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C T' WING NIJT O 719' I'll ;A"' 12'0 C — C" -(WRED CON4-EVJ CONCRETE ANI�fXM (SEE WW CEILING &--&WR-A40UNTtNG ffl-WALLAION - StQVQN tj SCALE : 1/2' = 1' E D. EDGE &STANCE 1ON fj4mdL1 SNDFM 01 ra A, ") NOTE FOR COUBWA77(2N OF SECTIONS HALtIFLOORICEXING MOUATNOSECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSIALLA1770N. ,-,Fww 37jjq ' 0 72" 0. C. CVT PANEL 2' 4' x P.2'- 3105-14 J." Alcor C -f - It CASEA 6E�Ign SCALE: 114 1 ILT 2' 2' 055: 70 ALTERNATE LEG L mmArm'- Al—ANGLE OR -T .080'3105-H154 SHEETMETAL CoW.-MANCHORS r: POURED CONCREW OR CONCI?EW 8L CK BLOCK 0 r-1, 0 - WAIL REOLORED CASE_C L , n) CONCRETE ANCHORS SCALE 114- = f- WIACMUT Cont. Alum- ANGLE V 12" 0. C 6063-T6 LOY Cot. Alum. ANCLI ILT 2' 2' 055: 70 ALTERNATE LEG L : 21 5. 055 C-0. Al—ANGLE OR -T .080'3105-H154 SHEETMETAL Arum SENT PLAIF 21 oft.. LZ CASE_C L , n) SCALE 114- = f- WIACMUT Cont. Alum- ANGLE 2' , 3' xAi093' 3105H-14 OR ---- 6063-T6 LOY Cot. Alum. ANCLI WM ANCHORSaT2' O. C. 114' CAP 4 VAMU 3- OR CONCPOURED RETE 9LOCK Mv-. WALL REVUM CASE Q SCALE. 114- = f - ]RACKS X = BUILD OUT DISTANCE (TYP) 21 oft.. LZ 4 4 4' ,07'1'24! SM7 ;( 0- C. Jt05-H14 OR 995J -T6 AUOY WIACMUT Cont. Alum- ANGLE CASE B (—Plan) CASE E (Plan).. END CLOSURES DETAIL SCALE: 114 = 1 FLORIDA BUILDING CODE (Ron High ValocIty Hurricane Zona 0.44167 em" 0.050 BERTHA ALUMINUM STORM PANEL (2.00" DEEP) DR"4 9Y.- IILIECOimc.� TERN EASMETAL SUPPLY, INC 07IM11 7 TE. Titur Tv4tmo & t"INFEVHN 4M CST ROWS OW WEST PALM HFACM, n 33407 17-097 PNONE, (561)2a9-8264 FAY, (561N54 -17FS mwmc Ab AL -- 1 .11 WALTER X 11LLrr Jr.. P -U. "-- " —.1 SHEET 8 OF 17 iuu�c (�r.) '• AgWCA(AE ro UAnAAr nuA9 u2crN 7• fn.1 Hx.X1+M11S n«n�•+r ms srnula • ,0 wr�3 r�w+r i rn.st*c m uaysw• m C3.-+rr ro uc^..>•+.4' :a Prov wwumc Q r2` WA 1Y WA �2' MIA 12" WA NIA NIA I (FOP) WA 11" NIA IA 12 r2" 12' 12" 12" 12' 12• 12' 1 (BOr1p11) 7' I7' N/A 12" NIA 02' NIA i2' N/A 12' N/A 2 (IOP) 7- 9' 7' 9' 9' 9' 9' 9' 9- 9" 9` 2 (1101/1.) II' NIA 9' NIA 9" N/A 9' NIA 9' NIA 9" NIA SI (RW) 9' 7" 9' 7' 9' 9' 9' 9' 9' 9' 9' 9' J (BOMM) 9" NIA 12' Y 12' f1" 12' 12' 12' 12" I2, 12' A (IOP) I7" 7" r2" 71" 02' 12' 12" 12' IY 11' I MOMW) fl' 7" 9' NIA 9' NIA 9" N/A 9' N/A 9' NIA 5A (MP) ri- 7• 10' N/A 12• N/A 12" N/A 12' N/A NIA NA,d NIA 9' NIA IO" M/A 12' NIA 12' NIA 12' NIA NIA 8' WA rA00. - 4: UP rO ID" NIA r2' WA 12' NIA 12' NIA NIA N NIA 8'-0' 660.0. -520 10' N/A 13 .WA 12' NIA 12' - - N/A N/A N NIA OR LES NIA 10' NIA I2" NIA 12' NIA r2' NIA NIA N NIA NIA N/A NIA NIA 11' 11' 12" f2' 12' 12' IY 1 NIA NIA N/A WA N/A 12" 12" 1 12" 12" 12' rp 12' 72' 8 (BDITOU) F2" N/A N/A a3 IS' 17' r2' 12' 12' 17' 12' 9 (1UP) 12- b" 72' Y 12" 11' 12' IY 12' I2' 12' 12' 9 Mono.) 12' 6' 10" N/A 12' NIA 12' NIA 12' NIA NIA NIA 10 (IOP) L1' 7' 6' N/A 6" NIA 6" N/A 6` N/A NIA NIA IO (BORW) N/A M/A 9' Y NIA NAA MIA NIA 9" Y 9' 7" 1 LA (1W) NIA MIA 9" ]'' 6' A' N/A N/A ]' ' )'IA II (EOH'01r) D' 7" 6 N/A 6' N/A 6" NIA 6' NIA MIA NIA IJ (W)6" 9" 7' 11 Isamu) WA 6" 1 NIA 6' N/A 6' NIA NIA N/A I IJ (BO/TON) MIA •.UAXI.UU ANCHOR SPACINGS ARE VAUD FOR J 1/2' EDGE 06rANCE FOR ED LEA TION J 1/2' REDUCE ANCHOR SPACING BY MULTIPEANG SPACING SROM ON SCHEDULE BY THE FOLLOWING FACTOR£ (NOIF__ WE . C() FOR SMAMT MCKRT 6 J-) FOR FH ,5 O=rTATMN it, -BE P0SSf8( , ItL'LNXED SPACING OBTAINED USING FACTOR SMALL Nor BE LESS THAN VAN" SPACMA7 INGMTEO FOR EACH ANCHOR TYPE Ar ANCHORS LEGEND. -. - F°ACrOR ACTUAL E. O. 7APCON (REGULAR) _S'.'. TAPG6W. PAIS Mir OR F '. [LWTE rM5 SOLID SET J. - 86 75 2 1/2' - 71 50 2" SO - 1 1/2' JS - A —I rn¢wwr - - .ImNa.A.rnu swnM[ roe c a . A r�2•. wwumc Q ,�P".. nAc9e6 SVIa sEr rclalmrr9" it' NIA fI` NIA 11' NIA WA 11" NIA IA !I" I'` 71" 1t' 7' Il" 7- 1 (80170.) I1" N/A 11' N/A Ir" WA N/A II' NIA 2 (MO ) 8' A 9" 9- 9- 9' Y 9' 7" 2 (80710.) 9' NIA 9'N/A 9' WANIA 9" NIA 31 (7oD) II' A' Ir' II' 11 tT- 1f' 7' fl' 7" 1 (70P) rf' 1' 1Y rl' II" 11' II" 7' ri- 7• A (Hoff W) 9' WA g• NIA 9' N/A 9" NIA 9' NIA SA (rOP) 5' 8" 7' N/A 9' NIA 8' N/A WA NIA 5 (80rro1l) 9' NIA to NIA 12" NIA II' NIA NIA NIA 6 (rGW) ♦60.0, -60.0 W TI 6' NIA l' NIA 9' NIA 8" NIA N/A NIA 6 (60TIW)p'-0' ♦800. -90.0 5" NIA 7' N/A 9' N/A 6" NIA NIA N/A 7 (TDP) OR LESS 5" N/A 7' N/A 9" /A 6" NIA NIA N/A 7 (80770.) WA NIA F2' 12" 12" 11" r2- 6' F2" NIA NIA 12" 12' f2' I2" 12' 6' 12- b" B (BOrrom) WA N/A 12' 12' 12' 12' 12, 6' 12' 6' 9 (FOP) II" A- Ir' II" Ir' 11 7" L1' 7' 9 (80770.) 9" NIA r0' N/A 17' NIA Ir" NIA N/A M/A 10 mw) 6" N/A 6- WA 6" NIA 6' NIA NIA MIA 10 (80770.) 6' A' N/A N/A WA WA 9" Y D' 7" IIA B' 1' NIA N/A WA NIA 9' Y 9" 7' 11 Isamu) 6" WA 6" NIA 6" NIA 6" NIA MIA NIA IJ (70P) 6" N/A /2- NIA 6• NIA 6' MIA N/A NIA IJ (80170.) ANCHORS LEGEND If ANCHOR 1YPE WCON (REGULAR OR SO) PANELUATE OR PANaMATE TVAS SOLID SET r111111F6AFF� FAp ? _T No, 44167 ONAL FLORIDA BUILDING CODE (Non High Velnrify Hurrlcone ZnnB 02017 rnrrm. 111 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00- DEEP) DoUHN er. 07/26/17 �L O ewe. EASTERN METAL SUPPLY, INC ate. 425B K3 F RD10; Ai Ti T TEsrWc A ENWREEP1ND COWAIr WEST PALU BEACH. FL 1M717-097 4..�w+.YSAHS n. vIII PIONS (561)709 -MA FAX: (561)6<I-1716 vSSA i]o3an ".I , '}�6. FP : (57];61 4-YSSI m. a va•.�ce. we w Tie .... ORAHING ND m SHEET 10 OF 17 + W/I I/2' - ' 7/A' d rAP'Gw5 /i r TAPcous !/i` TAPCONS _ FN, R�iFLL'ED P{,r, r.fiJN W.Ir 1,n' ,+q;•. W/F I/2' uw.. - T/9N. TaNLCEMAiAR EDLCE) ElH 1REHFTFxMyL To Me E11Sfoo MOOD THREADED PENETRATION TO EXWWG MOOD I' P zt fi4C WWO x.•790 I rTpD,ER. (SEE SY]'lmin HEADER. (SEE SCHEME) HEADER jSE[ Sw'NI;Ti4Xl 500' ?,. .,. 'Afro Adin., Aho. 41 + Nin. 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