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I � . � (1) (D = — (1) C0 (D A-j _0 > = 0 E) 0 -4.- =3 - L_ _0 (L) CL C= - - __ __ INUALLATIQN DEJAIL15 EQR SERIU 2000 A 1 000 E-Z HANG MRM PAL4EL (1) = C13 -0 0- . IM EXISIING WOOD 2RU_QjURES goo& NOTES (0 TO uwAL_Rwu_M1m_wmm_0w.u� , � .- (D a) I __ .�� - - I, � I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PZD,) RAS BUN VERIFIED FOR COMPLIANCE IN ACCORDANCE IIC# TAPCON ANCHORS, AS MANUFACTURED BY CTM BUJLDEX, tK 0) C-) -1� C/) -t- azwm A". Q931911 mxmE Wma ("It.) Imm ,�� 1/4'0 VC SOPEWS 0 e cc' W/ . WITH THE 2020 (7th EDITION) or THE FLORM SUILUNO CODF, fHT-S STORM PANEL $N� NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE ICAND PANELMAIE PLUS ANCHORS. AS MANUFACTURED $I ELM CONSIRUCTIDIN PROGUITS, - - - I "', ,11, I vr TWISADID PM7,w" 1, e , r -, I . -13 , 2-w ADD, VELOCITY HURRICANE ZONES (MIAMI-DAUE / BROWARD COUNIMM, - 71 �4 I , �_ , 1, I _/ -S SK41L WE DETERMINED AS PER SECTION M0 Or THE ABOVE MENTIONED CODE FOR A BASIC WIND - WO K 6 MRESPONDING MAMMU ftmL LENGTH *Lt_srAw= � F 'I -to mvz "Do tum, , RVOIARED DESIGN WIND LOAD, I** LAS SCREWS; PER si,u�s, W -0 0 '10 ,0 MMUM A.12. 192214 PH=RE RAT1Nrz jpAj.) AND MOISPONO MAXIMUM , " _,_'_� �,l - 11,12-t=w, "1N'rm,w% '14 - I [ I Ir', " I : �AA 09 CXE . 11111��Vc=ll Ullicl.*,. SPEED AS REQUIRED BY THE 4VIIISOICTION WHERE STORM PM& MIL BE INSTALLM AND FOR A DIRECtIONIKOY FMOR -19* WOOD BUSHING, AS DIETRISUIED BY ALL POINT SCREW. SOLT & tWECAM CO, I I wow WAW� / k . � ; - - TV EXISTING WOW REAM. m SIZES I MUM E-z HIM STORM EMEL (1) SWNG SCHMILIE EQR IWAUJMS INTO CONCRETE jk =RETE RM STRU A I ,,�_.. I I - " - � �% 1� I ! i 4 1, JI'll' cMS1 _ X " " I _____�- V KO-0,65� USING ASCIE 7-16 ANO SK44L NO EXCEED THE MAXIMUM (".0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINNIAA THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SNALL BE 1 112* AND 2' FLIP ELCO PATILLMAJE PLUS C 0 0 '= (D "i& I It, , - - - - w I -. " -, '. _,�__;_�_ _� C 2�? 11 uts, 3, 9 THRU 12 AT 17, I& AND PANELMALE FEMALE IQ - I '10 ONLY MR PANEL IRSTALLATi Hs V THIRD 4*. SIM 7A. FOR &bU W,A�J,rMg �, r 04 C-1, 014.1'SKS. '1f`____ - I X . It __ __ 1,i ; __ To ASINE CONDITION, ULTIWATE DESIGN WIND LOINDS DETERMINED PER ASCE 7-16 SHALL BE FIRST 1/2 NO THREADED I IT ��, VERMY THE E THESE W1 MAX (A.SO) C2) 14NIMLLM THREADED PENETRATION OF LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE I ' A&" � A,- Sam 24, � X . - __ - 0 ,� ',� A I ", " ,,, , r ; I- D�c REDUCED TO ,S.D CIESIGN PRESSURE RAIR40 BY MULTIPLYING r4A BY 0.6 IN ORDER TO COMPAR 0 �D_ = 0 il: ____ - ____ - - ____ -, � ' 5 PART OF THE REQUIRED THREADED PENETRATION - 0 U_ - � � � 1, ,_jj,7 LAG - 0&, W/ % il \ i c-,A, #14.11 sm-s- DESIGN PRESSURE RATINCS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18, PENETRATION INTO $TUCOO SHALL SE CONSIDERED AS S_ ION )AAMIN AMMIRS STAMM FOR f� 0, - I Ilr - ; 11 , *9 Z. W= 5 I � � , /� IN OMER TO VERIFY INIAf AN040AS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUDWASLt NNW &PSASMI APRXA%t To , , 0 STRESS FOR WIND = WM NZE USEC IN 'THEIR ANALYSIS� FAS-TENM SPACING 1-0 WOOD HAS BEEN DETERMINED IN C,.3) MINIMUM EDCT DISTANCE OF LA4 SCRITIS, INTO MOO SHALL BE AS INDICATED IN THIS DRAWING - of LA APP&,- To AIMN � 1, � ,� ,\ 7 =VV Tauss mmPON , Sk END OF PRESSURE 10POM ANY COMBINATION , tue OuNt. I12,4 A I 11 I I = = , I RATING To ,,I'm TO CONCRETE �1.1 70 CONCRETE To ""'ITO CONCRETE LOOT% Ir 01) I � , -r, ACXROANCE WITHI ZDIS. I I C-010491or i _o;w) I I .A- I I cow.fN mmumv, inowd To ---Z��Kos - $MIT" f 11 MAXAAN PANEL � "i `1 IR!f IA ") , MoAfm , z' TO MINING NOW �Ui, 'VAI m ,,_ m 484 07- 1 70- OR =5 -1 2 011fr SOL I , 2,tw, .x-;,*, �m,f, CONORM - am 10, or ?I" I , .,-�l '_ _ :t � OF, EVERY V rw) 4 c"', J,4.t, ''I "� OiM OCIAL 1/24 4 STORM PANEL'S ADEQUACY Mfk NPACT AND WIND RMSIANCE HAS Saw VERIrtED IN ACCORDANCE WITH SECT" 1609.1�2 OF CA) MINNVW PENFITATION OF WOW OUSHIN43 SHALL BE 3/6'. I�4* 0-20 SCREWS USED SRAJI BE 1 1/2' UNIC MINIMUM 0 ku C) > - I - 1 12- MIA 1 12- N/A 12' 1 N/A 12' 1 NIA 1' & V (TOP) 1 .31� �Al r POP WET "Mt ,4 - -,It I 11 I -I_ __wiILwft3 TH,r jiMVE VENTIONEC CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 10514DI-01 AND 00219,02-Dg. AS SHOULD STUCCO EXIST, MO I' MINIMUM FOR WAL,LS WITH NO STUCCO- . U) -0 E= a) 2 I i C'YA or MY,( 0 0 El , .v I I -01 40,0. -W 70- OR Us$ 2 ?J%* 1W . 0&#?M r a) - � � PER SETO FZ-99 & ASTIA E =-02 STANDARDS. AND AMERICAN IE50NG LAB SOUTH FLORIDA REPORT #IM -10 AS PER C5) 94 CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS, STUMD OR WOOD BOARDS BE FOUND ON T14E EXISTING I I I I I - -A...... I . I - A III '* ". IS. 1. ), =iOD, ! 7 C� - TAS-120? AND W-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ArCOROANCE W/ SECTION 1604 Of - WALL, ANCHORS SHALL BE LONG OM614 TO REACH THE MAIN STRUCTURE BEHIND SUCH PMELS� . U) (D * m%sw/,;av-w.m/vS, IAs & WINcRUT AT omw 1, Aox OF PANEL LENGTH 3 3* e 1. I (BOTTOM . -1 . I NOTE M14L ,* a 1 FLORIDA, BUILDING CODE ANCHORAGE SHALL K AS MENTIONED IN C 1), C2) & C,4) I .- U) 41' 0- A, PANEL -_ - I T_ IA .1 f M (a. 12, a- 6- a' . I (BOTTOM) - � � I I --...-.-,.,, i . 2. ALL ALVIAINOM EXTRUSIONS 19 BE SW-16 ALLOY AND TEMPER. (UNLESS OTHEFwSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE ANSI[AILED FOUDIMM ALL OF THE RECOMMENDATTONS AND SPECIFICATIONS OF THIF ANCH r- M ZO . - - Iggo _++ I I I W= 4EVER W"RO O" MANUFACTURER. N/A N/A N/A , NIA 12 Ile IT- 2' (901TO I M) - 2 t/..,tw/,� g VO4" I I v VA - N/A __ __� ____ , - 0/16- W� / 5 = t= - 3, AL AWWNUM $KS QVIAL USED AT CLOSURES SHALL KAYE 3105-4414 ALLOY, a PANELS MAY ALSO BE INSTALLED HGRIV�QNTALL* FOLLOWING W$TAUATION DETAkS SHOWN ON SECTION I THROUGH 6 ��,�HFE�IS 4 �- -0 . = 0 < 4,66.0. -75.3 IT 70' OR LESS 2 V/,61 mi,, SOWAT" , I - -1 - �XIWJAIIDN - 4 ALL STEEL SHEET META, PANELS SHALL HAVE STRUCTURAL QUALM STEEL ASTAA A-653 GRAM 50 MINIMUM, 5-W GALVANIZED .HROUCH 5) EXCEPI THAT HEADERSQ & (D SNAIL NOT BE USED. 7- 6 i/2- -/,, 1 4 1/2- NIA 4 1/2- N/A 3' (MR) 'IQ QLAS& t ; 10 GLASS, "Ll, 11� !ff"-.,, � , N/A I i�� 1.1.._*; 1 12, Ole I 9 i . STEEL, DESIGNATION W/`Y_ 92L2 At' (AFTER RM'rD)' I EVERY 0001,"? - EVERY Oww 9 - 1 2 7/8. W� 9- IT SHALL BE IIHIE RESPONS184M OF IW CONTRACTOR TO VERIFY THE SOUNDNESS 01' TNE SIR. UMIRE WHERE SHUTTER IS TO BE 12' MIA 12" N/A I 9 1/2� N/A 9 1/1- N/A 3- (BOTTOM) i� 9 -SEPARATION- 1 � . ______ __ � -.1 114-A-2041/4- To OLk% I I 5 ALL SCREWS TO At SITAINTESS STEEL -104 OR 3t6 AJS1 SERIES 09 CORROSION RES4TANT COATED CARBON SIM AS PER ON sUujNCS, 11 if, 4 I - . I I ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SNALL ONLY BE ATTACHED TO CONCRETE, SIM OR WOOD FRAME � I - I � I zr* N/A � I ML SCKW V ,=," 9 5w 0 W1 50 IASI YIELD STRENGTH AND 96 Wi TENSILE STRENGTH MD SHALL COMPLY III FLORIDA BUILDING CODE SECT40N . ii�..1111 S 241 14,4.4. To ��SSTORM PANEL WMt LENGTHS OVER W, AS PER SECTIONS 1, 2� 4, 5� 6 AND ALTERNATIVES Itf, 3W * � . W . I - - TO CL4s. 1 wvf , 11 I , v , I 2' 1 N/A I Elli, j I u-, -4 - - _�_l .1 -2 1 - I I � EWAY ��- RESPECTIMY� SNAW, 14AA A LEGIBLE AND READILY VISIBLE kAWING INSTRUCTING OWNER OR TDO � 12. 1 1 1 � I i 1-1- � 1111 I 8 DOLTS M BE ASTM AJO7 GALVANIZED STW_ OR 04SI $04 SMM %?A1NUS$ ETEIR,, WITH 30 k.i MINIMUM YIELD STRENGTH, SECURE PAWS 'Wkrr7k APPLICABLE RONFORCEVChIT OURINC PERIODS OF AUTRICARE WARNING ,2' If* I A. 1 —7 , ","M (f_ Iwol L 12 1 1 � I W 1 1 ,_":.:� I I I MY E. I i I .T TO I . I . - -_ , 11� THE INSTALIATION CONTPAC71DR IS TO SEAL/CAULX ALL SHUTTER COMPOHM EMS WHICH REMAIN IN CONTINUOUS CONTACT WITH * LIMITED To MO w- AS a. OEM PRESSURE RATING - -..4_ ji � 41 f P 7 ANCHORS TO WALL SHAL.1, Of AS FOLLOWS I M �, . , m!rrl__ I . . . THE BUILDING TO PREVENT WINI 01TRUSION. rllr� i . 1� i 11 I i v 4 1 I � .. �, I I . � � jE . � I I w (4) TQ_mmff1_pw9m_s2mm & SEE SHEXI 26 FOR ANCHORS TYPE & SPACtAG FOR INSTALLATIONS MM WOW + ACQUIRES Lt.. DISTMICE SETWEEN BOTTOM OF PANEL I - , i I I I - _= - 1/A'o TAPCON ANCHORS AS MANUFACTURED BY ITS, EAUILMX� INC tMi,I, f'�11132 F�...,) 12 STORM PANEL INST&LATION %Wj L!OMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MMG AND ZONING RECULA40NS � ] I I - --' i - I"" 111AUNNIT I/2' 1 "'� - v - 1/4* x I/B" CAUC-414 ANCHORS, AS MANUFACTURED By OEWAO INC PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO, DICK Ato (1) To BE 1/2, j 101 11 I :_ - 1/4'0 A 3/4" SOLEI- FT ANCHORS, AS DISTRIBUTED AV ALII� PONT SCREW, BUT A SPEPALTY CO - NOT PROVIDE INFORMATION ,�,tt, f.A 13, (*) Ims. PRODUCT EvN.UATTON DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GENERIC AND OOM 3000 P-4-0 IT FROM W,t MMUM ANCHOR "OHM 00 MMUM IME MTN" No ON THIS " - E6,,-,;-,vo,;.TA 1 o - il il - 114,10 'PANELMATE FEMME 0 & PMELMAIS PLUS ANCIHM, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS. WANXILE FOR CIL LESS TH"I INDICATED ON ACTASOULIC MU"CIE ANCHOR SPACING a I �, ON SCRIDUIE BY THE FOLLOWING rACTOft YJXT I FOR A $In SPECIFIC PROOECT, i,*, WHERE THE SITE �MIIIDNS OM . P,C 0. I AOLICED %�AOW 010,4NED USING W04 SHNU - � ON BE LEM THAN "IRWIN SPACING INDACIAM FOR EACH NOW TYPE AT & � I 1��_,, 0 ` :-:-:;,�--!-:�,� � k - - 1/4*0 ZAMC SIMIAN ANCHORS, AS MANUFACTURED BY DEWALT, MC TA:=wE V44A I 1 I! �" I I 4 Ir &t. --\ l-i I -4nm LEM* __ I—— [ _____ I 2F i �, — ___ ______ 11.r m -I P [ -I �_-Ie I � (II) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLVIXOG UIS SAFETY OF PiTS PRODUCT � � , I BASED ON THIS PED. PROM I 'S MUMENT - __ 2 7 - �, P -) - I ED HE/SHE DOES NOT DEVIATE FROM THE CONMONS DETAILED ON H41 - - 174; 14:! A, t/4-0 ++ REQUIRES, At- OSVINCE BETWEEN WrIONI OF PANEL Y, - � m � !, , , X-- -ANEIMATE MOAK . - i i�z __ I .6E__ � -, - I I A I) MINIMUM EMREDMEfM OF IMACON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1'; Z" FOR E100 PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CWWrORS RESPONSIBILITY ANCHOR TIK _-L - I. Ile ' - I . - UN TAPOW = I E� __ AND Q TO BE.- 3/ie s1_ I L I=w 11=114 2 \ t _ - M.S. 5,l4- FOR ZAAW NA! ANC4+ORS. . - I r�j I _u I � - ., , I , Z/"_Ysl`3;- .� CALK -IN J, SOUD-SFT ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED, COr"CRETE NO -EMBEDMENT TWO (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MALM IF MODIFIED -_ � a ,/2 1 , I , 811- - � ., - , - Is% - STU= SHALL BE PERMITTED. Ile 0-20 SCREWS usm SHALL BE 1 1/2' LOA MINIMUM SHOULD swceo EXIST, (4) SITE SPELTFr_ PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED "NEER OR ARCHI,Efm WHICH WILL BECOME Pit Idt, AICHICIII VA04 (w) -.L-- I it M.K.WW"VIE IA DELOW) - -4- PD=w,1&wTL2I/r Ore . W�� I A1,1 ' , MIN A 0:1 S., .- ,/ " ""' __ , X , , .. �L_ 1 � I" N1.1 - & ASO " , i � I AND I' MINIMUM FOR WALIS WITH NO IMCO, AND MAY BE 14MEO SCREWS OR ALL THREADIC0 SCREWS W/O HEAM ENGINEER OF RECMTfk�G , ; P, - F �Rj)HLOR NO ATED ENGINEER TO THE NOE PROJECT A WHO WILL BE RESPONSIBLE FOR THE L�� , Ecom, " I , , � , ACTING AS A MAO --;-,- I ____1 M 1IL; , I '*HIr BUT WITH WHO NUTS PROPS USE OF THE G70 TUFLZTER IT& SITE SPECIFIC DRAWINGS MR REVIM 3 'i ,- , A a I """' 9Q, -R " I -1 1* m" W-11. _- ;a - 4111�mh*` 119,14111, , ",I "am r Lam i xxx CA am towma � - dl��z- I -1 14'tLA 41 � 11 , CAST STONE. PRECAST CONCRETE PANELS� PAVERS. STUOCQ OR WOOD BOMOS BE FOUND ON THE P.E.D, ENGINEER, SHALL I I ,/2- JW - I - I - - MA,� (2) �'.4, 1 1 : I ,A, ( - i t , LAO SCRIEVS 9 V&X, A-3) IN CASE THAT PRE, I � � t __ _ I 1, .�S�" r O;t T ,A, � . ' 1% PffADED EXISTING WALL 09 FLOOR, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUrH PANELS (.) THIS RED. SHALL WAR THE LATE AND ORIGINAL SEAL ANL) 5IGNAIURL V THE PROFESSIONAL i I ',E I - I ii- WALL WOUNJINQ *00 111AYE "Wvr_- � 7 I I . 11 � 11 FT 'TE LAo .RrT, a "IF SHALL BE AS MENTIONED (ft &I) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT. SCALE 114-.1- , i � � - ". 2 RAY OR ON ED" ANCHORAGE I Im I '" JW&U.&M - - - __ - ,� t PLATE `F`w4Q*LAAQm0O , - 4 - � � I "AT I - 1 Ix- - � I � � � , - � (a) m=-w-Mmom-�60"AA1,_�- 2 14, SHUTTER M~hCTURFR'S LABEL SHIALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM a I - 1 1.40 1 �, I 111�1 PANIC, SHU7TER IN AaGROANCE MTN SECTION 1709.9,2 Of FLORIDA BUILDING CODE, ONE LABEL L=11' AL�,.J'V I I � 1�', _ S FAC T� W, RVIO)EX, NO. mm "go FOR EVERY OPETIHIC, LASEUNO 'TO COMPLY WITH SECTION 1�0*3,� OF THE �, I , - q4t. * �, 7)a' rALK-IN ANCHORS� AS MANUFACTURED BY "ALI. INC, .. Com- N01M. 11 "I I � 11 .. JdQUNmG - 1/4 � o .)/A- SMIO-SIT ANCHORS, AS DISTRIBUTED By &L POINT SCREW. BOLI & SPECIALTY COr "I 11 'K I I I INSTA"CON - 014- toy, PANE-UMATE FVAALE ID AND AANELMATt PLUS ANCHOR% AS MANUFAMRED EW ELCO CONSTRUCTION PR%q00HnNF I k1l""'11"111111 � WALIATONS W_ ONLY VAUD FOR MILDINGS WITH ��- �" iONkDS SCALE I/4'.1, - - , J%� vi, -to +NO, -751 W AND PAWL's LENGTH 'LIP V. 5_10. sr - tv"rIt'"Aft"AIA - 11C 0 ZAWAC NAUN ANCHORS. AS MANUFACTURED BY DEWALL INV A T. .-.3"w -0'�`,�-n!%.! , A, NZ7411h, , - ' " I .... � ... /.,?� 2j, SCALE I/4i*=I' . ...... IMF -, , .11110 2. FOR NEW W000 FRAITE CONSTRUCTION, WOW MEMBERS TO BE SOUTHERN 'el�tv� � liz � R��) MIMMUM EMBED004T OF TAPCON ANCHORS. EUCO PANIELMATEM AND ZAMAC NAILIN ANCkIOR. IWO WE GEN"'.. - FLORIDA BUILDING CODE L" Hig I Velocity Hur cone Zone) � 3r.- . I , � , A , ,f , 1, PINE hit. 2, W/ SPECIPC DENSITY OF 0.55 OR EQUAL OAV- - - . . _ I � 1_1 T .... �� - - - -1 __ - -1 i � �, - - �� aj �� -s BLOCK U IT SHALL HE 1 1/4 - ., '. - �f . . - FLORIDA BUILDING CODE (High Volocliv JUN tons Zone) 4t .1 - FLORIDA BUILDING COPE (HILb y6focity Nor cone zonw), :, L &NR VM44,1 ; I .V= muxxL IN- 2A, CAGE GALVANIZED STEEL STORM PANEL FT,. I.1 - � . - . z 11,2) QAUI�-Akf * SOUD--'kT ANCHORS VALL BE EMBEDDED 7,16* 9410 THE CONCRETE BLOCK UNm NO - I -, No. I i 1 t" lum W_ NIZIE-JA- z 11 No. 4 157 '- 7 11 I � I = ;WE 20 CAGE GALVANIZED MEL STORM PANEL VIP 1 : . I -�Omt krim w- 20 CAGE GALVANIZED STEEL STORM PANEL "Al VU= SHALL OF VERMITTEa I/C 0-20 SCREWS USED SHALL BE I sIr LONG MINIMUM s#,OUI O FAST� * 11741*��`, ------,,\ — z * " * MIN &� 17 AT, TOP As 'A III, -, I :*t RAWN Bf� I' AASNIMUM FOR WALLS WITH NO STUCCO. !,��% Sux I - , \ GUML PROTECTION PRODUCTS, ILLC. ""' - .. "I BASOD DO ... -a -AND - �- I =LIE C 0 is# 0AX, , �# - - " ' 010I AXX, �* �, mw -, .If� 1�-v`- STAT OF,- �O S �O% oAt- . GLOBAL I ETTISW�i�l 11-If-r-1 = mArAm " _��, Ifun. Y.PT.c A, ,H.A. " - _� /r ' I I - MI � - : PROTECTION PRODUCTS, LLC. "'V' GLOUL PROTECTION PRODUCTS, il.C� Ila) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO Or, IMOOD BOARDS BE FOLIN E� -..w '. 11")MM"U�4, ,_*:111.1.1 20-175 TOP WADE * act EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P �, '41'.P�, - Poe qH 1. i Act- _': 'i�T;At_._� jeh- W - ' . 'I , - s A ,&".. &. RID.� 4 11LIEC01mcl\ 3, mga "......., DlA�, - AAA . � I #_1v_ze1;I1__? HUTT ]��* IINGINFERNIO CANFAITY "wl*_1-1w 1 -13W I- 1=t w INITIARX"T, COMPANY 1!w1111,Iw ANCHORAGE SHALL BE AS MENTIONED IN 8.1 AND IN 112) - ..... W, —4 711 M 1 � � �_O� - � � UAA`ANA - 1�7;',I " -- .. TAWE' (954W-n� M' M,I)SM-AM 20-176 -- - - - � 1mw- (�>50-IS-k ox- (9 '%j�j";,,�,+,v%%v` - E w4/iAA;%PmvwE a -Down EE�_�� � - __ ,am =��, - ,_-'m __ �� -2: %AD= A-MMLIWAM IT M., .40, W. aft"014 - I --- - ,*iv� , - TAM -A. , 1. -XIM-1-11111 "ym-TT? 20-176 WL aj. gg A I I I � � I IIN.P_ StAm i/41 � I- 10 HIT CA-0owtv W.] - T�ml MAW mr ox SDA�m Fma , 1!i*j - A 4,� IAL - I- T t waml K� - XOM I SHATISR rwKs KDT 240" rep el.A�Rrfy 0- p'r %AyvAWxTV%jAtxYF __ WgLx T. I, I I I _4 0011-1. 5' ==#=� 4 - " I - nVIRIA, WE A -411i a A, , L.., I I I -11,01 . — # 7 _'.... I I I ___ —1 I w Mi MA)(IMUM ALS-1 DL2QH_k9LTM AND =RRLV.QHQINQ *2/4 +1 /4� 3/4, 4/5, 5/5 & 6/5 CNE9NENTS 8 KOWA UEE 1AAMY ANEL S)MM MAXIMUM SIN r P60" X Lawm OL: SCHmm ONLY MR ROUIAR IMM rMAX _,_,, __ ANCHORS iD.SEE SCHEDULE ON 1W/6, 2W/6, 3W/7 & 4W/7 INSTALLATION QUAILS FOR REGULAR PANEL 1\ , __ , s (SCALE 1/2-l') PAHW INUAWIMN INIQ ENREQ CONCRU&MMME ALM it JW= W 7'. MIN= ,SHEETS 9, 10 &III ..... . - -- - ----- -1-_1._r'j3: =_" INTO EQUEED CON98ETE, 08 ONCRE .. ..... __ - � 7 � ._______._.__-_ , 0 --- 11_� _-----_---- 15,125. (TOTAL INOTH) _._2.I8'r----- SMGLE PMELSQ - -_ - Al wal 6 a L, AT POURED CONCRETE LwSTING POLLRED, CoNcRETS � i AM - - -, I - �_ -OR COCRETT BLOCK I � �.Iqr t 114--n.3/4* Ew Im ) & DA - - , -MICR-M BLOCK , I ____ -------, _--asw (EFFFvTNE WIDTH) --------- --- -- — � I -- �11. - D.M.,010. 4, --I-- _r1-, -, ,_'I-rT--T-r--rT-T-I-rf i - I REOU"WIT REQUI111D. .. ,I I f I- - iasiF i . -_.-_;-, moo RNEM r T -, I . I � � � t --1 I I . �t - - - 5 1/4, (rTP-)--- - � I Z74,- , TRACKS 1IT29ng * ]BRECT WONTED AT EMH IF ; 4 r- . , _12S� : 2 11 70 ANGLE 0 6 1/4, � - CONCRETE ANCHORS 11 CONCRETE ANCHORS z �, � 1.250 . � . I � Im. - , OR 9 11 , I (SEE --- - - __ . . � (SEE SCHEDULE ON R�1�17C - I I I ! i I - I - ___ ED) @, @ or@ - I - 13w* - 1_14,34,0"� _T�;�' �,"'j �w n I - �jw I � I 'Ale- 1� NAT K MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I �_ � MSYNG POURED 10 , � . ' " I � SHEETS 9 THROUGH 0) I- Cr3I I I ,-(-k- � ! j � � I � - 11 - I - __"� � t � . 1� "L+* OR *L-" (m) 0 'L+" OR *L-* (ft.) 0 1 p L , 1 1 � 1 1 1 �- 20 (�) CONCRETE OR CAAAJ . ,� . t -.---.- - � �, I � � CONCRETE BLOCK_ ,_ � - - I I lb i � t�4_ � L T-4- AAXNUM A.&*. i I I I itlt- - - � 03 _-.,�'V�,�,� C= s _` �37ar , MAXIMUM AS 0, CONCRETE CONCRETE III WOOD ; I . , I � 671- DESIGN DESIGN I I �, �4 ,,�, _j 8 q �. 1, I 16-4 CD = I HWMED . ,' - _ _� _1�, _ � - .11, I _. _-_ ___ ___4_ --1. I : ! Aw-, -.- -.- _____.___ - � CONCRETE ANCHORS ,�,,, __ � ------- = � . YP. ^� 2 1 IV - I—- I ..,-. ------, -_ , f -_ T f f.,� - (SEE SCHEDULE ON- �- I Ln \1 Li ac�- = � 1 2.726, _j , " I . � THROUGH Iq FIX 131. 'I RR F I I I _� - 1 - --- - --f- - --- " 4- �.,� EDGE 9)_ I 1, 14! , , (P.0,) (. or -) INSTALLATIONS t (P.,r) (. - -) WALLAmIs t I I I _________ - _ _4 � I et IT WOOD ; 'MI I , 1 3 � ,,, IDIr , , il _u , _ ,� - i --- I IL - -_ . I t MEWIED -2W' T - L �__ �_, - I L+_ _1z- L� L- I -!�', T-- - 1 - - 1-- r D. 1 C, I : _ : � __ _.j ; __ - 2ac w'--v* I21-0* Ra a 14'-*' I,77- i - _ - ,I- - I I J� �A � 9 � I �11 - 'R', ii �, r,��g 4 11 (= _0#0 .E ,a C-) c"a 7 .- OVAIL A 48' - - - � I :Te--� __ I - - ; -_ - -4—� n I EOL -= � >< - . mp-) (TYPA -iv, - I � �,,;,,,, 10 L . ___ - , , I , " " , I ! � , = � 0. � 11 ""' '7 1 1 �350 - ;�� - _y __. ,:W- -, -tw-s- mo I 1'-B' 16�71 I I _ I - I , " 41 I - - t L i 11�� - � r "I 15 2r1O fr'-a* I F,-.r �wlo 02, 7 I j "I "I .; T MRM PANEL t " �_sjw--� ____ -----, . _j--] L_i_,__,_ _,DW___ __I If, - I __1 -14V 1 i JJ _1 I I _11- " _.- - i ;1 " �. I 11 1� : I 1 _(!-) , �2 (10 = ,_ _-2,W'- , , - A ul I 1, 11, PANELS SHALL K INSTAU111 A.11 I- _� __ OLYED P ./ WE= I - __ 79�:TW_ B_r i 19, I : I 0- UNROLTED A NFL's - � : tn _= C'.4 .= 1 ji:6 1 T_11�_If I -, ts vs7z W/ @6 FAIL OVERLAP i � j i w = Cm FROM LITIT 70 WAR Ill 11r LEG =0 IV,-lo* fv�-O' , -_ . , , I `�� (SM SECTIONS AS i 11 I (SEE SECTIONS AS I 1__,__��,,�__ 1 __ L.-_ I I _< < " 3� . , -T1 __�] �� ED. �9_ I I I AT [MIT AT LEFT MOE OF (�) -14- HEAD� (�) "E" TRACK T ANIAL WrM SJUD 4" ?O'-T' 0. I w 2 _'. 4010 #I-$, PI-21 APPLICABLE-N I i I i If MI. , ,v - � CD 11 a,- I 1+ I I i I ! ; � I : r--.L _= 0; __ - , I I - I SEPARA � _. , 4&0 r-a. W-191 #'-I' i , I ,:IF. ,�L ,_ __ - 4-10 . � To GIZ ,, -;. .10 w-ItAma. ,f; 3: - - - __ - I , _ - ___ _ -;,. a " . - . I --- 1. __ j _ _. - ; $ , . - - I inch Od`R 7_41 "I i I � - ,- Ar. TOP EDGE , , -] , ! I W-91IF-In If) I � � ,,,�,� ITARELS DID LP - --- ." . __,,;._"OF RAND. 0 017-1 W..) __�11__ _"!:-" _ __A�-4�_ ___Mv_.,__ __!�_r_ __!�__I�__ - - -I - I , ,I; I -- - - - � _T__ I- I �', I - -,- I . 8 I F - (SEE scKmE � I I - - *L* M., - I I ,,< , I I I '. mvAw I ED snu - I , "StING I I I IT � i I � �) - t5 -Z� _ _ � r ., (S- I "I I .1 _��O, -r , -2 I ON SHEET 3) 1 I PANEL LENGTH I , SEPAMAIRION W� AE� ivw -1 71,1 -py'.111 ;,Ymu. AA � 111. 11, 1. ____ __!�__ - I ,� , I I , 4 OIASS�l � (SEE SCHED M I MI., 14, 1 � _____n�o____±��!:_ __!�:OL_ 8'-o' �'_ I � I i �# 1 3 v N. To GLASS� ,- r - .- !" -, - _ - , __ ,no -, _ � q __ V/ , , AGTH ,,&.. __ ADDS" ___E_�____. ", ,.- 7 , z . . I 11 i 1 3) IT � PANEL Ir SEE SCHr L LENGTH - , , ",-IT __ I ..", - 0*0 - W-,- - no 7-0 7 _x I , � 'i I - - 11 � _� - . 1. 1. -, I � . 1 (Sm SCHED ( DOLE i j ,mE �Hmxr rm B; :z f2 , _ici� J.-D. I � � "I I i i � 11 I ` - "-! , , 13ri 11�270* __ 1� - .1-1 _. - L��_ I I I : � -1tok � - ---T 4 all 11,,&�,,� - r I ON SHEIF7 3) = :�;� � -� ", -7--r __;�Z_17_ I 1 ! 1 : pa SCHEDULE ON j ON SHEET 3) t,.LQN_:1EL = W W Z�.Z_ "I 1��' f- -, 'eca- � I - ISO I 7010 -4 I i i - I I - , ��_ .__! _ t -.3 U 0 x � I I I I i - ON SHUT U LT ON SHEET I . I I /"- .1-1,xr � CONCRETE ANCHORS I I .1 � I - � , 10. SHEETS 0 THROUGH lc� 9 � , --�<<' � 11.T__ � - Ww o�,, 7" __ __ - I I I - i -.( . 11 , ,� - T I 21.0 7'4' $'-TO' _ 7*`r, 6'4* - F � I I � t ; - 11 = = - !� 11-_ *z i 4�11 t_J 56X 1 , - . - _ - ;,,��T'!��T F"r� " I I ;: w " O-TI 7*_101 3 MAX __ .._ - , �� i =4 _(D � '/,, - �1 _n4�";", OF Ic ! = .2 1-1 - -- - -- ;' -- -�-,7, -, Bab 71-21 61-71 00 , �, k-4�) C @.19 T " -, __� � I __ ;.3. MAX , MAX, i =11 I I a I , ''I I I * F "'I- 1, 4,,�,11"` , , I - -11 I / �_ - -I-- I I tm� 1� ,-.;I- -_ - ii I 17__�D � I I-r' I /it 70 __4,-L_J TIT-7T , � L� ""! M_ ,L!t_,� 1 -4 i a 4 T - ,,, t IXI , " � ��ION z , - i� I ` I ,__�_ o � , . - - � ____ I I I I 0=.. 11 f i I I #-- O 7-0, Li. -I. 11 MIN. i75 I' MAIL , ,� , 50% " -a _m -_'Z,!TH--- --- __. 12M. � ___e!!_ _!�__� __t_6_* ----s,- I "T"', -_ I f . I i f,:" I _ - - /4� 4/5, 5/5 & " I I � OF v 11g� ........ /J��<,�_�� -, - M -I �,'�. -Us OR 0� 11 W-0- -;7--1- D.M..(��),(12, � -1 - -, - - -14 _-, - I - -1 - " 2 25G' //, 1Z, L _ 9 I (� i � , � A j -1. no � 2W/6� 3W/7 & 4W/7 ,� tt -,�,',�,%` - i M�xl . I = E Em , _�,-, , I "" " 1 _," mm ,143,i , :, - - I I i I .'Q1 11� I i L, -L-1 '�&; 1_10,2/4 1/4, 3 �f_�` Bi�� I 00.0 11;1_01 W/6. , 0 :�Iw ,, ,.,-. � ,Im�l I I I __ -M, 1�11� i I j �,�%,yo, , f, ... F, M C3 1 ROUNDED COTNER 0 ENDS OF PANWS I - A&L .or - - - __W___0rr_ _i__F_ -no __ __ . . ANC$ORS (%I SGf4EGULE ON SHEETS 0, IQ &11� 1---_--' I I � - . � . END LIP W/ HEMMED EDGE- L_� . 'a, .,ml jw 61-71 r,i I ". It i , I i � I Fj- f_., — ___ 'r - IWO iF__3_ __T_�_r __�W_o_ - .. ED. �Z� t . I ! I g L : I - I - � I I - cz� � --;7:7- _v_9_ - I t.v M. . -, _-, __ 1 , : ,,�_, r---,! (kT.S) .- � � I 11�, - - I 11 � _ '3)1B`._____ � f I ED. I . ,- , rep. BOTTOM 140117 1 REWILAR 5 61) ELEVADON ;21 t, 11 = A� � I I , � f -, If I r- , 105.0 5-1. I I- , ----P= Of PANEL __ N.T.S. . GAP I EXISTING POURtEg I . _g, I "w. -�[ . N , CONCRETE - - I . I_- - 2_5w J - - `_1�111 I - , 1 0 12 Ilr 0,C � , � -1 TARO �, ��'.11 - I (AS APfUCABLE) . 1,750 . � � 'MI. (�) 1 __7w,_ - f FAID - (mm, Offop -1 VAILIM I : IV �.- � , W-w oDt *h�" CONCRETE _. I., = AI1L**RS - - 3105-HIS4 1 MI � ??A40 ITAO I - � _ I - , KDO . SEE ..... E.L .,.-,-"_,,_ � - -�, .v OR I i ___ ______ I A72' � � MI,,) (�) 11 ... , I � its I— , ,,,,,I t, @ -, - � � -s �,L "A_w_ . IN DO. ta) i � f1+1 -sm SHCET 6 FOR ADDITIONAL 170.6 I ...] . L ______ � - _1_!:Lll� 111- �_ � , 11 - III I "� � . : � 2,124" _,� :� qp\ lqp\ \ -/-\ � == Ct , , � i - A � . '7w- At 1. � LAOTATIONS IF UEOW 1,610111- IS I J*. - 11 I I _F'� I -INATE -I'* MIA _j�* _ �'. ... _�q� � I . � . ��TSI�Nm �, � XTE ... i f I � - 1125 I- Ono I NT-- I �_z \-Y \_ � I I � WOOD STRUCTWEIT MINIMUM SEPARATION TO GU`_% SCHEDULE , " ... I F�' ; (4-) _ , =POURCO CONCRETE : '. @ =En z I ze I-,- _'. t .�,,, I 12�W � i OW) X.,je- am i - - SEQT -_ ATETE . . � MAX, LENGTH i I LQN A -A i Cn� � L 'TE REQUIRED. f MAXIMUM WIND SPEED 4 170 ..pm '_ UI ICTS� _(D ALTERNATE CONCR _=ROUJ?TDCrCRE I WIND SPEED � 170 r",h EFF CONCRETE ANCHORS ARE USED. I-. _� __ I L_ 2 ; PANEL LENGTH ANCHORS REQUIRED. STAGGERED W/ STU157- Z� , 2zw � 3,750' (SEE _193" � 1 4c" Pn) UNRESTRAINED RESTRAINED UNRESTRAINED RIESTRAINDO S SCHEDULE ON ___ - 12 21ow m .ow-, NORM HEM 9 TOUGH to) (SEE SCHEDULE ON � I .12 i v i SHEETS 9 IWKKXH 10) I . I ft I I m OR LESS I . '. IS' 6 114* A GIVEN REMAINS X&O, DESIGN IAAD� - - 21w* . ..... . : t..110 , I ) a 0) L�* Aj= FOR A BNEN POWK #-I,& DESIGN LOAD .: =4�� MI) 0 J.- I I I 2!_j I I I Pw ,�* - � R� @ 'U- 14tADER : I i , T � _733 --mw I. I. 7 1/2- 7 Ilr (2) PMOEDVAC 10 DETERMINE MAXIMUM PWOM LENGTH' (�) REV,A 'MAY HEADER -0- _j I . L_+!=� GIVEN A POSITIVE A.". DESIGN LOAD, DETERMINE UAXNW PANEL LOOTH 'L+' FROM SCHEDULE- - -+..--- I* MITI, To 5� M.- -_ , � -;go _ral.s -I- _�;_ 7 I/r ED . . 1 7 Ilr OVEN ==N=E=L%jQ4TrNE H EDULE LZAXNr"M PAT% LOW %� FROM SCH , (R SLEJYE 1" MAX, -- 2DW- � j - FINAL To TE W,%W Dammem, PANEL LENGTH HU Lb;;QLa MpgNIING WALL-MMMM WAU MOUNTING 6 ol MOUNT .,rm I 1,1111 To !n I* _.__ I" I - 7 Y/2- BETWEEN 'L�* AND 1-7. SECTIQU 1 __232�_ A (1-0) ANGLE - ftl SEE SCHEDULE BELOW MR PANEL LENGTH I% POROSITY QUALIFICATION. . 49m ; _----3,OOD-�W Wful "'AIT I . Itul .j. �K U PAN HMUR . 1. SCALE -1 t . �Z4, 1 , j � �� -1 � HQL offlom t ANSDALLATIONS INTO WOOD ARE LIMITED TO * 95 I,S.t AIM� ASO, INESION PRIEMRE RAVIND I I i "7;,;w' . %_.., �11. WHImum WEL 'tJOINIIIINN, . I , I L -, (USE ONLY FOR X-Z HANQ STOW PANEL . -, ou'lo-w "I DESION LOAM * MAX, PANEL MOTHS FDA I r --- �7- f ........... I �w - 175* -08z".1 - - .� Is SYSTEM) SOSS-T6 ALUM, ALLOY " U. 1 7.wXIS Ir Y�� "r TRAO el-10 r-=*1*;A,`S`RAGIA1I ,"VS141 I d N � Iza--t", 6- 1 -i ,47 + 11______._. - 104 . " "" DO 1� . ,x o ,V"%!!I�i,�- , ! _ I/ 1. HEADER , TRACK A�,�� .., - - I L i �=k-jl - , I I * I. *city Hu cane ZOnw)j Of ,�= ,= . t3u , �:,_ � + � , , , '. - cone Z6n*) " -`�CEAI,g�*%!I�X . . - I i '25. .8,�- ,,�_ 4 . FLORIDA BUILDING CODE LHon "Igh Velod*fy H FLORIDA BUILDING CODE i(Nan High vitlocilly Hur Icon* Zone) 671 ;f ,- U, - f -.- I a-- 1, I - it - * �vrt F.P. 32* 3v $0, 1. � - 0= IXT= m � .1 - . = -am x"m IN: F.p� ., - ", ", -MIN " a <Eo MIN, 0 0 - - etwo mrsv, - - I DIRECT MOUNT w z I ' 1. 1 '11T. o.44167 ". I 01141H By i- . , ;i. -131. 24 CAGE GALVANIZED STEEL. STORM PANEL =*. .44167 " 24 GAGE GALVANIZED STEEL STORM PAWL z : 24 CAGE MVANM STEEL STORM PANEL -7 - � I'll t -,-"- STATE OF -" �r Z : - 1. , D&W 2, i i ,st t ` FLORIDA BUILDING CODE (Mon High Vol ____ � OR" W LINT - '. � - i ORMAN - - � mp) � L_11�-111._'�-_" Dw' .260* - �� I . "'XI�S' STUD ANGLE 32, 32, w 3"' = " * .. -2 - z : Ir " � .- - 1� O.. A�� w/vAme ______ — So" S -*% WE OF I 4t;3z .Az-_1__1 �, - GUML PROTECTION PRODUCM UP- 07/27/20" =_BmL_Q2mmN&uQK_QE__q.0m1 ' I I L I E C 0 i No, ".- r�l f � "k -, MIN, , � ID .,�A, - -- _32- 4r 67* ,� 5 - __ - 2DOO`__ -AL--, - r"t - - - I vi?�% �� I mc� GLOW PROTECTION PROUCTS. LLC. TAM, 'r TRACK .. __ - - 1�k �> / 111ILLIECO'.Ime, wf�l F-M AA EDGE DISrANCE . . STATE O� . - OWSAL PROTECTION PRODUCTS, U.C. ""42" """ - 1. ___ - __ (SEE SCHEDULE, ON TOP & BOTTDIM MOUNTtNOS CAN BE � - ON; s1w, 11 MEET iiiDA- =� t ,% -a- — ,US. W. S� .� ' - owk!naw SHEETS, 0 & IQ) COMBINED N ANY WAY TO SUIT ANY "t RO�,�- �� ati&vru .p.m...m., ' 20-175 AA p MAW, (04)M-7t,W TAX, ('04XIOD-sm 20-175 ". " �Iq_//"/�_11_ ".0110,01 . 9�4 =0 _� RUM-M.011M ,.,. ,ZOA:�1111130` ww- " Okvv� FL 3"A ` L n_ ,� 'S. .. ." . Ow $..I -.1 , MI PAHAMT-WIT? M"ft ,,, 5r $ ORICtI w , 75,yq-- 1 1 — � _=I� -.1 p".74c (005111-70414 FW, (014)AN-47111 @ & (P� wI ynsoNuT _. _.! - M_ ia too" ft - m* I - . L W-1 AJAI M`O%Ir AWU�cli - OFAWM ft iNVALtATiON, to f " - I! - Pin, - !_ -115 @ WIW=Ma "FIT (R BUILD- - CA-00"719 riaiii7i_ ==- = - CA-0co'Ni 1� - WALIM I 101111 - " I.i. I.] . . A I I � I - IIALTOR A. - I - 1-1-. - #= 14, 3 Of 10 1114 WATURvew TUCK A (ZAMA.0 3 ALLOY) Pm sE9/vA1w1w_�Dm I MiT;wow�'--m ,`.E. e I I _ M4 k AL I I - - I'll Fm9t I I - i 1- I - L_ _ - _ . I . &I tHu -4--f - I I . I ___ .______.j � - - - uAmu;:v.A -,it J., , I - I - I I I I I I I I INSIALLATION OETAM EQR REGULAR PAML2 __1 INSTA EQR REQULAR JMA1AA_(D__ I I QUAILS FOR REGULAR PAREL(DUNTO W_0Q — INTO POURED CONORETIE OR ONCRUE MCK MUCIURES 7'. INTO WOO STRUCIUMBES .., --fr -- ----w,�:--,-- _ -------I ,;�� ""I - - 7-1 " - — T� - , I �,7�, 11 i . i " , I - ,.., � � � I ,�� It I _`:7-"17�- --- " � � "7" " iil , 1, -.-.,-,, TP ,. _ I -01 � -- ., �� , ALTERNATE 0ONCREIS, I jl� � A000 ANCHORS '' . I I ,,, I 1� � , __ /41-40-1* SCHEDULE ,� , , MATE LIEG .1 W I 'r __4bo0A. I 4 R I , ". � / , , , , I _,�' - , . - I ON SHEET 3) I 1. I 'j�SaL a� , I , - .---,-, �, I _- , 'T � , " 11 - W , "EMS ON I I �, I �, ;; � 03, Au out% :,& , 4 No """ ,� e (w so 21 11 r (SEE CONCRETE ANCHORS ___W , __1 ,� - __ � � ,I SHEET I 11�1 �, "' , � 1 4'AS' E00051 EXISTING W P__ - �'11' ; � 11 4, I E19Z. POURED CON 13E_ I � 1I 1) 'L D Arw F'M L 7" , � � , COATCRm_, " . 11 . . I I'll I I a Ipr uo L__ , 9FAM RED, STRUM I , , ! 1� , � '.'. 1 '.. ,,, � 1 OR CONCRETE BID" ; I I � , - 't �,� � ", � 1 " UACY OF EXISTING WOOD , I .1 ,� ... -.I . � (SEE SC34EDULE ON _', EXISTING POURED � $HEM 9 THROUGH lo) 91=41TE BLOCK - 11 �; � =0 =. .M-n AIDED Cn _p__j SHEETS 9 THROUGH 10i, I REQUIRED- 1� I e 4 1� I �, I I I ; � � . I,- I I- , I � I I -,-,-.,.-- "L, to-, RE. I �_ . , REOUWQ I I ; I �� , I � SEAM TO,8 Y - I �� Lw L I I--j-, i _-Ep �, �, - " - - . I � - _`� . _ - FIEX � . �>__�,_ I A __@ ___ -f D. Comm L� r. � I I PANTL LENGTH � - '_ /_5=11r WOOO HE , -, � - WOOD ANCHORS - .., � . .N.8 I I CD V . , Rl _ , 11 i 15EE SCHEMAGN ' I � I __ -.,.. -1, i m lx_� . 11 ._ .11.1 GLASS __ �'1,11 " C =1 ARCHITECT PRIOR TO SHUT,- � ; - - . VIII441CREO - REQUIRED �, , I L I � (SEE SoNEOWL-rr ON � I , �i � (SEE SCHEDULE � .� , .�� , . i I � - 4 QUIRd . GA_je , , ,' k 11�le I , , , t I I lt�_ � ON SHEET 11. FOR INSTALLATION. / / ,I ',, OOD ANCHORS ALTERNATE WOW ANCH9%_ �- I � / ; ' YY!� SHEETS _,�,� � (�D I or _�, I - -, . SEX SCHEDULE ON Im - ' ---, .,,A, � - 11) SPACER 0 __A , _ L MI* MIX I W , � I-----" 4 410* HEX 0,45"m -m � . � 11/4' X� Is mo* W_ , X, , 0 � - , * I �, I e'�,.�, ' (SEE SCHEDULE ON ( ZZ. OR D., L -SPAaR . I � ,� SHEET I 1) SHEET 11) " _t, t , , , _ . I/ - - Yr " vr 0 I . 0a I---- ______ J Ile ,,Z=A., � - - I V..-AW: =w/ SAO ! � j � 11 -1 , � ;, . - - LENGTH' ,WAX, i I ` " �� t� (D = AD i G"OR, L 1 . � 1 I—— -1 1 1 WOOD HME11- - t V � I L I , . MAX. � A, I 1_11__1.___1.1i ' , , , � : I EO. - -_ --- j ---- ----- _---LT I 1, U) j . � __ f. ., 1� I RECORED I � � . I w. - ! I - " . L - j I ( ON __. I � , I � 1,; '� I . L . I " � -i �6. 1 I ' r � I I WOOD H _.__ I—— I _ - _ -11 ------ "C0)jRrEft____ St� 0 r4ROWH 10) ART -1 [ �L ;�M. I I L � . I ; 1. SOU -4--i I , , 7 - i - - A& I . � � I I - � m 1 .1/4 . , � V m". I ,,, I . r 1. __ L -_ _L_ � =sA * -_ I I I - I "' I � 17- V-�W__;;a�_ - - __ ,_ I ! -a!, I t, Me"01, I I 1 F(J) :, 7 1 � 8 ,�v I i � I I _-,_Ar_-�-Z,11�= -4--i — i . I PANEL LENGTH � � L� I WOOD A"WROMRS � " I . -01, MAX- LONG ALUMINUM SPACERS 0 1 1 - � ,� 2� 1 ; A : , � , I , � 4 1 111__ � 1 1 I SEETABLE #1 ON SHEET M) 12 1/2* 11 � (sa SCIH 1, �`Mt, % I � � I ; EDULE ON � � � � ' I I (SEE SCHEME I t � I L O,C, C, i � � -,I i � I m I I ON SHEET 3 . I I 11 SHEET 11) I I w; 11 I I 10 i Milk I W� It I ' � L ' W. ! If* L� : I I. -11 I i SEE NOTE -1 BELOW FOR LIMITATIONS FOR a SEPARATION WAX MAX. L � I 4 i i/2' LOW S= - -,.-- - � � '. i TO GLASS. * 30 OLASIL I . � �, i � I ! : c ON SHEETS I i 4 � , i f IM � -Rozp SEPARATION I PANEL LENGTH "�, LENGTH ", � . � 4 � I -1 GLASS (SEE if , i 11 11 ".. () 1 _(D I I - --<D, *0 I � T __01 � =3 > ____ -4 IRI 11 01 (SEE scHatud I I I'. SCHEDULE __ _j 1- I � ;;; I - _ A, AT I � M MH /4-. mw I (SEE � ; I : L 91�__ '7;jr, " - ON TO CLASS : MULE - (SEE SCHEME 1 � I SCHEME I i if : : ON SHEET s) I L---- ----'-L- SHEET 3) ! A , � � ON SHEETS) I ; ON . . ,-"%"0 ST;;Cii g *_ - - � _PANEJ, VAIL FEMALE to 00 PANEL MATE I . "M�o I .- - v Aim =-=,-, (SEE SCHEDULE I , , I - .. __e'__' , ' I I ON I - - I MI., SEPARATION TO CLASS, ,/4-A�,- 0 1 1 1 ON SIEV 3) ON SHEET 3) - __ I -I 'I _ - :1 11 - X_ L .- __ 'L* M.. I - L t.Z1110 I 1 ,/4--w- I � I PLUS (SEE SCHEDULE ON SHEET 11) - �; AT � r Pse- saw -ma ON SHEET- 3) i " -_ ----I I V. L, ---- _t.. -, ,__41� NW M FMAR, ! t I 11 I T' LL L,JA - , -_ w No, Awim. %$.,,� PANEL LENOTH I . .__�_Sll =�� V M. r _ . - umm 00 Y-n I 41- - - -_ - " , �� ! ; v � I . - - W a PANEL LENGTH �___ I_ - I � (SEE SCHEDULE I � - -AV �_41� - PANEL LENGTH ,17� -1 I - � --- %ri '. -1 11 _41 "I � 1. I I M`kx� &_______. .1 _�� - -- � �41 --- wmiWiL - I I , � = I (SEE SCHEDULE I 11-1- W, �1' I - � I I - - - -Vtsra W. I .m. I - ��_Iv o- 01 11_11_�,L f - =-:1--n . i - , `Np " _��_ I (SEE SCHEME : I ^ �,I : . � PAN LENGTH I ON SHEET 3) a �r,+_____ 11-i I 1 2'*4 WOOD ___r, 4SEEEL ' L tea" oa r-n ON SHEST 3) 1 . 1 ___-L .... .. - ON SHEET 4 1 � EX I lyi, I Um" om 21-0) MSTM---; TO GILAS5� - I---- ____ --- -_ . I I L I PLATE REQUIRED � SEPARATION 1 1;7 't , , I I � ON SCHEDULE OLM i . I � G -_ "-,----I, ISEE SCHEME,— - EX-Mi ) � I I I ; ,201 , GLASS i I GLASS I—- --- , ��,, � CIA I I- 4 ,�__ -111, - `1 , L, SHEET 3) - To SCHEDULE . SOX � t�_Ov. - ; � 1-01 Ka MQUHT W I __ ' .11 � 0 1 i 11, -A@ =%it - EIMIIIT� I I / PACER 6k � L " -..-- I um, J�_--,4_� - F ON SHES 3) 1�t , _ I ($a - , r,__1 ! i ! I � I � I :��-�-,�,-�-=-.�,---�,-�,�-�-�-,�,-�.=,,� �`�, - I I I I I I I � I * � - w OF 1: L . I ___C I A .- I I AUERWYE 2w ! i --Cl) . � i ") 1 1) : L t I I I If W, --Z,j� i MAX. I I - 01 � _ SCALE 318�1- 1 1 ON SHEET 3) I ; -4-17" Cl 11 .1 *L7 i I I I i - -1-C4 1 . < I , ":�,."/"J� I I I I 5OX a ; - -\-") MAX. ft L I i 14�1`1�1_1 I SEE XT�Ajl ON SHUT 11 FOR MAX. PANEL LENGTHS & I I OF v 9 (i) ,_ .0 � sm j__ - 'i If 0 12 1/2� D.C., I -f-0 I 11 -L' "I I i - 7T ; . . . I . ED I -lox i .� - I .0 DESIGN LOAD$ FOR INS INSTALLATION, . I 10 12 I/v ac� 1 . �_. I ! I I ED i. �� - ( -10- I I i 0 E:D ... � � I -1 , i Of IL' � i i � I � I I . - � I I I I ,�� 1, 0 t2 1/2, O.C_ - - .12 i I , 0 MAX I I , , -_ A � I IT_ ; j i i , t�vl_ N, I I - � 1, -- ,- J , � I i ED �� III 1 I/ I I , --I --- __ ___ I. __ i � It � " 7� 1 � (D =3 4 ,I I, MAX, ____ - I - L__ - - � ,- .-, I � i ,.- A ____ - I_ � � "I a II2 1/2- = i - t_j-_-A__----_ " � -- - ------ 1 - 1- _d____ _,-' - Y ; 0 i i : - ' ' �, j"', "'I � - 1, � L � I , 7 ------- -- ---;�, : � 't ...... - --- 11 , i � i '. _11:1' "- STI 7- 1 1 tz�j I CONCRETE ANCHORS - 1 � -'7--7—,, !I , ".0-WIR r , , 14 -0 0�� .,. 1 p , 1, -, , CONCRETE ANCHORS 1-1- 11- -, j ---. ,I I t6 , � - , UI L - I I N., I _1 I I I—- - A -- -- --- J (_ ',- - C: I 1_'1 1 I " �� 4 *QOD ANCHORS I I . _ SLAS (SEE SCIIEDUIX ON _� (SEE SCHEDULE ON - LONG MA& ALUMINUM _ _, -- i- I I � _ i **N=- �, .tl -,�� t* -. I - , I _ - ., ---,I .�', i , � , STUD � , ----- _. -,--- -1 I i , 1 IL . I - _ L qqE OF 4 SPACERS 0 LSOX" O.C. VAUD FOR - 1� , IBBI 1p, , (5s1ft-40=/ ON WAM SA W W. I I/.- LOW IF-. 11 . WOOD . 11 � � 11 , �f_ 4L DITION) SHEETS 9 THROVOK 10) � SHEETS 9 THROUGH TO --- 2 1/8 I , - - II �, � 1- ____ - � - i I I �j� L 0 AND PANFI. � i i 1 �� -- � . I m ? X n: I POOREB CONCRUE�j : � i � il " SHEET I 1) I . - ____1 -'--- - __ _____ - � 2,At" WDOD I " " , I -we NNOMROANCRETE EXISTING I . LENGTHS KR SHEET .3. u, -� ii ; , � Lt) INSIMUITION 6 UMnD 70 A DRE SUM WILDINGS WRIN OF-4' _ ,.._j.___LL Kch REQUIRED - .- I )�, 7 - -_ - OR CONCRETE MON ' - ;� �4 *um �-,z --� �, , 2 g��15 At:=VIKN WOOD ANCHORS `� L --------- � I - i if; � � � � L), ANY KOUIRED , " , � _= ANCSORS , -, i� " ' i 1) L , , Ii f SCHEME ON � ' I _ . ; , � jo� Woof) . � � I EE SCHEDULE _j4' ------ � � REQUIRED, I � REQUIRSO I* W, LONG ALUMINUM SPACERS � i i OuRnm NEIRIT 1. - Iii -, I " PLATE REOVIA5 I "I-El"J"'. 7;�B�,U, ,;%Ow� IM. .'o. I �'-,' � �,,_� .. .... LL�' , 'j-- IS - " . I I � , m a- "" " "I 1111 2*.4' I, , I RoURE" *ALL OR 1111-11 I . 5�1" 11,� CON I - - �! L is-z ,_m 12 fill' OQ. (SOETASILE, it, ON 0 1 :, ", , 1 41 WOOD PL4 - , SHEET 11) � 1 � I � � Otim I 1) � � : � � i :1 I _.,_ LATE REOURIM I � �,�� 1f I I � : ON tokc AS TW F=&04 M&11/�AWM -,_--I'A_ � 14 =%nolm.zmlxvzl.*=k",""Mt/,,"O"DC,OI �, - SHEETS q & 1Q) � I ( L I , ,ii i "" MEAN ""' I I i , , I I � i I ,11 SHEET I q I Mom INITH, � i CM 8 A WITINCTION FROM 12 Vr AM WAAM4 MILOM ON 4 ---2' MI-— _ L ..-, �,� � __�__ ili�,j 0 a) . � . ;; 1 SHM 61� , - =ft HQUNTING gUILD-OUT MOUNTING �i , , , �;r (1) MAMAM AW MUM 011105%ft � MLING AND 0 WALL woutiTING /DIRECT MOUNT WZMACERS (MOE L I - � -�! PATM a .61L -0 PAT. I (3) I" 24 SAM TATU LOWO G INPUT TO W AT ANY OPSKAND m U) _., , � L. S�C�AULE I- §�M,p Rw�m,p -6 _,_ _ _ � � � �� ,-_-'L_ _; (2) NAMMIJAM STORM NANO, 11OATINe � " is & AM=" FRONT LARM FAMEL J.Dam ALLOMED ON � I N'J� � �� I", 'U, I SCKEDUUI . I,), . I w WAU MQU i (4)1 fA'LQNc VAM COMPOINT INA WIALL BE AS NOCITO 041 11 WHIG - 9a I mouhmmG BUILD -OUT OUNTING " m -MAUHM (a) =-'%gA-.,g,m,&-,,YL I SCALE 3/8-1- i law z OW41AM or I ;xlm m ALTINAmn-ft ALTERIAM 1w I 1 w4m Pat we mo I 's =4 IT$ ONLY I SCALE 3/8-1* MI m SCALF (4) NVALIATION I t-111616 Am vom (I. Eomq or"7110,0410c. '0411111141AN" SCALE 310�1- " SNOW "" 3/8-1, Zw" 1. 2 : "MUZ Met i I SURANAIAL IOX I 1 Q,0% it v � 11111"I"', 1209.46. L ti"ON" 1 � - _�NOENj . I; , .-% ,4":.�k I �/ ` A.....I �� i _.__ - / 4�� ,� .... ... " tm, A.N --- NMI I I .1 %� LL) CE .. Z - NO. 44187 FLORID,k BUILDIN 6 .. .:� = . .. , Jw_.--*�Nra %. . . � . % "I FLORI BUILDING CODE (Non With Velocity Hur one Zang) - FLORI A BUILDING CODE (Mon High Volocify Hur cone Zone) NQV-E" *: . *. S G CODE (Non High Velocity Huur canif Zone) . 41 � I 1, INSTALLATION ARE ONLY VALID FOR MAx� A,S,D. F . __1w ;*_ - & ' 9 I No. 44167 " I 24 ONCE GALVANIZED STEEL. STORM PANEL TOP A, BOTTOM MOUNTINGS Cm BE DES GIN PRESSURE RATING (gf) AND PANEL LENGTHS 't I OF " z- om IxvA W_ _ `p� < - ', NQ1E_EQ&_9DM51NQQILAE_2EQ=: -, "m lum, m ". 24 CASE GALVANIZED STEEL STORM PANEL, - = 24 CAGE GALVANIZED SM STORM PAWL MAIN IN, DESIGN PRESSURE RATING (p.s,f) AND PMEL LENGTHS J** vM^ 61Y, COMBINED IN AW WAY TO SUIT ANY AS I _�% STATE ' - `XAm w 2 , � 44167 . "m ALANXI, INIM FA I� INSTALLATION ARE ONLY VALID FOR MAX, kS.D, T PER SC14EDULES ON SH 3 -, I - z :: * " * 1*! = * * . * z' I I NQM EOR MWIN&MM QE SECM : z . ; - 07/"/M TOP & BOTTOM MOUNTINGS Cm BE AS PER SCHEDULES 0-4 SHEET 3 (EXCEPT FOR . - INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ik ov:. IPIOT, ,� -,- � 11LIEC, O eat" I IZ .. GLOUL PROTECTIOIN DENSITY OF 0.55 OR EOUAL. 4W 3.*� 51 STREET - MAL n. =14 X.','--. j ��7FK` omff_ F_ 333, - - 0AA,1E. FL =106.),Mi 20-175 COMBINED IN ANY WAY TO SUIT ANY OAM)MN_NAKL INX. ot. 1 20-175 , �/� - - 'HAT A, - . - (954NO-75�. FAX, -am SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE S -!�% STATE 0 AMC ILA 11 STRW - - . INSTALLATION, %. �11'�Al mm- MEMBERS TO BE SOUTHERN PINE No 2, W)f SO_- Lt , � _____ F_D� -( EDGE DISTANCE ��__`�_, I L I E Z 0 INC. GLOBAL PROTECTION MDUCTS, LLC. o'cE. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) III-.. 0 / 11LIECO imc.'\ GGLOUL PROTECTION PMUCTr, LLC. --"- -% e, � � " �� PRODUCTS, LLC. 'O.M, SHEETS 9 & 10) 20-175 2, FOR NEW RI . , , - �� mot, ". 5 STREET "I'," I Ww= 21-1 A ` ' \ WOOD . . to .. fosv 111�1�1. z Moe. TV -, __ "'NE, (91,94141-sm WOOD FRAME CONSTRUCTION: - � " .. m -MI At,00% - _. 6; - � � — -� �7. � �_-_!2_7:1- _ — 11 kil , � MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ��'; uk I , PAN _1, = '... MmI F� I.A.)". . -;:-: I INSTALLATION. , V/,�x � i W�" - - . < � CA-0owto DOW" OF - - � -'Lion OR"" ft M-OWP,t . I *. PE 50 WWI " i __"_s___ - - roo-iiRwIvil-TUREA'Am W=x !Lj,w� ". - I I � � � � � � At WA,74movvywt mum,A&I". , � �� f"Nimnim/s..ou". I , -.-.-.--,.I DENSITY or M55 OR EQUAL, CA-0001019 rAw A or ITT It fum 4`12`7 _j . r . I , " ISE - . WIM-_ ZT:__ I . L��_ I I I =.L-x T. 0- I SHEET NO. . I SH 1.3