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<br />- � . 1. STORM PANEL SHIM ON THIS PRODILIG-1 EVALUATION DOCUMENT (P.L.D-) K45 BEEN VERIFIED FUR COMPLIANCE IN ACCORDANCE - 0) C-) -,�-, U) -11-11
<br />I I I - /4-# TMACON ANCIFICIRS, AS MANUFACTURED BY I T.W BUIPEX. INC
<br />MAXIMUM A&D, DESIGN PR=RE UMNG W,Q AND � 1 I/4-11I LAS SCR�- 0 11- O.G. W/ - . WITH THE 2020 f7th EDITION) or THE FLORIDA RUWNG CODE. THIS STORM PANEL SHALL NOT BE INSTAV -1EG AT HIGH
<br />� - -- - .11 - #!4-10 PANELMAOE FEMALES ID AND PANELMAIE PLUS ANC4ORS, AS MANUFACTURED Err "a CoNsmocTION moucts. = = M -m , -
<br />-V -I � .�, _-_,_ I - I - � - I ,= T-miAm Pialumila, I ,�' .1 01 - WOOD VELOCITY HURRICANE ZONES EMIAMI-DADE / MWARD COUNTIES). - I -ws PER NO.s. U)
<br />MRESPONDIN JIJA MUM PANEL LENGTH = 2'.4 III"_ (D -0 0
<br />- SCHE= - I ',� /4'. LAG ScAm a V ac wFe , . i TO WOM -Ek". H AFOARED V4 A Valvw$ 0 a, ox, W/ DESIGN Who LOADS SHALL BE DETERMINED AS PER SECTO 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND
<br />- FLAT OR ON EM THREADED PENETRATION SPEED AS REQUIRED BY THE ,IVRISDiCTION WHERE STORM PANEL WILL HE INSTALLED, AND FOR A DIRECTIONALTITY FACTOR
<br />MAXIMUM A.S.D. DESIGIC ERESSURE RATING 12.9,1,1 MO WHRESPONQJ& MMIMUM AMC , I ---- - - , I - N T�4'0 LAG sea
<br />- I 0 PEWETRATION .- i 1 ,�I, - Wo . 5/b' WOOD SLISHING� AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY GO� C-j ,�,
<br />FOR SERIES I 00OZ= E=Z HANG MU PANEL (f) =M SPACINQ SCHEDULE FOR WMLLMNS INTO CON= & CONCR = A I �11� I -70 EFISTAKI WOOD �CAW , % � , 1; " ,,� j --�4DC�.L V40' SAA.%. . ` �',L - - - TO EXISTING VIOND HEAM Ka'U.85, USe ASCE 1-15 AND SHALL No DW-ED THE MAXIMUM 'ALSLO�) DESIGN PRfMLRE RAONDS DOCATED ON SHEETS CA) MINIMUM THIRIADIED PENETRATION INTO WOOD OF WCON ANCHORS, SHALL BE 1 1�2* AND ;7' FOR fi,CO PAKELMAIT PUJ :2 -0
<br />IN&A-010- L 1A ENO ED 1, � � 1, � A, 51 3. I, THRU 12 & 17, is, A TF4 C L- (3)
<br />1 � "t, � -1 , IN ORDER TO VINNIT IRE ABOVE CONDITION, ULTIMATE "ON WIND LCAO5 OFTIETFIFATIETIT PER ASCE 7-46 $HAu BE MST AND PANEI.MALE FEMALE To,
<br />L)S&-Q=.EM-E&%U-ACA"6n%M-At-ELS-'fO�2U-t-liM-IL-�WJM-,#.I - It - - j , , I/ , - emm -
<br />-J!'.4.="A-JhRiF!LA-1=-U. ,EM W= SM I E , i owom 0 �,, I 0 -y
<br />I I �, A r . -- REDUCED TO, A�&O, DESIGN PRESSURE RATING BY MULTIPM11C THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MAX, (A.SDj I, 2) tANIMVM THREADCO PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL FJE 1 1/1� NO THREADED 0 ZD- = -2 �1:
<br />- - , �, III h i �� �� \ PENETRATION INTO STUCCO SHAIL BE CONS40CRED AS PART OF THE REQUIRED THREADED PENETRATION 1",
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<br />O�MUMfA$ 11, M 1; ON WAXPAIM ANCROMIT SPACING FOR r 0. . 3 lIr 0 1 " # LAG limps 0 a' mc. W/ I" � C� 4144, SAL& DESON PREMURE WINDS tNDICAIVO 0 SHEETS 3� 9 THRIFT 12 & 17. I& s_-
<br />4. _ k APPLIC , . � § "4�
<br />TO ABLE 'To . , 2
<br />Vt APpUQ4SLE IN 09.. I SECTIONS III . � I * Min. lK -,A0pwT04 , , Ot ENO or 0 IN ORDER TO VM47Y THAT ANCHORS ON THIS P,ILIL AS TESTED WERE NOT OVER STROSSM, A J3% IKRIASE ill AWDWAOU� Alr� 0 LL -
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<br />'I .2� TAFFco"s CAL14-04 � _Imw PANIG. . ". V r I/ , 7*M!, , STING WOW FWADER. I`G /� STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERVINED IN C- 41) MINIMUM EDGE DISTANCE OF LAC SCREATI, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />SDICTION's PRESSURE I . � � , XMS.l - - 11 , WA140 PEI .� = -
<br />- ONG . I FMOA4rE FUMLC M I '7V �ltft� ANY 001091"T" I m . � E MAIL 1/24 & I ACCORDANCE WITH MD.S. 2016. ku 0 -6-1
<br />- RA TO CONCRETE TO COW,,m. To LENIT- V W ; � , _NDTEIA RE��) f MNG Knit %�r , ..*- m
<br />+611"O. -75.3 70' OR LESS 1 2 9/if- 1 BOLTED - 1, T, x : COF11RETE TO CONCRETE r OF THEM T OF EVERY I 0
<br />. 1,WL (P�*T.) __ am To , Der TO CONCRETE 1. comicitcTE � . :i . -T I M DETAIL 1/24 & STORM PANECS AMUACY FOR AS BEEN VERTIM IN ACCORDANCE WITH SECTION 1602.1.2 OF C,4) MININUM PENETRATION OF WOW BUSHING SHALL BE 5/8-. 114 ' 0-20 SCREWS USED SHAU- BE 1 1/2- LONC MINIMUM *
<br />,-W . 31* ILI . - -BLOCK I 'K , IMPACT AM WIND RESISTANCE K - 1' WIVMUF STUCCO. = Co 0 >
<br />. I 3/16,41- POP PFKT 4 C.IL i - - W THE ABOW MENTI AM #0219 09 AS SHOULD STUCCO EXIST, AND , :a
<br />i . . . i I . #14.1, -MS I . -J sam-2 1 LVONED CO E AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REFFDRTS $0814-DI-01 .02- . M FOR WALLS WITH NO =
<br />12* !1A 12- NIA 12, N/A 12' 1 N/A I' & 2' CHOP a mmwm`H w EVERY 9D q� 0 Ek END OF 0 i =D U)
<br />.68,0. -75.3 2 7/8' i I It 4-W __ _ , ) - - - NO) . Z-0 & AXE 3W-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT JILI723,01-10 AS PER AST CONCRETE FAINFLS� STUCCO OR WOOD BOARDS HE FOUND ON THE mstlmil --w 5� LAJ . - -0 E-= 0
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<br />�E - �- -mii -.--- it* ,.* ". '. � 1. I I 2 L TAS-201 AND W_203 PROTOCOLS, MID AS PEN CALCULATIONS PERFORMED IN AC'CORDANCE W/ SECTION 1604 OF THE C.5) ill CASE THAT PRECAST STONE, OR MEC, (3) "
<br />' SWAI,g�� I : 4- v 4- = ;= � WAU ANCHORS SHALL BE LOW U40UGII TO REACH THE MAIN STPLICTURE BEHIND SUCH PANELS C3 .r- C, a)
<br />qaj�.3/4'rlt M,S, & WINOMUT AT OVERLAP IF 409 OF PANEL LENGTH I S�� "2.'. 1 mu4r- I .. - - 6 �, IS DETAIL I/2- III I FLORICA BUILD*' CODE- ANCHORAGE SHIALI BE AS MENM ONED IN C 1), C 2) At C.4) -:6 F- q* .u) US ZO m CL
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<br />CM 0 PAWL j 12- i 12* - 6' EER INO *- - - '11-T Z i- IA !!�� i 1 2, ALL ALUMINUM EXTRUSIONS 10 BE SOILI-T& ALLY AND TEMPER (UNLESS OTHERWISE NO"), SEE SHEET 2 9 -
<br />� I - i I i . -",- -I WOOD 91MER 410,61KED Wi ANCHORS SHA!, BE INSIALIM FOLLOWING ALL OF THE RECOMMENDATIONS, A14D VECIMAIVINS OF THE ANCIIOR*5 WATHWACTURER, 6 "m c,.,> �4 C- cu -�-�
<br />H/A N/A N/A NIA N/A N/A it Ile 11' 11 . � - Ale$ 6 I =
<br />+WO. - --i�Gw -70^ OR LESS - 2='.-- �1.1� ! 3, AU. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE P05-HIA ALLOV, co >4
<br />i .- w - - S� PANELS MAT ALSO BE INSTALLED KORIZOMIALLY FOLLOWING MITTALLATICIN DETAILS SHOWN ON SECTION � THROUGH 6 ISHEETS A 'to LA- O� �- -0 - U)
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<br />2=4" ,,, A . TO CLAM - THROUGH 5) EXCF-I . AT HCAIXRSQ &(j) SHALL NOT BE USED.
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<br />7 Ii llr .�"., I 7/1' I.* -60 GALVANIZED ,a I= -
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<br />.�12 4, ALL STEEL SHEET METAL PANELS 94ALI NAW STRUMR41. QUALITY STEEL ASTV A-653 OR40C BID MINIMUM, G
<br />. - - .. z ,,,v 'IT 12* 0-4: 2 IA. W, STEEL DESrOlOTION W,'fY- 92Z " (AFT" ROLLEG)r 9� IT SHALL RE THE RESPOWOETILFTY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER . C-4 -c-
<br />W N/A 1 12* N/A 9 1/2- N/A a N/A I Tw� OVI" I E y" omd'Ap I I WOW is
<br />/2' 3. (Wrmmj I �1' . ! WANIATIANT- I ATTACHED TO INSURE PROPER ANCROFAM THIS SHUTTER SNAIL ONLY RE ATTACHED TO CONCRETE, BLOCK OR FRAME
<br />I � i I -, L- - -"-- � v4-#-2w/.. - 10 Qvks�l I 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 51$ AdSI SERIES OR CORROSION RESISTANT COAMD CAllilo" STEEL AS PER DIN
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<br />N/A 1 4 - ARMIDII, M, SC "' � I REN 1i ral An TENSILE STRENGTH Mo STW' Ca"'.."'t W/ nUMDA BUILDING CODE SECTION
<br />N/A 12' NIA 12' 1 ---I I - r � , -- 4 -j- - i-i - 25W-1 � II W314L 50 W' YIELD S""OTH AND SO k 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90"� AS PEA $EIMONS 1. 2. 4. 5, 6 Mo ALURgAIVAS IW, 3W & 4w ON .!! - cp
<br />- W N/A 1 Ir - (T ) i I 8 2 spir mi," -%=�-3-. V-23-ii, 7 cm. -,S-- =
<br />6' lz* 12' IT' 12' 1 W 1 4' (BOTTOM) I - r-, 5 - 117= - EVE" OVERLAP SHEETS 4. 5, 6 Ill 7 RESPECTIVELY; SHALL HAVE A LE04BLE AND READILY VISIBLE MAJRKINGG INSTRUCTING OWNER OR TENANT TO
<br />12' 9 1 '2' - TO
<br />I - I I I 0 I 'L"' - I e BOLTS TO BE ASM A-307 GALVANIZED STUEL, OR AIS1 $04 SERIES STAINLESS Stf-11L. WITH M k., MINIMUM YIELD STRENGTH SECURE PANELS WTFk APPUCABLE RUNFIDIPCEUENT OURM PERIODS OF 141IRRICANE WARNING Ir-, -
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<br />I - I i " 4' I V 'L ANCHORS 10 VIAJ SRAILL BE AS rOUJOWS-, 11. THE INSTALLATION CONTRACTOR IS TO SM/CAVLn, ALI. SHUTTER COMPONENT OGIES WHICH REMAIN IN CONTINUOUS IDWACI H 10
<br />I P :-F g I 0 1 1 p I I - R, I (A) 79 THE WILGRAIC To PREVENT WIND/RAIN INTRUSION :r� - -
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<br />FRAME 01ALOM AND 0 7-0 WT 1/2- -JI/2, . I I 1 71B' CALX-IN ANCHORS, AS MANUFACTURED BY OEWALf MC PROVIDED M IRE ARSVPTON WHERE PERMIT IS APPLIED TO, ::. = C-.1 .
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<br />MINPRIM ANCHOR SPACINGS APO MINIMUM EWE DISFANCE ME ADICATED, ON 7WIS --I Mo, i - I ;- , S - tv to
<br />SCHIEDULL FOR M LOS THAN INDICATED ON SCHEDULE REDUCE M04M SWAKI - - 1/4'o . POINT SCREW" BOLT & SPECIALTY CO I �- x
<br />I Cont 13. t*) THIS PRODUCT EVALUAITON DOCUMENT (P.ED) PREPARED By THIS ENGINEER IS GENERIC DOES HOT PROVIDE INFORMATION :�, C - -Z.
<br />BY MULTIPLYTIR, SPACIFIG SHM ON SCHEDULE IN THE FOLLOWING FACIFOK FOR 1. 8 I I I 9 I, i I JM"L eF-jGGG CL.10i)-S" AKHONS' AS US'Pa".0 BY ALI FOR A SITE SPECIFIC PROJEC% ,o WHERE 'HE SITE CONDITIONS DEYATE FROM THE P.E 0 AND CA.
<br />E I I 91 ,-To PANELMATE FEMALE 4) & PANaJAXPE PLUS AN DRS. AS MANUFACTURED 13Y ELCO CONSTRUCTION PRODUCTS. 0 S
<br />NOT BE LESS THM "ULNA SPACING INDICATED FOR EACH ANCHDIFt TYPE AT I 1 '! ti-I - - I T DEVALT, iNC. �;p r-
<br />THIS OPERATION TO BE POSSIBLE, R=CM SPACM DITTANED USING FACTOR SSN, ,11 -
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<br />ANCHORS LOOM F4.-]-Q -- I - L-1 ------ - 1 - - , e I �t *�* ZANAC NAIUN ANC"ORS� AS WNUFACIURED BY CH 1b) CONTRACTOR TO RE RMPONSIOLF FORTHE SELECTION, PURCHASE Alto 44SIALIAtION INCLUDING LIFE SAFETY OF THIS :;O/ Va In
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<br />/4 3/16 - �4*# ftIALFIAI IAL: C A I) MINIMUM EMBEDMENT OF IAPFCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR EPO PAIVEL"TE. AND 0�
<br />'mm PAIIIIIIATIT 8 ;;Asi�p W/ ; .. �-,,zn � - I I I I V4- FOP, ZAMAC NNUN ANCHORS. -
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<br />- .�-;- -I 04 1% - . METMELJ� MO EW$ ENGINEER OF RECORD (E�O-;Q FOP THE PRWtCT AND WHO WILL BE RESPONSIBLE FOR THE
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<br />- I --�-F- IN51AUAIM -1/4 LAS S 0 11=;( - I , I/... iAG sc Nx k3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD woos BE FOUND ON THE
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<br />21 - I - I - - ALTERNATIVE 2')k i c I L le OF PLATE
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<br />--- 1. r-----1- -61 ! Nr SCALE I/.*.,' I h FIATE AMAZON 14- SHUTTER MOAUFACTURER'S LAM SNAI� BE LOCATED ON A READILY VISELE LOCATION AT STORM
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<br />- I � I - 1/4- f TAKON ANCHORS AS MANUFACTURED BY � I W BUILDEX. INC.
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<br />I 'No. , COD (wigh Velocity H - HIML.16' , � , �., ,�c --- � ------ 00= �pwm Alt- FLORIDA BUILDING CODE (Nigh Velocity Mu icont, Zone) 92) CALK-W 3t SOLID -SET ANCHORS SHALL BE EMBEDDED 718' INTO THE CONCRETE BLOCK UNiff, NO � "' %,44 67 . I V . 24 GAGE GALVANIZED STEEL STORM PANEL DANAN wr
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<br />- 20 GAGE GALVANIZED STEEL STORM PANEL ~ IN: . = 1," STUCCO SHALL BE PERMITTED. 1/4� -20 SCREWS USED SHALL BE 1 1/2- LIONG MINIMUM S-40%=NX, * - - %
<br />= * * .,F 4202il TTLmm He. ly = : No. 4 7 - 20 GAGE GALVANIZED STEEL STORM PANEL MAIA," W. AND I' MINIMUM MR WALLS WITH NO STUCCO. S-0, STATE P ' --- -- 7/1"Ie"I'T
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<br />INTO POURED CONCRETE OR CONCRETE B=K STRUCTURES � INTO W090 51RUCTURES " -.."�--,--�-"-.--...4r--,.-,�,�-1--I - - .-----,-. - I th[SIALLA-TIQN f2ETAIL-S FOR REGULAR PANEL �D INTQ WOOD
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<br />-= '11� - - �� ," ,� j " I I " -1� I
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<br />� > . SEE SCHEDULE ON /, 11� I I ALTERNATE LEG
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<br />I - 'S W-V %xr. OAS' (Min.) EXISTING , , ---- -7,; � --- I CDCATION
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<br />-1 I� : - . I I � I L , ON SHEET 3) - ap - - 1�� , 11 I
<br />CONCRETE ANCHORS ON , I � I SHEET I 1) �"T � -- 4) ,/,* I 1 .. ... ul'.=* -
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<br />(SEE EXISTING P01JRIED �1,1� � . � ; a Ile at- L � � � �, I 1, I
<br />SCHE ULE ON - ' Exis"NG POURED CONCRETE SHEM 9 T14ROUGIH 10) INK"'m - -- I j! I , I .1. ` 11 :!� � DOE: FOR Pilam BEAM AtOUREIL smm I � ill I Cn
<br />0"
<br />THROUGH I , OR CONCRETE 81. � - " 1, � ' ' - �; --�'
<br />0
<br />SHEETS 9 0j, OR CONCRETE BLOCK I I REOUTRED. 1, � : ;01 4 ,�,, A, , , , I wo. iiinAt T-in ADM OF OXWEING WOOD 'r - -6-0
<br />, REOURM, I IFTIEWTE LEG ,� '� �' , I , I I 4� ,F, - - 11-1 v ma, SM TO BE CERTIFIED BY ED -L- 1i 41- ,11 . � - 0', � : 1� j � r
<br />- I MULE ON , 11�% 1� - 00)
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<br />I � � (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTEA I I ,
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<br />I'll, �� � � I SHEETS TmRwGw,f4 , I I � 1/4' - �-� �, " I I--- --- � ON SHEET 11 FOR INSTALLATION. ALTERNATE WOW ANCHORS 1� "I - , . !� , I � I' um -- IX WASM HOO
<br />! , � �- I-J,. � 1". I ) I �� � I I WX .R 0 (SEE SCHEDULE ON I � I - W*.I* HE
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<br />@� - t q. =00, 0 " � ,X. RIP aft4m - ji;i . SPAM I �. OF V i i.�'/.�, SHEET it) SHEET I 1) I . - � I/ �Iw- ss ALt IN, Alt,
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<br />11/4, 1 1 , , � , 101 .1 I 1 7 - , ! 0 12 f/2 a)
<br />I'll, -1-1 PANEL LEND
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<br /> CONCRETE AW-40FIS ,,, r ,/;. D.C. COD i I
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<br />, I . . -*I' MAX. LONG ALUMITIUM. SPACERS 0 12 1/2' i ! WOO ANCHORS
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<br />0 I - -Ci) W., I I Min, ! (D � - I I ... i I - �
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<br />I I- i SEPARATION I - V MW F, � , ! � OIARATION TO ,- ! 1 4-1 1 - � (1�
<br />" , i I 117- LEND SLUM, It � i
<br />61 � PANEL LENGTH r.. - � , � 1 1 1 -4 mml(uf - I I i -
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<br />IF �T - I Amin. �WIAWIQN TO (;LAS$ 1 i�� , � (%L wwouu: i (SEE SCHEDULE I i ISEE stlimur " -a I � 1 , � I SCHEDULE 1 1/--ii-20.1 � �
<br />- - � 1, - I � 17 11 I -PANEL MATE FEMALE to OR PANEL MATE 4 3) .1 - '15 sm. . i i
<br />,, I I
<br />I '00, (SEE SCHEDULE ON I SHEET 3) I ^'4 I I I I il-lu" I - -, : - � � FILM (SEE SCHEDULE ON SHEE' ill r ti-ii SCHEDULE ON SHEET 3) - V MAX L-
<br />0 , ' 'k SPAIIR W I ON SHEET 1) 1 1 - - --- - I 5HEET 3) Min. SMAR47OR TO GLASS. 0
<br />- - - I - - j %- M , 01, I z - ON SHECT 3) 1 I i 1,04 SHEET I
<br />PANEL LENGTH SHKC� 3) � - - - �- V� - . - - ow I S& .'is wo ,� I i I � , i ! � V -41" - -.144-- "" I I I
<br />IL - --V - I I I � �
<br />- (SEE SCHEDULE PAN LENGTH ,,� , i uG%XA mx 7-C tM Ple PAND Min. �-. . � 11'. I - PANEL LENGTH
<br />, -1 � It— 1 2 1.� I "�� � �L ' - -- - - -,� 11 I (m FIR R'Na. (SEE SCHEDULE
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<br />, Min. -- - r- L ; ON SHEET 3) I �, , teak 00 T-0 ms-TING 9 ST=I 1 2"F4' WOOD - - It +- ------ ---,I , LOCH 00 rAn
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<br />1 - - -a O�N HEET 3) -1 I I - 1 L (SEE SCHEDULE
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<br />I ,� I ". ----. -S-1-- I �, GLASS (SEE SCHEDULE PLATE REQUIRED I I --It�
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<br />____; = I - 1 --Cl) I - ---vo�,. -- -, - GLASS I
<br />(SM SCHEDULE L- ---- -1 -- , - - k.--,- -- - ON SHEET -3) I DIRECT MOUNI W I SPACER I f I �-� I i
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<br />It ON SHEET 3]I It 56% 1 - I I � � I ; U)
<br />OF V -(I � OF V I L I I ! * I I j --- C, � I '- --�'-7���l�-�,�.-�,2--�,-,�.�.:,L--,� .
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<br />I MAX -, 1 MAX, ��-,� ��,,�',:,%,32 - -, f�1�1 I L" -o-# SCALE 3/0.4, i i I i
<br />11,1',1,.1",.�'Z � � I e 1 -4 ---,�) or 11
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<br />I. I @ ! � 60. I � 56X 0 I2 3/7. O"'., i I
<br />, ", i I OF 't I I , AT ON SHEET 11 MR MAX, PANEL LENGTHS & ; MAX -F--#
<br />- �, --- 1 -1-1. � - I ...... � j ED - OF %� I DESIGN LOAM FOR THIS INSTALLATIft I MAX- -
<br />9 �111,�."!F -fo r I .
<br />-q I Iv lz llw- ac� " ,,�.,,-.%,� . " i i ED , 04--- 0
<br />� 1 �, I 112" � I MAX � I
<br />11 I �" � ". 0 MAY I I I i- - � -- - I
<br />A : t . -- ,41. -I I � " �. t . - I -- . --" �- I I 'L 'I 0 12 1/2- O.C, ; � I - I I I I-— - - L - " I =3
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<br />i I CONCRETE ANCHORS �11,`."Rl I CONCRETE ANCHORS I --- � ! I -- I .1.012-s- I -,. I � � ED 1, � f
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<br />EXISTING POURED 1 I..., I - .1 � -�- - (SEE SCHEDULE 04 -��1�41 . - S/�, - I 7 It
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<br />L� - - "? SHEETS it Tuw-�ROOO-�AGH I 0), - - �� : I ) 2 I/W LONG MAX. ALUMINUM - -, -- - �-. �- I SIAGICEROD W/ STUD �---- - L m -
<br />L., � �
<br />CONCRETE � ... -.,, , EDGE Of WALL OR SLAB SJ4EETS 9 -THROUGH 0) ?'>` 1'!� � I I: I I )e ,
<br />REQUIRED .. - . ` "' " �V EI, � , � --A -------- --j-� I t I . F I
<br />f- I - D.C. VALID FOR I L, � L� I SPAM &A W M I f,W UING IF-. . � , I
<br />I i , . I � il
<br />� i/4"' l 1.11A�, j SPACERS 6 6 1/4 I I -- -� 1 , � . ,?i - WOW � � -
<br />,,�'� � EXISTING; POURED CONCRETE I ALL DESIGN LOAM AND PANEL - , ; ,!, � � (SEE SCHEDULE ON ;,XS L I ��
<br />� , ,, I i ! -.---.-, ��,' , , - 21A4* WOW 'L , � , "
<br />CONIC ME AN --- --- I - 7,7.� 1 � 1 �il , � . ,wm ANCHORS
<br />�
<br />I--, PLATE REQUIRED ,1� � ' �i ��j WOOD ANCHO I 11 I I '-. r I r--,- ..'- I t � ( SCHEDULE ON
<br />� '-----E,D - - , I t2 1/2- ar. (SIDE TABLE #1 ON I � C-0- - ;- --- , - -, -�, � � 1! 11 , a 11) m 0-
<br />�., OR up'41.1,11, 13LOCK EXISTING POURED CONCRETE- LENG114S PER SHEET 1 �, i 1 , � I -1 i - - q 1 SHEET 11) (1) � lvc� I WOOD WHO" LL DECK REQUIRED RECURRED I
<br />, I ��
<br />IHOR� -- OR PEW BLOCK ' L 'I : -U4 *a=- !�� � � �
<br />� --- � , REQUIRED. , 2'x4' WCOD, ��' L" "" '� � � L ,
<br />(SEE 'SCHEDILLE ON 'D �,. 4j� I' MAX M40 &VANVM SPACERS 0
<br />, 11 7 � � � � � L
<br />SHEETS 9 THROUGH ) ,% i _ � 1 P5 ftDCAM <- � ��_��,4.�aj� -;A' WOOD I S-5�117`u j 11-1-71--Z-11.- I
<br />siqEETS 9 * IIIJ I -� % I ��j STAGGERED W/ Mo ;MR'rSCMWaKN M MASS f LATE RFAWIRED 0 ANG"m DOW. T-WIV OR 11 � i
<br />r, I , � I SCHEDULE ON Rom " ' L '11A " M 0 'L
<br />-1 I �:l , (m =3M. ,�U/4,,*�" I "J"J'4" ' � - P41a WAV " zev= =1 BF V, A � ,� 11 �
<br />", I I L li� F, - bc� SIMCM 4UWW , ,
<br />I, - � . I I SHEET I 1) COW?= WOM, � Mft d A RWRICTION Flak 17 1/2 o" -2. W - -1 - o� i- - --I-- .1`4�- 0 a)
<br />, I � � � i " i i $HIM 6), , -1
<br />CEILING ANQ ELQOR MOUNTING JUILD-JJUT t!UNDN WALL MOUNTING &IRECT MOUNT SEAMM IV OR � L ,- I I � M "Now m u[SIGN PRE95URE 1 1
<br />1-1 . , AIMING 6 .60, -a$ P-t- i 1 (3) MW 24 GAGE TAING. UINIFTH 6 UWU TO IM- 4 AN OP104041 I Cn
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<br />, 4� m
<br />'I 5ECTION 5 - I -- _ , _, - - .1-1. (2) MO 5 A MIRCITIGA KIM LARGER AMID. UDKRHS AUGWID ON .
<br />s ,/1.I. NXIK" 1. I wmw stim PAN" Lowil -5 i
<br />SCALE 3/8-1- SCALE 3/8-1* 1 1 72:, 1 WALL MQUN IREGI MOUNT � SOWAL SHUT I I� I C&ILRI! L4 D FLOOR M NO BUIL.0-OUT MOUNTING CIO
<br />. I WMW W AS WRATED ON I
<br />. A1TIE1NRQM1-2 Ny 11 AMBNAIFYIE MN
<br />I VIVE 2W 1 (4) I ur Lim wmm W L.
<br />le
<br />, I ",r =10= M ALMNAIM N
<br />WALL MOUNUNG GO smw pmu "WALLAIM is a p"m
<br />ML 1 VALID M MO ZONES 1. 2 AND I AS COMM MY AMI � SCALE 3/9-l'
<br />Alto a omm WOW MAE SC" 3/9-1* 1 w 2 WCALLArim ITS 01ILY �
<br />ALTERNAINE IN i I M
<br />SCALE 3/8-l' (4) imsmaAmow -.41" - - I I E-INS MMWM NO THE 2020 (7th OTAGN) OF THE FLORIDA, I 00010,111104% SCALE 3/8-1- L.
<br />"'101INNHAIA, 1 =2&3 ASIM C A I) Ilk
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<br />eINOMIN'?, ... OM coor ..'.1
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<br />A, , . - 1*�,�.,..\pN6% �4 �
<br />V4, .* .. .... -51:,. NICm, . � sm *' % =:$
<br />- -L S- FLORIDA BUILDING CODE (Non Htjh Velocity MIA cant; Zone) 4x 167 :E
<br />jo �� �-'\�CENSe%.�l � Z . I
<br />z I - . - FLORI BUILDING C I ODE (Non High Volocit cons Zone) 9 � = - = FLORI BUILDING CODE (Non Ifth Velocity Hur act** Zone).
<br />z I* a.44167 '- 1 iImm wao. IN, V.P, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S�D� 4� . I -- - -y Hum IT NSTALIAT10N ARE ONLY VALID FOR MAX' A-5-D .
<br />24 GAGE GALVANIZED STEEL STORM PANEL - ' No. 44167 t I Wmo cuim RZ TOP & BOTTOM, MOILINTINGS CAN BE �- I * R A= ill=, W- f.p. <
<br />E * -- * - OAIM Ift. . * I I = 24 SM GALVANIZED STEEL STORM PANEL I D " - DESIGN PRESSURE RATING (p..J) AND PANEL LENGTHS t &- 74 GAGE GALVANIZED STEEL STORM PANEE
<br />. . z - III, = PAWN IN AS PER SCHEDULES ON SWEET 3 -�� r - -.: -
<br />- .*E DESIGN PRESSURE RATING (p,sf) AND PANEL LENGTHS s III, lk-o . 4 :z
<br />* I - : COMBINED IN ANY WAY TO SUIT ANY
<br />NQ-TF FOR MMOINATIO J-Qf-5fjujm; s w . = 1z:- I?/"/=" 70P & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = 1. - � m/n/m INSTALLATIOPL s -,�- .�jo -
<br />E.D. -C EDGE DISTANCE 1_�-:�% al.mvEc Z 11LIECOmic GLOBAL PROTECTION PRODUCTS, LLC. MV - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) * GLOW PROTECTION PRODUCTS. U.C. Dim I FOR NEW WOOD FRAME CONSTRUCTION: WOOD -1 , ..-- I I \ mouL PROTECTION PwDucTs. u.c. I
<br />E SCHEDUL TOP & BE nIOM MOUNTINGS CA14 BE . 4 �77.- - I �s-% ILIECO n. MEMBERS TO BE SOUTHERM PINE No 2. ill/ SPECIFIC -- ILIEC 0 imic- IF tAlLI
<br />-
<br />TFUA ,�A. QQ) S... Ill sT1w INSTALLATION. C1. I �� MXAMS.w� 51 snw .. - DENSITY OF 0.55 OR EOLIAL - - - WFJ ILLUT -No . 11��:XAKY 4411110 sw. 5, Srw z
<br />SHEETS 9 & 10) COMBINED N ANY WAY TO SUIT ANY I t ��-� , TwTm PIIOITRIII)�. - * --- �01,v %I� 'ANNI, 33314 Will,
<br />� � .. ....... I -F- rL 3014 . Mv , _ a
<br />-imi, - -.. MAI , .1. . . ,L 3M,.
<br />, A', PIAA*`� 20-175 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,;�, A.. pFwra�cm.Usw 111#111I.-I.- / / . 20-175
<br />- A, (W)MIT-7U& VAX- �.. - -W, - FAX DeNTIMIF-SW 20-175 1 A . (�]�2*46, FAt 41064)MI-8717
<br />0 - - a"AING ft- MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC ... z;;t- -01 uAliew ft _M=IR I
<br />-
<br />INSTALLATION. RW/�;2�- - i��- W,-� - .11.110 - I � .w. r - - I Ann VANNIXT fm� <
<br />--i�sy. , I_- -----.I N,m;1-tpA%*x,FS0wNm1 I 7 - ATE 11 IZ . , DENSITY OF I[L55 OR EOM. rolimewwm.,-�CATT " -i went a *I 101 PC S[A,f=MATV%M/WE *MA, 1410 �� P'L wav I it 14 -j
<br />I , MOIL 1 1 �9* � � = ce"A"a ,--- 2gR1.1I11-1-. � � � � I -- mtj,441 ,
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<br />SHEET NO.
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