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Home My WebLink AboutAPPROVED S-1.01 Rev 2z Of U m Of X � wC/) 5 54.01 12" x 1 5/8" x 16 GA. GALV. TB-2 (8'-4") STEEL STUDS @ 16" O.C. (B.O.B.=7'-4") W/ BRIDGING @ 1/4 POINTS Q 2 6 Y I Q� 6" CONC SLAB ON GRADE S4.01 II W/ 4x4-W4xW4 WWF CENTERED N m OR #4 @ 12" O.C. EACH WAY m m CENTERED, ON 10 MIL VAPOR 6 I S4.01 i II m , m ELECTRICAL ROOM BARRIER ON COMPACTED ROOF FRAMING PLAN . TREATED SUB -SOIL (TYPICAL) (B.O.B.=7'-4") 1/16" = 1'-0" in / \ ` / l / \ 4 / \ 5 / \ 6 / n \ 8 J \ 9 / 10 11 12 13 14 15 16 17 18 7� 19 20 w JV.Ul 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-(? 25'-0" 25'-0" 2 J 25'-8" (=j TS24.24 TYP. 1/2' TS24.26 TYP. N , r , N MW-1 IT 1 EXPANSION JOINT 1 1/2" TS28.24 4 EL. 0'-0" TI � 00 I� T.O. S3.01 S3.01 EXPANSION JOINT r r 1 r 1 r 1 r 1 r r 1 r 1 r r 1 r--1 r--1 r r 1 r 1 r 1 r MW-1 r--1 S-1- - - - - - - - - - TS28.24 - - - - - - - - - - - - - - - - - - - - - - - - TS28.24 - - - - - 3 - - - - - - - - - - - - - - - TS28.24 - - - - - - - - - - - - - - - - - - - TS28.24 3 - - - - TS28.24 - - - - - - - 2 F70 S3.01 S3.01 C q F70 q F70 q F70 q F70 q F70 q F70 q F70 F70 A I I A F70 q F70 q F70 q F70 q F70 q F70 q F70 F70 A I I A F70 q F70 q F O II II 4 Lo N I Al I I 12'-6» 1 1 S4.01 12'-6" 12'- 12 -6' I 1/2" 2 FOL EL. 0'-0" I 1/2" SLAB SLAB T T.O. SLAB C.J. (TYP.) EXPANSION JOINT C.J. (TYP.) EXPANSION JOINT C.J. (TYP.) F I F50 ^ ^ 6" II I I ^ ^ II I I CONC SLAB ON GRADE W/ 4x4-W4xW4 WWF CENTERED a >- n >- -I I N 7 OR #4 @ 12" O.C. EACH WAY Ln N I� N `� `� CENTERED, ON 10 MIL VAPOR I 1 I I ' 1 F50 d BARRIER d ON COMPACTED 4 I I c3 (3 4 6 2 TREATED SUB -SOIL (TYPICAL) 53.01 I 53.01 I 2 1 I I F z7t 10'-0" TYP. I I TYP. I I G)- I F801 00 C.J. (TYP.) I C.J. (TYP.) I C.J. (TYP.) -o' 4'- ' I F6080 SIM. F6080 F6080 F6080 F6080 F6080 F6080I I F6080 F6080 F6080 F6080 F6080 F6080 F6080 F6080 I I F6080 F8080 F80( o N N F� I LEA 2 r r r I I r r r r r I I D N 11 1--A.- - - - - 1 1 - c.-te. 1-'= - - -•= _ dam= _ ❑ _ _ _ _ - -4 = - T CO- L- - j = of S3.01 J L J L J 1_ J L J L J I I L J L J L J L J L 01 J f TYP. TYP. N 1 F N ;I ~I I; I~ II IT C.J. (TYP.) C.J. (TYP.)L C I I I 1 - (4) TENSION PILES I I L F50 INSTALLED AT S LOCATION ^ I I ^ ^ I I I I °° II ❑ ❑ ❑ ❑ II I I� I 106 0 6 r- N _T) U U 1/2" SLAB U U 1 1/2' SLAB F I I EXPANSION JOINT I I EXPANSION JOINT 2 OC.J. I I C.J. (TYP.) I I I (TYP.) I z I III z o I I III F50 I 1 1/2" TE-2 p 1/2" TE-2 I I 0 o I TYP. I I EXPANSION JOINT TYP. I I I EXPANSION JOINT I 5 I I 5 a I I III Q� N s3.o1 S3.o1 z III z (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 i 1 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 I I (E)F4 O Z(E)F4 /(7TE-2 I I (E)F4 5 1 1 (E)F TE-2 TE-2 TE-2 Co Co J (E)TS24x24 L L J J (E)TS24x24 J L L J J (E)TS24x24 L J Z J (E)TS24x24 J L7/L w J I Co J Co w� U w� H Q EX-B PARTIAL FOUNDATION PLAN (WEST)_ SCALE: 1/16" = 1'-0" (:I) NORTH 17 18 7 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 w 54.01 -0" 25'-(? 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" J 25'-8" TS24.24 Q - - - r MW-1 I I EL. 0'-0" , 11 i� TYP. 1/2" TS28.24 TYP. 1 1/2" TS28.24 N I� T.O. SLAB 0 SI N I 1 EXPANSION JOINT 1 F70 F70 EXPANSION JOINT S3.01 5 3.01 �I r I MW-1 I , r 1 r 1 r r , r 1 r r 1 r 1 r 1 r r 1 r 1 r 1 r r r cD 28.24 3 1 r-- -TS28.24 - ----- - -- - - TS28.24 - ----- ------ IS ----- ----- 3 r TS28.24 - ----- - - - - - - - - - - ---- ----- TS28.24 - ----- 53.01 O1 F70 A I I A F70 q F70 q F 0 q F70 q F70 q F70 q F70 q F70 F70 A I I A F70 q F70 q F70 q F70 q F70 q F70 q F70 q C 1 0 I I II 1 0I I 12'- 12'-6" 4 S4.01 1 12'-6' 1 12'-6" 2 N r� o 6 N 53.01 1/2" SLAB I 1/2 SLAB EL. 0'-0" ~ B 1 EXPANSION JOINT C.J. (TYP.) EXPANSION JOINT _ T.O. SLAB C.J. (TYP.) F40 o O _ - II II w U 1 P-1 (-2'-0") M ^ 6" CONC SLAB ON GRADE ,-. EDGE OF SLAB I Q 55.01 F40 ( 4'-8") I CL I I W/ 4x4- W4xW4 WWF CENTERED r r 0 0 OR #4 @ 12" O.C. EACH WAY _ _ r - - - - - - - - - - - I I I CENTERED, ON 10 MIL VAPOR I TE-1 \ I o Ln 4 I I 1 U U 4 I I 1 BARRIER ON COMPACTED TREATED SUB -SOIL (TYPICAL) 0 1 (3 - - 1 - - - - - - - \ TF \ I 1 N S3.01 1 S3.01 1 TYP. 1 1 TYP. TYP. TYP. 1 I 1 1 2 55.01 I I 15'-0" (SEE x 55'-0" FUTURE DIP POOL, ARCH'L DWGS. FOR DIMENSIONS)~ 1 OE 55.01 C.J. (TYP.) 2 -0 2 -0 C.J. (TYP.) F6080 I I F6080 F8080 F8080 1 S6.01 F8080 F8080 F8080 1 F8080 S6.01 F8080 F8080 I I F8080 F8080 F8080 F8080 F8080 F6080 B 00 1171 -11 1 1 1 N-, r r L /� 1� \- TE-1---. 4 o 2 --- ------ ----- ... - -� -----1 ..-. ---- -- - -- -- 2 --- . ;� ,---�/ DN 55.01� Ll 53.01 ----- L, -- 1 53.01 J 1�J L, L, L, � � 1 L, L, -� L L, L `:. J O ,J� I J rj rj TYP. rj rj rj rj rj rj o rj rj TYP. / o II w1 1i I III I I I I I I I I I I I I I I iI w IT I w I I N I I III P-1 (-1'-0") P-1 1 0) (- - B Iw Io I I I I I I I ~I �� I I I (4) TENSION PILES I INSTALLED AT THIS I C.J. (TYP.) I I Z F6080 (-3'-8") F6080 (-3'-8") M C -O FUTURE MEZZANINE FOOTPRINT 1 I I I 1 1 11 ULOCATIONN275'-0" I I 1Q (3) TENSION PILES q 2 P-1 (-2'-0") F40 1 1 1 Ioo ~o INSTALLED AT THIS 51.01 55.01 F6080 (-4'-2") (-2'-0") I M 100 1 100 I 1°0 1 1°2 1 1°0 I 1°0 I 100 I (wo I Ioo I Ioo .. Iao I� I I� I I� I I� I I� I I� I I� I CoC6 I 1 1 I I I I I Q 106 LOCATION o M I� I 1� 1 1 1� I Imo_ I I� 1 1� 1 �� I I 1 1� I I� �- I� (n 1� zco I I I I III I _TYP. 2 _ I I I I I _ I I �T- I I -I I - I _ I I _ _v III o N r _ I _1� _ I 1 1/2" SLAB 1 1 1 1 1 S4.01 1 1 1 1 1 1 1 1 TYP. 2 1 1 I I 1/2" SLAB 1 U 1 1 � I N UI 1 EXPANSION JOINT 2 11 EXPANSION JOINT I I w � B I III I I s4.o1 I I I I I I I I I I III Lu o " M I I C.J. (TYP.) I III z O I I I I I I N I I ASSUMED MEZZANINE I I I I I I I I I I 1 1 I I I I I I I I I I I COLUMN LINES 1/2" TE-2 I I I o I I I I I I I I I I I I I I I I 1/2" TE-2 I I I I III 0co F40 III oEXPANSION JOINT TYP. EXPANSION JOINT N . (-2-0)1 N 3 5z 0 N NI S4.01 _ (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 (E)F4 1 1 (E)F4 I I I I (E)F4 1 (E)F4 I I (E)F4 1 1 (E)F4 1 (E)F4 I 1 1 (E)F4 1 1 (E)F4 1 1 (E)F4 III ( )F4 iD E-2-� -J m J=1 -Ji -- -rL -J --rL TE-2 -� -J=1 --rL TE-2�- ■ rS24x24 J L L w J J (E)TS24x24 J L L J J J (E)TS24x24 L J J J L L (E)TS24x24 J J o - I D 8' - 0" 2'-0" 2'-0" 2'-1" 1'-11" i N i N O \ Co � D N f A PILECAP DETAIL 01.0Scale: 1/4"=1'-0" // / // / / // // // // EXISTING 10" FIRE ZZ // SERVICE WATERMAIN SEE SHEET S6.01 FOR TRUCK WELL AND CAN Co U w \XP I PY Al I DIM NS I ON5 W ITN METAI LO DINGNGNE FOUNDATION NOTES: 1) (E)F4 = EXISTING 7'-0" x 7'-0" x 30" THICK CONC. FOOTING 2) (E)TS24x24 = EXISTING 24" x CONT. x 24" THICKENED SLAB EDGE BU I LD I NC MANUFAGTURER IS I DRAY `I^I I N65. I F D 1 FFERENT, METAL 3) ALL CMU IS TYPE "MW-1" UNLESS NOTED OTHERWISE BU I LD I NC DIMENSIONS GONTROL 4) ® = HAIRPIN BARS, SEE DETAILS ON SHEET S2.01 . 5) SEE ARCHITECTURAL DRAWINGS FOR ALL CMU OPENING DIMENSIONS NOTIFY ENC 1 NEER IMMEDIATELY OF PARTIAL FOUNDATIOIq PLAN AST 2 6) FOUNDATIONS ON GRID LINE "D" HAVE TWO TENSION PILES, U.N.O. ALL ALI NGON51 STENG I E.JC�j, . : 1/16" = 1'-0" SCAL NORTH Digitally signed by Allen Wieder, • r PE FL 43444 1 DN: cn=Allen Wieder, PE FL 43444, o=Wieder Engineering, Inc, ou, PEF L 43444 email=awieder@wiederengineerin g.com, c=US Date: 2021.05.06 15:51:30-04'00' wied//ep (p-,fi9nc. ineepin J STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 N O N O Co 0 J H Co D 2 Of w a- 7 t6 �U O N N Q w 0 Z Q 2 Q z U O U w of O a) T a N cl' V Lf) (O I� c6 F-I w Om 00 rn C) M OLo l QLL J z u- -> O m Z O �o W Q O�i aJ z LLB L w I 1 N cn O ai a CO N I- a> m O cM M J .L LL U L o� M LL m -a rn _ -Id- m M J U LL J U C/)a t LL LL 0 Lo - -0 0 N N CD 0 L O Q a) Eo aa) - z �; m U� N N 0 p O N 11111101110(r.