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Home My WebLink About1250.01 Building PlansAPRON 757.-1' _ 410,0 IN, 4% \ \ St 04CMTE DRIVE � Y REs/D/N,, vy Q 2 x/71/ PROPOSED STORAGE , AND &N DECK / APPROX 415 Of. tsz �J 7543' SITE PLAN 5041-E: = 30_0 11 3(o95 ROWER DRIVE CARMEL., INDIANA 4(oO33 UJILL IAM50N RUN SECTION 5, LOT 19 1(0,845 5F. 5UN-DElcoill< PLAN REAR ELEVATION SCALE: 1/4' = I' -m' MATCH EXISTING Subject to compliailce w;ti; of State and Loci„ Codes DEPT OF C�,?h91� UNITY SERVICE;-� CITY OF CARMEL / CLAY TOWNSFlr; INDIANA Poland Designs, Inc. Copyright Q 2001 All Rights Reserved LF WILL IAM50N RUN LOT # I9 FILE NAME: HICKEY -0 PLOT DATE: 08/03/01 REVISED DATE: 0'1/03/01 0-1/20/01 08/03/01 SHEET NO. Am ii 4 1 IiU..� 11 z LU W• Q � � z� LU LF WILL IAM50N RUN LOT # I9 FILE NAME: HICKEY -0 PLOT DATE: 08/03/01 REVISED DATE: 0'1/03/01 0-1/20/01 08/03/01 SHEET NO. Am ii 4 1 VT CONC. POSTS (SEE ARCH. DRAWINGS) z 3 202 WOOD BLOCKING BTWN. JOISTS 0 CONC. POSTS (SEE ARCH. DRAWINGS) 4" CONC. SLAB w/ ONE LAYER OF 6x641.441.4 V 1 -LAYER OF 6 MILL VAPOR BARRIER z a 2" LAYER OF TOPPING MATERIAL 3 202 WOOD BLOCKING BTWN. JOISTS „,;; 3/4" EXT. GRADE T&G PLYWOOD DECK SLOPE FOR DRAINAGE o ' FIN FLR. D O -0 . 4" CONC. SLAB w/ ONE LAYER OF 6x6xW1.4xW1.4 ' : •• .. • .. . , , • ,. • . . • ... - 1 -LAYER OF 6 MILL VAPOR BARRIER a 2" LAYER OF TOPPING MATERIAL SLOPE FOR DRAINAGE 2x12's 0 12" O.C. 2x12's 0 12" O.C. w 3/4" EXT. GRADE T&G PLYWOOD DECK FACE BRICK FIN FLR. 0 0 -0» /8 A. ,�: ... ... .... • ' • •'•'' •: .yip 1/2" PLYWOOD SHTG' 2x8 BLOCKING 1'-3" EX. CONSTRUCTION •'mmummmmmkmmd » " 1��W 12x30 BEAM 2x4 N0.2 S.Y.P. SIMPSON STRONG TIE T & B PLATE 2x12's 0 12" O.C. 2x12's 0 12" O.C. LB212 JOIST HANGERS FACE BRICK 2x4's 0 16" O.C. I 2x4's 0 12" O.C. 1'-4" w 1/2' PLYWOOD SHTG' 2x8 BLOCKING i / 2x4 NO.2 S.Y.F. 1 �-3" EX. CONSTRUCTION W "SIMPSON STRONG TIE" W 12x30 BEAM T & B PLATE 3 1 1'-O" BACK FILLED AREA i LB212 JOIST HANGERS I n > 8 -2 1 2" N» I 2x4 s 0 12 O.C. ' GRADE VARIES 2x4's 0 16 O.C. 1 -4 0 - 5'- 10 t 5/8"� ANCHOR BOLT 0 24" O.C. MAX I 4"0 STANDARD STEEL PIPE 3 1 1' -Om p 1 a FIN FLR. 0 -8'-7 1 2" ll1T + + + + + + + + + + + • 4. t #4's 0 12" O.C.E.W ^ I 0 - 5'-10" 11 + + + + + `_� 4" CONC. SLAB w/ ONE PL. 10"x10"x3/4" w/ •, - GRADE VARIES 5/8"0 ANCHOR BOLT 0 24" O.C. MAX `V UNDISTURBED SOIL + + + + + + + + + + + �, LAYER OF 6x6xW1.4xW1.4 I 4- 3/4"0 EXP. BOLTS �, 8 ' --_- .. — a + + + + + WATER STOP TYP. �llll o + + + + , +3" 41' 8'-2" 8'-2 1/2' �' 4 #4's 0 12" O.C.E.W - + + + + + + + + + I FIN FLR. 0 -8'-7 1/2 - WATER 2" N UNDISTURBED SOIL WATER STOP FNDN. DRAIN 2- #5's CONT. 1'-8" #5's 0 12" O.C.E.W + + + + .: ' .•... ; ' . SECTION 4 + + WATER - - R STOP 3/8" 11-016 S2 FNDN. DRAIN 3._O» 3- #5's CONT. 4' 0" 4- 5's 0 12" O.C.E.W 1'-8" " 2'-0" #5's 0 12" O.C. # #5 s 0 12 O.C.E.W 25'-8" 5'-0" c, CONC. POSTS (SEE ARCH. DRAWINGS) 5 1 2" 1'-0" 1'-0" 1'-0" 1'-0" 1'-O" SECTION 1 3 2x12 WOOD BLOCKING BTWN. JOISTS 3/8" = 1'-0" S2 0 4" CONC. SLAB w/ ONE LAYER OF 6x641.401.4 1 -LAYER OF 6 MILL VAPOR BARRIER 2" LAYER OF TOPPING MATERIAL CONC. POSTS (SEE ARCH. DRAWINGS) aW 3/4" EXT. GRADE T&G PLYWOOD DECK z FIN FLR. 0 -0'- cn . • 2x12 WOOD BLOCKING BTWN. JOISTS FACE BRICK 4" CONC. SLAB w/ ONE LAYER OF 6x6xW1.4xW1.4 BACK FILLED AREA •' . 1p LAYER OF 6 MILL VAPOR BARRIER a 2 LAYER OF TOPPING MATERIAL GRADE VARIES ' 5/8"0 ANCHOR BOLT 0 24" O.C. MAX + + + "� »w 3/4" EXT. GRADE T&G PLYWOOD DECK SLOPE FOR DRAINAGE 1/2" PLYWOOD SHTG' 2x12's 0 12" O.C. •' FIN FLR. 0 0 -0 cn + + + ^ GRADE VARIES + + + + + + 2x4's 0 16" O.C. + + + + + + + + ^ + + + + + + 4 + + + + + 2x12's 0 12" O.C. 2x12's 0 12" O.C. + + + + + + 23'-10 1/2" $:' . + + + + + + ;. FACE BRICK + + + + + + + + + + t + + + + + + + + + + + + + FACE BRICK 1/2" PLYWOOD SHTG' 2x8 BLOCKING 11" EX. CONSTRUCTION + + + + + �, + + + + + + I t a W 12x30 BEAM 2x4 NO.2 S.Y.F. + + + + + + + + + + + + N o T & B PLATE N, #4's 0 12" O.C.E.W ^ #4's 0 12" O.C.E.W + + + + + + : 2- #5 s CONT. BACK FILLED AREA i 812,2S0OISTRHANGERS I " + + + + + + + + + + + + `V 2x4's 0 16" O.C. 2x4 s 0 12 O.C. + + + + + + + + + + 4" CONC. SLAB w/ ONE + + + + " GRADE VARIES " " + + + + + LAYER OF 6x6xW1.4xW1.4 + + + + ++ g 5/8 0 ANCHOR BOLT 0 24 O.C. MAX + + + + + + + 5'-5 1/2'% t N I 4"0 STANDARD STEEL PIPE 3 1 1 -0 + + + +H+,+± A. WATER STOP FIN FLR. 0 -8 -7 1 2 WATER STOP n " + + + o + + + + BACK FILLED AREA + + + + +a+ + + + + + + + + + + + + t #4 s 0 12 O.C.E.W ^ I 0 - 5'-10" • + + + + + + + + + N ° a a n ' ,. .. L. 0 x 10 x3 4 w - 4 CONC SLAB w/ ONE p 1 + + + + + + + + + + + + LAYER OF 6x6xW1.4xW1.4 I 4- 3/4"0 EXP BOLTS- + + + + + + + (TYP.) lll FNDN. DRAIN SECTION 5 ;►' WATER STOP " rn _ FNDN. DRAIN + + + -3.4.. 8 -2 8'-2 1/2' I �I I II # 3' -On 3- #5's CONT. 3/8• = 1'-O• S2 3- #5's CONT.- 3'-0" + + + +UNDISTURBED SOIL 5's 0 12" O.C. J #5's 0 12 O.C. + + + + + I FIN FLR. 0 -8 -7 1/2' 4 z CONC. POSTS (SEE ARCH. DRAWINGS) + + + y '• 3 2x12 WOOD BLOCKING BTWN. JOISTS 0 4" CONC. SLAB w/ ONE LAYER OF 6x6xW1.4xW1.4 FNDN. DRAIN WATER STOP = 1 -LAYER OF 6 MILL VAPOR BARRIER #5's 0 12" O.C. 3, -Oa 3- #5's CONT. 4'-0" 4- 5's 0 12" O.C.E.W 1'-8" " # #5 s 0 12 O.C.E.W 2" LAYER OF TOPPING MATERIAL FIN FLR. 0 O'-O"v 3/4" EXT. GRADE T&G PLYWOOD DECK _ _-_------_--_-_____ SECTION 2 FACE BRICK 3/8" S2 IF Ln w - BACK FILLED AREA GRADE VARIES 5/8"0 ANCHOR BOLT 0 24" O.C. MAX 2x4 NO.2 S.Y.P. Ti CONC. POSTS (SEE ARCH. DRAWINGS) T & B PLATE z u 1/2' PLYWOOD SHTG' 2x12's 0 12" O.C. » yo 3 2" 10 2-2x12 HEADER AT DOOR OPENING + + + + + + • • 2x4's 0 16" O.C. " + + + + + + 2x4's 0 12" O.C. 4 CONC. SLAB w/ ONE LAYER OF 6x6xW1.4xW1.4 + + + + + + + + + + 1 -LAYER OF 6 MILL VAPOR BARRIER + + + + + + a, 0 - 4'-6" EX. CONSTRUCTION QE 2" LAYER OF TOPPING MATERIAL + + + + + ' 04 r• »w 3/4" EXT. GRADE T&G PLYWOOD DECK SLOPE FOR DRAINAGE + + + + + + FIN FLR. 0 0 -0 cn _----__---- + + + + + M #4's 0 12" O.C.E.W _ I : ' + + + + + + + + + + 4" CONC. SLAB w/ ONE 2x12's 0 12" O.C. 2x12's 0 12" O.C. ---- ----- FACE BRICK + + + + + -. �� LAYER OF 6x6xW1.4xW1.4 �' 2x8 BLOCKING � n 1 -3 EX. CONSTRUCTION + + + + + WATER STOP FIN FLR. 0 -8'-7 1 2" I W 12x30 BEAM T & B PLATE 2x4 N0.2 S.Y.F. + + + + + + ' +' � L 5x3x3 8 LINTEL LLV "SIMPSON STRONG TIE" + + + + + UNDISTURBED SOIL / ( ) WALL BEYOND l 8212 JOIST HANGERS 2x4's 0 12" 0 C 4" " NDIS + + �' FNDN. DRAIN 1 SECTION 6 WATER STOP t Al 3 -O 3- #5's CONT. "1'-8" 5's 0 12" O.C.E.W 8'-2 1 2" #5's 0 12 O.C. 3/8 = 1' -Ow S2 # r_ 0 - 5'-10" OQ 4" CONC. SLAB w/ ONE EX. CONSTRUCTION 4" CONC. SLAB w/ ONE LAYER OF 6x6xW1.4xW1.4 2" LAYER OF TOPPING MATERIAL LAYER OF 6x6xW1.4xW1.4 N :g'' `•, 1 -LAYER OF 6 MILL VAPOR BARRIER 3/4 EXT. GRADE T&G PLYWOOD DECK - - ____ ---- __ �' ---_ '-- ___--___= #4's 0 12" O.C. FIN FIR. 0 -8'-7 1 2"� �{ -- M - AT DOOR OPENING — C9 tV UNDISTURBED SOIL 2x4 NO.2 S.Y.P. .' of 8" Z 2x12's 0 12" O.C. T & B PLATE _ z 3 2" 10" WATER STOP 0 2x4's 0 12" O.C. FNDN. DUN 2- #5's CONT. 1'-8" #5's 0 12" O.C.E.W O y. SECTION 3 REMOVE EX. WALL AS REQUIRED I o t 0 - 4'-6" ; ;:.. • " " EX. CONSTRUCTION 3/8 = 1 -0 S2 1 � SEAL 3 4" CONC. SLAB w/ ONE ^ '04 ,,,NWUnui1"�i 1 '•, o LAYER OF 6x6xW1.4xW1.4 �. �� 2 = FIN FLR. 0 -8'-7 1/2' ,��.}iSTEipFotiE`��,� U 4 �J , 1 : N o. r% 3 " =6090042 = 4 EX. 4 CONC. SLAB " I N ; , ' �- UNDISTURBED SOIL EX. FIN FLR. 0 -8 -7 �21 —_------- - • • • • .. •• c ... ... t t - t i�i0 F `�ND I A N �r••_ STATE OF j 4 ��• T--------- C� SECTION , ••,,,................ NA 6 WATER STOP ,,��O •i 3/8" = 1'-0" 82 1'-8" #5's 0 12" O.C.E.W N0. INITIATE RAS ION REVISION DRAWING TITLE DETAILS AND SECTIONS zr ��-- PARS ENGINEERING „HICKEY , INC" INDIANAPOLIS, 46250 DRAM 3C PROJECT NO. 2001.14 DATE 07/30/01 DRAWING N0. 3695 POWER TS 0 : 1 7 2983 DRAWN HMF CHECKED HMF `� &AwR"L> I f r%A 4 613 3 SUNII.DECK REMODELING.PROJECT� 0,2 1 1 25'-4"t V.I.F 25'-4"f 23'-0" 2" [—T.EX. FTG 0 —6'-2"f EXISTING FOUNDATION WALL FTG2" 25'-2"f V.I.F. LENGTH OF 2x4 STUD WALL 1 8"1 T.IX. FTG —8'-11 1/2"f 4" 12" 24— 2x12 JOISTS 0 12" O.C. NO. 2 S.Y.P " 4" EXTEND CONC. TOPPING HERE 2x4 ® 12" O.C. STUD WALL EXISTING FOUNDATION WALL STEP 2 FIN. FLR ® —5'-10` 1 ! I I BASEMENT WALL 4'-4" 7'-5"t 9'-7` 4'-0"f N N S2 IF NEEDED FILL THE S2 • f NEWpoog a» EXISTING OPENING TO FIT —,�—.....—. —..——..—..—..—..—.._..—..—.. —. —. PROVIDE A NEW OPENING . — . — . — . . — . — . — ^; — — — — — — ' — — — — — — — — — — — — — — I I SEE ARCH. DRAWINGS _ IN —.. ......—..—..—. —— .. — -- — -- —..—.. ...... T7 -rjT--r-1--T- r-'1--T--r'-1--T--r--- -- - -- - ---J•-----� J---L-J--1- jiI; I I I I I I ( ( I I I 7 17'-0" 4 00f I I 7 0 o I I l i 1 I I 11 1 I I I I I I. 1 11 1 1 1 1 1 1 1 1 1 1 1 I S2 I BASE PLATE: FIN. FLR ® —8'-7Lai `� a- C14 "' I I , _ i o N I PLT. 10 x10 x3/4. I 12'-6" ATE PROOF a, I I o, ; 1 N FIN. FLR ®-4 -6 w 4- 3 4*0 �' _ IS INTERSECTION N I I I I I I I I I I I I I I I I I I I I I IN I I I I. — I / — L- . — . — . — . — . _ > EXP. BOL S (TYP.) - T/F ® -8 -7 1/2" — — — — — _ I , , , , , r , ,, 1'_1 1 2 3 —2 1/2--. N —.—.—. • I I i 1 11 1 1 4 ST ND D I 1 1 I I 1� I I ;CM RD ( I I 1 11 I °° _ __-- 2x4 ®16 O.C. WALL ( I I o0 (TYP.) U.N.O. HEM—FIR STUD PIE LUN IPE I I I I, I I oo � WATER PROOF I I I I I GRADE OR PROVED EQUAL I I II I 1 I 1 I I CENTER POINT FOR12 x 3 B M ,{ �S 3 = 4'- i I �' ;� THIS INTERSECTION I I + - - - CURVED SURFACE I II SHADED AREA INDICATES BRICK LEDGE A--1- JE 1 �_ j_J— -i I - - ISEE BR CK GE PLAN T4'- -- r- 1-7 I I ,� I I � I X4'X1'DEEP" FTG w/ I I - +��T I I > I I----- ---� 4-#5 s 012 O.C.E.W.(B) L ----------- C14 I I 6 I I, , , , , ' ' , , , , , ,I I 6 }� 6I 6 " S2 II oo N S2 —i - 1o'-10" 6'-9" I I S2 ao —.—.—. —.—CI Ii i , i , , , i i , ' 1 1 , i , , i ,I I CO .1 — I 11'-2 8•f I I eo 6'-3 1 2" N C14PC, I I M 1 7 1612" 0 12" 5 -7 '" I I ,., 5 i i( 1 I I I ( I 1 1 1 I I I I I I I I III I 5 � 5 � I I 5 I S2 1 S2 .I L------ -fir- // --- --- 00 ON GRADE STR CTI SLAB LILL ;�� I N of 8 L ----------- C14- J-- t - -j--- 1 --- - -- N 2 2-2x1O's FOR HEADER 4 S2 GR. BM RET. WALL S2 --- -- R= 8'-5 3/4" S2 12" 3 » • 3 4 3/4` EXT. GRADE PLYWOOD DECK S2 I. 5x3x3 8 LINTEL (LLV) 5 1 2 T/F ® -8'-11 1/2" 2 -0 8" '-3 BELOW A 4 (4000 psi A/E) CONC. 7'_2 1 8• 11'-3 3 4" 7'-2 1 8" 8 W x 30 D GR. BM. 9 1 2" 7'-9 1 2"f 10'-1 "t 7'-9 11n UNDERLAYMENT SLAB COVERED WITH (1) WITH 2-#5's CONT. T/F ®-10'-11 1/2" LAYER OF 6 MILL VAPOR BARRIER 1•_4» 24- 2x12 JOISTS ®12" O.C. N0. 2 S.Y.P 5'-0" THEN TOPPED WITH A 2" LAYER OF TOPPING ( ) T/F ®-8'-11 1/2" MATERIAL SPECD. BY THE ARCHITECT 25'-3 1 2" OUSIDE OF STUD 4 1 2" COMPAC TYPE KEYSTONE FINISH FLOOR ®0'-0" (TYP.) RETAINING WALL SYSTEM OR [MATCH EX. FIRST FLOOR ELEVATION] APPROVED EQUAL. EXTEND AS 25'-8" OUTSIDE OF BRICK NEEDED BY THE FINISHED GRAD PROVIDE A 6" THICK x 12" WIDE COMPACTED CRUSHED STONE UNDER THE KEYSTONE BLOCK FLOOR FRAMING PLAN Q RETAINING WALL (TYP.) 1/4" =1'-0" 4 1 7/8' 1'2" 9'-0" 12" 1 7/8" 7'-2 1/8' 11'-3 3/40 7'-2 1/8" 1 I 25'-8" FOUNDATION PLAN p S2 S2 _� _�_ ._.- IX. CONSTRICTION WOOD STRUCTURAL NOTES: CONCRETE NOTES: _ I (Typical unless noted otherwise) (Typical unless noted otherwise) h I� i 77 1. Foor deck is to be 3/4 inch thick tongue and grove exterior 1. All concrete shall test f'c = 4000 psi, air entrained, S2 S2 grade plywood. Use 10d common nails at 12 inches on center in standard test cylinder. at edges and 12 inches on center at intermediate supports. 2. All concrete for footings and piers shall be normal weight 2. All 2 x 12 to be Southern Yellow Pine #2 K.D. Fb=1300 psi, 150 pcf. EX. CONSTRUCTIONI I L . Fc(perpend)=405 psi, Fc(parallel)=1200 psi, Ft=675 psi, . - — - — — — - — - — Fv=95 psi, E=1,600,000 psi. 3. All footing elevations are to top of footing (T/F) and are _ _ _ _ _ _ referenced to finish floor elevation +0'-0 . All footings to 3. All 2 x 4 used for stud walls are to have minimum bear on undisturbed soil or engineered fill. If soil at Fb=500 psi, Fc(perpend)=425 psi, Fc(parallel)=450 psi, bottom of footings as detailed is of questionable bearing j Fv=70 psi, E=1,200,000 psi. value, the Architect and (or) Structural Engineer shall be notified at once. i O C M 4. floor design loads: Live load =100 PSF 4. All detailing, fabrication, and placing of reinforcing bars ® Dead load = 82 PSF shall be in accordance with the latest ACI code and detailing 6 6 ; manual of practice. S2 S2 Wind pressure per UBC and Indiana Building Code — — — — v 5. G.C. to provide all required erection bracing for floor slab. 5. Footings have been designed for net allowable soil pressure — — — of 1500 psf. m STRUCTURAL STEEL NOTES: 6. All reinforcing bars to have deformations per ASTM A 615 and _ = of minimum yield of 60,000 psi. 5 ® S2 S2 (Typical unless noted otherwise) 7. Minimum concrete covers for reinforcement: M 1. All structural steel to be ASTM A-36 U.N.O. on structural plans. Footings 3 inches Walls 2 inches 2. Top of steel elevations (T/S) shown are above finish floor +0'-0" Slab on grade Top 1/3 of slab 2 1 3. Brace structure as required for stability during construction. 8. Lap all splices and corners 30 bar diameters (12" minimum) S2 S2 9. Concrete Contractor to set and install all embedded misc. 3 4 4. Steel fabricator to design the connections. Fabricator is to check metal items furnished by others, i.e plate anchor bolts. S2 S2 required stiffness of columns for end moment and axial forces the beam. All steel connections to be made with a minimum of 10. All engineered fill beneath floor slabs and over footings 3/4" diameter A325—N bolts or E70XX low hydrogen electrodes. should be compacted to a density of 93 percent maximum dry Omit paint from all connections. Fabrication and erection of density in accordance with ASTM density test D-1557. To erection of structural steel to be per U.B.C. and latest A.I.S.C. assure that all structurally loaded areas are adequately compacted, it is recommended that a density of 93 percent 5. All anchor bolts to meet ASTM A-307 with a minimum tensile maximum dry density (in accordance with ASTM density test strength of 60,000 psi. D-1557) be obtained in all fill placed up to the bottom of footing elevation. The compaction should be accomplished by placing the fill in layers not exceeding 8 inches in loose LEGEND lifts. Each lift should be uniformly compacted using suitable equipment for the materials composing the fill. COL.OR BM. CENTER LINE — - - — "EXISTING FOOTING – .. _ .. _ .. – SEAL 51 —0 3'-7 3 —7 1/8' 11'-3 3Z4" BRICK LEDGE ® -9'-0' 3 —7 1/8" 3'-7' �1 00" 01RFfN EXISTING FOUNDATION Foy B/L 0-3'-6" B/L ®-5'-0" B/L 0-7'-0" B/L 1�-7'-0" B/L ®-5'-0" — — — — — ��O ��•..G�STE"•. O ., 2 NEW FOOTINGS ----------- = Zr NOR 3 BRICK LEDGE PLAN Q AREAS THAT ARE TO BE = =6090042$ = 4 � /4" =1'-0" = 1 0 ADJUSTED TO INSTALL :,� STA7E of rf40 �� . 5 NEW 2" TOPPING MATERIAL ''��F�'�N ......"�.� ��`,� 6 fill mW 7 HIDDEN WALLS ----------- No. INITIATE REVISION REVISION DATE PARS ENGINEERING DRAWING TITLE FOUNDATION AND FRAMING PLANS AND HICKEY RESIDENCE GENERAL NOTES INC. 8722 GARONNE TERRACE, SUITE 3C PROJECT N0. DATE DRAWING N0. MUNMOM, INDIANA 48250 2001.14 07/30/01 SUN DECK REMODELINGo : 1 7 2983 DRAWNCHECKED S1 PROJECT 3 6 9 5 POWER W E R ��'�� I I��, �4 4 613 3 HMF HMF o, 2