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HomeMy WebLinkAboutBUILDING SITE PLANS- 15.1tr (TOTAL W1OTH) fz000" (EFFECTIVE W07H) s-119' (Tqr,�L KDTH) 0 ASAP CAKE _ sue- 01:2:ECTTlE W0771) THE � A _ r. STOW PANEL HAS BEEN DE5CNEV NY A_CCORaWCF )WH THE-9CWl-D1DE COUNTY-1994-FDO7 ly 4.473' 1 SOo- �,�I�� a u E - - I SOUTH FLORfdS BUILDfNG CODE, aF� 1.500` r 4.473' 1.500' S � YWO LOADS SHALL BE DETE7WffMD AS PER SECTION 6 OF ASCE 7-84 WIfH f 10 m P-k 8451C )KNO SEL770NLS ZJ)5 ZJT� R Cr FDR IMPACT AND F.IACUE R`,35TANCE H25 B�uf 1'FRlF7ED 6Y A ESPEL7LVfLY Q`- TtAF ABOVE A(ENT,,Q D CODE AS P& AALERIC4N � Z.0 • oczsar-DD xffm .030- THICK S R� t' z ALL S1FFl WEFT UCTeI nwun� z 125' I 3875- 4 © _-h" HEADER ° lJ SaeE : W -- r . GALVANIZED yN �ILYAN2E0 STEEI�ES7C LF9TILW Fy= 523 IaL-(AFTER R1xLEp ��r� ¢ 3 ALL ALUMINUM DGRUmoNS N S144LL 8E 606S-T6 ALLOY UNLESS OTi-iEFIytSE 1pTFp- 4. ALL SCREWS TO BE STAINLESS STEEL JOf OR 3f 6 SERE_ 2-125-BOL15 TO BE 2024-T4 ALUIJINUA! ALCOI; C&VAMgM OR S'TAWLtSS STEEL K.W 36 Asi RINIAfUM yXLD POINT, 6_ ANCHORS TO WALL SHALL BE AS FU LOWS (UNLESS UTHOMSE• NOTEV). CIA -HALF P/�hJ � (A) ro EYIS7ING POURED CONCRETE 1/4' Pf TAPCONS ,E gw-SET Dvra 5 AS AWNUFACTURED Br I.T.M!/BUILDEX srt'F . 4,2- - r- - 1/4- / ms-m FLEX SSy AN h 3'OOO' Max 2-560' 2.560'J. ?J a h 125' % e .075' o ' DFX- . z34o' rrN Z.6e1` ® - "U" HEADER A" Max, V. B.UI ) OUT sY-ALE : W _ t- ` SCALE : JIB'- I- . Af4,C CCYCRETE ANCHORS (SEE' SCIV U4 . r MAXW • • " u "1 • e s COMCRE7E ANCHORS (SEE SWEDE,w STORM PANEL UTIC'A! REVA ohr 1/4` Max G4p �.. f/f` Max GIIP i VARIES CHgRS AS AfINUFACTURED BY ELCO TE)aRCPL 11 z 7/8- CALK -AY ANCHORS. 1/{ ELCO male $ femak 'PANELIMTE• CR 1/4' p FANELU4TE ^ - ELCO mak PLUS' AS AIANLFACTURM Br pOWM FASIENINC:� INC AND ELCO M7RM RESPE•Cr r 3/5' < RED HEAO Dr9480LT saTff'AAajoRS AS 1WWUFACIURED BY LrW BUttDIX �- c I NOTES , c ,�P c A.1) AfIMMUM EMBEDMENT WO POURED CCYVLRE7E OF ELCO PANELMATES IS 2' FOR RED fi-AD 1APCON ANCHo1R OR CRE7E-FLEX SS4 LS 1 3/f : FOR IXT IS r T/7: FOR ELCO mok 'PMLEL IE PLUS' IT 2. U6" G1LK-m ANQ9DIRS SFW L BED SHALL Lip- PSWffTED. 1/4' o .AOMM BE� T oPOLWEVm A6NlALUA1 SYOLCD EMBEDMENTCRETE M AND T • JWNIRW w FOR WALLS WON No STU= EXLST ISO--. -- ) H CASE THAr P& AV slog PRMG ST CMV -7E FANE M OR PA4�RS X FOUND*ON 'TNE FX7STTLyC }1WL? OR FLOM ANCHORS STi4LL BE LONG EvOt 7i 70 REACH TIE AWN STRUCTURE BEHWD SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A T) ✓e A2) ABOVE 200' (B) 7O EA757WG CONCRETE BLOCK WALL. 384' - f/4' 0 TAPCONS k `W-s-r Dvwui• AS /k4NUFACTURED Br ErXIBRLDEX - T/4' F CfT-ff J 000- Maz- FLEX S54 Afi=RY AS AANUFACTURED BY ELCO maRCAY - 1/4" 0 z 7/6• CAS yY ANC}LORS OR i/4' 0 ELCO ale & fomalo i�M!£LbLg7E' OR T/4' k�V,3 " ANGLE BUILD OUT 6?RACKEET C ELCO male 7'ANQAGtTE PLUS' AS AlANUFAC7LF3D Br POMW FASWWNGS, JNC AND aco 7LXT1l7Y RESPECTTVfLY. - 3/6' F RED HEAD DYN48ocr SLEEVE ANCHO.gg As AmuFAC[VRw Br LrX: luTLcEy SCALE: 315' .- I' NOTES _ - 8-1) iwmwUAf EMBEDMENT OF rApcw Amn-om ELco PANELAKM ELCO •malo i'ANL7JtGt1E PLUS ; RCD HEAD DYNABGrT AND CREIE--FLEX S54; INTO 7Tr CONCRETE BLACK nS UNTr SHALL 8E 1 114 12) 7/0- CALK--m ANCHORS SPwLL BE EMA?ELY E71oWDED NW THE CONOZET aaD UNR_ UA'IT NO EXBEDMEW Nm STUCCO SHALL BE pERMIrA.f/.f- T6B' b I-20 SCREWS USED gtmL br I. T/Z LONG Uky'U.S{F SHOULD STUCCO E)ZT A1NO f'JMkUAe FOR WNIS W w NO S/i/GL�O- p N B.3) N CASE THAT PREC451' 570W OR FT�TAST CONCRETE PANELS BE FWND ON HL EXLSDIVC yyq(L, pNC/fOR; SKNl. BE LONG ENOUCH TO REACH THE LAW STRUCTURE BEHIND h SUCH PANELS. ANCHOR 1-e SHALL BE AS MCS7ED ON NOTES m 8.1) rE B.� ABOVE " .r �O b (C) ANCFIORS SHALL BE INSTALLED FDCLOWING ALL QF 774E RELYA4JMENOg770NS AND SPEgF7CAT10K5 OF THE ANCHOR'S MANUFACIURDL ALTERNATE LEG LOC 770M � 093' . 7. PANELS A(AY ALSO BE INSTALLED HoR2MrALLY. FOLLOWING RYSTA LA77011' LLTALLS 5710Y(N ON S✓FCIIONS 1 TNRU B (SNE2T 2 & 3 OF 9) Exapr 7NAr mcais -. 3 4 &,,4u NOT 9E USED. M1h z000' LT. fr SHALL BE THE R£SPONS1BNJfr � THE CO Sf{U17FR LS TO BE ATTACHED TO AYSJI(i£ N 70 � � at E A fro WHERE 0 ©x ?* - L950'.. _ . ,.:-.. _ . -. - - - ® -J TRl� a rC G[ C : CONCRLT$ ^BLOCK DR H{700 fiIAA/E BQLD ANCHORAGE xx r� ATTACHED 1� 9.StLLITLFiT HM(UFAL7VRE� LABEL SPANl p T 8D - srALEo w7- f" © BE "F". �h1G� I 1pACK �. 4/°'' ►' .9-5LAVSHALL READ TU FOLLOWSCH JLIKTID PA1Y2S N/ t/,4'I >: - . i. EASTDW MEDAL SUPPLY, WC W/ 7/6- X 31m- XM LAKE WOR79 FLORIRA 4, ` A SPML UH2MAPS v --) •00•3' f.3Ff' MIAMI LIAOIE COUNTY PRODUCT C NTRCL VFD . .09J' �— 1/4' i J4I sFRLs j' S S. 5TW Rn27ED TD • I p ^ SW ?ECIViS` ti Sw R`TM 1 e ' zoor Q STUDDED ANGLE F .f25' 0 o • n A L =' - I � I D9'" . L- h .063' -093' VARIES KE ����7T-� ���� � ® _ Y HOLE AT P�41�'EL -—Li SJUD I / DIE CAST ZINC NIcra PiA7ED YANG NUT 13P4 SANNED BY st. �-.udz Cc m APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING CODE DATEO(0 ZOOI BY 6.6?5 / Ls15' ?RODUCT NTROLDNISION t = Min..05' BUILDING CODE COMPLIANCE OFFICE �F KEY HOLE WA,5[1ER ACCEPTANCE NO. bJ -O C) Jf0—HlN Alum,q.wr sCvE : J/c- . r• p,(►Wl DADE COUNTY 24 GAGE GALVANIZED BERTHA AS SHOWN STEEL STORh<, PANELS SCAL-i T T 7/1D/OO ' � � ....� FiE_�TFT?A.�..-f�'�T'Ae �fPI•ami v .,,«, . . CONCRETE ANCHORS ---. (SEE SCHEDULE) - POURED COONUVLtt� -- - - REOUIRED CONCRETE ANCHORS - -- — - (SEE SCHE7ULEy n� POURED COM:RETE REO01RED CONCRETE ANCHORS - —1 -- (s'E SCHEDULE) poupm o /—y o) Cone ZJJ ConL I I REOUW�ED n 2 coot I CaYCRE7E I hZ REQUIRED (S--E SCHEDULE) l (SEE' \\ I FOR MVIULW I I SEPAM77ON �• I FOR MINIA/ N ( sC}IEDUCE) I TO� �' I li7R > I�' I (sE� s Ei z " I FOR UIN UUM I . q s roO� 20 I �SJKS yY�7/8 z3/�Z I y `rI4 f -20 if I,I�P ,� I ►, il�a/ I I Vflo -20 x 1 z" a j QSw I f WQ T/x31x- Q U EYF]UY �u S.SALS W/ 7�x3 I tiT7iCAP I 4 *WG! NUT a BERY�` fTN1SIIID H44LL v --- AVflRLAP Q UWPAN I tj I Q w SIUrw) I [, b I BA 3/f_` BOLTS f q / 75 W % C7 x s/. �z X/TNC NUT O I k M YcB" NUF x I 0 1z' Q a POURED ( I I rz' o_ G PormED 1/-(' s-20 x slr • I q I POURED CONCRETE CONCRETE 9CL7S: W/ 7/B x E6N RETE ' ' `:`' I OR CONCRETE ' I OR CONCRETE 5/JJ2' WWC'NUT D I 9 I r' CREft`; BLOCK WA/L BLOCK WNI 12" O. G 'WALL:_ REQUIRED / oni REQUI I?EOfIlRED � I . t REOUlRID I POUREDCONCRETE OR CONCRETE BLOCK WALL I REQU64fD h / 5 ConL' GnNCRET£-'N1CI7tr//.JS' `� o J' Afa . (SEE SCHEDULE) CONCRETE ANQIVAOWRE 9 ConL (SEEULo I & Coni I o� CONCRETE ANCHORS ` 1/r' s-z�r/z' sslu� (SEE SCHEDULE) o k I W/'N(? O 12" D a CONGiEIE ANCHORS SCHEDULE) 1 ConL SECTION o wcHoR WALL MoUNTINc INS7-A.ALATION _.. .T :BUILDIhfSA TIoN S , s/a•e r• _ . �E010� 3 s : 3 ----_ 1• ... _ . - SECTION 4 s�arF . J�a• r' I � I T 7�OL7 z� APPROVEDAS COMPLYWC WTrH •dye 8I AW9 x r a SOUTH FLORIDA BUILDING CODE • . 7,2' NUT c DATE" (o /() pp f I Tz' O. G �. l r- D. EDCE DYSTANCE BY POUIifp / Q (SEE SCHEDUI� ON ORcR7 CONCRETE I o b SHEETS s ,5 7 U7- s PRODUCT C �TROL DIVISION BLocK Vd BUI�YDING CODE COMPLIANCE OFFICE REOCU RED �{� I r ACCEPTANCE NO 9 ConL f MIAMI DADE CDUh�TY sEcrroN a,p 24 GAGE CALYAMIZED BERTIPA AS SHOWN FFCIRErIN4TTONOFSECFI0I.S STEEL STORK( P�.iVELSY�h ��ING�INS�M L ILAA �7r-fof& ETUNG M0UN7TNG-SE-CTIONS CQ1 BE! � ON ^- - NY WAY TO SUIT ANY Il�STALLAROOM r� � [; < r� Ra. 7/1n/an CONCRETE ANCHORS -(SEE. SCHE)ULQ'- - - ', POURED - - - --- REQUIRED -Is 4i 1 Cont S S. 1VACHIME• - o BOLT W/ NUT WASHEI? h 012'O_G T ` A,Or< f^—(SEE SCHEDULE) FOR AII'll"U" SEPARtT UN "S` i TO CLASS A,-- 1/4' P 2/x a?x J/s2' t SS X {Y T f WING NUT Q EYERY OVERLAP O MIDSPAN A I 1/f- P 20 x Jf4` - . BOLTS_ W/ 711 x f T/32 WING NUT I � 12` 0. G AL7DM7E , •, LEG.LOCA7)DN CONCRETE ANCHORS - -- (SEE -SCHEDULE) --- POURED CONCRETE REQUIRED { l ' I O I Coast , 1/4` f9 20 z t 2`—� SS_AC C W/ 7 B' z 3/32 WING NUT 0 Y OVERLAP 0 M/DSPAK '- Q (SEE SCHEDULE) 2 FUR MINIMUM TO GLASS I g Cont j to 2 4 Y4" P 20 x ' BOLTS W� x 3J' W/INNG N a _ 12' 0. a O k CONCRETE ANCHORS - (SEE SaYEDULE) --- E- 'D: Ei D. . , !'OIIREI) CONCRETE REQUIRED r� I I I'I • `'I 1AL7FRN4TE LEG LOCA770M l0DR S CanL t 20 x 3/4' BOLTS f j 7/B' z 3/JZ j WWc NUT 0 12' CL a 1/4" f 20 z 1 2` -� SS�ItI S W/ 7 B` x 3/32' OM?LAP as wDspW i (SEE SCHEDULE) FOR MINIMUM 56-AR4770N '5- 70 CLASS f-20 x 3/4` BOLTS CALK -IN OR ELCO male/female PANELSIATE OR mole PANEL U4TE, PLU4 104 -_E-20 SIDEWALK-BOL--T GYZ-�- r/4 "s 2D TI?USSHEAIJ BMr = (SEE SCHEDULE'FDR SPACING)POURED CONCRETE OR CONCB - REI7U/RED -\�, o l 4i i f L'J 8 4 c (SEE SCHEdXE) IFOR MWIM W SEPARA7KNl''s- TO GLASS 0 20 xe It- SS6CS !Y/ X WWG NUT OVERLAP a MIUSPAN POURED • J .ti] t. CONCRETE : o 1 .� o �E in o NG NUT D .� OR GY�NCRL�E : %j'.', O� S POURED --� W POURED BcocK•WALt ..� ; �TTT '// Coast l REQUIRED ` i • - - _._ r ` Alas /� CONCRETE ANCHORS i F.000' (SEE SLifEWLE) OR CONCRETE — ;6LOCK WALL AL1 ER1VA71VE REQUIRED { , .' :� 1 4` A4ACNINE ��2;VO cE WAVIER PoURFIJ CONCRETE E D. 1- MXREIE ANCHORS { l I l I • LEG LOCATION l E :CONCRETE .Atf d!Z( (SEE SCHEDULE CUT 1 ConL IOUIRED (SEE SCHEDULE) u CALK -IN OR ELCO mala/fomala�_ PANE-WTE OR mafo PANE71AA7E PLUS , POURED CONCRETE-1 REQUIRED E. D. }l(1/4 P 20 S7DEN" BOLL" OR v INY/r/4 20 n __. ... UIL.O BUT INSTALLA tIOf� - p r✓�IU�G � ;� 0 !v[ OUf7-Ti<l•Y•is. TTtussttF.4D BQLT (SEE SCHEDULE FOR SPACING) .. CTI01� _^ SCALE J/B- _ _ - -_ -- I NSKALLA ��.�.. / 00 IL6i Gr -- In O�Ir, TfING WALL W0117MAW . fP�S L L� ?�IOi�. �1. - �...... : r- - ROM - SECtION 6 _. _ • INSTALLATION - SFCRON 7 -- SEC YON 8 SCALE : 3/8` .� 1' : SCALE 513"SCALE 3/B` 7' . _ E D. = EDUCE DISTANCE (SEE SCHEDULE ON THEFT 5, 6 7 OF 9) H. FNOTEFORB/NATION OF SECTIONSEXING MOUNTING SE2770NS CAN BENY WAY TO SUIT ANY 1NSTALL.471ON r� APPROVED AS COMPLYING VVITHTHE SOUTH FLORIDA BUILDING CODE DATE CYo� BY V,`— PRODUCT WIMOL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCEN0.00- 0919, (b SIDE WALK BOLLS ARE V4, Ox3/327tt/; HEAD MACHINE SCREW W/LENGfi1{ AS PER NOTES A2 & 92 (STIFF- 1) TRUSS HEAD BOLTS ARE 1/2"rxT/871ECK HEAD MACHINE SCREW YY LENGTH AS PER NOTES A2 k 8.2 (,SHEET 7) / -7,-,-,Ti -�-74 --, - -et -7- - \ IrpWt DARE COUNTY 24 GAGE GALVANIZED BERTH4 ,as silo l STEEL STORU PANELS SCALE -,A CTr-9A,r UZ-rA- f c-6►ezrnn uo ea .w. 7/10/00 POURED CONCRETE OR CONCRETE SOCK WALL VARIES 51 REQURED p{ CClT PANEL ORVRED CONCRE7E gg POURED CONCRETE CONCRETE BLOCK !MALL k CaWRET E MOCK ri'ALL \ REQUIRED REQUIRED 1' Min. 4 CONCRETE ANCHORS l CONCRETE ANCHORS h t �° 12- 0. C. IX 0 f 2' 0. a - 4i O v� O 9 2' z 4' x . T25' _ - . 2 OR t .7 1 OR ® 1.DO0 31.05-H74 OR 6063-T6 ALLOY 'Conf. Alum- AN �o \� �O�OOR 8 - � 2` M.a: ` � � 2' x 2' z .055' TO ALTERN4TE LEG LDCAT)OY 2' z 5' x .055' Cont. OR ® Alum. ANGLE ot? .060' 3105—H154 SHEET METAL Alum. BENT PLATE BC>ti'.f" 4' x 4' x .072- _. 0 C J705—Hf 4. Of? 6063—T6 ALLOY - W/.KQWuf Coot Alum ANGLE CASE A (Plan) 1 scALE 1/4 ` = t ` CASE 6 (Plan) CASE C (Pf ran) SCALE 1/4' = t' MAMrUM DESIGN PRESSURE RAT[NG (p.s.f AND CLOSURES DETAILS CORRESPO.NDDI-G MAHMUM .PAN.EL LENGTH I " SCBEDuW 2' x 3' x .OB:i` 3105 11—li OR 6063—T6 ALLOT' Cont Alum. ANGLE � W N ANCHORS B l2- Q C / f/4` W - PoNURED CONCRETE CONCRETE BLOCK WWL REQUIRED .9WUUM DESIGN PRESSURE R4ANG :_ _.___► .(p a !) Max PANEL LENGTH L (fL) (SEE SECWNS). _ MINIMUM SEPAMWN __ z. Td cLAs�_.. APPUCABLE W SECTIONS i70J�► .._ . OF THpI . - -T-66.0, —76.0 7'-6' OR LESS .3' 1,Z3,4 5 do 6 +60.0, —70.0 >7'-6` TO 6'-6' 3' 1,2.3,4.5 cti 8 +66.0, —76.0 7'-6' OR LESS 3 3/4' 6 c 7 +60.0, —70.0 >7'-6` TO 6-6' 3 3/4' 6 7 APPROVED AS COMPLYING %MrffTHE SO= FLORIDA BUILDING CODE DATE �0 0 13Y CASE F3 (P6ld,17) PRODUCT C NTROL DIVISION E BUILDING CODE COMPLIANCE OFHCE SCALE: 114 ` = 1 ' ACCEPTANCE NO. , — q� hf,4 I WE COUft7Y 24 GAGE GALVANIZED BERTHA AS SHOW STEEL STORM PANELS SC4X • • 2••Ir-i�- we. ®,- vSn Art—ner e.r-,-.. _.'---- -- - 7110100 axza,✓x • GLSJCN Lo1D . %+'fRc.CJ . LEW BlW1iX .SEC TLKYI`6 '. . RED ro .srair 7D cAvcR£7s JD mismw 7, NIA r2' NIA 12� 12• 12' 12' 12- NIA ►2' N/A 72" 12' r2- 1Z' WA 1Z. NIA 11` 1Z` 12' 12" +60.0. -6f.5 12" WA 12' N/A 12' 12' 12. r2` 12- WA 12' NIA 12` ►2 12' 12' '12- WA 1z' NIA 12 ` NIA 12, N/A 12' WA Iz` N/A WA WA WA NIA r ME laipLT x AKVMW Atjo4oA� CRETE-FLEx -TD ccwcaL7E rz' 12' r1' .SR1G`!G ssf :m Ii4S4 t1' WA. f?' NIA - --_ 1TAY E O - ELM 7EaRCff - tE 7?YlEiJiRE . -7a-utsz�vrrr '72' . N/A 12- 12 11' WA 12 ... — ro- TZ` 12' r1' RWDJf'_7r fits WA". i2' WA - 12, —f" 12 41A JZ' WA iZ• WA 12' 12' TZ- 12' 12' 71' i2` NIA 11` MIA. 12' WA 12' 12'' TZ' 12' JZ' 12' 12' WA 12' WA i2' N/A 12• 12' 12' 11' _ 12` 72. iZ- WA ►Z' NIA 12' WA f2` N/A 12` WA f2' WA fZ` WA 11' WA 12' WA WA WA 1z` 12` 12. . rz' kC f.Kf ANL7{ggs SPAMa ft14 E 0. J 1f2' » ETZD 7El7Rgy 1O11EU r'irrtxnc APFCJCS rE 7D 1D.0 ¢?E m u rWir wl�awrAw LENCM t- I2' NIA ' I (I lqP) 11' 12- f (BOTTMO 7T` K S 12- J2 1 " (BDT7D79 12- WA 3 (TOP) 12. 11' 3 (BOTTOM) 12" NIA 4 (710P) 12` - 12" 4 (Bo770J(J 12` WA •5 (TOP) Jz- 71- -5 (BOTTOU) I2' WA 6 (1tp) tY WA 6 (BOiTO1(T rz' WA 7 (TDP/BOTMW) 12- 12- S OWIBO7jCJlIf) **UalMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DISTANCE. FOR E: D- LESS 7HAN 3 112 . REDUCE ANCHOR SPACING SY 6 =o' OR LESS AfUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE ; Min_ E D_ FOR CALL K-iN ANCHORS IS 2 12. l=OR THiS OPER4710N TO BE POSIBLE, REDUCED SPACING 08/ _E7J USING FACTOR SHALL NOT BE LESS 7HW MiiNIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND_ ro ernr sar re�ccrs 10 XCOW Rm ro staw Tv m rumwnr w ewrx-TE m 1�uq err arE MALE 7E PLUS Po u utu�cw iZ` WA Tp i2' N/A iZ` m xascxm >o eavcxtle m uu n m caycne7E m AHC�� L wzu t�(rTa it, WA lZ" WA 12' WA 11' TZ' 12' J2` 12` 11- WA T (7lIP) 11" WA 12- NIA 12- WA J2' NIA 12' TZ" i2` f (BOTTU 12 11, 12' lZ' TZ` 12' WA 72• NIA T {1�') iZ" WA 12' MIA 12" WA 12- rz' r2' 12- 1T- 12` 2 (BO77DL!) iZ` J i • 12' 12' f2- 12' 12' NIA 1T MIA f2` WA 3 (top) :(. 72` T{%� T2' N/A f2" WA 12' 12" iz" T2` IZ' 12` 3 (BOTTDtQ - 12` 11- 12' Jz" i2' 12' f2' WA i2` WA 12` NIA 4 6=0' OR LESS 'i 12• WA f2' WA i2. WA t2' 72' JZY T2' 12' T2` 4 (BOT► J ,Jz- B- 12` 12' r1` 72` 12' WA iT WA 12-WA 12` WA rZ- N/A 12" WA l i' JZ` 9` 5 (BOIT031) 71' • WA r2' NIq 12• A 12' 12. KiA 12" WA i2' WA 6 �) 12` WA ... 12• NIA f1` WA VIA *1 - = Wg- == WAWA N/A WA 12• WA T 2` WA 11- WA 7 Top BOTILMf) uaulrt ut WA 12' 12' 12' f 2 fT' 12' 8 (rqo DEMCN LCOD X4)3" A�6710RS S7HCClC CDit E D. J J/1" •+ LLt . '1°L TD /%L►�7--5£T ccylCRpt PpccYs Tp k{ r RED fID iD con�tEtE =EkE To 1[+mwRT CJ7M-rUX Z4 RJ aco muff y £ HWQKi1£ K4F RWC7 bor pLM P0i4fRS FASJENdYC ACE )D iz' WA 72` rD IttsCNpTt Tp rD ULVO r�- ID CArx-tt LrxrcnaE 1D u+s>�1r m V0t?0 Tc Iv U450& NIY rou ! d leiktelLp A4NFL J2' /0' MIA t2' WA 12' T(/A 12' 1(IA J2- aF 1_ f7' 12' 12' r2' 72' r2' T2" TZ` WA 12' WA r1• f{/A 12• 12' 12' 11- T (BO7TWd) 12` 10' i1' 12" 12' fZ" ' NIA 72' NIA f1' NIA A T (top) 12` WA 12' MIA 12, WA 1212' 12" 72' 12' 12' 2 (BMV4 1T• 10' 72• 12' i2' Tz' fz' NIA f2- iIA 12' NIA 3 (TOP) -61.5 12- WA 12' WA - 12' Ty' 1z" 12` 12' iz• 12' 3 (BOTTp1+J 1Z` r0' i1' 12" WA f1' f2' 12. tZ' MIA 12- WA 72' NIA 4 (top) 6'-D` 7D 2"-6 J2` WA i2' WA 12. WA 12" 12' 12' 12" 12' 12' 4 (6OT7Wf). 12` 7- 72' rz' t1- rz' N/A 1Z WA 12- N/A 5 09p) iZ- TYA i2• F(/A iZ• WA 12� _ 3 12' 6` 12' 10' 5 (BOJTDd ) f2' WA 12, KIA J2- WA rZ• MIA I T1 WA f7" K/A . _. 12' ., FACTOR ACTUAL E: D. TAPe01N/ BETE-fZ EX SS4 CALK -IN RED HD:•. SLEEP PANEZMAWES 3' .86 .75 1.00 2 1/2" .71 .50 1.00 r: 2- ANCHORS LEGEND ANCHOR ANCHORS MIN. TYPE SPACING E n. = EDGE DISTANCE TAPCON/PANELMATES/ CRETE FLEX SS4 3 pX - -- 3%8 REDID. -. _. .. 4�•• --• -.. ......._ _. LDYN4DOLT SLEIiE ' 'SEE NOTES ON SHEETS 8 & 9 OF 9 FOR -ANCHORS TYPE & SPACING FOR INSTAUA77ONS INTO WOOD FRAME BUILDINGS APPROVED AS COMPLYING WITHTHE 5OUTHPLORIDA WLDING CODE DATE BY PRODUCT C TROL DIMIoN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.o(l - Oq) 9, PO YkWI DADE COUNTY 24 GAGE GALI/ANlZED BEPT7fA As SWpW STEEL STORAf PANELS SCCE . TfAX7YfA! LT.1F: BL(L0.=7(' NCix SPACtY6 FDR E �) 1�• .. . KCl'A1f1K TD. CCNCROF ro 3445n ar ro ro c FLEz'� U4LF1YxuFRuEu17E POHOM-ruMI, �t2" ltimF/�Tr ro C'(CRETE TD +ascrazr ro coma rc _m_ R, ro wLE P3wfIJfETE PtLCS CAM-N sErlxrs:f.t Nteuux Rw¢ ' iD �iAsr 70-T-auc HIA1CQiA � � Cv7=�rL 1`Cn,1 12- x/A' 1T� p{/R rZ• U RESTG1Y MESS FrA17NG '" r2• fz' fz- 17'' 12' _ x/A r (71p), CORRESPONDING MAx7MUM ARC. .s.f_ ,q] D rz t2• To' 12- SPACING SCHED 12' WA 1Z- WA r2' WA TZ• WA 12' Tz- r (Borra�q -SSTALL4TIONS INTO CONCRETE - 7 1{'OR r2` 9` 1T. 1z' - - WA 11 WA 2 (ra'J' AND C.B.. STRUCTURES - - -- - - -12 z' WA rT' WA Iz' WA rz• MIA fz, rz' _ 12. rz' 2 (gr uw)-- 12" 9` TZ' MIA T2' r2• 12' 1212• WA 3 (rQ.°) 12: WA r1' TO' t2• 12_ 3 (BOTMV) MAXIMUAf ANCHOR SPACINGS ARE VALID FOR 3 T N/A ' 12' l (/A rz' FOR E D. LESS /2' EDGE DISTANCE, 12' s- rr N/A I 12` N/A 12' N/A f (roP) . 6-°- rD r-s MUL7TPLT7/1!G SPAC NGNSHOWN REDUCE E,D � flANCHOR 'SPACING BY r2' rz' 12' 12' r2' iz- 1D. FACTORS (NOTE ; Mlrt_ E D. FOR THE FOLLOWING t2` WA rz` N/A 1z. iT' rz' 4 (B=017Oir) rvA rz` N/A 11` GALIC !N ANCHORS IS 2 I/2 rr 5• T2" K/A 12• FOR THIS OPERATION TO BE POSIBLE REDUCED SPACING OBTAINED rr' tz' rv• r1' x• 12' x/a s (POP) USING FACTOR SHALL NOT BE LESS THAN M!NlAiUA{ SPACING rz P{/A iz' S` lz' 7" s (BOT700 INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. Pl/a 1z- r(/A 11" N/A 12' P(/R 11• WA 6 •(TLC) 12" WA 12' MIA 12- WA 12" N/A 12' ( ) r T ` P(/A i2' WA 11" WA 12'WA 12' N/R 6 BO770N _ WA WA NIA 12, NIA i t • WA n/A WA HiA 12, WA r (1vN/aor�q FACTOR rz` ACTUAL E. D. TAPOON/ iZ" 6' 12' %KtiYtJl ANl71g4S saaavC Prxr E D. - J r/z• N rr d (TVP/BviTorf) - RETE--FLEX SS4/ LCLOAD ELCO CALK —IN RED no... SLEEVE M' (µaCa IDdE P4N p7ErE-FLEX ai )ty�j�pNCE PDitERs msnDec " cavnirrE 1v uim�rr m corer To ru�mr Tv 1�,. " P�APrez E nus A t� rn 3 mvQ'UE Tv mtvb; Tr. m WMM67E To cXx-rr sErrxrs NlxnKW PANEL .86 .75 1.00 T2.WA 12' K/A 12' P{/A r2• wsuvm ro TD wsgvrr 1d 10 ��u�rmw= LLT,>:rx Z• (0 2 i12 .71 12" 9• T2' N/A f2- WA r2- „ 50' 1.00 rz` 12' r2' rz' rz' WA r (7OP) 2 .50 _ t rz` iz' 12. 12 Pl I(/A 1Z" N/A 12_ iZ' f (BOTTLbiQ �i 12` 9' T2• 12" N/A 12 r{/A Z (rop) 12' sw. r1' t2' :r:• '12• WA 12- 12' 12` r2'. 12• 12- _ Wa rr WA rr N/A T2- 1)) ANCHORS LEGEND .;i. Z. T2 9 12' 11 12' WA I.Z. WA 3 - ' fso.v, sa,':12" x/A rz- 12• 1z• 1?` r2' ANCHOR WA 12' 10' 12' 12- 3 (BOTTpkn WA 12• N/A 12` ANCHORS MNY 12• rz_ WA 1z- WA SPACING 6 D. _ f. TZ' rr r2- 4 ('J i=6• ro d'-6 TYPE N/A 12' N/A i2. WA 12' 12' r2" 10' 12' 12" 4 (BOT7-OW) —EDGE DISTANCE ; N/A 12' _ TAPCON/PANELMATES .12 5' 12• 12` 12' N/A 12 WA 5 / J.0. 1r• T2' T. _ (r0pJ CRETE FLIX SS4 i7" N/A iZ' .6` 12 T' �45 (B07TON) _ 1 Z• uN/��A 12' WA 12' N/q i2. _ . ._._..r • :. 12 MIA 12- _•_ .. NIA f2• A .t WA NIA 6 f�4P) .. - = CALK --IN 2.5" . 17' , 11 WA' 12` N/A i2. WA - tz" A 12- WA 12` N/A 12` - - - - •- -- 3/8.>� RED HD, 4 5` N/A WA I{/A N/q N/A Wq i i N/A 7 (raP/Don:,,>/) WA 12' 12' 12` .. 5 J2` 12" d (POP/B07TOKj �r111M11! LTW BLlLDrX NW" Avalon smc7YC rm E 0. .. J J/1' w �rcrr two r ELCO *SEE' NOTES ON SHEFT'5 8 & 9 OF 9 x Gu rJ '�' RED 1ti scmE £ %1NLIJL4IC Pow FASTEIrly� ETD FOR ANCHORS TYPE SPACING FOR ro cgvcRpE ro uuavRr rD cnr rr iD wsvPrRr 10 caxwrE TP Niscw TO co wt£ P3N E f1 Ltt ctrr-JY sEi r utAnurau /ANp IIYSTALLA77ONS INTO WOOD FRAME BUILDINGS 12' 1(/A 12' xcPrErc ro ,usavr:r ro DavcrrErE ro uu r rD a rD aumANrrRr c � 1 Limit v (it) WA 12" WA 12• N/A 12' 91A r2' tr d' 12- 12- T2" 12' 12' WA ► Cr°p) APPROVEDAS COAdPLYING �((N1NE rv' T2• e' 12' SOUT?iFLo FLORIDA i2' r(/R r1' N/A i2` r{/R iZ• 11, F (eor(°,u) R A BUILDING GODS 12' d • N/A . 12" VA 12' N/A 2 r2' r2' rz' i2' 12' (rC) DATE j 12` N N/A 12, - 1(/A T1. to' 1T' ro` 1z` ii' 2 (eortox) BY Z /A r2` PRODUCT Q. N/A r2' - d 12• 12. i2' 12' fz- WR 11' K/A 3 (roe) ROL DIVISION ro.0 IZ- WA 11' x/a iz' `WA TZ` N/A 1Z• N R iZ' rr' 3 (BOprACCE�TAA�COD DBUILDING ECOMPLIANCEOFF`10E 6 12' 12' 12` 1T' l2' iD' ✓ 12' r{/A 4 (TOPJ 7=6' TD 6-6 Q IZ' P(/A 12 9' J2' it' 4 () 12• N/A f7' WA 12• f. WF+ iT' P,/R TT' r2• S. 12' 6" rz- I WA 5 (rOP) INlAM1 DADS COUNTY 12. WA _ 5' 12' 4" T2' 6• 5 e 24 GAGE GALYAiA(IZF•D BERTHA � �u ( • STEEL STOW PAIVELS SCALE' rr rr' N/A 12• . PIA rz x/A.� _ r2' N Pj/A 12" Pr R /A 11' x/A 5 I _ I / 1z' r{�A rz' PI/R .u+xssrtvc u�,ar pow X (pafa ro 12' 12' i2` 12 L7:X- eucc�x A1L5/fuXi-5£! TAFR"IYS p� (.� S�1•E. 'CHCREIE TD UgSqW 70 btRETE ro lro 12 10' 12' 12" ri TV 41A 12` N/A tz r2" 10' T2' 12' 12' rZ` VA 12' 12 iD' fz• !2' iZ' fY NIA rz• N/A f2' 12' 10' 12` 12' .1Z' N/A 12' A%A - TZ' 12' 7` 12' 1Z" 11- f(/A 12` N/A I.Z. X/A 12" NIA 12" WA IV MIA 12' WA f(/A f(/A RIA WA CRfi7E-ILEX LUYOIiETE ELCO 7JDr 4 . . SS{ %NLF.%FEtN(E fW1ELK47E k.1EE PAAEut E FLCCS *� F�7ENaYC APPMAME 7D ' --- ro•uuavm 'TD'CONCRE7E TC ro CC151CRE7E 7D WsprsrY- ro-lE �x x S. t N( f;{(yQ• - WA 12. .ruwrt' -m7cccp'Qil'- - W-7�K - r2' r2' 'IVA I (70P) N/A 12 N/A rz" 12• Tz` I (E70TTD4 12' 12. rz' - 1(/A rz' N/A 2J -— KiA 12' r2 ` f(/A fY f(/h 11' fi/A S (�"a°J 12' 12' 12' TZ" 1Z' 1.2' S NIA f2' N/A 12" 1{/A IZ" 12- l2' 12` 12' KIA f (70°) 6=0" 01l LESS !j/A YT" N/A iZ' r2' 12` TZ' 4 ( arw f2' 1z" 9` f{/A 12• N/A 5 (TOP) WA ., rz` N/A 7Z' B- T Z' rD s' (BOT700 l (/A f2. 12" N/A 12. MIA 6 (top) N/A 12' WA t2' N/A S. (BOTTM) WA 1T• fI/A 12' f(/A r2' WA T f(/A 7 (T0P/ROj),, a 12• 11' 12- %�74G91 '� /I�KxlL14S 57i1Cri6 N'p4 E 0. . J 1/T• �+ r2 72 1Z' B (rD1�/BOTIRI!) • .. tr s7cN c0 r (aSU - - _-•--- ^PLIp /+[LV-sar ET1C u°Lgvs gLFL1.LXc RED W S7EEW CRtEIE4LEX zsf ELCO 7Dr/riQn PDT FARENM _........ .. _ - iD CQYCREI£ ro fit' 70 CONatE7E ro U4-gV r TO CONCT£TE 7v lltyawr 70 CONCI�TE IIPfTY1B(E q� �-x -6 .- 1a+17uuu flvrEt r1` 1�/A r2` N/A ID m4su RI' ry Cq'vc7t£7 rO xiisc 1Y r0 C"jo'Ex 1a > Y cF 7AArr " CEhL71f 2` (rt) 7' rY NIA rz' WA 12" WA t. ....12' 72' T2' 12' f2' 12' iD` r2' ..�.._12- MIA 12" WA _ 72 10` r (B077At1J 7. 17' 12. J2' T2' t1' NIA 12` WA T2' K 4 72' WA 12` N/A 1Z' f(/A rZ' 10- r2' 10' 12` 10" 2 (BUTIDhIJ ::. ' • 1z- r J2. 12' 12' 12` 12' 1(/A iz nI/a rz' N(/A 3 (TOP) d 66 D. -2F?'d C•5; .>7Z• WA 12. N/A 7Z' 10" Q. B' 12' 10' ,S (BOTIT7Llj'' �" i2_ f2" 12` WA IZ' NIA /A 12 f{/A 11' MIA (tn � .) ' 7=6' =6 12' 7iv 10' 12' . 1D d 6rZ' WA r2' N / A 12' A fZ" 8 ; JZ' 10" q (BOTT01� •. . 12- g- 12' B' WA 12" MIA 12_ MIA 5 J 12' fVA 12' f(/A iZ� f{/A rZ` 6` 12' {• i2• U. 5 (80770r1J, -' 10' WA N/A 12' fZ' N/A 12' WA 12' WA . 6 iT ). - 9• WA rz` — MIA - 12' ... _f(/A N/A WA K/A f{/A f(/a 11' f(/A 12' fj/A e' N(/A 7'(Tq°IBPl�Fi�D -- 6" Q irOP/pnrrnul PRESSURE RANG' ''. s.i. AND - - - 00RRESP0ND111rC MAXT ANCHOR SPACING 5`CFfEDUZ` FOR TN5'TALL�TTONS IMP CO.NCREYN AND C,B.,S' STRUCTURES t .. MAXIh1UA! ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DISTANCE FOR E D_ LESS TH41v 3 1/2 , REDUCE ANCHOR SPACING BY UUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING - FACTORS (NOTE ; Min. E D. FOR CALK IN ANCHORS IS Z 112' . FOR 7N/S OPER4770N TO BE POSIBLE; REDUCED SPACING OBTAINEl7 USING FAC70R SHALL NOT BE IFSS 7714M MINIMUV SPACING INDICATED FOR EACH ANCHOR 7)PE AT ANCHORS LEGEND. ACTUAL E D. TAPLON/ 7F-FLEX S ANELMATE'' .86 .7 .50 ANCf-IDRS LEGEND ANCHORS AN TYPE MIN. SPACING TAPCONIPANELMATES/ CRETE FZD( SS4 3 O } FACTOR CALK -IN .75 .50 RED HD. SLEEVE 1.00 FE.A = w,•:E DISTANCE - CALfC-llt� 3/8„i RED. W. DYNAROLT SLEEVE `SEE N07F"S ON SHEETS 8 do 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTAUA77ONS INTO )FOOD FR4tIE BUILDINGS APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE' Io' 0.7!'' BY PRODUCT ROL DPASION BUILDING CODE COMPLIANCE OFFICE rACCEPTANCE NO.QU - Q9 l Oi ••1 D Q, A164h4I DARE COUNTY 24 GAGE GALVANIZED DEP,TF44 As srloirN I STEEL STORM PANELS SWE V ' � ' • ,ASTFR6�% ��[`F'� f c-r earn r ss 7/10/00 A }it s -1.5.119' .(TOTAL 1.7.000- (CITCCTNI _as0-J ALUMTfA M Zus- TJB7s O PANEL 2. •I70- T JS R 125- R250' a075--- 7075 ..1 . h N } ?.250-� 1-591"--{ 0' ' h" HEADER ,p,•,r • scALc : J/rr %lbra CONCRE I W. 4... 3.000- Ila,. 2470' ` / �.12s Y h h h " -1 .125 RZW" .075 . D7s - Z J91'- 03 3" -Mcrx. "U" BUILD OUT ANC.7XRE (SEf SCHEDULE) r lT � OEM i I la I I NMI r -1 CONCRE7E ANCI-DRS (SEr SCHEDULq r- ,u,, J A4h. STORK! PANEL TYPICAL ELEYATION xr: 7/4- 14c r. CAP 1/•r Max. G1P-1 lz SEC ION A -A --• Z470' bR25Cr I R.250" ^ R.7.07�5 + •h 1 4 H ?h ri FULL R fl,U R. �F- 2�So'--{ 1IJ111111----�---- 2591 ® "l - HEADER JOITE : Jor - r .r7� 8 b 8 .190" h - b _ L R.06r .o9r R,Dd -o9s .99s '� 1 ® "f ' TRACK 70 REVERSED "f" ANGLE TRACK A 9�r F- D9f --1f-.o9r 11•r , s. s srv0 f�- MYETED 70. AIIQZ O SPACINGS SHOWN ON SEMONS SZT h .. LD rNL I rl f 6.000- (EFFECThE .MOTH) -� - F i.i7-rl I� C60- r ALUMd7LUI •� CEN£2AL NOTES- r.. SAAW PAhn NAY aEDY D[=1 C77 .N ACCCRDIAWf MnI D -C D�DC'' COUMY, 199 J-.(D7)-W OF TW SOUM FlOg1DA BI7LD•7C. CODE 7_N Sp-E.`SrWl-ar "LYb[ &-ksrY10LO'WSD AS' PCR &CT)CW 6C7-ddMTNO rnp_h: STCR1/ hWaS ADEOCJACT FVR AIPACT &0 FADCt7C RCSISTW--e 7&U BEDI YERiF7CD N ACCQgTlyyC[ aTI7f SLUM''- 73 TS t 2314 RCSPCCrmlr or 77-C ABOVE UE7/DONCD Lt•�DL' AS n v AC C,% tTST LAB REPLTgr •/ TD27-o1-51i z xt xr71a fU77 S"CU UETAL AWELS sxuc mtiC -'052-7U2 Auer Lw JC04-7Ui ALLOY. s AU 14U1hWUN ZMUSjONS 57NLL Be SLUT -Ts fluor U7¢aS olxcn E NOro. ry S MTS 7D BE 202"1 ALLw9tt7W ALLOY r-QAMMD O4 ST.V7ILCSS SnIL MW 36 t;l xxvwLu 1 »� PC1Nf_ 6. AWtJ06S TO XAI1 97 BC AS. rMlOWS (UhtcSs OrmcRt175C huTCO) (N 70 ExL Ac POLvD OONCRETE - 1/4' r WCLW McHaw As -v&*- GTLA4£D BY 1.T W RWSET OR Lich diDUSTR,CX z.l2s-------I - T/f 't cr TAP-02W AA'OCSS (BO477-A sTLo-cON) As mw-,rACTw D ar DIV-r s-r cnNpOgA7Cgy, - t/!' / RML ZUTAC 4ktn..-XYogS As uwjrAcnw D aIYC PLLC r TNC RAMwNfY, •{ ® HALF PANEL cqx-rf A%CnOAS OR ELCO -.A. a rf-d- 'PMV-UATr AS AWLVrACNRLD BY 7HC RAM PLLG CCLIP,WY AND LLCO 1f0l15MA2i RLSPCL7Nar. SCAu : J/6- - r NOTrs L 1) W"EAV &49DU&,T NM PiX-ffD COt C M br TAPCOY M Ch ORS IS 1 314 rO4 RAVL IALIAC MXN IS 1 3/U; t FOR CLCO pNAI 4TGS IS 1 7/6', AND rO4 Cr TAP-CR.P AnChORS IS 1 1/1-. A.2) 7/5" RAVt CA(X-N AAC hGAS SMALL BE LH7WQr LLBCDLYD YOD 7hL POLNCD Cod- l'C h'O DAX-DAINT WW SILCCO SHALL BC PCWTTM 114 0-20 STS?C USED &Wa BE 1 1/2- LOM AYNWUI ShVL STUCCO DZT. AND 1- h .VINMN fOR kN1S MIN NO STUCCO. $� I--21-r A.J) N cj-V RIAT FAM45T S70,41: P&CCAST COICRCIL P.WCLS, OR PAVOTS BE m1flo Oy MC OMThW JI ST%CTL C B O4 fDD'qSUCH A Na--,.S SHALL BE uNG OE AS ro no%CATrD N TCS STRIJCTLI4E BLJalD SUCH P WM R3O0' ACES AK>4ACC 57iALL BE AS Y$7G(TED Cvi MO7LL A I) a A1). 9-r (B) TO EX7S7M C VCk- E "OC MALL a .125- RIZT - 1/•(' I TA -CON A%ChQLS AS uAM,CK7uRlD Br LFW. RwYu cR CLCO .etWSTR,GS:.„• . T- R 125- - 1/•r I Or "o-Lao ASCMTS (BOUM STUD-COH)...AS XPM-42,G 1RCD er TAU-rltl�'`'CCl'q/?021TXX% 6-T R7iALN Ui0t14SASMML�rACTLWEDBrR!ERAAt PLLG OOAWMIY, nr{-150' ry f//! r x 7/If RA711 CMX-NlAChI nR ELOO MOM t. f-Mdo-PAAG.UATE' AS UVAAAC7U{?£D ThF RVft PLUG Cn AW ELM NOUSTR> RLSPEtMUr - IL 1)l MULW fl*C t7Ir Or TACLYYr .. A^IG7Og5� L 9 I:1Wt 71AKY-L L1CD PAHLUJA7PSs W0 Cr W- se•r L.Rw, aTrD ThLr CITE aXcrx LfioT sr►aLt BE 1 T/r. &7) 7/B- RWL CJLX--IY NChORS Sf;ALL BE LT(ILAILY CNBCOO[D Nro 7w CCY CRCT • BLOCX LW. .1DOD LW W DABCD1ENT WM SnCCO SHALL BE PownTrD. 1/4-,1-20 SCREn USED SHALL ac 1 1/2- to,-C U.Wx-VA/ SrpLLD STLc °cxsr, AND 1' s >) N CASE THIT PRECAST STohr CR PRECAST LYY A.. .r T!A! EIS BE fOLi Jt7 i.;p!f .7} .A is M44Lt..•A7,rhCY4:S SHKL BE LOW O70t.Gx 70, RFApi }7tL' AWN STRfK7UfgCl�BL9itr•10.•SLCN SO 3" ANGLF BUILD OUT BRACKET �3U AhO 94AU BE AS uMuTm Lr( NOTEs N B-1 sca.r. . -Td- - r (c) u ?O"'q At or Try Rtzia�nrerrn+7xra 77ON5 7. PA AaS UAY ALSO BE RJS ALM) HOWCKAUY FOLLOYM ;ASTALIATOV DETAILS M• ON S£CIJONS TNR 1 V d (571£E'F I a J CC-d) [XCLYT 771tT HCAaCRS Z:T. •d: �! 9tAt1 M7T Bf _ 17STB7.4•:;'; B. 7T S✓•NLL BE 7NC AEV'C mBrLRY Or 771C C0VTRAL7cR TO, YEF/fY TNC SOL7fDt/= • fi,• UHERC StAXER IS 70 BEW7ADffD 7D YMor PRCWCR A/it?XW4 7HS SHUTI??gt T7r.S7AUCTLRC ATTACNID TO C0M77E7E BLOCK.0R MXD MkW BUILDWC•S aver"ef .18a" ch h `, 9 L•4 AM MVAFACTVRf7rS SHALL ROAD AS FDULAaOhl-I WML BC PLACED AT ROTTDU OF'4; Zk7TERN METAL;'SWfLr, or_ LMCC 4ORAL FLOR04 AADk' COLNIr PRODUCT COYMCC APPROVrE). LCC LDC>An� �r PRODUCT RENEWED ACC'F-PTit19CE No. D D- O 6 O 2- - U 4L R 12S ZDOd TRACK ANGLE EUIR�T)ON DATE O 0 7 2Do3 APPROVED -AS. COTAPLYIIIG Will TllE srJcr_ 3/Ir r -I�- 123-By 30Uill FLORIDA UU MIG CWIE Q PR CONTROLDIVISION GAT(D� , 9 U BUfLI) NG CODE COMPi LANCE OFnCE BY - �. .- PnO[1GCi COiiT ,L D . Ln N DU;;D;1;; CODE COMMif.(:i OfFICF, (� • � nCCEFTAPICE•N0:9_D_'�c�l �_ � 5.0mr g ® 2" x 5" (Mox.) x .125 ANGLE I--► .,e7s Q9 STUDDED BANGLE -I1 OOdJ-n AAyn.•AI1DY DETAIL 1. sruD wl vmr,, NUT scvx : J/a7 - r T, il `bs � lick. TTl11T 7£ST?Wc & LNIC)i LE:RWO COMPANY 37➢J Nr- st Aa pL JJ)m pt-, : (J03�b71-fS70. ! QQ7JJ7f-l9Jf __- - DADE COUNTY 0.050" BERTHA STORM PANEL As SCALE LCE 7/7/98 EASTERN METAL SUPPLY, INC DAM -MOO 23rd. A—SoVllf LAB WOWH. n J3461-1.747 98 - 172 nPA VANO Ha CONCRETE _AN[11ORS (SCE SCHCCULE)' POURED. CONCRETE REOUIRED d W N X. \. \. — - � -- - POURED CONCRETE REOUIRED F—(SEE SCHEDULE)- F0R WNI.AIUM SEPARA770H "S" TO CLASS OF WINDOW OR S. C. D. Ai CDNCR'EI�'; OR CONG/7j7E, BLOCK•�Y� �; REOUIRFD:' " CONCRETI�IWNEHORS (SEE SC1lEt7(1L£) SECTION 0 ANCHOR X 0 POURED J CONCRETE OR CONCRETE BLOCK WALL REOUIR£D II b -(sl Con1. ------------ MI CRETC. ANCNGI`Ts (SEE scilcou[c) -I--- LF POURED CONCRETEREOUIRED 4i � Cmt. l (SEE SCHEDULE) .. ' FOR M1MA/uu SEPAR T)ON ".S TO I I GLASS OF WINDOW OR .S G. D. 1/4- 0-20 x Jl4" BOLTS W/ 7/8" x J/32� WINO NUF 0 12" O. C CS POURED Q CONCRETE OR CONCRETE BLOCK WALL REO[RED R —F CONCRETE- ANCHORS g (SEE SCHEDULE) R WALL AMOUNTING INSTALLATION SECTION 2 SCALE : 3/8- _ ,- W 2 - 0. 0 1 POURED J �; CONCRETE OR CONCRETE BLOC REOUIRED 6 Cont. w J 1 /i 4" D-TO x 4" BOLTS W/ 7/6 x J/J_l w WWC NUT o 12" 0. C_ W 4 � bk SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION I -SCALE : J/e- - 1- 7 : DETA/L OF SECTION 0 STUD VALID ALSO FOR E D. - EDCE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF B) C0%tR[TE MCHORS - --ConL - - - - - - - POURED CONCRETE k REQUIRED o (SEE SCHEDcV2 FOR Lin. SEPARAT)ON S".TO GLASS OF WWDOW OR S G. D. I f I-20 x J/4" TS 1Y/ 7/B" x J/32" SYWC NUT if 17- 0. C.— k / 5 Cont. + CONCRETE ANCHORS (SEE SCHEDULE) BUILD OUT INSTALLATION SECTION 3 SCALE : 3/19- - 1- NOTE FOR COMBINATION OF SECTIONS : WALL/FL00fyCEIUNG YOUNTINC SECTIONS t:41( BE COMBINED IN ANY WAY TO SUTT ANY INSTALLA770N. (SEE SC1#DLu- - H FOR AGn_ SEPARATION TO GLASS OF WNDOW OR S. G. 2G -20 x J/4" BOLTS ,, W W/ 7/6 x J/J2_ WNG NUT o 12" o. G a k � s a I O POURED- CONCRETF OR CONCRETE BLOCK WALL REDWRED ConCRETE ANCI(ORS (SEE SCHEDULE) 0 BUILD OUT INSTALLATION SECTION 4 SCALE : J/e- _ 1- IL /-20 M. S 7T O 1 ]" D C. APPROVED AS CON•APLYIN;G Y6711 WE SOUTH FL PIA BUILDING CODE PRODUCT RENEWED DAT ��0QS 199/8_ ACCEPTANCENa p Z U �D BY —..- �IV!S•ON ED(TIRAnON DATE 0 8 0 PRODUCT CO 1 Zoo BUILDING CODE COMPUANCL OF119E By ACCEPTAI:Cr NO.q $-Q01 _L=l b PROD CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 0.050" BERTHA STORY PANEL r'T LTEco,,,. EASTERN FETAL SUPPLY, lHC -00 2-W Ars_ SDM TTL11T =TANG k D,(DpitGCNC COWAHY LAKC KRW, !L J3/67-M47 evs3 xr. _vm s7_ SI& 177. W?PL " GWm4 n..Uiea P..: (J03)e71-71b . ! : (_10q)a7i-73J7 __ _ _. DADE COUNTY AS SHOWN SCALE 7/7/98 DATE 98 — 172 DRAWHO No I @ 2- x 4- x .725- J105—H14 OR 606J—T6 ALLOY CDni. Alum. ANCLE POURED CONCRETE OR — - — CONCRETr—a CK k; REOUIRED I' Min. �CONCRL7E ANCHORS olz'o C. i CASE A (Plan) SCALE. • 1/4- = 1" 2' x r x .09J- J105 H-14 OR 606J-76 ALLOY Cont. Alum: ANGLE "TH ANCHORS 0 U- 0. C. POURED CONCRETE CONCRETE BLOCK WALL VARIES. R£OUIRED . uox I a � K 1 W 90- < L F .1.35. OR O OR \ OROOROORO � 2- Mar. \ 11 ORO d BOLT 4- x 4- xJ.072- 0 2.i O. C. 3105—H14 OR 6063—T6 ALLOY ConL Alum_ ANGLE CASE- B (Plon) SCALE. 1/4 = 1' END CLOSURES DETAILS \ b 1/4' GI POURED CONCRETE OR CONCRETE BLOCX WALL REOUIRED CASE D (Plan) SCALE.- 1/4' = I - IX( REOLARED CONCRETE AN( 0 12- O. G 2'r2-x.055- 2'x5-x.055- Num. ANGLE OR .08Cr J105—H1.1 METAL Ahim. BET CASE C (Plc7n) SCALE- 1/4 = 1 MAXIMUM DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL LENGTH "L. SC ED ULE DESIGN 'Aor. PANEL LD.CT}I APPLXi1BLf TO f)LUAW-W SURE RATING L (n-) dl1^4htRW SEPARA77ON SECTILWS / d W (P.s f.% (SEE SECTIONS) TO GLASS ANY C WB1N rM OF THEY +65.0. -77.0 B =0' OR LESS 2 1/4' 1 THRU 8 +65.0, -77.0 >6'-U- TD 9'-o- 3 11/16-- 1 THRU 8 +62.0, -7J.3 >9'-O' TO w-0' J J/B" 2, 6, 7 k B PRODUCT RENEWED APPROVED AS COIRLYiPIG 19ITll THE SOUTH FL RIDA BU!LDIAIG CODE ACCEPTANCE Nam0 - d 6 O Z- U G DAT �L- 0 b..o�L L 98 EXPIRATION DA I E S O Zo o_? BY -- Bj� W, FRODUCT CLIil 0: DIV:S 0,1 PRODIret CONTROLDURD;Xr, BUILDING CODE COcSPL:Ah:CE IWICE S,_ D. 8 1-1IANCENCE CODE COMPLIANCE OFFICE pCfr; IA,;Ci Rll_9 0.050" BERTHA STORY PANEL Z11�, EASTERN METAL SUPPLY, INC 7111lT 7FST1N0 t EJJCAi jq Coup J600 a7.0 A—. SOUrd QZ mo KN..MV: st STw 7,7. vwnvi ANT' W¢ MCNtit, n 3J+61-1747 /2\ f'1M1— /Jo3Jo»-1170 to. �� ;�; 11Im DADE COUNTY AS SHOWN SCALC 717/DG nt7Y 98 - 172 -MAA7YUY DESIGN PRESSURE. RATING "i1�" (P-s.f_). AND CORRESPONDWG hfA,YIMUM ANCHOR SPACING SCHEDULE FOR INST,9LLA TIOi1fS INTO CONCRETE AND C.B.S. STRUCTURES �fi)CfI,fUA•1— - -- -- TAPCORS -- -- - - ---ifAXIA/U.V - .4N!'tapRS-SP.dGlN6-FG�f7-F—.- �. _ _-_l-t-.� .+ DESIGN LOAD W (p.s.L) RAW& Z4) AC AWUN RtriC CALK -IN CF TAP -GRIP pyL47� 70 CONCRETE TO MASONRY TO CONCRETE 4" TO MASONRY N/A TO CLWCRE7F 8" TO A4lSO7JR1' TO CONCRETE TO AIASOIW TO CONCRETE TD b�ISONRY 8" N/A N/A 5" N/A J I/2" N/A 'i 12" f 0" 12" l2" 12" 8 . ll" 11" 12" N/A 12" N/A 12" N/A 72 N/A 1 7" p//A 12" 8- 12" 10 12' 12" 12- 8' lI 11" 12- N/A 12" N/A 12" N/A 12" N/A 1 7" N/A 12" 8" 12- 10" 12" 12' 12 8, 11" 11" +55.0, -65.0 12" N/A 12" N/A 12" N/A 12" N/A 11" N/A 12" 8" 12" 10" 12" 12" 12" 8" 11" 11- 12- N/A 12" N/A IT N/A 72" N/A 11 N/A 72" 8- 72 70" 12" 12 12" 8'- 11- 71- 11 1/2" N/A 7 1/2" N/A 12" N/A 8 1/2" N/A 6" N/A 10" N/A 6 1/2" N/A 10 1/2" N/A N/A 5" 'N/A N/A N/A N/A NIA 12" 12" F12 6" 6' 6" 6"N/A 6" N/A 6" N/A N/A 6" N/A 6" 6" 6" 6" 6' 6" 6" 6" 6" 55.0, — 65.0 6" N/A 6" N/A E6- 6" N/A 6" N/A 5 1/2" N/A 6" N/A 5 T/Z" N/A 6" N/A G,, N/A 4 1/2 N/A N/A N/A N/A N/A 6" 6" 6" 6" 6" 6" SEE SHEET 7 do 8 OF B FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/Z" EDGE DISTANCE. FOR E_ D_ LESS THAN J 1/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (Min. E D. FOR R )m CAUL -IN ANCHORS & E1C0 PANELMATE IS 2 1/2"). ACTUAL E. D. FACTOR TAPCOH/ZAW,iC NAAUNI PANELWA ES RAY& CALK-4N CF TAO-MP .06 .75 1.00 2 112' .71 .50 .80 2" .50 - ---- - - E D. -- EDGE DISTANCE - - -- - - - - - - - - .- - -- SECTIONS f & AIVIYUM PANEL ANY COMBINlMom LE74GTH "L- (It.) OF THEY 1 (TOP) 1 (80TTOM) 2 (TOP) 2 (BOTTOM) 3 (TOP) J (BOTTOM) 4 (TOP) 9'-0" OR LESS 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP/.B07TOAf� 7 (TOP/BOTTOM) 8 (TOP/BOTTOM) 2 (TOP) 2 (BOTTON) 6 (TOP/BO.TTOM) 9'-0" TD 10'-0" 7 (TOP/BOTTOM) 8 (TOP/BOTTOM) PRODUCT RENEWED ACCEPTANCEA'm00-0 602-O(- EXPIRATION DATE °O 07 -003 BY PRO CONTROLDR5SION BUILDING CODE COMPLIANCE OFMCE f-L. EOO 111c. 77111T 7=7*+G r V4=1C LYc COUPANY 10YJ nw JOCI_ Sr- M- 217. WO -A WL7pd A 1T10E Pr—,.: l..: 003Jd7!-141, APPROVED AS C0IMLYING 1'IIT11 TIIE SOUTH FL RIDA BUILop.,G CODE DATE.. �R$ PRODIICT ror;Tr, . DIV:S"Uy BU.;111i Ci)DE C0hi1'L:ANCE -OFFICE 0, 050" BERTHA STORY PANEL EASTERN METAL SUPPLY, INC -MOO 2Jrtt A—. SOWN U'Q' WORN. /L JJ461—J747 DADE COUNTY AS sh m'N .soul 717/96 DATT 98 — 172 --- hlAXIhfUM;DESIGN PRESSURE -RATING -"iY" (p_s.f) .:4ND.CORRESPONDIN.G �IfAXIMUhf ANCHOR- SPA CING SCHEDULE FOR INSTA T 1', A TIONS INTO CONCRETE AND C. B. S_ STR UCT URES --- --- -- E 0' - EDGE DISTANCE ---�- - --- AIAXIAIUM DESIGN LOAD H' (p.s.f) f 65.0, -77. 0 U4X"-W ANCHORS SPACINC FOR E O. - .3 1/Z" .. APPLICABLE TO SECTIONS / & ANY COA18lnJ4T10N OF THEM NAXIAIUAI.PANja LD�CTN "L" (k_) TIpCbNS TO'COIICREIE 6 TO MASONRY N/A RAK ZAUAC TO CONCRETE J NNLAN TO MASONRY N/A RAri1 TO CON CONCRETE 6" GLX-IN TO AIASGWRY CF TAP-GRlP TO CAVCREIE TO NASiJW17Y PAN(7JVA1E"S TO CONCRETE TO Af{SONRY N/A 3 1/2" N/A 2 1/Z" N/A 1 (TOP) 9'-0" OR LESS 12. 12- 10' 12" 6 1/2- 9 1/2" 9 1/2 1 (BOTTOM) 12- N/A TT" N/A 12" N/A 12 N/A 9 1/2" AIA 2 (TOP) 12- 7" 77' 8' 12' 10" 12- 6 1/2" 9 1/2" 9 1/2" 2 (BOTTOM) 12" N/A 71" N/A 12" N/A 12- N/A 9 1/2' N/A 3 (TOP) 1 T T 1 1" 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2- 3 (BOTTOM) 12' MIA 1 1 " N/A 12- N/A T 2" N/A 9 7/Z" N/A 4 (TOP) 12" 7" 11' 8" 12" 10" 72" 6 1/2" 9 1/2" 9 1/2 4 (BOTTOM) 12' N/A J J" N/A 12" N/A 72" N/A 9 1/Z" N/A 5 (TOP) 72" 5 1/2" 9 7/2" 6 1/2' 12" 6 70" 5- 7 1/2- 7 1/2" 5 (BOTTOM) 9 1/2" .N/A 6 1/2" N/A 10" N/A N/A 5" N/:4 6. (TOP/BOTTOI f) 8 1/2 N/A 5 1/2- N/A 8 7/2" N/A 6' N/A 4 1/2- N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12' 6" 12" 6" 6" 6" 8 (TOP/BOTTOM) 462.0, -73.3 6" N/A 6" N/A 6" N/A 6" N/A 6" 6' N/A 2 (TOP) 9'-0' TD 10'-0" 6- 6^ 6- 6 6' 6" 2 (BOTTON) 6" N/A 6" N/A 6" N/A 6" N/A 5" N/A 6 (TOP/BOTTOU) 6 N/A 5 N/A 6" N/A 5 1/2" N/A 4" NIA 7 (TOP/BOTTOM) N/A N/A N/A N/A 6" 6' 6" 6" 6� 6" 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS WE do SPACING FOR INSTALLATIONS JN10 )PROD FRAME 6U2D/NGS ' * A4AX/MUW ANCHOR SPACINGS ARE VALID FOR 3 1/P" EDGE DISTANCE_ FOR E. D. LESS THAN 3 7/4 REDUCE ANCHOR SPACING BY - MUL7)PL.WNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Alin. E D. FOR RAWL CALK —IN ANCHORS & ELCO PANELMATE IS 2 1/2'). ACTUAL E. D. FACTOR TAPCCW1V tl yC MAN/ PMEL.uA MS RAM CkK-/N Cr TM - GRIP 3� .86 .75 1.00 2 1/2" .71 .50 .80 z' .50 PRODUCT RENEWED ACCEPTANCE 7\'0. 00 - O 6 D Z- p (� EX7IRA770N DATE 0 Z oy By I ZOD 8?chv BUILDINON G CODE COMPLIAP CE OFDr-F APPROVED A5 GOMPLYIHC WITH TIIE SOUTH FL[r,1DA DUILDIPIC CODE DIiTLOL o6_��_O ,��q/�I g PRODUCT CUXIHtJI, D;V; ��•. BUILD= CODE pfQDAII'InKCF lliflff '1CCEPTAKE RO.lB__Qb1l __1 DADE COUNTY 0,050" BERTHA STORA! PANEL AS 97"M sacE 717/96 TUE C 1 H C . EA S TERN YETA L SUPPLY, � lNC DATE m "•+•""� 1IIVJ uVliIu:iuLnul TILim I11-V91 h-_0ItutIa dnn`I7-GUUJ�QGll) �19;G7 VULC�1nGR11 A1UpInUA 8 OfiUll�n Jan 15 03 06s 16a �I'lSI.W yrj =aa si r j T! GE N E Ri.� t i T f-' I LA L, F I FVAT10 NO� a MR ruMowr �. hat stow, twa �•s�r IY ACWWAMZ lrAi tpC Z �jQR1p•a pad ppPG OC1L0 k rt � YSL �'CbriG�lpv WON Av 01m �c MAW G1i1GUvimb S= S7&W PANX ttR.pl cm AW uutlaJ T-T/O PLAN VIEW TYPICAL 50158047.90 Ptln&r,r EGREW PMCL ��c�H>s. MCI CAGE pAL Y. S7 EL STORM PANEL 0 08080