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00-0664-015 54'-0" 1 . I 1 REVISIONS BY 2'-11° I tl 2'-11° _ I ■^,-5, 3'-2' 1 1 z I 1 L I_ a , p 1 p — 34'-4" Z.4/1 1 r WF-16 r 1 p 1- 1 1 . a U I T 1_ 1 ,_ , 1_ 1- 1 1- 1 ,— , G , .31-21 Z vro_ 1 0 I e = I , I . , . , , 5 _ / 1 4 -' F30 a p 3 0 4 - _ �!� D WF-16 --D `` - �, - - - _� 2° $-3 28-I + 1 Ld S-3 - w I /fit O O s s,l g' FZ -- -- -- I® 9-2) z IL Ld all 11 1111 ;a.__.a__ - --- -I6---------.- ■ I IC F3C W z ELq4- 11' ��" �— —� _r---- --- -- -- ------ - ( 4 i-I I ;4 a CN r-- 1=6030 r----- -----� F1030 F4030 1 1 U1F-20 v 1 I 31--_, 213-6 o Fr_ O 1 ° 1 -—-—+--►- 1 - - -—- - -—�-- 1S I I @ it) � i - N TB © 28-5 _-® ° ° 0 0 lw--r :2 L J ° I L �3'-0' 131-/11' 16' 1111 I EC %[) �U�1 m _j, ° W cn BTC, I w -----------a 1 I 25-3 25-3 .4 8' N TS I �J I I i 0) F_ I 1 ° IC '$ 8, I dam- �O I © I I I ° = 17 O N .DO I TYP. - I -1 I I I I I I I I I �— V) p) O O 9L Z M4 ,9 51 I - I O a N O o X 4' 6' I © Q ^ rn W ° 1 4' CONC.SLAB OVER 6 MIL.VI-aaEEN ° I I I Z ' I ON CLEAN FINE SAND SUPERVISED I I I I I . I � � � � � y I FILL COMPACTED IN 12' LAYERS TO 95% - - a 1 OF THE STANDARD PROCTOR DENSITY I _ _ m W /1 Z W •t 1 ■ i 1 ' 1 0 1,1 0 TEST REINFORCE W/ 6 X 6 WI.4 XWI.4 WELDED 4 X 4 WD. I _ _ � O � LI.J F \4-@ 1 _ = - FABRIC PLACED 1 1/2' FROM TOP POSTS , I I I I i I , I i I i ST EL BM. - �- W 0 U = 6' '_ ° 1_ 1 1 1 ~ _ I I I 8 'AMERICAN 0 af z U J 1 SUPERVISED BY GEOTECHINAL ENGINEER. "� ° FL OR' Ld TYP.GROUND FLOOR SLAB. `� "� r---� I 1 x „�- - S TOP OF DE K e• O O 71 EL. +10'-'i' o I$-3 EL. +0'-0' ° UP, 1 1 I , , I I I I I 1 I I i I I i z Q � Q z Ld �- 0 ° 1 ' I I I I 1 ° FOR ONNECTION BE EN x� �W U wo, FLA GE5 SEE TYP.D TAIL ® O (--.14,_0 1_ 1 1_ n 1_ 1 1_ a 1 1_ 1 _� I I I I i I I THIS$ EET I I I t_-/ o lo,D -- - -- ------- Q,�-20 - 3 - I p: 2"5 X 5'-0' 1OP 0 1 -0' 1 1_ ° '-6' 1 1 '-6' - 5'-6' ' ''PREFAB I ° 1 I 8° ° c ° I , I ° ° ° ° ° ° ° ° I © ® a 1 WOOD I ° I I _ i I I I I I I II _ 1 -' S10311HOdbaud° W"4 m'18'' m I FC "' N FC I STAIR _ 1 OF TAIR STRINGERS x�1 0 Z X 4-6 I-- - 3A ,n 3A ---- I BY OWNERS I _ _ U cc I F4030 n F4030 -� - I +10'-41) TO JOIST SEE 0 I I I I I ® ° ® ® RfCAN FLOOR' i Z 51-21� p -' 5 -2 ° -', I DLIKzS. O Z p t O 1 i I J PI PI PI PI ® 1 -' = O v'_ w IL ® ® O ® _ �® ® jC I 1 i I I I I `; ° z NE o 0 Z e o °° TEFL BM. Ii•- W ° ° I I I--� -- ------ --1-- --- -� --- 1 ° 1 `' e BY 'AMERICAN F30 cA ° -r I PI :r IYl _ PI P1 FLOOR' 3_ _ - e 18 4 F30 ° 1 1 I ® ---- t {- Z 8° ° 0 -- -- -- -------- .-� - -� ® FC , V>t FC ® 1 2 3 AI 1 �i} m 18' I ° _ ° 28-8 - - - - - o ° I 6lI 5 1/4' I X 6'-9' FC 1 �'I N N-LOAD RING, \ le "4 a 18' 1 ® 1O - c , , -1-----� I —' T OI�' 4 —' _1 ON X 61-9' I — _ , 1 1 1_ -� -1 1 , 1 p _ 1 0 ° tt I oo 8 - ( w 11 > /\\ 1 4 1 t` x J i I I I 5-3 -3. ' w 3 0 _ WF 16----- WF_16 © 0 Z cq X a o ° Fill i _ _ _ p o __ - -- ---- - ------------ ® 1- FC Q F2 � 8 1 C14 z 1 4 e -J -0 ® ® ® 28-9 a ® © O o 16' CHASE FOR PLUMBINCx L - W Lu F30 8(SIM.) lU e 1_ ■ 1 - tl 1 1 1 1 - I a. X41 0 $-3 o EL. x .\ cir 1 2' SLOPE ON I 11 -' I fL a 1 SOIL STATEMENT ( � o FAB WOOD TRUSSES 4' Q _! ' a FOUNDATION SYSTEM ONSIST$ OF MONOLITHIC SPREAD 13 61 FOOTINGS BEARING O COMPACTED LIMEROCK - - - 1` I I _ COMPACTED IN 12' LA ERS TO 989. OF THE MODIFIED 1 PROCTOR DRY DENSI Y'TEST"(ASTM D-1551) - 0 I - o 1 O U U z zz FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE , 0 W 1 � _�• L. - .1/2' _ ° I EL. -0'-9° F30 T I I SOIL BEARING PRESS RE OF 3000 P.SF, BASED ON a ARDAMAN AND ASS IATES; INC:CxEOTECHNICAL REPORT z y NO.96-3111,DATED 8/23 /96.REPORT RECOMMENDS R p. =269'iLBw. D SECOND FL ,OO F RAMING PLAN THAT THE BUILDING A A PLUS 5'-0' SHALL BE x( R p•�'=2697LBS. o - CLEANED OF ANY o ANIC MATERIAL:ALL SOIL lU.0 =1-108 LSS. D SCALE 1/4 = 1'-0 d o 8 WO D GIRDER $ =1'i08L8S. IMPROVEMENT SHALL E INSPECTED BY ARDAMAN O 0 Z IS-3 2 AND ASSOC. I ° I F3 I 6-3 W ° NOTES: �%--------- OF-16 --J A Z --------------- LLI (n ° ° ° 13 m� ° ° 1 0 " 2..TRUSS MANUFACTURER TO PROVIDE DEAD, LIVE, AND WIND UPLIFT REACTIONS FOR ALL TRUSSES AND GIRDERS. N FC FC 3: STRAP ALL "PIGGYBACK" TRUSSES WITH 14 GA.. BY 1" GALV. STEEL STRAPS TO EA. SUPPORTING TRUSS W/ 4-16d NAILS 3 ? INTO. "PIGGYBACK" TRUSS.AND INTO SUPPORTING TRUSSES.. c REVERSE _ 181-4" I_ ■ TB 9'-2') 28- STRAP. BY "SEMCO". NO. RTPGA820 T81+9' 2") to ' p Q ® A a 13 F R9 GI ® ND F L 0 0 R PLAN o t 1 SCALE..I/41 . SCALE 1/4 - ROOF TR�I�S �IPERIMI'OSED LOAD$ � _ of C } DEAD,TOP CHORD 15 PS : FILL W1 C NC. 1/4' 4' I/4'ANCHORF a HECKED 'BY DEAD;BOTTOM CHORD 10 P:SF. WELD PLATE. y LIVE 30 P.SF. DRAWN BY �, NOTE: ROOF TRUSSES BRACING _ W BASIC WIND PRESSURE, qz 31.4 P.SF. > W I.TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE "X": VERTICAL "X" BRACING COMPOSED OF 2X4'S NET WIND UPLIFT g OVERHANGS DATE �j/1-1/00 W $HALL BE PERFORMED BEFORE POURING SLAB. NAILED TO TRUSSES W/ 2-16d .NAILS ® EACH s_TERRACES $ C AMERICAN FLOOR' SYSTEM -663 P.SF. -528 PSF, w N POINT OF CONTACT, AS PER TPI HIB 91, PAGE 4. SUPERIhIPOSED LOADSREBARX6' JOB g(OS W "BR": CONT. 2X4 WOOD BRACING NAILED TO THE TOP NET WIND UPLIFT,ZONE I TRUS8E8 :'`C ® ,- ... LONG . 4 0 3'P/C o�- OF EACH TRUSS BOTTOM CHORD W/2-16d NAILS, W SPACING EQUALLY AS NOTED, MAX. 10'-0", AND -352 P.$F. 32.4 'fi.SF. DEAD 35 P.SF: m �L c Q, SHEET RESTRAINED EVERY 20'-0". NET WIND UPLIFT;ZONE 2, a STRIP 1>RU88i:8 GtIR -148 PSF: -60:1. P.$F. LIVE 40 P.SF: . � 0 W z C � W TYPICAL SLAB JOINT DETAIL n OF SHEETS OZ DE LOS REYES ENGINEERING, INC. t P�j CONSULTING STRUCTURAL ENGINEERS �� r"k r HECTOR DE LOS,REYES, P.E. FLORIDA CERTIFICATE.:NO. 33112, EB N0. 6705` l -- 1 w _ TEL,(3 5) 665S 2778 MIAMI. FM:, (305) 665-2793