1#4 CONT. 1 N •• . - FLUTE 8 WIDE at • • TENDON LOCATION V ONLY TENDON z 6 MIL. VAPOR Q BARRIER ------. �. 2#5 CONT w 2#5 CONI• - ¢, Q COVER THE FTG. w W/ POLY BEFORE r POURING THE BEAM N W .► R •_ 14 EDGE BEAM W/ REI+lF. BARS5 CONTROL JOINT EXTEND 11-0• TO � � CHANGE OF FINISH SLAB UNDER 2 -Q 3 CHANGE �F F�#�+1lSH SLAB C}VE 2 0 ® 1,-6" VERT. REINF. ~ INTO GRADE BEAM CL w : w � ' o� VERTICAL a; BAR W/#3 TIES at cc 24" O.0 oCc CL n. w Q .... o 0 o 0 e• O� <� C0 W '* C0 cr. It. . ta( Wox z 0) .i 06 _ Q 03 7 on ui+'w E� Z c^ J.. Qew DCZ V) 0 0 z x ,* 4NA avH Aff4ftM Hatonot Spee "r MONO" 7 BtAkes mW Fa .A=ewJW''toandPs b Physically► Hanle apaped P See Ansi A117:.1 for conformance to tree'gollowing subjects: •' Access Routes *,Showers 0 Changes in Level a Medicine Cabinet rD Parking Spaces & Signage 0 Toilet • Curbs •.Lavatory i Ramps Clothes Rods ! Handrails/'Grab Bars e Electrical Outlets i Windows e electrical Controls l Door Hardware *-mounting Heights e Exposed Pipes 0 Kitchen Equipment e Bathtubs a Appliances DOOR SCHEDULE 12.: �' -6 x 6'-8" French Door. 1 13. 3'-0" x 6'-8" French Roar 14.. 3'-0" x 6"-8" hollow Metal r - � D11��i1�17 d1'iif,��• WINDOW SCHEDULE G. 41-& High` (verify Width on Job) Fixed Tinted Glass -N GiLoit s lax L 2 - �% o L® Ger-II-►�'� V� 5 y. Drawing NO. CH 1e Revision No. 9 " 1 Date MONO" 7 tV4 -` w CD O z G S2 O 3 -0 -Oj -N GiLoit s lax L 2 - �% o L® Ger-II-►�'� V� 5 y. Drawing NO. CH 1e Revision No. 9 " 1 Date w CD S2 -N GiLoit s lax L 2 - �% o L® Ger-II-►�'� V� 5 y. Drawing NO. CH 1e Revision No. 9 " 1 Date Drawing No. GH�2 Revision No., Date �" r �lU ►ill-►v-�c�i-�_ r _ _`' f-,a...� z CIC - ! gj (11111 <Y u6 KA AW z I �: +www■ a { ,d ,-- t `,� Wh& '?i•tdt� �� i I 4S IIt� / ��oWt• {ii � r 4. q6jir 60, i �• a l•ta� eon f �.,` AV jot Ell. Io t �� c C/� --_ it ``� ,..� _....- Ino i"h G►�I�i►l�' �" 1411 p•lua v`- 00 —-''��►G ,t 4� i W►'� { i` _ _ i _ �r�1�At Drawing No. rEl a rl.� Gail• w f �J ►" aG '; W 0,1 � �tnr� ti; f V1 I 11/;�� W� Revision, Date h e _ c $. 0 a 0 17 1'/4 WATER r E NO T ES, qi I., t 01"M ri. ql "I'll, AVATOR I F s 1, COLD WATER ONLY TO L �LF lr)-,", ii m PLUMQI--NG RISER