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HomeMy WebLinkAbout0502-1081-CONSTRUCTION PLANS0 o N h Z560- /� . n .12 " h �o 15.1IS- (TOTAL WROTH) 1Z000• (&TECME_ WIDTH) w As ACE 'UC!/ N S) .HICK � LZED Z725- I 3875• J 2f25- •; IJA _ h � ry r—s oat• .075' Z340- ZBB1 05 © - Who HEADER - MAX CONCRETE ANCHORS' (SFr SCHEDLEE) 3- MAX .wo v . tIM� AMEMOIR EPAoilNEI�Il�i®1 O 1111 MEMBER STORM, PANEL TpICA MATIDi� ►cT.s 1/4- Max GAP . I Z.f25- PAh�E� . Sc¢.E: a/a" T- ® _ "U_ HEADER spec: 3/6• 1• 7. STORM PANEL HAS BEEN DESIGNED W ACCORa4sCE IVTTH THE MTAIrT WE COUNTY , 1994 IDlT1O1N OF . SOUTH FIOR!<1S BUILDING CpDE; . DEVCH YARD LOADS S MU BE OETOWYAm AS PER SECTION 6 OF ASCE 7-Bq WRN 'To mph Ei4 SAC YTiYO SPftyl STOW PANEL'S ADE1QL(4CY FOR IMPACT AND FAT aUE PERSTANC 1145 8c�3t { WNFU BY ACCORO VICE 1fl7H SECTIONS ZJ15 4- ZJT4 RE.SPECTMELY OF RE ABOVE f,I D COD - AS � �CW TE LAB Rf?'ORT 1e 04zsar-�. Z ALL STEEL S7TEET ME TA _ PANELS S7(4LL UAW STRUCIUPAL %WITr ASTM AM So1 KITH 9O. f0 G- C4LVNVZ SnM DESICM770M & I,---5Z3 IaL (AFC �f L E0) CR4 D ,I ALL ALUMINUM DaRMONS SIFA L BE &W-T5 ALLOY UNLESS OTHERWLSE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL .704 OR J16 .SERfET BOLTS TO BE 2OZ4-T4 ALUM/HClAf ALLOT; GgLVANVEO O(R STAINLESS STEQ, MAN J6 1.1 U1 INUM T7EL0 POINT 6. ANCITa45 TO WALL SHALL BE;t5 Fm-c' ; (UNLESS OWMME Imp). . (A) 70 E7=NC POURED CONCRETE T/F_ J TAPDONS & X,417-sEr PPcR?S As uwuFACTURED Br I r)v1BurLDEC 1/4• J CRETE-Fl� SS4 N11'10i� AS MANUFACTURED BY ELCO MXTROM 7/$- CILK--Ay ANCHOR- 1/4 % ELCO twit E ftmvlt 'PANELA49TE" GAT f 'PANEIM7E PLUS' AS AIANLI�ACTUREQ BY POWER FASfFNr /4" r ELCO male TAD READ DYN9BOLT S Um- AND ELCO TVaRA[ RESPEcrA, !--214- saEW WabRS AS MANUFACTURED Br Lrk: BUUEEY m Nola A- i) MIMMUM DWBEOMENT Wo POURa) CYTNG7i OF , LLCO PANaWMS IS 2. FOR RED fr& TAPCCNT ANCHOR OR (METE-FLIX SS4 is ! Jvf : FOR o P h + + OII1480YT E f 1/Z. FDR ELCO molt 'PANEU44TE PLLLS- LS 2-. F rfy '`��� ^ SIT �O 51i4LL & PE7L4(TTTEp l ED INTO TTE POUTifD CONCRETE NO EVBEy&a AWO °j w AND 1- WN14M F�M WALLS WIN NO 5Ti;CC2 SIfNl 8E f !/Z LONG 16NrMUM SNOLCD SIU(1Cp IXfST .150--- -- AJ) AY CASE TH4r PRErAST s7DN!� P M45T CqNMUE PANES$, OR PAVERS BE ):V(=-ON'THE E.IaS-TIN —W411 OR FLOM ANCHORS SHALL BE LONG Fh LQI 7D RF4CH THE +( Vy STRUCTVIE 5UM SHALL BE AS INDICATED ON NOTES' A 1) & A.2) ABOVE SUCH PANELS. ANCHORAGE 200' (B) 7D DZ_ WC CONCRETE BLOCK IIb4LL - TAPCOHS k XA 7-SET iAr'c a AS AOMFACTURED Br LrW1BtXDiX T/4' i CREW -FLEX SS( ANCHORS- AS AOMFACTURED BY QCO TFX7RM J_000- Max - 1/4- I r 7/5- CALK IN ANCHORS 07 1/4- J LLLY) twly k fvmolt PANEUGj7E' OR 7/4' 6 ELCO .^��� malt 'PANELM7E PLUS- AS M4NUFA(:XtRM By POWEJT FAS/EMNGS INC. AND ELCO R 11217N, RESPECTTVFLY. `l —`�� ANGLE BUILD OUT UR,4CKEP - 3/B- J RED HEAD DYh(4BOLT 57fEyEANCJlD-QS AS UWUFACTUREd BY Irg BUILDEX SCALE: J/b- r- N07ES R !) 1 &&NUM' EMBEDMENT OI TAPCAN MCHORSy Qco PMff-U & ELCO YN -mwft PANELMA7E PLUS ; RED HEAD DOXT AND MIX -FLEX SS{, NM rrE CONCREI BLOCK UMT SHALL BE 1 1%( B2) 7/5' CALK-/N ANCHORS O L BE E v Y r E7{IBEDq�D IIYID D E CONCRETE' BLOCK VW_374- UMr b NO EMBEWENT INTO 57U(SA SNAIL BE PESM7171:ZL -!/4- 1-20 SCREWS USED MALL 1- I' 16B" 'U'V'UbV SHOULD STUCCO D75T, AND f-fWMUM LLS UCCOJ/Z- LONG FOR W4WH NO ST. p B.3) N CASE 7741T PRECAST' STONE OR FT�R"AST CONCRETE PANETS BE FOUND ON PC FXSMC Y'ALi, ANC/lOF N SHALL BE LONG ENOUGH TO REACH 7TE UAW 57R(A;7URE BMND SULH •PANF1 c /VYCI{ORACE MOLL BE AS h AOC TED ONWIE., byB. i) rE B 4 ABOVE `D (C) ANCHORS SHALL BE fN M LED FOLLOW= `O • ANC H IrS UWUFACTURER ALL orTHE REi 0.4(METfOg770N5 AND SPECIFICAnON.S Or 7NE LEG CM 093, ,`�� b 7. PANELS MAY ALSO BE INSTALLED NOH[ZnF(TALLY. fW1S1INSTALLAlIgN DETAILS S}IpyyN � _ d (STlEET 2 & 3 OF 9) EXCE7'T 7TTAT Z 3 d- 4 4 Sf14LL NOT 9E USED. ON S_FC77ONS 1 7HRV �M15 Z000" fL TT SHALL BE THE RSPOH57BKRY LIB ONE CONTRACTOR TO VEIWFY THE SOUNDNESS OF NE S77 UCTURE WIiERE o SHL77ETf !S 7o BE ATTACHED 7o raw fRpaEfT Ah1T02UGE 1.950.".. g. s b °�' VRACK:CONCRETE; BLOCK OR T4CJOD F7TAVE BUAL.DWGS::.�•_ _._. S WL ONLY BE ATTACHED 7D SHUTTER ® J4Ei�ERS -D "F" ,�h'GL ' rp srnF: 3i6-_ 1• ?.s�rtrrrE7T uwUFACTURE�S LIBEL sH41t P T 8fI7TRSt fi4CFl _ ,:.:� CK LABEL .SHALL READ AS fouoj SCALE : rg r" EASIMN METAL SUPPLY INC (/4- s JOf St7?Es S. STUD Wl27LD Tp p Mi1OYAr ON SECTIONS � I h DEW- 1 o6J- - of - — 0 o93•' 1 V STUDDED �IfdGLE F f25• 0 o I I WE WQ?M FLOW • J 3f4' U"W AW COUNTY PRODUCT CgNTRM VfD I L LAIN � I ti Y STUD C;/ DIE CAST ZINC NICKa PMIED Yr7NC NUT APPROVED AS CON,PLYING WITH THE SOUTH FLOR DA BUILDINO CODE DATEO(0 ZOOI - - - - -BY- - - - J.625 1.9i5• PRODUCT MRDLDNI510N t = Win..085' BUILDING CODE COMPLIANCE OFFICE J10-NT34 Nvm Amr 24 GAGE GALVANIZED BERTHA STEEL STORM, PANELS / T 7 7.,; � 7--_ \ WAMI OADE COUNTY AS SHOWN S. AL F.�'�T�?A�"'f,/,'�'7 � f cc e©F�1 m. .,.... •. 7/T°�o0 . . CONCRETE ANCHORS' (SEE SCHEDULE) < POURED CONCRETE REQUIRED-\ (sE>= SCHEDULE) FOR UWlA,(UV SE°ARATTON 'S' TO GLASS . CONCRETE ANCHORS (SET= SCNEDULE7 POURED CaWREJE'REQUIRED IT+ Cont FOR UIMU�W SEPARATWN TV RASS Cont �" ----�. CONCRETE ANCHORS (SEE' SCHEDULE1 b D 1 N� f I f POURED CO"CREX f 1 I REOUdiEp I I I -OR LaNru m. CONCRETE AN' ORS' (•SEE ScNEDU[-). ok n CAE REQWRED rt 2D k 111416 f i W!Nc NUT P EYERY of pQ/rNUEVXIf d J/41 -20 112 ►�RP auasrN Q'�/'z NUT f i 4 2D 4 OMZAP O &7DSPM I -A[S ww/ 7�x3/32' i WWG NUT a Eby FRMSHED )ML a U --- pY> mRtAP P AT/RSPAN i i a w �y f Bars Was NN ° x t b rz- a G POURED f I I-?- Q_ POURED r/f' r-2o CONCRETE f CONCRETE .W/y/8x 9 f r''• Gt�NCRETE f OR CONCRETE ■ i OR CONCRETE KWC NUF•o I 9 I A4. NCRE�£`: BLOCK WAIL � BLOCK WALL JZ� O. � BLOCK'WAU f REOWRED ■ REQUIRED / ont f REQUIRED x t I POURED -/ ■ — I � ■ f CONCRETE $ ■ — b ; OR CONCRETE BLOCK WALL ' 'h . _ 5 CanE- f REQus4m c171VCREIt ANL'ygS `� CONCRETE / o J' Arm. (SEE SCHEDULE) 5 CgnC (sEEsCHEDu I Cont f CcwcRETE ANCHORS ` r/f' r-zDXr/z' R.s Ks, (SEE SCHEDULE) D k f lY/'NUf P Tz' D. a ni CONCRETE ANCHORS SECTION o ANCHOR • • - • ( ti 1 cont WALL MOUNTING-INSTA- TION _.. ._.BUILD �U � INS -TALC flop i... SECIOI 3 ..:. .. SCALE : 3 8` a T' _ - f SECTIQN _ f w SC4LE : a%a` x J. j f . f vs' v-2D x s/�' BQUs r� z - A'�O�DAS COMPLYING NTH THE Lk 7/e' x J/J2 NUT P W 50UTN FLORIDA BUILDING CODE -f -- 7,2' - T2` a � � - -- � - - E D_ � EDGE-aS, TANCE'- - ---- - --- - DATE �o IO - - - --- - - - -- - - -- �. - - - - - POURED _ / 2 (SEE SCHEDULE CNr �,-- CONCRETE oR.cDNCRETE f p b sHEErs 5,6 of s PRODUCTC lTROLDIVISION h ;3 BUISDINGCODECOMPLIA110EpEF10E REQUIRED CCEPTANCE NO 9 ConL SECTION ¢gy p MIAMI DAUE COUNTY � NOTE FOR coMETrNanoN of sECTTons : 7-t�m= 24 CAGE GALVANIZED %R-,,A �S �� STEEL rl�� t€f � � ( WAWELODR/CEIUNC %fDUNTTNG ��CI70NS G411 BE STORM PASNELS s��atE ,� EC rION j -- - - ` COdrB/NED IN AW WAY TO SUIT ANY ll�'STAELATTOK (� ms. ��rn CONCRETE ANCHORS (SEE SCHEDULE)' ED CONCRETE REQUIRED - o W POURED -- --✓ .-.`' 4% CONCRETE DR CQNCREf1E BL OCK •WALL :r ; REQUIRE Coast f/4' 0-20 S. S )WACHINE- 80LT W/ NUT WASHO? T' tc Tn ro i c-c- ,/ •r rw x 1 Z - SS WING NUT Q EVERY OVERLAP D MIDSPAN uvus W/ T/LI' x 332 WINC NUT 9 12' 0. L` — CONCRETE ANCHORS (SEE SCHEDULE CONCRETE ANCHORSE D. (SEE SaYEDULE) E. D_ POURED CONCRETE E REQUIRED D.POURED CONCRETE \ \\\\\\\\\\\\\ . f"1 �I Ii�1 ; t 1/4` C-:20 x f z`- SS-ALS W/ WING NUT o Y DV WW. 0 MOSPAN N� J Cant iAJLTET?Fl4TE' LEG LO 4770M iO7 OR 8 Coast i gf' f 20 z ` BOLTS > x -3 2 • !WING NUT � 12 CL r- 1/4 i 20 x •S 5.xsS W` 7 B" x OVERLAP cp wDSPAK (SEE SCHEDULE) iFOR AONG4( M SEPARATION TO GLAss 1/4' ,0 20 x J } SSALS W% 718 x )MG NUT 0 EVERY OVERLAP a A mspAH •fix,.` l �. ALTERNATTYI" 'RLOCIC WALL — f `Afro CONCRETE ANCHORS V REQUd?E I r' Afro - (SEE SCHEDULE) LJ 1"4 1 1 I, LEG LOCA77ON I " ..� h 1/4` 20 S MACH/NE CONCRETE ,�y � %i I f E BOLT W/ NUT cE WASHER POURED CONCRETE E D. SIFT u CALY.-1N A4 ELCO malo f, ul /— CONCRETE. C lEQUIRID ( PANEZMATE OR rout, PAN m , ffbRS J2 D. C. (SE• SCHE71(10Ej ELAlATE PLUS o t CcnL POURED CONCRETE E 0. 1/4 20 sloElrACIc'D6& OR c h BUILD p, r� �I �+7- / r _ REQUIRE / N/1/4s � 20 TRusSH&W Bar • --. ... !� V IL fl o U I �! YJ f A L LH (/o - :.. CE! U! = f oI to _ (SEE SCHEDULE FUR SPACING) umaNa • _ uQFILING- � - F-t0o� �R ot�l��«c SE�1�f01� SG4L.E . 3/B" _ ►' - - ASfALL.� �loi� -- SECIOh� 6 WALLO1171'1I fPjiff�L1�4101�-_.D.... . _I STALIATro'N — SECRON ? SECTION 8 SCALE SCALE 3/6' : SCALE : 3/e" � �" _ . (SEE SCHEDULE) FVR MINIMUM SEPARArRW iTO CLASS g Cont I ti E D. = EDGE (SEE SHEEI DISTANCE I OC ^� I 4 1//4' 0 20 x /4' BOLTS Wf 7/11' x 3/32 y CN Q • 12' 0. a in �. NOTE FOR CbMBINATTON OF SECTIONS : W14MFLOOVCEIUNG MOUNTING SE127IONS CAN BE '. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �1 { (SEE SCHEDULE) IFOR MINIMUM 5E7'AR47KW s- TO CL45S i1 4' t-20 x f' Boas w NG Nf1T � r i11^0 � " APPROVED AS COMPLYING WrfflTHE SOUTH�-F�LO�RIDA BUILDING CODE DATE Cxo! ZdBY ✓ll�� PR66UCTdakIROLDMS1ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.CD - 0919 - 10 CSLK-/N L14 ELCO mola/female PPA,NEL 4 E OR molt PANETAfATE. PLUS �5► 9AIA 0-20 M EWALK BOLT L-Ix at(SEE SCHEDULE'FVR SPACING) O Bf PO!)RE OR CONCRETE RE7E BLOCK WALL REQUIRED- o W JR Q d f O POURED 41 CONCRETE OR CONCRETE SIDE }YALK BOLTS ARE 314 Ox3/31'7hZK HEAD MACHINE SCREW W/LENCtI{ AS PER NOTES A2 k 9_2 (SHEET T) TRUSS HEAD BOLTS ARE 1/2 Cxl/B71ECK HEAD MACHINE SCREW W_LENCTH AS -PER-NOTES A.2 B2 (SNEFF 7) WWI DADE COUNTY 24 GAGE GALVANIZED BERT74A AS -gWWN STEEL STOPW PANELS 9'4LE 7/fo/oo EVIEFF_RAf_ MI-7Z-1 tzriDoP2a osr^ CUT PANEL I t f 2' x 4' z . T 25' 31.D5—N14 OR 6063—T6 ALLOY Conf. Alum. ANGLE" — CASE A (Plan) SCALE 1/4" - 1' PRURm CONCRETE CONCRETE BLOCK WALL rr REQUIRED - CONCRETE ANCHORS 9 12` 0. C 2' x .S' x .0.9j" 3105 H-14 OR 6063-T6 ALLOY Cant Alum. A)VGY-E M ANCHORS 8 12' 0. C. I/4' W- CASE U (PfC717) SCALE. 1/4 ` = 1 " POURED CONCRETEa5' OR' CONCRETE BLOCK WALL REQUIRED W b v� J�d ��2 oi?oO® � k 2` Md: OR OR OR cl? 24' O C. 3105—H14.01? 6063—T6 ALLOY W/JVV" ConL Alum. ANGLE PO RED CONCRETE' CONCRETE SLOCK WALL \ REQUIRED FCONCRETE ANCHORS 2.500 4° 12' 0. C. Arai. I.ODO 2` x 2' x .055' TO ALTERNATE LEC LOCATION 2' x 5' x .055' Cont. Alum_ ANGLE oR .0130' 31 3105- DS-N154 SHEET METAL Alum_ BENT PLATE - CASE C (Plan) SCALE- 1/,f' 1. SCALE 1/47 = r' MMMUM DESIGN PRESSURE RATING "TY" (p.s...) AND END CLOSURES DETAILS CORRESPONDING MA HMUM PANEL LENGTH '-'L " SCHEDULE' •UWUUM DESIGN Max, PANEL LENCTH APPLICABLE TO PRERSURE )RNC SECS MINIMUM SEPARATION DNS q- •• _ �__._ ... :_�...�_ ..a (SEE SECTIONS) _ __z TQ CU1SS... a _._.. 4 :... OF THpI(. +66.0, -76.0 7 -6' OR LESS ,;' 1,2,3,4,5 do 8 +60.0. —70.0 >7`-6" TO 8'-6` J. 0 -,gam — -- ---- — — - OR CONCRETE BLOCK }PALL . , 160.0-700 REQUIRED >7'-6" TO 6'-6' 3 3/4' 6 & 7 APPROVED.ASCOMP-LYINGti'4E•fME - SOUTH FLORIDA BUILDING CODE DATE �o O PRDDUCTC NTRDLDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. j -oQI q- Ip WWI DARE COUARY 24 GAGE GALYAA!IZEO BERTf-IA AS sROWN Fi. STEEL STORM PANELS SC4Lr ••w t. E4. 7110100 �iSkNtiT37 . Y•Wt[I.tl /p'.*)O--gW-jyc rm E 0 L 3w LOW LTW_ Bld[gx 7r (As.CJ ' *'s19'v-SET LIKYyd ELCO TEGRcky . QcR£F 7D C_ ro +er RED in m cotEr SLEEjV ry u ciY . giEfE-flFx SS4 ro XNCREIE - l{/Z�WTE .. �W - f17F PLUS PO} aix-1 Af°00F * �`/A.ro . fT NIA 11' K/A i2• o CO CRM .ID "4StWRr TO CONCR I: ro Af4SQ5Ry ro 1F IL i/ AYr CoIJ@({{ l LE?R l7i i 72- IZ' }(/A r2' N/A TZ' VA--. J2' r [! 7ltevi 12' T2' r2- 12' NIA 1 () - 12 N/A IZ' KIA 12' N/A 12' 12' 1-. 12` f (BaTTtisD 11` 12' r7' 12' 1Z` 11' T2' WA IZ' W A IZ' NIA 1 (�P) e1- WA rz' WA 12' KIA r2' 12' iZ' i7' 72' 12' T-(e0mv) 12` iz' r2' T2' 12. r2' Tz' WA rz' WA 12' WA s {rnP) F60.D, -6f.5 fZ' WA 12' N/E 12` N/A 12' I?' 12 72` r2' i?' 3 (B077b1!) 12" f2' TZ` 12` 1Z' 12" rZ` WA. 12` WA f2' MIA 4 ice°) 6=0` OR LESS T2' WA12' iZ' NIA i2` WAfZ" rz' r2' rz' - 12- 4 (�rna'q 12` 12 12` tz' rz' 12' T?' WA 12' NIA 12` N/A 5 (7 pp) f2' WA 1T' NIA 12' WA 1T' - iZ' 12` T2' 12' 12' 5 (BGT7D7() 72" NIA 12' NIA iT' NIA 12' NIA 12` WA fY WA 6 (7UP) 72' EWA r1` N/A 1z' WA IZ` WA f2` WA 12' WA 6 (Bomv NIA I(/A WA 72` WA 12`WAWA WA 11' WA 7 avf;I OTWM) f LW i2' 1KA11" AMCtJOW SpgcNg FM E 0. _ J f/7• •, 12` 72' iz' T2' a (TOPIBoriox) tLlp 9wt.Y:z +LTiva�saT tcx0 iD ro xcs r Io eREX-fux sss ' N1tF/FE7yCE I 7 ►i47E I14[E n+sLlxre Deus Po A9PUCA8LF JJ cone rF 1kux+Rr m cavrarm 7v kugw- m cont rF ro °qx'H 1D 7D arm's A* � nstvtL ANr Co0BFKfRk WA 12` N/A fZ' 1'{/q 12' WSLl51tr M MMa 7F m %ttztivd'q" tE1rr771 Z• (rU a` 7I7%. 11 f1, 1Z. 12' 12- 12' WA iZ' 12' r2' l(/A 12- WA r (7uP) :. 12- X/A 12- N/A 1Z` WA 12. rz` rz' rz' 12` r B17 ( � iZ` 11' 11 11 1Z- 12. WA IZ` 12 NIA 7Y. N/A 2 ) 11' WA 12' MIA 12` WA IZ' r2' T2', 12-. tZ' 12` 2 (BOTTDty '•,.k 17� il' T1' 12' 12' 11' NIA 11` rz' KIA 11, WA (ram) 72` rz' N/A f2` f2` f2" f2` 12' r2' a (BOTJp1,� ' 72` T!' 12" WA 17` WA - t1` li/q . 12' Wq 12' 11` rz• ti` 12' 11' 4 (rop) 6'-0' OR LESS `j i2. WA 12' WA f1` NIA T2' l2' IZ' 12' •i (B0TIW 12- s' JZ' 12' 11' 72. N/A 11` WA 12` K iA s (TOP) 12' WA r2' N/A _ 12 WA 12' rr' rz` 9` 12ri` - I s (Bo7Tosr�. _ T 1 WA 12- NIA 12' WA t2• MIA I.Z. 12. WA !2 1{/A 6 (%A°) - - .12. WA _. 12 NIA 17' WA . . _�:rZ` + WA _ 11 _ 6. rBpjr hIA WA WA NIA WA N/A WA 12' WA 12 ` WA 12' WA 7 (TOPIBGTIR$) u4a71A117 �S7C7f 12' 11` ll4XriA MT Ads SPr1CC1C /A4 G P. J •+ 12' r2• rz' is' 6 (row/avr; lh4D LLW BIALix:C 1/2' - A°LYkts/+uw-sar PPCCNS ro CavcRae ro eet�� Bm tID SLCLIE m= CJiEIC-17FX SSt ELM rlxrmw c Ma.wT WiF FswwrL�cr�ps PoNfltS iAS1ETlMC APf'LIC4&E TD 12' !{/A 1Z' ro wsLvrRr m ravataF ro µtYQW ro coT(� 7p fusrnnr MIA 12' WA I2' WA 12' htY 12' 10' !Z' 12' 11` T2` !2' WA 12" NIA y (iOP) IZ' N/A 17' KIA 1Z' WA 12' 12" 12' rT 11' 1 (go -- - - — —1Z` 1p• — - 17: iZ`-- - --- --- --- 12' 12' N/A ---- - 12- KIA - —TZ' — - 12` WA 12' NIA 11' 12' WA 12' 72' 12' 12" 2 (BOT V4 12' 10' Tz• 12' 12 iZ' MIA iZ' WA 11' N/A 3 60.0, ^6T 5 1Z- WA 12' MIA —IZ-.— TT- —TZ —iZ-- f7' IZ' 1Z` —)— — 3 (BOTrgL+) 1Z" 10' 12' 12' 12' WA 12' 1Z' NIA 12` WA 72` KIA 4 POP) 6--0' 70 --6 12` WA i2' WA 12' WA f2' f2' t2' 12' 12' 12` 12' 7- TI' 12' 12` 7T' 12' NIA 12- WA rT' NIA / 5 p) t2 I' A ✓ ez' N/A 11' WA IZ' s 12' s- r2' 10' s (eOr7 re) f1' Ij/A 12' A W 12" WA fZ' II NIA 12' WA 1T' NIA 6 (TOl' tZ' t N/A ram- rl "UaIMUM ANCHOR SPACINGS ARE BAUD FOR 3 FOR 1/2' EDGE DISI,gNCE E_ D. LESS TtIAN 3 112 . REDUCE ANCHOR SPACING BY MUL77PLYING SPACING SHOIYN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE - Min. E D. FOR -iN AIKCHORS IS 2 1%2'� FOR 7NiS OPM4770N TO' BE POSIBLF, REDUCED SPACING OBTAN& NDSPAC G4TED FOR EACH ANCHOR TYPE AT ANCHORS LEGENDING FACTOR ACTUAL E. D. TAPEON/ RETE—T7IX Ss4 PANEZM,gTES C"—Ili RED HQ••.SCEE� 3' .86 .75 1.00 2 1/2' 71 2' S0 .50 f.00 9.88 ANCHORS LEGEND ANCHOR` ANCHORS UIN, TYPE SPACING. E D. = EDGE DISTANCE TAPCONIFANEWhf4TES1 CRETE Fzix SS4 J.00 CALK :IN ..... . ; :2.5' - REY RD. -•..... _.. „ _ _. ...45.. DYA ABOLT SLECYE- ' ' - _......_. ........ _.. OSEE NOTES ON SHEETS 8 d- 9" OF 9 ' FOR. ANCHORS TYPE & SPACING FOR e r. .,... —f APPROMAS COMPLYING 1'WTH71, E SOUTH FLORIDA BUILDING CODEE BY PRODUCTC TROLDIASIDN BUILDING CODE-COMPLiApj OFFICE ACCEPTANCEND.LQ - 09 19. In MiAMI LADE COUNTY !��STE:E:L 4Ll(Ahi1ZED BEPTH,q � ,�STORM PANELS scarot uAzmvr MCRDRe SPAm'•76 FDR r A - J r%- •• uR1NU![ Lr.M: suLLDO[ .. . [L4rCX U)wqTApC;V?iy12WX-!SEr UPCUY� aC0 Tvamy7p (tea RID tID AiZYECREir-FLEx s -4 1t�L�/FL3�{CE AUYlIK41E P0"`0MiASInN^'C APA(Xt��� row,SgVRr 70 ' TO uttoNRY ro awcnLrF ro u4sa�etr rouuF RvvII3lE1E! tt6Guc N sLsr7%.t E rD 7t4SUYRY ro . ro uara�wr- TO ' CM 1Y L �EL N{/A T2' N/A i2' N/A '.7Z• �W+ 7E tC 57[r C� pol (nJ N{%A J2. PRESSURE R41ING Irs.f_ 9- 12` f2' fz- rz•' r2• x/A r ("'�'J' CORRESPONDING a�XI�U11�IYCIIOR SPACING SC �4ND tz_ rz' so' r2- rY r (eorrvaq 171r.ST HEDU-L:E Fop rz' WA 1Z- N/A 12' AT.T 4TIONs INTO CONCRETE 14ND G B. STRUC?'URES WA Tz` NIA 12' 12• 9` 12- 12' 12" 12' 12' iY WA r7' WA Z (rop)' 12" WA 1Z. iz' 12' - 12- WA 12" WA 12• rY Z N/A 12' WA tz- 12' g• iYP°) f JZ• T2" 12" 12' 12" 11" WA 3 - +ss o, -Az,o 12= K/A 1Z' N/A 12" N/A 12' x A r2_ TQ tr 12- NIA (BOTTOM) #MAXIMUM ANCHOR SPACINGS ARE YALID FOR 3 f/2' EDGE DISTANCE _ / x/A 1z- N/A FOR E: D- LESS THAN 3 1/2" REDUCE ANCHOR 'SPACING BY 12 s rY 12 tZ' 12' 12- 4 (�) .. s' °" rv'r 5 14(UL7TPLYING SPACING SHOWN ON SCHEDULE rz` tY 10• FACTORS (NOTE: Mrrt_ E D. FOR � 7-HE FOLLOWING 12` NIA rz` N/A r2' 12' Tz- # (� CALK-lN ANCHORS !S 2 1/2 �. _ N(/A r2 x/a i2" N1/A 1Y N/A 5 ) FOR THIS OPER477ON TO BE P057BLE, REDUCED SPACING OBTAINED 12 s- T2' r 1 • USING FACTOR SHALL NOT BE LESS i2` ro' r2- x• 12- iNDiCA7ED FOR EACH ANCHOR TYPE ATAANCHORS LEGENDNG rz' 5" r2' r 5 (BOTTOAr) WA iZ' N/A I?" WA 12' 12- N/A 11- WA 12' WA WA i2' N/A 12' N{/A 12" NIA WA iZ" / 12" WA rz" WA r2' n(/A 12' N/A 1; (BOTmu) WA h'/A 12' WA 1 r' WA K/A N/A I(/A IVA 12` i2` rz• fzJK/A 6 (�/N4a?�) ACTUAL E. D. TAPCON FACTOR UVMAN ANCMn SFACtic FMw E 0... J r/i •• (�P/�T ) BETE=FLEX SS4/ CALK -IN /yuxr 7D HD LrX ew[n�x NELMASLE EVEezco A -SET )r rD sLa1£ Qlu-w-rm 534 u�c�/�L3 F »vulture; POx�s rAAF� APrs r rri 3i I. 1n cava¢QE To-uua r ro fir ro fus rttr ro uuuvrrr 1p 7Dro PLus CALK—" ti w¢ 2 1 2 - .75 i.00 L[iVL7dETE ro J�tKMdrr ro LSE ' ro 12` WA 12` N{/A 12` r io C�E7E ro Lr= Via (� .71 T2. 9_ I{/A rz" A'/A 12- WA 12` 1.00 t2' r2' rz' rz' rz' rz' WA r n°') 2' .50 _ rz' 1°" rz' 0.88 .. f2- N/A fz' NIA 1Y 12' r (90TIVU / IVA TZ' N/A 12' 42" N/A 12' WA 2 (top) ,t a r2" r2' 12' r2' J2" WA !2- r2' 12' 1Z' 12'. 12' 12" 2 BOTTOI! " N/A 12' MIA 12- ( ) ANCHORS LEGEND 12, 12" 12' 12' 12' WA 1Z' WA 3 (rOP) 12' WA I.Z. NIA rY WA rY 12` 12 _' ro' 12• Tz- 3 ( ANCHORS ANCHOR 9` N/A 12WA 12" IYAN, rY 1Z-12 12, WA 4 (roPJ 7�6' m e'-s T?'PE SPACING E D. =EDGE DISTANCE•. WA 12• N/A rz• N{/A r2• 1z' T°' rz' r1 4 (�°M) TAPCON/PAIVELMATESl .. . r NIA 12" Ar/A 12' WA 12- Tz' 12' S (top) ' CRETE FZ IX SS4 . 3.0 it' 72" 7' 12" i2" N/A rZ' 6' tY r a,_5 (BOTTW) r2' N/A tz" WA 12' K/A 12" .: .W r2' - 5 CALK —IN _... WA t2• _ .. A-` ._. _iZ` A. o-.. r2• A WA 6 (ll7?) _.. _ _ 2.5' _ _. iJIA — tY" 11' WA' 12• N/A 12' f2'..., N/a WA / t{/a r2' N/A f2, 3/8' RED HD. WA x A N/A N/a rz' IZ' >�A 1 r' N/A z (/eorrva)' DYNABOLT SLEEVE•' ._- 12` 5` 12' 12' d �• T. (MP/BOTTOM) I�WM.iL� AHQyg4S SAiL3YG FDH G 0. - J 1/7- « _ uaay Lo crw eLatmT *SEE- NOTES ON SHEETS 8 k 9 OF 9 �sTrrr r�o ram'- �� FOR ANCHORS TYPE d_ SPACING FOR fiu ra rrm ND u¢ mm-f= ssi Mtr Polanzs FiLsrtxevc ro cw[cRCTE to weaver ro eorr�re 1v_Jcss�+att� . _ /tawvF siwaxarr wrF PAr[[urLre Plus _ cur_ _ sLrr� _ - _ _ - _ TTDIaI _ _ ---- - - -- - - - - - - ro uasavRr ro e- rz' JVA 12" i(/A 12" WA 12' N/A 12' rY a- WA rz' APPROVED As 12* rz' fT' tz' 70, 12' AS COMPLYING �TNE 12` WA lY N/A 12' RIA 12' N/Atr' 1z' ii' i (Bortou) Ui}IFLORIDA BUiLOi DATE - — 7- Z NG CODE - --- - - - - — - — - - - ------ TZ 8 --1T'-----T2' -- iz�---i1. --- Tz- �,p)--- - - - --- -- -- ----- --- ----- - --- ---- ---- -- --DATE 1 10" 12" 12` NIA r2' N/A i2' - 10' 12` 2 (BOTT-OM 12' 8- WA i2' N/A i21 WA iT" NA ) PRODUCTC . t2' 12' rz" 12' / (Toe) RDL DIVISIDN ss:c� rz_ WA 1Z' : ` tz' rn' T2= �-- 12 — ir' 3 BU1LD►N'G CODE COMPLIANCE O10E HIA i2' (&Mcw) TY 6- WA 12` NIA 1Z` Pv/A 12' WA 4 (roP) 7-s• r° s-s ACCEprANCENo 12' T2' 12' 12- r2" iv 12' y' 12' rz• WA 72' N/A r2' WA [z' rr' 4 ( ) 12- WA 12' 4 F2' 12' 6• [✓A 12' WA 5 (rOP) . �� MLWMI DADE COUNTY r1' I s' 12" 4- r2• s• GAGE' GALYAMIZ�D BERTHA 12• r{/A 12' N/A 12' WA [2" N A� _ s (eorroL,) STEEL STORM PANELS s� tT` WA r2" / tz' WA rz- t!/A r2• TEA T2. x/A 6 (TOP).. I Ir/A' iY i. - . e R Ak,aA Al . w (p•U T2" 12' 12` 12' 12' 12, -76-D TZ- 12' 12. 12' 12' 12` 12' WA PERM Lw ir fw•U vim.® T2' .12' f2- .A 12' z , 12' 12' 12' to, WA . 1fiCAlLN .tPKila4S m:)ggjG Fvm r- DL �. 3, ►/j' .+ . LL1E" H7•:t,T Z -SET 'Apt r RED FID SLEEVE CRE7ER-Ex sss u4E✓EtuyE•.P,vJE].utrE y eE1E ro kqs[ ro Z 1D wsor�Y Iv OAYCRE7E To,utsamr -70'c 7E N ItlSgvBr TO WA., i2' N/A 12` WA 12" K/A ccwc T2' 10' 12' f2- {2- f2• f2' 12. r2- WA 12' N/A 12" N/A 12- NIA rZ- 10' TV f2' 12' 1.2 12- WA IZ' WA 12' WA 12. WA 12' to' Tz. 12. 12. 12' 12' 12' r2- WA f2' N/A fZ" WA f2' N/A f2- to, 12' 12' .12' 12' lz, 12' 1z' WA f2' A%A . 12' WA 12" N/A 12` 7` re TZ` 12' fz- IZ" g` Iz, WA. 12` N/A J2` WA r2- N/A 12.. WA f2' MIA 12' WA 12- N/A 12` WAAr2- WA 12` WA !Z" WA 12' WA WA WA WA WA 12' tz` 12- 44'2 I NXWD45 SPI - FA4 E a r 1/2' �+ r ra torts ,7r Rm w SLEEVE • CRETE-FLEX SSf ELCD 1Dtmm + . - `1E 1D) - 7D con,,,m ro 1KAlw ro OgYc7t£JE i�Eat¢E iD KISOW.. 7D CorxIEM F�nnww 1UL£ PI m Xl uw ro mvcnf ry/A 12- N/A 12` WA 1z' WA 12" 7' IZ` T2` 12` rz' rz` lo` 12. WA 12' N/A iZ- WA '72' N/A 12` 7` 12' 12` 12` 12' rz` 10' 12' WA T2` N/A .- 12' WA IZ- WA 12- 7- 12` f2' f2' 1Z` r2' lo- iy- 1{/n 12' N/A 1Z, WA rZ` WA 12. Y 12' 12' 12- f2' 'v T2 to- WA f2' N/A 12` WA f2" WA 12' 4' 12" 9 11, $_ TZ` 6` 12' WA 12- WA 12" !(/A 12. WA 12. WA 1f` MIA _ 12` AIA JZ' WA WA iZ' N/A 12- %IA 1 i ` VA 12' WA N/A WA WA WA T2, 6` 12. f21tE7g FL[5 PoN�..RS f7�7pE rAUC-X . APPVCAME 1p . savWsit t MtVWW ro ICY TO CAYCREjZ '� RL`_lfca—A� LE]-1N 'T'T_ a) JtA Tz- lY/A .1 (IITP) f2' 12" r2' r (eoTltT WA 72. N/A 2 (-OP) 12- _12 12- 2 (B0mwj WA 12- WA S (70P) IZ' 12- 12- ,T ( Barrfxrj WA 12` OR LESS 12' 12' i2_ 4 (B WA 12' WA 5 (TOP) 8' 12' IU 5 (BOTIDIr). N/A 12" Wq 6 ODP) WA f2' N/A B• (BOTTLW) WA 12" WA 7 (IDP/BOr7M ' 12' 1z' 12, 8 rfVP1B0?-7 lr) � � AWMABLE kCic PLl.ts Gi[x-r1 SECIIA'YS-{ a .- MU" PAWL >D 1F1SYiY41 7. c�NC1iE7E ro ANr LEht 7H 2` (2) tY VFTMw WA 12' WA 12` To` 1 (BOTT0S(1 WA 12. N/A 2 ( ') . . to' 12` to' Z POTm J WA Tz' WA i (fop) B 12` to" S (g077D1j ' WA Tz. WA 4 PUP) %6' To LT'-6 B� T2' to' 4 (Ranpo' N/A f1- N/A 5) 4. 12' 6` 5 (BOTTOIQ WA 12` WA -WA _ff' •(BOT]j7M%- WA 9` WA 7 POPAPTrmo _...-_ . 6` f2- 6' 8 imP/NOTTCXr) MAW DE`S`IGN PRESSURE` i�411'-NG "'� . s.l . AND RESPONDING ANCHOR SPACING SCHEDULE FOR U LLATIONS Ild?'O CONCRETE AND C, R S` STRUCTURES t FkUL77PLY7NG NCHOR SPACINGS ARE VALID FOR 3 1f2- EDGE DISTANCE LESS T 6qN .3 112 , REDUCE ANCHOR SPACING By SPACING SHOWN ON SCHEDULE SY 7HfE FOLLOIYING. NOTE : Min. E D. FOR CALK I1V ANCHORSLS 2 1/2'�. lS OPER4770N TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS jHjN UINIWUM SPACING IIYDIC4TED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON/ RETF-FLEX SS4 CALK -IN RID HD. SLEEVE'-PANELMATES 3. .86 .75 1.00 2 1/2` 7150 1.00 2' .50 0.88 .v ANCHORS LEGEND I ANCHORS ANCHOR TYPE MIN ;. SPACING E D EAR DISTANCE T'4PCON/PANELAL4TES/ - CRETE FLEX SS4 3.0" CALK-lk - 2.s. 3/8 i RED. HP. - _..:. DYNABOLT SLEEVE -. 4.5'_ 'SEE N07ES ON SHEETS 8 do 9 OF 9 FOR ANCHORS TYPE d: SPACING FOR MTNLA77ONS INTO WOOD FRAME BUILDINGS APPROVED AS COMPLYING WIT1 THE SOUTH FLORIDA 1UILDING CODE PRODUCT ROL DPASION BUILDING CODE COMPLIANCE OFFICE 4, • *' AfG4h41 OADE COUNT?' 24 GAGE GALYANlZED (;Ep,TLI as syofrN —TT—TFT STEEL STORM PANELS SLALE --\k;u.a ' - E,�STFh4fw crFo,,E ..._ 7/10/70 13.11 ir.(TDW h7DW) 12.000- (r-nTCnYr )rJOrH) 1-500r 4. 4 7J- I.-loor 4.47r 1 ALWIMM 2. I.Z5- (D. PANEL 3-000- Uol.--.7.47T Z470' T-F 2 A 125" R-?50` ALI 2 2Y + 125'-r 200'- /L .075- n125- 0;"_ -.-.073- 075- L 2 HEADER 'Max. 'U" BUILD OUT ibr -CONCRETE ANCHORS (SEE SCHEDULE) .374 .18ir gt-F r-T -F i -F 1 -7 T-i T— i -F i-F T-i -Fl -T Fn ­ F T- X, I 1-1-FTJ I I- I I I I I I I Y.T---T-T-lT— 9. (l-l-L MOW) CENERAL t<i ' 87 N &DOT (EFFECTAf MD IN) -f..4 7-r .050- AtU.urlLwz N J. 4- I sTvtw'pmn PAS Ban PCW1CV.1`1 ACCORDA.Wr WN 7)-C DALy- 90UHTt IV OF TW. SOUIN AD'" qLmLDrjC. CODE gi..rrnxw DC5JCW.Vv?0 LCADS SHALL DC DCTElb^W •iS PC)? S=� oy 6 Gv� ASCC 7_a. A, aA&C.)fJW -9'FXD. TH. 110 s7cibJ AvR-s AOCOLAcy RW j,,PAcr vo rAwA�r RalsrAWX 'w &fDf yEwla n '-W SrCT)OP6 2-315 & ZJ 14 RCSPCCTrrLr or 7,,C AgOW WWDNLD CWC AS RX ArFcffr'j 1022.oy-sht AAAG?)CW r= 'ALL ALL#"ww UD;AL PA'4as SnALL rAvf` 303-2-nm ALLDr ay 3W4-Mi ALI". ALL ALbs-^YW n7NVS47ejS S,;ALL BE 6063-7-9 ALLar UtCas- op<RVnC noro. M-L SD?En To 9E 5,jAnZSS.STra joi CR jI6 SME& MrS 70 RE 2024-Ti ALLWMW ALLOX C4UUMMD OR SrVhlM STE J6 1,1 Ajj,VW brLD Po^T Z 12-1---1 • HALF PA PANEL SCiltz : J/ir - I- C. AVCHCwTS TO MALL SnU BE AS. fVUD*,.S- (Uh= owffinsc fiolro), (V TV a*7PV FoL#?Ep MW,70r- - 114' 0' TAPcON Nx-'Ou As umtf,4CTLwfD By aw. RjusET OR Elco polnRx, 114- 0 Cr TAP -CM- AWNCRS (80?7T'A SWO-CON), AS A~ACTUACD Or TXLT-FAST C09PORA7XW - 114- 1 RML LWAC ~. A;,(7Aags As M4A41rAcrLvyrD &r 7w RAjr pLW mwWr 1'r -yy A%lD%WS 04 co r.ngi. pAAaAAIr AS A,"r & wa - '' 7/2r PAR CALXa fff INC Raft PLLG mvpNff AND CLCO JtcusmcAapccrhar. )Z250- )Z 12.5' + ? T. 1+ 'q .075 I h Typ- FVU R- . - I 2.2-50' L2r59f- Q"' -r' TRACK ka) SCALE ; J/'Y' - lr-0.9-r "U- HEADER .19cr r b I ot —.0.95- REVERSED "F" ANGLE TRACK scqx: J/0' =S. S. Sw D 70. ANGLE 0 SPACNiCS SHOVW CVhrRE-T ANCHORS (Sff SCHEDULE) STORM PANEL TYPICAL ELEVATION f X 7..% ' �- 2. 000---� 714' Akx GAP 114- Max STUDDED'ANGLE scitr : j/w7 - r SECTION A -A I cl-muDfr Nm PoLqwD coHo?cTr t)., TApcov AwcmRs is I j14.; fIx RAvL zu4Ac AJIrM 42) IS 1 315 ' 'k FDR Ll Co AWnj4AnX 'S 1 71ff-- A10 fOR rr T-V-QW AhO�,ORS IS 1 114% AYL CVX-N 'VA>KM S"ML BE EN7Way CWDXD NM THE P"[D MCRCTr W Dv9CDVoff HID sTLCCO STALL BE PrWTrM 114 jp-20 SM)rS USED &'IALL RE 1 I/r LOAG ATvWW ShvC STtCCo DUST MD I - - M"A" FOR ZAUS whi w sTucco. z -21-r A.3) N cAsC 7mr AiECAS7 srov& pRCEAST cotcRcTr pAyfU on PAvoM BC Mr� uv INe I DayNn WALL a? nDDt AAVAWS SMALL BC LO,G DeOLCW ro REACH e AW R-2OGr SnnrnAW DEX"D SLrN PMXU -CROWX SAW BC AS' Wor'ATM on W ABOVE. TEN ILI) A AJ). (8) TO EX sTm CONDYW aDCX JYAU- r P- 12ff- - 114- 1 rA-cc" ANO'xm AS-W-rscrLb-co ar Lrw. "4gLT OR a R. 125' - 114' P Cr rAP-C.Ril AhChor77 pERIM co hvuswjfM T- SW`D-cDH)---As mvM2zTZWCD Br mu- - 11,r OF RAM ZAUAC MJL"'ANChUR5 AS UWAGACUED RY TW RA*t PLX OX r TION. "0. - p x 712r RAAL CVX-YV MCHORS OR L100 mot -.k tKrwio -pAhCLAArE, AS [--ISO, Na T— �nW PEW CO NO EXCO AXVSn;MS. RMTCTAnr NOTES, lebTuLw D4xpmw or TAoccH mcncTs� x"t ZA c gkxrt GRIP. NTO 7W CONC12CM lXOrX tur SHALL SC I k." a -co PA42.lA7]pp;,,M Cr TA-- 8.2) 7/7r RAWL CALX-N MoIQU _V,;ALL HE MOTFLy EVSW= NID L"T AQ DIBMAENT yno 57LCCO SMLL BE pob4TIrCL 7w CDvoltrw- BLOCK LAW. soyin usm s-ALL Bc 1 112- Le.re.14WA-VAI so-lot� r Al"Aw.foR xAuig min.wIncco. ILJ) N CASE I) AT PREC45T -STOW OR PRECAST CaW-%7r PANELS 0 . ... ... C FD"f:b. WALL, MCHCAS SWL W LOG ENOUCH 7V ACW PiC 9VH SlfitC70k��.;SLCH SQIYAUS, AhCUORAQ-1 SHW AF 3"" ANGLE BUILD OUT BRACKET Br AS WDfC47ED ON NDn-S JV R 1) k Z-2)� I rt (C) ANCHO� S)ALL W ASP.LLM ALL or n't Rpc5vwNQADQyS scALc Or 7HE mrnms 7- PA%US UkY ALSO BE M5MM HORVONTALLY FOLL O*M'MT4tA7?OH DETA4-T g4ff.on SICnOMS 1 TH*U IF P"� 2 & a Pr 8) DtCnr 77A T hcAo.ris zl'j .1 4 swu hvT Bc. B- IT SHALL ar 7w BEVamsourr or 771C mymcmm To* ppc..-'smwn-c .' h0OD FPAW DULDWGS. AMaAl' M 'M-C Pfi-PIW AKIASAC& 71,S wo?c ShVTTC-,,R is .,,.Kgory 7?c sow ,0 C.W .374- ATTACHED OR .1 BB" AN "ACWRDM LASa SHALL Rr PLACED AT 90TTOAI or LA6a &'MU ROD AS fMO)VM -rA9fD?l META -'StPnr . Ar LA'X urom)t floalai D4- COWrr PRODUCT . CaYTROL APPROVED. LLL LOCA77W DTr PRODUCT RENEWED ACCUT,,.NCEN0. C)o 0 6 0 2_ 0 P- 125--1 2 DOT --I 0 -F- TRACK ANGLE- ExftRfMN DATE 0 '0 7 2003 APPPO'IED* AS COMPLYRIG V1'711 THT , x ,Aw 31r - r 125- By SOM11 FLOMDA.UMPT C011E PR ODUCT CONTROL DIVISION o?)q. Be E --Dpg- U I HOW;!COiii R D BUi!D;t:"j CODE CV,.',,)pj .1f.f:*t UITIC ZI £� q ® 2® x 5" (Max.) x .125" ANGLE T:� -1075- DETAIL 1: sTuD wl 1t7Nr NuT IL ECO"l:c:—\ TXaF MTYHG & DV0AXT-RWO CCWPARY 13?1 Xr. -lock -V- M. 2-17. WQ'M CVWC6A. Ula4i Pt- . . r..: (jW)j7j-jjjj F-- DA0E COUNTY 0.050" BERTHA STORY PANEL As SHOWN SCALE 7/7/.98 EASTERN METAL SUPPLY, INC DATE 98 172 � e t CONCRETE .NCNORS (SEE •SCHCCULE) POURED, CONCRETE F?EOUIR£D --\ d W a r— (SEE SCHEDULE)- FOR MINIMLIb7 SEPARATION -S' To ICUSS OF WINDOW OR S G. D. d .POURED. CONCRETE';;:: OR ccahv-p rE, BLOCK• -REOU/RI]D: j CONCRETP .40CHOR5 (SEE Oul CONCRETE OR CONCRETE BLOCK WALL REQUIRED I I I I 1 1 SEC77ON 0 ANCHOR I I I / � CONCRETE ANCHORS : (SCC .SCHEDULE) i POURED CONCRE7F - _L REOU)REO �\ b � k 2 Cont. 1- (SEE SCHEDULE)- 1 FOR IJINIIJUM SEPARA77Ov "S TO j I GLASS OF WINDOW o OR S C D_ II h� -n g 7 Cont. 1/4'd-20xJ�' BOLTS W/ 7W8 J/3r W9,V NUT 0 12- O. C_ / o POURID t" CONCRETE OR CONCRETE II` BLOCK WALL REQUIRED II �I 1 I I C77NCRETf.ANCHG�RS N POURED CONCRETE REQUIRED p 1 4i I y W x (SEE SCHEDULE1- 2 FOR Min. SEPARST)OH S'.TO d 0. GLASS OF WINDOW OR S_ G. k ' 0 14-I-?0xJ 4- W)IA I J/32- C UT 0 1ro_c. — / / � --�q Con CONCRETE ANCHORS g (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 2 - SCALE : J/6- = I- w V Lo /4- BOL75 W/ - 7/B' x WING NUT 0 12- 0. C w { 1 \-- 99 Cont. SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION I -SCALE : J/e- = ,- NO >7 : DETAIL OF SEC77ON A STUD VAUD ALSO FOR E D. - EDCE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF B) o i POURED " CONCRETE OR CONCRETE _ BLOCK WALL o REQUIRED h 5 ConL /r CONCRETE ANCHORS (SEE SCHL77l1LF) BUILD OUT INSTALLATION SECTION 3 SCALE : 3/e- — I- NOTE FOR COA181PAT70H OF SEC77ONS : WALL/000VCDLING WOUH77NC SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION_ ConL CA'+.C77L7F mchol S' (SCE SC)fCDUL.E} POURED CONCRETE REG"RED —\ p W W f --- (SEE SCHEDUL[� b FOR Lfn SEPARA170H S- TO GLASS CF WNDOW OR S. G. 0. L/�- / -20 x J/{ BOLTS7/6 W/ x J/J2_ WNG NUT 0 < 12' O. G a 0 9 a 1 O POURED.W CC6CR£TE OR COWIMTE BLOCK WALL REDWED CONCRETE AW"ORS (SEE SCHEDULE) I Cont.-. BUILD OUT INSTALLATION SECTION 4 SCALE : J/e- — I- Cont. r-20 Al. S. 7TO 12-0.C. APPROVED AS COMPLYING WiTII TIIE PRODUCT RENEWED SOUDATTF�L�RILA ob BUILDING CODE Q$1.00 ACCEYTANCEN. d0-0 07 a BY EXPIRATION DATE S 0 PRODUCT CORI DIV!S'ON 20o BUILDING CODE CDMPLaINCL 01119E el ACCEPT1d;Cf NOSL_Q0_ 1 • l(o --APROD --CoNTROL DIVISION BUILDING CODE COMPLIATICE OFFICE 0.050" BERTHA STORM PANEL 1 L E b O t m c EASTERN METAL SUPPLY, INC 360p 7Jrd .M_ 51�1l7){ TILLIT TCSTINC .t DJtt!/t; COiIPANY LNQ IrDYIN, II J3f67-S7I7 eW! Mar. -aok SL Sta 717. rv4t?H Wcam n 37rbo Pno., : pos�e7r-rsxr . !m a pm)e7r-rzrl DADE COUN7Y AS SHOWN SCALE 7/7/98 DATF 98 — 172 DRAW/NO No ' POURED CONCRETE y p OR p h4 CONCRETE BLOCK WALL VARIES 9 REOURED .. Lox I ' 6 1 POURED CONCRETE CUT PANEL ORh CONCRETE BLOCK WALL 4 REOLRREO t' Min. { CONCRETE dNCNORS / ,O 12" 0. C. � 9ffLF'1J5' .125 C)OROOR® J105-H14 OR 606J-T6 ALLOY -- -� _ �i ConL Alum. ANGLE h \ OROOROORO 1 2' uax. � II OR 1/(d DOLT 4- x 4- xJ.071" D 14- 0. C. J1O3-H14 OR 606J-T6 ALLOY W/.bAcmuT ConL Num. M LE CASE A (Plan) SCALE: 1/4" = 1" CASE B (Plan) SCALE- 1/4 = 1" POURED CONCRETE DR COt+1.Y2E7F 0.1 REOLWED MCRETE ANi 0 12" 0. r 2" x 2" x .055 xx5-x.OS5' Num. ANGLE OR -OBT J1G5-Hl. lq7: AL .chi,. aD CASE C (Plan) SCALE: 1/4 = 1 END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "W ' (p _ S, t) CORRESPONDING MAXIMUM PANEL LENGTH "L" SC"IED ULE 2" x 3' x .O9J" J105 H-14 OR 6063-T6 ALLOY ConL Alum. ANCLE WITH ANCHORS O 12' 0. C. MAXIMUM DESIGN Par. PANEL LENGTH APPLICABLE TO A PRESSURE RATING L (n_) W iP.r-f.% (SEE SECTIONS) W0.1w SMMhON SECTIONS % d TO cuss AM CY1cIehWT70N OF MdV T/•l ' CAP +65.0, -77.0 B'-d OR LESS 2 1/4" 1 THRU 8 +65.0, -77.0 >8'-U- TO 9-0- 3 1 V16"" 1 THRU 8 POURED CONCRETE O4 +62.0, -7J-J >9'-O' TO 10'-D' CONCRETE BLOCK WALL ' REOUIRED EWE DAPPROVED AS CDIGPLY IG 1'IITII THE SOnU!LDIPIG CODE - ACCEPTANCE Na_QO - b b O Z- U DATt Q6 IgjEXPIRATION DTE O $ O Zo 03 DY- CASE D (Plan) -- PRO - FRDiU:$ Ci;l --- DUiLD;1G C7DE COwPL:AF:CE l)FfICE - - - - CONTROLDIYTSION BUILDING CODE COMPLIANCE OFFICE ACf-f;•11„eCL IID•9 S - S I �I • I -- DADE' COUNTY 0.050" BERTHA STORK! PANEL AS SHOWN SCALC E��++ p� fEASTERN METAL SUPPLY, Nc C 0 1. c . TLTWT 7�/9B DATr TESTING t a7rJ Alf. Ma A A• 717 COMP �, f-1wpa7,-,sz JQOpSovnl LtYt3Jt6J- 47 98 - 172 : . r , : r�osu7,_,s�f MAXIMUM DESIGN PRESSURE RATING "W " (p.s.f.) rAAID. CORRESPONDIN. G hfA,YIMUhf ANCHOR SPACING SCHEDULE ' FOR INSTALLATIONS INTO CONCRETE AND C_ B. S_ STRUCTURES =MST MAXIMUM DESIGN LOAD w (p.s_l.) N4X"W ANCHORS SPACING FORE D_ - 7 I/2� .• MPL1Gl8[F TO TAPCOHS RA WL ZAt"C NNUN EC110N5 AIAXUJ 1` UdI.PANTL RAWL CALK-1N CF TAP -GRIP PANELUATES S TO'C011CRETF TO MASONRY TO CONCRETE TO MASONRY TO CON ANY CDM81n1i110N LENGTH CRETE TO NASA"!RY TO CONCRETE TO NASbNRY 70 CONCRETE TO )M_gWRY OF TNEY N/A 6' N/A 3 1/2" N/A 2 I/Z" N/A I (TOP) ' 12" 7' 10' 12" 6 1/2" 9 1/2" 9 1/2 1 (BOTTOM) 12" N/A 71" N/A 12" N/A 12- N/A 9 1/2" �/A 2 (TOP) 72" 7" 77' 8" 72" 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) 12^ 7" 11" 8' 12' 10' 12" 6 1/2" 9 1/2" 9 1/2" 3 (BOTTOM) +65.0, -77.0 12' N/A J J" N/A 12- N/A 12" N/A 9 1/Z" N/A 4 (TOP) 9'-0' OR LESS 12" 7' IJ' 8' 12" 10' 12' 6 1/Z" 9 I/2" 9 1/2 4 (BOTTOM) 12' N/A J1" N/A 12' N/A 71 N/A 9 I/Z" N/A 5 (TOP) 72" 5 1/2" 9 1/2" 6 1/2' 12' 6- 10' 5" 7 1/2' 7 1/2' 5 (BOTTOM) 9 1/2' .N/A 6 112" N/A 10" N/A 7" N/A 5" N/A 6. (TOP/SOTTO").: B 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 (TOP119OTT0") 6" N/A 6" N/A 6" N/A 6' N/A 6' N/A 2 (TOP) 6" 6^ 6- 6" 6" 6' 6" 2 (BOTTON) +62.0, -73.3 6" N/A 6" N/A 6' N/A 6` N/A 5" NIA / 6 (TOP/BOTTOM) 9'-0" TO 10'-0" 6" N/A 5" N/A 6'• N/A 5 1/2 N/A 4' N/A 7 (TOP/BOTTOM) N/4 N/A N/A N/A 6" 6" 6" 6' 6" 6' 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TIPS do SPACING FOR INSTALLATIONS /N%O }HOOD fRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D_ LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY - MULTIP.LWNG SPACINGS SHOWN ON SCHEDULE BY THE FOL LOMNG FACTORS_ (Alin_ E 0_ FOR PAWL CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2"). ACTUAL E D. FACTOR TApcwlbwic NA/UN/ P'WELUATES RAAL CALK-/N CF W-CRIP .86 .75 1.00 2 1/2" _71 _50 .80 2' SO _ P RODUCT REN i'�JED SOUT 1 FI1�i DA DUILDIM CO'EH TIIE ACCEPTANCE No. () D - O 6 D Z . 0 (� MTLt , 6�_0 � f g By EXPFRAno-1_DATE-Q - -O- - -Z U cr�-!(-_v" rRODUCT Conlitm D,'V ��•. B3 BUILDING CoO( rt)hII'I,n1iCF 17i11f• PRO C IROLDIVISION 1CCEPIA14CE tlO.lB=Ob.17 I �1��-CODE-COMPiIf1NC�p�7rE - - DADE COUNTY 0.050" BERTHA STORY PANEL '`S s>>%71tN SrAL£ 7/T/9e ,, i N EASTERN METAL SUPPLY, "INC DATE J �r v, m,uv IkIVL� I� II,uJ uubf0:1ItbAll MU11IIN#1 a "OffulADn rnn�l7 LU'O�Q�ll) U9,L7 VULC�11t�A11 �1rU�iJnUA � �tiUlll;fi Jan 15 03!06s16a �MSLW IPRA)aly14U WA)LM 1qu 50158047.90 - — -� — I . - .. jr.Dcoewo i r r L,; �. L1! 1 f'1Tt 0 -.,+�i IV. �dAli -Vaq ►M �W�r M lrif+l� W i+C �npWoap� A�� +crt x U=14W� �M.vr�orm #c rtcC 5704iJ PAM 11RdMS1yT 571�, APO LorArrzw jo �.- PLAN VIEW TYPICAL 5cruh•�r•� i FL�I PASEGR PANCL IV IEA 24 CAGE GAL Y. STEEL 5TORA� P,4N�1. 02--- 08080 JM % JK i I . i