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1650 Beach Ave MAXIMUM DESIGN PRESSURE RATING "W" (p.sl) AND CORRESPONDING MAXIMUM E. D. EDGE DISTANCE SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM ANCHORS SPACING FOR E. D. 3 112' MAXIMUM ANCHORS SPACING FOR E. D. J 112' APPLIWLE TO APPLICABLE TO MAXIMUM M4XIMUM ZAMAC A441UNI SECTIONSI & MAXIMUM PANEL TAPCOMS ZAM4C N41UNI CALK-W PANELIA47ES CF TAP-GRIP SECTIONS / & MAXIMUM PANEL DESIGN LOAD TAPCOAIS RED HD. DYN49OLT CALK-IN PANELA44 TES CF rAP-GRIP ANY COMBINA7701Y LENGTH V (ft.) DESIGN L04D RED HD. DYMBOLT ANY COMBINA7701Y LEN07H V (ft.) W (P.S.f.) w (p.s.f.) 70 70 TO TO 710 TO TO 7V TO TO OF THEM Ta TO 70 TO TO TO TO TO TO 70 OF 774EM CONCRM MASONRY CONCRETE 94SONRY CONCREV MASONRY CONCREff MASONRY CONCREM 94SONRY CONCREFF MASONRY CONCREX MASONRY CONCRM MASONRY CONCRErE MASONRY CONaRM MASONRY I (Top) if. 9. 12' 12' 12' 12* 7- 12' 6A 1 (Top) 12 6m 1, e(BOTTOM; 5. 5N 1, e(SOTTOM) 12' 12- 12' 12' 5- 12' 12 12' 7' 12* it" loll 120 12' 9 112' 9' 12' 120 12" 12' 120 2, 9+(TOP) 12* - 9. .9. 94-pop) 12 12' 2, 6. 12* 12' 12* 12' 12' 12" 72' 7- 2 (BOTTOM) 12* 5- 110 10' 12' 12' 9 112' 'g. 5' 2 (BOTTOM) 6. 12' 12" 12* 12- 1 5- 12' 12" 12' 7- 2,4 (BOTTOM) 12' 5- it" 10" 1 12' 12' 9 112' 9' 5- 214 (BOTTOM) 12* 12* - 12- 12- - 12- - J & 4 (TOP) 12' - it" - 12' 12' - 9. - 5 & 4 (TOP) 6. 5. 5. >+J5.O, -40.0 12' 12" 12' 12* 12' 12' 12' 7- 3 (BOTTOM) >+55.0, -60.0 12' it' 10, 12' 9 112' 9' 3 (BOTTOM) 9. 60 50 (BOrT0M) 8�-O' OR LESS TO 12' 10, 12' 1 50 4 (BOTTOM) 8�-O* OR LESS To 12' 12* 12' 12' 12' 1 12" 12' 7' 4 5' it" 2- 9 112- 9. 5 (TOP) +55.0, -60.0 12' - 12* 12* 12, - 12" +75.o, -8ao 12- it, 12' 6 (Top) 5. 6. 12' 9 112' 91 5a 5 (BOTTOM) 12 12* 12' 12' 120 f2' 12w 70 5 (BOTTOM) if" to' 12* 12' N++ ++ 8. to, 12 - to' 12a 6 (Top) 10 10 1/2 - 6 (w) ++ 8. - + - 6 (fwrom) 6 6" 9. - 6 (BOTTOM) 10 12' ++ SA (BOTID 7" - 9.++ - 5A (BOTTOM) 5. - 6. - 5. 7 112 - - 7- 10 112- 7 (TOP) 7 (TOP) EN ++ ++ 8. - 9. - 8. - 7 (BOTTOM) 6. - 7- - 6. 7 (BOTTOM) it" - 60 12' 12' 12" 8 (TOPIBOTr) 12" 8 (TOPIBOTT) 12" 59 5a J. 3 112" 1 (TOP) 6- - 5. 6. - 9 112- 4. 1 (TOP) 4m NJL- 40 9. a. 3. j. a. J. I, epouom) if, 110 12' 7 112- 4- 1. e(BOTTOR) to* 7- to' 12' 7- 6 112 - 12. 12' - 6 112- - 2. 9+(TOP) SAO ill 12' 7 112 2, 9+(TOP) too 7 12' 4. 9. 8. a. 112' 3 112" 2 (BOTTOM) ill it' 12' 7 112' 4* 2 (BOTTOM) 10, 7- to' 12- 7- 6 1. 4. 9. 8. jA 8. 10. 4. 6 112- J 112- 2A (BOTTOM) 12' 7 112' 4' 2A (BOTTOM) 8" 1 7' 10" 1 3' 12' 7- - 8. 3 & 4 (TOP) It* - .9. 11' 12' 7 112- 4 (TOP) - 10" 12* - 6 112 3 & 10' .9. 8. J. 8. J. 8. J. > 8�-O' To >+35.0. -40.0 11, 4' it' 12' 7 112' 4' J (807TO)W) > 8'-0' TO +55.0, -60.0 10, 7- to, 12' 7- 6 112 3 112 3 (BOTTOM) J. 8. J. 9. a. J. a. 6 112 3 112 4 (BOTTOM) 9�-7' TO it* 4- ill 12* 7 112' 4' 4 (BOTTOM) 12�-O" TO 10, 7- 10" 12' 7*1 +55.0. -60.0 11' - 9. Ila +75.0, -80.0 - 12' 7 112- - 5 (TOP) to* 10' 12' 6 112- - 5 (TOP) 9. J. B. 9. J. s. a. 14= 1 if' 4- 9- J" 12o 7 112 4* 5 (BOTTOM) 7m 12' 6 112' 6 112" J 112" 5 (BOTTOM) ++ 6w ea - - 7 112 - - - 6 (TOP) 6- - 6- 18 112 - - 6 (TOP) 7' ++ 5. 5 6- - .5. 7- - - 6 (SOT710M) - - - 6 112 6 (BOTTOM) - (BOTTOM) 5A 0 - 5.++ - 4- 6 112- - - 4- - - 4- - 5 112" 7 4 7 (TOP) 5. - 6.++ 5. - 5.++ - - 6. 7 (80 5 112' - - 7 (BOTTOM) 4- 4- 7TOM) 6. 6. 5. (TOPIBOTO 12' a (TOP/1907) 12' 8 + ONLY TAPCON ANCHORS ALLOWED FOR MOUNTING SEC77ON 9. F.B.C.I(N.H.V.H.Z) FACTOR + ANCHORS SPACING ONLY VAUD FOR RED HEAD DYN48OLT ANCHORS. ACTUAL E. D. rApcoNlz4mc AwuN/ AS SHOWN 0.050 BERTHA ALUMINUM STORM PANEL SEE SHEET 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING RED HD. DYMBOLTI CALK-IN CF SCALE PANELM47ES FOR INSTALLAT70NS INTO WOOD 177MME BUILDINGS. J14102 J. .86 .75 1.00 DA TE MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 112- EDGE DISTANCE. EASTERN METAL SUPPLY, INC 11LIEC01 N C. 4268 WEST ROADS DR&F FOR E. D. LESS 77-IAN J 112-, REDUCE ANCHOR SPACING BY MULTIPLYING 2 112- .71 .50 .80 , , , 11_� TILUT TrsTiNG & ENGINEERING COMPANY RMOM BEACH, FL 3J407 02-053 SPACINGS SHOWN ON SCHEDULE BY THE" FOLLOWING FACTORS. MS N.W. JWL St ShL 217 WRGM G4RMS, R. 33100 pwom. wjeif-liV. fox. (=)d71-1Wf DRA WING NO TE IS 2 112 2' .50 (blin. E. D. FOR CALK-IN ANCHORS & ELCO PANEL94 ES-0006719 Kv.No grmca"m I DAYE AV.16 ArSCOMM I DAIE WALTER A. TILLIT Jr. P. E. SHEET 7 OF 9 FLORIDA Uc. / 44167 j MAXIMUM DESIGN PRESSURE RATING "W" (P.S.f.) AND CORRESPONDING MAXIMUM A E. D. EDGE DISTANCE SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM ANCHORS SPACING FOR E. D. = 3 112' WIMUM ANCHORS SPACING FOR E. D. 3 112' APPUWLE TO APPLICABLE TO MAXIMUM ZA&AC AWL/W MAXIMUM DESIGN La4D UPCONS RED HD. DYN4BOLT CALK-IN PANELMATES CF TAP-GRIP SECTIONS1 & MAXIMUM PANEL DESIGN LOAD TAPCONS 2AM4C AWUNI C"-IN PANELAMTES CF TAP-GRIP SEC77ONS I & MAXIMUM PANEL RED HD. DYNABOLT -ANY COMBINA77ON LENGTH V (ft.) ANY COMBINA77ON LENGTH ILI (ft.) W (P.S.f.) W (P.S.f.) TO TO TV TV TO To I TO TO TO OF THEM TO TO TO TO TO to TO m TO TO OF rHEM COt"OF 1"NRY GONCAM AASONRY CONCRETE AMSONRY CONCRETE' U4SONRY CONCRETE AMSONRY CONCRETE MASONRY CONCREM U4SONRY CONCRETE U4SONRY CONCRETE A ONRY CONC i4ASONRY olAS RE7E 12 - 12" 12' 12' - 12" 1 (FOP) 12' 12' 12* 12' - 10' 1 (TOP) 12' 12" 12' 10" 12' 12' 12' 12" 10 1`12 1, -V'(BOTTOAl) 12' 12" 12' 12" 12' 12" 11 112- 6 112- 1, OL(BOTrOM) 12* - 12* - 12- 12' 12" - 12' - 2, 9+(TOP) 12' 6. it" - 12' 12" 12' - 11 112- - z 94yrop) 12* 10, 12" 12' 12" a. 12' 12" 12" 10 112- 2 (BOTTOM) 12' 5. 12' 6" 12' 12" 12' 12' 11 112- 6 112- 1 2 (BOTTOM) 6. 12' to" 12* 12' 12' 12' 12* 12- 10 112' 2,4 (BOTTOM) 12* 124 12' 12" 12' 12' 11 112' 6 112" 2A (90TIUM) 12' 12' 12' 12' 12* 3 & 4 (Top) 12' 12o 12' 12' 112' j & 4 (Top) +35.0, -40.0 12" 10' 12* 12' 12' a. 12" 12" 12- 10 112' 3 (BOTTOM) 6. 1 12' 12" 12 12* 5' 12' 12' 11 112' 6 112' J (BOTTOM) > 10'-0" TO OR 12* to' 12" 12' 12" a. 12* 12" 72* 10 112' 4 (BOTTOM) W-0* OR LESS +35.0, -40.0 12* 6. 12' 12' 12' 5. 12, 12' 11 112" 6 112' 4 (BOTTOM) 12'-11" LESS 12* 12* - 12' 12' 12" 11 112' - 5 (TOP) OR 12" 12" 12" 12' 5 (TOP) 12* to, 12* 12' 12' 12' f2' 12" 10 112" 5 (BOTTOM) LESS 12' 12" 12* 12' 5* 12' 12' 11 112' 6 112' 5 (BOTTOM) ++ I ++ 12' - - - - - - - - 12" 12 12' 6 (TOP) to, 12" to, 12' 6 (TOP) ++ ++ 12' - 12" 12" 12" 6 (BOTTOM) 9' it' 6 (BOTTOM) ++ 5A ++ I 5A (BOTTOM) it' 12' 111 12' 7' .9 712 7 (TOP) 7 (Top) ++ it* 12" 12" 12" 7 (8070M) 7' 9.++ 7' to' 7 1,19OTTOM) 12' 6' 12' 8 (rOPIBOTT) 12- 12- 12- 12' a (TOP1867) 12' 12' - 12' - 12' 12* - 1 (TOP) + ONLY TAPCON ANCHORS ALLOWED FOR MOUNTING SECTION 9. 12' 12" 12' 12* 6' 12' f2" 12" 8 112' 1. e(BOTr0M) + ANCHORS SPACING ONLY VAUD FOR RED HEAD 12' 12" 12' 12' 12' 12" - 12' - 2, 0'(Top) DYNAGOLT ANCHORS. 12' 12" 12' 12" 6 12' 12' 12' 8 112' 2 (BOT7`OA0 SEE SHEET 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FR4ME BUILDINGS. 12" 12* 12* 12' 12* 12" 12- 8 112- 24 (BOTTOM) MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 112- EDGE DISTANCE. 12' 12' 12' - 12* 4 (TOP) FOR E. D. LESS THAN 3 112-, REDUCE ANCHOR SPACING BY 12" - - 3 & +35.0, -40-0 12' 12' 12' 12' 6' 12* 12- 8 112- 3 (BOTTOM) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING 12' FACTORS. (Min. E. D. FOR CALK-IN ANCHORS & ELCO -o" To OR 12' 12' 12' 12' 6 12" 12" 12' 8 112- 4 (BOTTOM) PANELMAIIE IS 2 112-). LESS 12' 12' - 12' - 12' - 12" - 5 (TOP) FACTOR 12* 12' 12' 12' 12* 12- 8 112- 1 5 (BOTTOM) 6' 12' ACTUAL E. D. TAPCON12AMAC AWUN/ 12' ++ - - 12" 12' - RED HD. DYMBOLTI CAI K-IN CF 12' 6 (TOP) I FANEU070 ++ to' 12" - to, 12' 6 (BOTTOM) J. .86 .75 1.00 9. ++ 9. 5A (BOTTOAW) 10" - 7 (TOP) 2 112' .71 .50 80 12- ++ 9. 11' 9. - 12' - - 7 (BOTTOM) '2' .50 12" 6' 12* 12' - 8 (TOPIB07T) - F.8.C.I(N.H.V.H.Z.) As sHowN 0.050" BERTHA ALUMINUM STORM PANEL SCALE 314102 This is Not Amaster Drawing. DA rE EASTERN METAL SUPPLY, INC 11LIECOINC. -7 -- 4268 WEST R04DS DRAS TILLIT TESTING & ENGINEERING COMPANY RIWERA BEACH, FL 33407 02-05J Valid Only For One Tim, e ta 'm Jfflk St Sta 21Z xv.No Anar" I imar ffv. Amir DPZ4W7NG No EB-0006719 WALTER A 77LLJT Jr. P. E. SHErEr 6 OF 9 FLORIDA Lic. / 441117 POURED CONCRETE POURED CONCRETE OR VARIES 5-1 OR CONCRETE BLOCK WALL CONCRETr BLOCK WALL REQUIRED MON. REQUIRED POURED CONCRETE OR 2*x J"x .09J'J105 H-14 OR CONCRETE BLOCK 6063-76 ALLOY Cont Alum. MOLE A POURED WALL REQUIRED WITH ANCHORS 0 12' 0. C. CONCRE7 OR CONCRE7 BLOCK CONCRETE 2 500'Min. WALL RE IUIRED ANCHORS 2,500', 1 0 12' 0. -Min. 111 1 C. A I' Min. A6 Fl I/*- CvAP CONCREI E- ANCHORS 0 12- 0. C. 1.0001 REQUIRED ALWA REQUIRED ALWAYS =L-T OR OR c*4 Rd ALTERNATE LEG LOCA77ON .4 c __j ALWA .2'jr 4'x .125' TO 2" x 5'x .055' LLy .3105-1114 OR 6063-T6 ALLOY Coni Alum. ANGLE OR OR OR 2-,, 2- ,, .0.55' Cont. Alum. ANGLE OR OR 01 OR .'080' 3105-11154 SHEET METAL Alum. BENT PLATE 114* 0 BOLT 4*x 4*x .072' 0 24" 0. C. 3105-H14 OR 5063-T6 ALLOY WIJACKNUT ConL Alum. ANGLE CASE A (Plan CASE 8 (Plan CASE C (Plan) Sr,4LE. 114 1 CASE D (Plan) SCALE.- 114 1 SCALE. 114 1 END CLOSURES DETAILS SCALE. 114 1 0.4 VIP kAXIMUM DESIGN PRESSURE RA TING (p.S.f.) POURED CONCRET 1 CONT. Min. AND CORRESPONDING MAXIMUM PANEL LENGTH OR CONCRETE (OPEN POSITION +) BLOCK WALL POURED CONCRETE S(.HEDULE FOR A GIVEN PANEL SYSTEM REQUIRED OR CONCRETE BL8C�_\ (REOD) TAPCON ANCHORS WALL REQUIRED (SEE SCHEDULE C E 0 K N C CN R�M CRETE W ALL C ONT OPE� 'URED NCHORS LE AED U Max PANEL LENGTH FOR SPACING) + 82M: SN4P CAP To AIAXIMUM DESIGN L (ft.) REMAIN CLOSED AT NNN PYESSURE P.477NG HURRICANE CONDITIONS, W (P.S.f.) MOUNTING W19, MOUNTING W1 WALL MOU w/ CONT. COM V HEADER (tj) 'h- H64DER PONENT A +30.0, _J0.0 12'-11" 12'-11" 12�-11" v I" MINIMUM SEPARATION +J0.0, -J5.0 12'-11" 12�-11" 12'-11 1" MINIMUM TO GLASS CON'T. SEPAR477ON TO GLASS +J5.0, -40.0 12'�-O" 12'-0" 12'-0' 718 3132 --WING NUT 0 EA. STUD +40.0, -45.0 WING S7 POURED CASE E (Plan) CONT. CONCRETE OR F45.0, -50.0 7 10'-4" 10'-7' CONCRETE BLOCK WALL SCALE. 114 1 W REQUIRED -1-50.0, -55.0 101-10" 9'-4# 10'-0" CONT. if) TAPCON Cr-r-rillAl M%C71 (OPEN POSITION +) SEC TION 0 S TUD (SEE S ALL INSTALLA77ONS PERFORMED W17H +55.0, -60.0 9'-7- 8�-60 9'-7- FOR SPACING) TYP. TOPIBOTTOA4 THIS CLOSURE DETAIL SHALL REDUCE PANEL LENGTH BY 20X AT EVERY 9. -1-60.0, -65.0 9�-2" 7'- 9'-2- i APPLICATION FROM VALUES SHOWN ON POURED CONCRETE 1 CONT SCHEDULE ON THIS SHEET OR CONCRETE BLOC (OPEN POSITION +) This is Not A Master Draw ng, WALL REQUIRED +65.0, -70.0 81-90 7'-2 WALL MOUNTING INSLAL—LATION +70.0, -75.0 8'-6- 6'-8' 8'-6- SEC TION 9-- Vid Only For One Time Pait, F.B.C.I(N.H.V.H.Z.) 1-75.0, -80.0 6'-J' 8'-2- sc,4LE: 114" 1 0.050" BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE 314102 DATE EASTERN METAL SUPPLY, INC TLIEC01 N 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY RMI BrACH, FL 33407 02-053 6505 NA 30L St. Ste, 217, WOW R. 33106 Phone:(JW)ff7f—lAV.rox ,(=71-1531 DRAWING No MY.Aim ---0 myr my. 01110100MON 0471 ES-0006719 I CT WA 6A. Lli7 ff dr. A Z GUNK AIR= i L SHEET 5 OF' 9 FLT 44167 &p/MI 0 17/*W 1 4 NaINVIcl alIVID Cloom Is NNa-L-LV-=4 CINOG VNINN" ,10i X ,01 G -1G 'ONOO ,,,E NO iAG NIViNOW V >oac-Tooc� ,viNNn-Lvs Cla-1-11=iNn 10 1 IHVII 100=1 Hic4aC3 �,WHONaG iElM EICIlMuel c=1 isoal cloom 9 x 9 oi ClEINViNow H9INI=l C3NOWVIC .,-?i x .zi 'NN%aN -iooc4 woN=i -looc=4 .13[ X .rc if] G's -1-ivm woN:� ino InociG viNainivs Awl -10OC4 CINVIMOI CIAC40-19 '0*0 1"? G-La>:DIC4 —A. 'El-LIHM GalNlVc4 'C300M NacNog vjNNnivs ci-los ,,e x ,.t7 -100ci OiNI iENOlc:l ,,Zi7 w-irci zi W-I'VC4 "ZI W-ivlc:4 zi c4inva W-TVC4 zi iHIDGH 9 '-l-lvm nwo ,s W-lVC4 Al Ca L -loo vr C4 z IDNIIOO=i 'ONOO EIC31M "lei =111VID cloom -1,vm nwo .9 iHvi aH .9 -1 -0 WNG NUT ONLY 718 TAPCONS. RED NE40 DYN49af.T. TAPCONS. RED HEAD DML8073, 0"-/N OR APPLICABLE AT TAPC C4LK-IN OR ELCO UW FE)MLE ELCO AtW FEMLE PANELU47E ANCHORS -ONS. Z494C MUN, RED Cont. E. D. (SEr SCHEDULE FOR SPACING) E, D— MALE PANELMATE(TYP.) DYNABOLT CF TAP-M CALK-IN 0 FAMELAIATE ANCHORS N ELCO 94LEI FEVA4LE PANELMAdA E 114- 0-20 S. S. MACHINE (SEF SCHEDULE MR SFACING) E. D. ANCHORS T� NUT & WASHER N (Sff SCHEDULE FOR SFACJNG) V� m 0 IT?�/O. C. N CALK-IN OR ELCO MALEAFFMALE N Min. POURED CONCRETE' POURED CONCRETE PANELWTE ANCHORS T-1 N REQUIRED REQUIRED (SEE SCHEDULE FOR SPACING) N POURED CONCRETE POURED cs CONCREM REQUIRED cs ALTERNATET ORCONCRETE w .61 N, O� 61 LEG LOCATIO BLOCK WALL REQUIRED 5 Cont. Cant. 114- 0 BOLTS 20 x �14' 7�8� x W 1 1 I A41NIMUM 12 ZG To I'MINIMUM J/ 0. C. I'MINIMUM :t 12 SEPARA T70N TO SEPARATION 70— SEPARA TION TO GLASS W GLASS GLASS I' MINIMUM SEPARA 77ON TO GLASS All -cd 20 x �14' 114 ROL�10- 7 8' x W/ / 12' WING NUT a 0 A 12 C. -20 L TERAA TE 114' LEG LOC47ION @,Conl. 3 4' X, Jlj2" WNG BOLWW1 7�814, 718 WING NUT 0 NUT 0 12* 0. C. D POURED m 1 11 1 (ii� Cont. C. tt�� I - I CONCRETE' ci �:i OR CONCRETE 1 2, 11 8 BLOCK WALL '4 Cant. POURED REQUIRED Z'.( 16= CONCRETE -7 OR CONCRETE CALK-IN OR ELCO MALEIFEMALE-- .-t BLOCK WALL 1 '000' -44-1-4 TAPCONS RED HEAD CAMOLMA CALK-W OR-1 11 1 PANELMATE ANCHORS REQUIRED I*Tin �� ELCO k4LE1 FEA94LE FANELUVE ANCHORS 7APCONS; RED HEAD DYNA&OLTS. CALK-IN OR /I ,,-1 I (SEE SCHEDULE FOR SPACING) 0-20 S. S. MACHINE (SEE SCHEDULE FOR SPACING) ELCO MALEI FE)kALE FANELhATE ANCHORS HEAD TAPCONS, 2A)A4C - -#V POL; NUT WASHER (SEE SCHEDULE FOR SPACING) L.J DYtOMLM CF TAP CALK 0 12 f10. C. E. D. —E, D. OR ELCO RAW 7F POURED CONCRETE POURED CONCRETE-1 AMHORS Cont. REQUIRED (SEE SCHEDULE FOR SPACING) REQUIRED BUILD OUT INSTALLA TION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) SECTION 5 SCALE : J18" = 1* INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 SECTION 8 SCALE : J18' = I" SCALE J/8* I' SCALE 318' 1' SCREWS USED AT ANCHORS A44Y BE 114"0-20 SIDE WALK SOLT W1 Q OR 1140-20 TRUSS H&4D BOLT I' MINIMUM W/@& SEPARA77ON 70 GLASS SIDE WALK BOLTS ARE 314-OxJI32-7HICK HEAD MACHINE SCREW W1 LENGTH AS PER NOTES A.2 & B.2 (SHEET 1). 114* 0-20 x E D. EDGE DISTANCE EE HEDULE ON TRUSS HEAD BOLTS ARE 112'ox?18' THICK HEAD BOLTS W 7 8' 5 EE SC & -NGTH AS PER NOTES A.2 & VKNG INU T X0 SH T 6 7 OF 9) MACHINE SCREW W1 LE 3 Vol C. B.2 (SHEET 1) t/Z ////X 1 0 1.000 NOTE FOR COMBIN4770N OF SEC77ONS i W- � This is Not A Master Drawing, LJ X WALLIFLOORICEILING MOUNTING SECTIONS CAN BE L.J TAPCONS, RED HEM DYNALBOLT-% CALK-IN OR E. D. COMBINED IN ANY WAY TO SUIT MY INSTALLATION. ELCO U41EI FE94LE FANELMATE ANCHORS Vild Only For One Tima Perm' 111V itl (SEE'SCHEDULE rOR SPACING) POURED CONCRETE F.B.C.I(N.H.V.H.Z.) REQUIRED FLOOR MOUNTING INSTALLATION 0.050" BERTHA ALUMINUM STORM PANEL AS 'W' SCALE SEC TION 5A sceE : ile- 314102 EASTERN mErAL SUPPLY, INC DA TE TLIECO Nc. 4268 WEST ROADS DRAIF TILLir resniva & mammma compAivy RMERA BEACH, FL JJ407 02-053 r3: 4 RNS�1R. M166 71-530 Fax: )V7, 531 DRA WING No EB-OOM719 mv.ft I MMMM DAM MY.No MCW,XW WA TER A- 17e Jr. P. E. SHETT 4 OF 91 UCT 15-2003 ALOR04 U I 44167 1/2- REBAR N83-24'37"E 193.76 (M) ASSOC. SURVEY LB 54W 904ME WOOD VAME N83*24'37*E 162-70' (M) RE19AR TO IP ;v N 2194314-155 BULDNO axom E 3748M043 0 (041110ACHMOM 31.05 I? UT-U T-I: C. iL 4 I . - I N I lb 59.3' A I I LSTEPS WOOD S 2 STORY WOOD SHINGLE UZI RESIDENa Ne. 1633 IXTAL FINISHED FLOOR ELEV. (23.705) in S 4 '01 BRICK LANDING 'A 22.0' & STEPS 20.0' g 0 S Y BLOCK 1 4� SHED FLOOR 4 g ELEV. 12.12 4W ELEV. 20-014 9.5' 4'T.IJM%� \20.0' 7- now 29.2r C. 51 WALK 1/2. IP z Q% /VEDGE OF 0.7' WIDE BLOCK CE ON EDGE OF WALL REF. COR. 1/2" REBAR BRICK WALL ON LINE oo,'� S832437W 175. (M) RMAR.TO IP LB 5488 ASSOC. SURWY DETAL N. 2125818.63 LB 5488 S83*2437"W 204.27' (M) N 2184274.987 E. 626500.39 E 3745M.583 0+001 LOT 6 E) 1+00 2+00 N 2184476.148 E 374602.208 PROPERTY COASTAL I SKETCH OF CONSTRUCTION I TRAVERSE AND CONTR( CONTROL LINE 1 1/2. DEGROVE 4803 A- 9 N 2la4MI.4M 8 E 374694-057 TRAVERSE NAIL l'\v SU'51'23-W N S78�27'0 N 21 #42 113-02' E a4325.997 56.34' T E 374616-071 1 TRMIERSE NAIL SLJBJECT PROPERTY N 218405&685 N 2183625.200 E 374547,131 4CHMARK E 374629.51B (CALCULATED) FND. NAIL & DISK N.G.V I S83'51'21'W 58.90' BLS 3672 N 21&3631.496 E 374WS.078 CAM A-19 CUT RM#2 G CUT NORTH All N 2183928.500 E 37453Z197 TAPCONS, ZA940 VNUN, RED HEAD TAPCONS 2XMAC AWUN. RED HEAD a TAPCONS, 2AWC AWUN, RED HEAD DYN48&r CF T4V1-GR/F, CALK-IN OR Cont DYWBMr CF 1AP-GRZP, CALK-IN OR DMABOLT CF TAP-GRIP, CALK-IN OR-\ ELCO UALEI FEWLE PANELUATE TAPCONS, ZAAAC WUN, RED HEAD ELCO A94L.El FEMALE PANELIATE ELCO NALE/FE404LE PANELAdAZE ANCHORS DYNABOLT, CF TAP-GRIP, CALK-IN OR ANCHORS 2 ANCHORS (SEE SCHEDULE FOR SRACING) ELCO A64LEI F&WALE PANELU47E (SEE SCHEDULE FOR SPACING) Cont. 4 (SEE SCHEDULE FOR 7 POURED ANCHORS (SEE SCHEDULE FOR SPACING) Cont. SPACING) POURED POURED CONCRETE CONCRETE ..........T CONCRETE .......... POURED P R q, �4\ C, Nu. \\V REQUIRED CONCRETE REQUIRED REQUIRED REQUIRED 41 uj L4 C,, Cant. XL I' MINIMUM I"MINIMUM 1 MINIMUM SEPARATION TO L SEPARA77ON TO SEPARA77ON 70 GLASS I MINIMUM GLASS L GLASS SEPARATION TO GLASS 1L -Ah 114*110-20 x �14' Ed 110L TS W W1 718 No N;x T 3112N. c 114' 0-20 x IV4' x OJ�32 WING NUT BOLTS Wz i 8,fv C. gUT rl'2 12- 0 Ed 0. 121 C. cont. 7/7 POURED ci POURED c� 'CONCRETE W kn W OR CONCRETF* CONCRETE W OR CONCRETE POURED POURED BLOCK WALL BLOCK WALL CONCRETE CONCRETE REQUIRED I OR CONCRETE OR CONCRETE REQUIRED Cont. BLOCK WALL BLOCK WALL 6 ConL REQUIRED REQUIRED 0-20 Id. S. TAPGONS, 2AMAC AAIUN, RED H,�Tl W1 NUT 0 12' 0. C. TAPCONS. 2AA4AC ARUN, REMD HEAD / t DYNABOLT, CF TAI-GRIP rALK-IN OR DYNAWLT CF TAP-GRYP, CALK-OW DYMDOLT, CF TAP-GRIP. CALK-IN OR ELCO UALEI FEMILE FKAELAMTE FEMLE PANSLAMME E FENALE PANELAMM TAPCONS, ZAA64C AWUN, RED HEAD =Jr/ ANCHORS Cont. OR TAPCONS, 2AMAC AWUN, RED HEAD) DMABOLT, CF*TAP-GRIP, CALK-IN OR 1 Cont. 'Co (SEE SCHEDULE fOR SPACING) (�SEE SCHEME FOR SPACJAG) ANCHC9SW (SEE SCHEDULE FOR SPACING) =&S�l FE4ALE AANaW7E (SEE SC14EDULE FOR SPACING) SECTION 0 ANCHOR WALL MOUNTING INSTALLA TION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE 3/8' - 1' SECTION 3 sc4L-, : j/,Y- - 1- SECTION 4 SCALE J18" - I" I' MINIMUM —SEPAR477ON To— —,0 E. a EDGE DISTANCE 718' 112" WING Nur j OL45S 0. C. (SEE SCHEDULE ON SHEETS 6 7 OF 0) FINISHED WALL 777777 (W/S7UCCO) L4 N07E FOR COMBINATION OF SEC77ONS 0-20 x �14 VL W1 718 x Z =cs POURED WNG NUT 0 WALLIFLOORICEILING MOUNTING SECTIONS CAN BE X I I W I 12F0. C. CONCRETE POURED i OR CONCRETE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL This is Not A Master Drawing, REQUIRED X Cont. TApcDN% ZA"4C AWLIN, RED HE.A07 DYW60LT CF TAP-GMMP, - OR Vid Only For One Tiffie Rod, EANCCOHXV f�41VRUMLEE* TE Cont. SECTION 0 STUD (SEE SCHEDULE FOR SPACING) F.S.C.I(N.H.V.H.Z.) 0.050" BERTHA ALUMINUM STORM PANEL As SHOWN SCALE WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 314102 EASTERN METAL SUPPLY, INC DA TE I L E 0 ....1 4268 WEST RcADS DRAOE SECTION 1 SCALE : J/9 I SEC TION 2A SCALE .318- 1- L NOTE DETAIL OF SEC77ON 0 STUD VALID ALSO FOR Tt�#T TESTING & ENGINEERING COMPANP RIVIERA BEAC9, FL JJ407 'AM MW.Jft. St, Sft. 217, WNW& R. Ulm 02-053 &LL A40UN77NO INSTALLA77ON - SEC77ON 2 (TOP) Phom.,(m5)87l-l=. Fox; =7111%-IMI WING No M-0006719 REV.No mcwm7w VAN NV.Mo 0000"m I &Am OCT 1 5 2003 WALT R A Jr. P. E. 'F L 77F---i sNErr 3 or 9 ORIDA UFJ 44167 4 42'-2 I& _0 01, a)-oil loll 10 ;00 10 POOL EQUIF_ -T-T 3011 4 RI 4" RAISED SERS EA. CUR5 A '000� 40 40 40 J. 01 L -35, POOL r POOL POOL DECK L IG�4T la"R ro 0 -roll -roll 21 PLANTE A/G, COMP 0- A/C COMP TOP TRACK (SEE COMPONENTS, SHEET 1 OF 9) CONCRETE ANCHORS (SEE SCHEDULE) _T M 0 0 r-r-7-�---r-r-T-T-------r-----r-r-7 A v LJQ Typ. Q Z U.J JV- FWD CONCRETE ANCHORS (SEE SCHEDULE) joy Max. 1 Min. I Min. BOT710M TPACK (SEE COMPONEN75; SHEET 1 OF 9) STORM PANEL TYPICAL ELEVA TION SCALE 118" 1" This is Not A Master Drawing. 1,14" Max. GAP 114 Max. GA P Typ. Valid On�For One Time Wit, PNy F.B.C.I(N.H.V.H.Z.) As SHOWN 0.050" BERTHA ALUMINUM STORM PANEL SCALE -71,0102 DA TE SECTION A -A EA STERN METAL SUPPLY, INC / 70ECO .N C. 4268 WEST RcADS DRIVE SCALE 1/8' 1' TILLIT TESTING & ENGINEERINd COMPANY RM&RA BEACH, FL JJ407 02-053 fi=AM J5ft M, Ste, 211, MUM R. =led Phom -(305)871-1&V. ram: (9�)171-1531 ORA WYNG No EB-0006719 WA L TER 71 mp w 1711W 1 1 1 A. UF Jr. A E. FLORMA jf 44167 1 1 SNEET 2 OF 9 5 114' 0 x J*LONG LAG SCREWS 14'0 x J,LONG 114'0 x r LONG L40 A, JL 0 6- 0. C. W1 1 112- Min. EL sawn o 61 0. a (-IZ.4 0 2010 CO SCREWS 0 6'0.C. k PENETRATION TO EXIS77NG WOOD f,;.. WfL PENETRA77ON 0 k " WOOD BEM HEADER, P O�NgVTE�0 12' DMNG WOOD fisw o f ... I* - A. -jLx 0'(Alln.) fX=NG Cont. :). C. a 000' d'(Adn.) DM77NG 0 6' 1 POSITION WOOD 0EAM REQUIRED. BEAM REQUIRED, W1 1 718 Min. 114" 0 x 3'LONG LAG STRUCTURAL ADEQUACY 7 0-20 S. S. BOLTS 0 00, STRUCTURAL ADEQUACY PENETRA 77ON SCREWS 0 6' 0. C. OF EXIS77NG WOOD 12' 0. C. N.UT WASHER OF EX?S77NG WOOD 0100 W1 1 112' Mfn. BFAM TO BE CER BEAM TO SE CEN'TIRED 1. A BY REGISTERED BY REGISTERED PENETRA77ON 70 EXISTING 100 1 1 ENGINEER OR ARCHUECr WOOD HEADER. PRIOR TO SHUTTER GINEER OR E: 00 ARCHITECT PRIOR 7D 0000 INSTALLATION. SHUTTER INSTALLATION. CONT. 00' 000 1 --191 5 cont. : 0000 Azl W WOOD HEADER 000 114' 0;2 .3/f Cont. 0 BOLTS / 7�8 REQUIRED td WOOD HEADER 3132- WING NU7- 00 REQUIRED 0 12" 0. C. 0 1 MINIMUM - 1 1 2 1 WOOD HEADER & 0 6* 0. C, 4 1 MINIMUM ? 6 OPEN POS W I/ PENE7 7121 r C �-SEFAR4TION To 10, REQUIRED if I" MINIMUM 0 SEPARA77ON TO GLASS L4 SEPARATION TO 2 1 I CLASS LLij 1 MINIMUM Li MINIMUM GLASS 1SEPAR47ION SEPARA7701V TO 0 GLASS GLASS A L TERNA TI VE 8 W 4- ca CONT. Ill* x 314' 718 3/.V' is, S. S. M. S. T WING NUT 0 10 6* 0. C. A i� i 6. Ed 12' 0. C. 1 2'x �4' 0-20 x 2'x 6' bi 4 BOLTS WOOD DECK:� _ J WOOD DECKJ REQUIRED OR 9 7 REQUIRED -1 1 F 2 WING NLPO Lont. 12' D.C. all k '000 114" 0 x J"LAG \-114- 0-20 ELCO WOOD SCREWS 0 6' 0. C. Pont. PIATI W1 1 112- Min. 0000 REQUIRED PENETRATION 0 FANELMA 7E 0 12" WO MIDWIDTH OF PLATE. Z E040 114' 0-20 x �14' PLA 0. C. W1 1 718 L-CA OoO REQ IdIn. PENETAA TION 0 0 x I I BOLTS MIDWIDTH OF PLATE (OPEN POSMON 1 112- 4 LAG SCREW 0 LAG SfJMV 3 ;00 0132 WING NUT Wo STUD 1. Min. 12'- 0. C, 6, 0. c. q:'O. C. 0 24' 0. C. 00, 114- 0-20 S. S. BOLTS a 010 REQUIRED 12- 0. C. W1 NUT & WASHER. I MINIMUM A L TERNA TI VE 1 A L TERNA TI VE 2 1 1 Cont. SEPARATION v TO GLASS I'x 4"x .125' (Min.) CONT. CEILING & FLOOR MOUNTING INSTALLATIONS 606J-TS Alum. TUBE (Cont) (2) 114' 0 x 4"LAG SCREWS A L TERNA TI VE 10 718 J132 EACH STUD (M1DK1D7H -WING NUr 0 SECTIONS B SCALE . 1/4* 1' OF STUD, 2' Min. NOMINAL) A STUD AND W1 2- Min. PENETRATION -LF A L TERNA TI VE 9 N70 EXISTING SWO. 89M.- SN4P CAP a To REMAIN CLOSED AT ON HURRICANE CONDITIONS. WALL MOUNTING INSTALLATIONS WOOD ONT. PEN POS177ON SECTIONS A SCALE 1/4" 1" This is Not A Master Drawing, TOP/BOTTOM SECTION 0 STUD TYP NOTE FOR COMBINATION OF SECTIONS Valid Oily For One Tin miul)" A L TERNA T1 VE I I F7-OOR1 KALV CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT MY INSTALLATION. INSTALLA TION DEMILS -ICNEXISTING WOOD BUILDINGS F.B.C.I(N.H.V.H.Z.) NOTES.- As SHOWN 0.050" BERTHA ALUMINUM STORM PANEL SCALE 1. INSTALLA77ONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND FANELS LENGTHS UP TO 9'-0". 314102 2. FOR WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN EASTERN METAL SUPPLY, INC DA TE E C 0 N C. /I iL 4268 WESr RCADS DRIVE PINE No. 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. TILLIT frNTING & ENGINEERING COMPAW RIVERA BEACH, FL JJ407 02-05.3 OW5�� S (X5t. Sjt@.1217,.WMN[4 R. M166 j87_SM Fox. =71!�1531 my.me I AcwAr" I awl fty.mol Amom" 1 m7c DR4 WING No EB-0006719 1 1 mv&P WAL7 A JA P. E. SHEL7 .9 Or 9 n Ma- " --i OCT 1 5 2003 4 LiBI 44167 1. STORM PANEL SHOWN ON THIS PRODUCT EWUA77ON DOCUMENT(P.E.D.) NAB BEEN VERIFIED FOR COMPL14NCE IN f5.119- (TOTAL WIDTH) 9.119'(TOTAL MOTH) 2.470' ACCORM&CE WITH THE"I EDITION OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS W-WL BE DETERMINED AS PER SEC77ON 1606 OF THE ABOVE MOV77ONED CODE. FOR A EKSIC WIND 12,000' (EFFECTIVE *1014) 6.000'(EFFECTIVE WIDTH) SPEED AS REQUIRED BY THE JURISDCTION WHERE 37URM PANEL WILL BE INSIALLED, AND FOR A DIREC770MUTY FACTOR Kd-0.85, IN ACCORDANCE WIN ASCE 7-90 STANDARD. 102 AS AARICAKEMp.) . 1.500., 1.500'. 1.500" 1.500, R.250' STW PANaS ADEOLACY MR IMPACT AND FA77GUE RESISTANCE MS SEEN VERIFIED IN ACCORDAACE WITH SECTION 0.47J 4.473 ISO&1.4 OF THE AMC AXIMONED COX AS PER ATE RP`OR73 I 0121.01-98R, / 0329.0f-00. OWS.01-00 AND "1101-03, AS PER SM 12-M SIXNaM 125' 2 ALL ALUMINUM SHEET MErAL PANELS SH4LL hAVE 5a52-HJ2 OR 3004-04 ALLOY J. ALL ALUMINUM EXTRUSIONS SMLL BE ALUMINUM ASSOC14770AI 6053-7V ALLOY& TEMPER UNLESS 07HERMSE NOW. N 075" "4 4. ALL SCREWS TO BE STAINLESS STE-a 304 OR 316 AISI SERIES OR OORROSWN R ww COATED N EL TAL j ES CARSO STE AS PER ON=15 W1 50 1W rEW POIAT AND 90 ke TENSILE STRENGTH. �-2.125--4 �2.125' 5. BM75 TO BE ALUMINUM ASSOCLA77ON 2024-714 ALLOY& TEMPLER ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL MIN 35 kal MINIMUM WELD POINT. 5, ANCHORS 70 WALL SHALL W AS FOLLOWS: (UNLESS OTHERME NOW) 4LUMINUM PANEL ALUMINUM HALF PANEL SC&Z, 114' 1 SCUE: 114'- 1' (A) TO EXISTING POURED CONCRET. 114*0 TAPOON ANCHORS AS U4NUFACTURED BY LEW. BUILOEX 3 'Ph" HEADER 114'0 CF TAP-GRIP ANCHORS(BER U14 STUD-CON). AS MANUFACTURED BY TRUFASr CORPORATION. 114-0 2AMAC AWL#V ANCHORS AS MANUFACTURED BY POWER FASTVWNGS, INC. SME 318'- I* 3.000,max. 2.470' 114'0 jr 718*CALK-IN ANCHORS OR ELCO malt & female 'PANELMATE'AS MNUFACTURED BY POWER FASTENING% INC AND ELCO T&aRON, RESPECTIVELY 114-0 RED READ DYN4BOLT SLEEVE ANCHORS AS MOVUFAC7URED BY I.T.W. BUILDEX .214' NOTES., - A 1) MIMMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314 2.470' FOR ZkMAC NNUN ANCHORS IS 1 3/8-; FOR ELCO FKNELYATE ANCHORS IS 1 314-, .125* R.250* R.250' FOR RED HEAD DYWMLT SAEEVE ANCHORS IS 1 118'. AND FOR CF TAP-GRP ANCHORS IS 1 114! 188 INTO THE POURED CONCRE A.2) 718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED W. NO &IBEDMEW INTO 12L .374m .750* STUCCO SIALL BE PERMITTED. 114'0-20 SCRE`WS USED SMLL BE 1 1120 LONG MINIMUM SHOULD MCCO fXIST, AND L+ I*MIMMAI FOR WALLS WITH NO SMCCO .075' A.J) IN CASE'TMT PRECAST`STON& PREICAST CONQRM A04ELS, OR PAVERS'BE FVUAO ON THE EXIS17NO AKLL OR Typ. FLOOR, ANCHORS S114U BE LONG ENOUGH 710 REACH THE AtVN STRUCTURE BEHIND SUCH PANEM ANCHOAACE SHALL 1.50' Aq .062' .0go, HE AS INDICATED ON NOTES A.1) &A.2)ABOVE, �.200- '090* .093* (0) TO UMNG CaMMM BLOCK W4W 0 T FULL R. FULL R. - 114 APCON ANCHORS AS WNUFACTURED BY I,T.W BUILDEX. 2.250' 2.250' .384' - 114-0 CF TAP-GRIP ANCHORS(BERTHA STLID-CON), AS U4NUFAC7-URED BY MUrAS`r CORPOR.4770N. - 114'0 2AMAC NWN ANCHORS AS MANUFACTURED BY POWER IrASTENINGS, INC. Z591, 3.000,Mdx.__� A - t14'0 x 718'CALK-IN ANCHORS 'OR ELCO male & female PANEL.M4TV AS AMNUFAC7URED 2,250'---' �-h_ H =�R uE. 8 IR1,200' , 0"' 125' I 1 5_ 75*1 .0 a- .07.5 R.062' -F690 .093 BY POWER FAS7ENINM INC, AND ELCO TEXTRON, RESPECTIVELY 3/,P'p A9. �4 514 B. 0. 114"0 RED HEAD DM49OLT SLEEVE ANCHORS AS M4NUFACTURED BY LT.W. BUILDEX. 50 Max. OU" BUILD OUT OU" HE4DER X, ANGLE BUILD OUT "Fo TRA CK "Fa TRACK N07M SCALE JA'- I' SCALE 318'- f, BRACKET scAa- 31ir- I . 1. ELI) MIAWUM EWBEDMENT OF TAPCON, ELCO PANELM47F, AND CF`1AP-GR1P ANCHORS INTO CONCRETE BLOCK SCALE:441 SrALE: JAr'- I' UNff SHALL BE 1 114-- 1 3/8-FOR 2AMAC AWLIN ANCHORS AND 1 1/0-FOR RED HEAD DMABOLT SLEEW ANCHORS 9.2) 718'MK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRM BLOM UNIT NO EMBEDMENT INTO -20 SCRM USED SHALL BE 1 112*LONG MINIMUM SHOULD STUCCO EXIST, AND .09J. STUCCO ShALL BE PERNITTED. 114*0 .380, .374* 4. 1"MfiWMUM FOR WALLS WITH NO S7UCCO, 0 304 SERIES 125' .190t .188" S. STUD RIVETED To B.J) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE D=NG WALL, ANCHORS ",80: "90 uv! ANGLE 0 SPACINGS . N, . 9 T SHALL BE LONG ENOUGH TO REACH THE M41N STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMLL BE AS INDICATED 150 SHOWN ON SECTIONS. ON NOTES IN B.1) AND B.2)ABOVE 2.000'1 (C)ANCHORS SHAU BE INSTALLED FOLLOWNG ALL OF TNE RECOMMENDA71ONS AND SPMFE47IONS OF THE ANCHOR'S .465T MANUFACTURER ALTERNATE L six .095, LEG LorAnOTN\ DETAIL I z PANELS twAy ALSO BE INSTALLED HORMWALLY FOLLOKING IAGTAUA77ON DETAILS SHOWN ON SECTIONS I 7HRU 8 .093, 1 (SHEET 3& 4 OF 9) EXCEPT THAT HEADERS A 4 & 6 SHALL NOT BE USED. L 1 _T +1 p p P 0 1 1000, 5,0OQt AAITIP, ArH & ff"a BE THE RESPONSIBILITY OF THE C0N7R4C70R TO VERIFY THE SOUNDNESS OF THE STRUCTURE OHERE 1,950* R.125* 2.000" .080' SHUTTER 5 TO BLE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATIACHED TO CONCRETE, 10*! 9' ICE BLOCK OR WOOD FRAME BUILDINGS, UILDING OFF -R WA_ SE �"Qr "F" TRACK ANGLE STUDDED ANGLE 8 RtV R� 2 x 5w (Max. x .125" ANGLE 9. 774E INSIXLLATION CONTRACTOR IS TO SEAV04ULK ALL SHUTTER COMPONENT EDGES WHICH REUVN IN CONTINUOUS Sa4LE 3/8*- I* W&I-73 Alurn. ALLOY scALE, '318, CONTACT'WITH THE BUILDING TO PREVENT MAIDIMN INTRUSION CAULK AND SEAL SHUTTER TAKCKS ALL AROUND FULL TRA CK SCALEE,7J//S'- SC4LE:3/0'- 1' -MAR 1 u 20B LENGTH. S6%THIS PED. PREPARED BY THIS ENGNEER IS GENERIC AND DOES NOT PROVIDE INFORA9477ON F'OR A SITE PROJECr, I& WHERE THE SITE CONDITIONS DEMTE FROM THE P.ZQL -0 304 SAFETY .786' .27%:q By (b) CONINACTM TO BE RES11014SIBLE'FOR THE SELEC77ON, PURCHASE AND INSTALLA71ON INCLUDING LIFE OF THIS SERIES S. S. 64V PRODUCT, BASED ON THIS P.E.D. PROVIDED HVSHEE DOES NOT DEWATE FROM 774E CONDITIONS DEIAILED ON THIS 094' 062 TUD RIVETW ofi DOCUMENT. CONSTRUCTION SAFETY Ar SITE Is THE cwmcw's REsPonsiown TO PLATE 7-- 0 12'O.C. .668, .281 (c) THIS P.ED. MLL BE CONSIDERED INIAUD IF ALTERED BYANY MEANS, .750 (d) SUE SPEC4FIC PROJECTS SHALL BE PREPARED BY A FLORIDA RSUISTERED ENGINEER OR AROHffECr WHICH PILL BECOME THE ZWNEFR OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WLL BE RESPONSI"FOR THE PROPER USE 2760^8131 In This is Not A Master Drawing OF`THE AE.O. 093. 1 ENGINEER OF RECORD, AC77NO AS A DELEGATED &ONEER TO THE RED. ENGINEER, ShALL SUBMIT` 70 THIS LATTER THE 2.IM, B_ 9. 1.a2 ECIM DAMMINGS FOR REWEW TYPI Rl.a28 .062 S17E SPL IMS P.E.D. &ALL BEAR THE a47FAND ORIGINAL S!AL AND SIGIMIURE OF THE PROFFSWN& ENGINEER OF RECORD -T Ttp -or Tima Permit. 7- Ll KEY HOLE A T PA 1,375' .06j"� .471' ..30.9, THAT PREPARED Ir .3794--N 875' F.B.C.I(N.H.�.H.Z.) 0. 62' W4�10 3 SNAP CAP As SHOWN 0.050" BERTHA ALUMINUM STORM PANEL STUDDED PLA SCALE ew-TS ALLOY ETAIL 1: smv wl DE ow AWKa PLATO MIA dW-70 ALLOY W&F-. 3/81- I, .314102 DA TE' 4625' EASTERN METAL SUPPLY, INC I DL 7-Til I J/ ELI�ECOmc, \ 1 .957 4268 WEST ROADS DRIVE 7 TILL47' TESTING & ENGINEERING COMPANY -053 t- Adn. 0851 RIVIERA BEACH, FL. JJ407 02 Sta 217, WMW KEY HOLE WASHER 1 xv.me I ANCAMM I VAIE I KV.MP AWCXMM =W_ v I 7r DRA WING No Jf0_9H154 Mum ALLOY EB-0006719 WALTER A. am NONS&Mw Iv 12/w I j I alp I Y/1011w I SC4LE:J18'- I' J SHEET I OF 9 FLORIOA U115 1447 1 4 oci 20 I'x 2* x .125* (Min.) Alum. TUBE W1 114' 0 x 4' LONG A. 114' 0 x 3'LONG LAG k 114' 0 x J*LONG LAG IL SCREWS 0 6 0. C. W1 SCREWS 0 6- 0. C. W1 000, W I I Wh. PENE7RA77ON 00, 1 112- Min. PENErP.4770N 1 112- Min. PENE7P.477ON TO fX1S771VG WOOD HEADER 70 EXIS77NO WOOD 70 EXIS71NG WOOD 114" 0 x J"LONG LAG SCREWS 114'0 x 3'LONG LAG SCREWS 0000 HEADER. HEADER. 0 6- 0. C. W/ 1 112- Min. 0 6- 0. C. W1 1 112 AWn. 000 DER. 000 000, 1 t R .. 010 000, 12 )i I )� 0� cs i q � 00, 000, 011 000 000 Cont. 3 Cant. Cont. 4 Cont Cont. WOOD HEADER WOOD HEADER WOOD H&DER WOOD HEADER REQUIRED REQUIRED REQUIRED REQUIRED 1,MINIMUM I'MINIMUM I' MINIMUM -SEPARA77ON TO LW. SEPARA77ON rO WW SEPARA77ON TO CLASS GLASS GLASS —1 2 A L TERNA T1 VE 1 LWW --A-L-L 4S 14 x J14*S. S. 14 x J14 S. S. M. S. 0 6' 0. C. C. S. M. S. 0 6* 0. 114' 0-20 x 7,MINIMUM I' MINIMUM SERAW770N TO 718- Ox SEPAPA77ON 710 BOLT W1 dd T7 GLASS 718'0 jr 3132 CLASS 4LIJ20' WNG WING NUT 0 1/4" 0-20 x T EVERY EVERY STUD 0 BOLT W1 7/8- 0 x gg 72'0. C. 718' 0 x J132 SrUD 0 12' OX 31,32- YKNG WING NUT 0 v NUT 0 EVERY EVERY STUD 0 0 12' D.C. STUD 000 12' 0. C. 01 6 Cont. 114�0-20 x �14" SOL 00 00, Cont /W_ D 42- " ""NUT .3 0 ;&G 000 "'00- 0 4' C. C. L TER A TIVE 0000><111 /.0 V'Nco't. Wo 114- 0-2 121 W 00 S. S. T_ t BOLTS a 2' 0. C. I _T T_ Cont. Cont. W1 NUT & WASHER 000 C. 2 IRE 10 Cont. I*x 4' x .125' (Min.) 00, 114" 0 x 3' LAG 000 6063-T5 Alum. TUBE (Cont.) 159 114;4 x J' LAG 000 WOOD STUD I' x 4'x .125' (Min.) SCREWS 0 6- 0. C. W1 000 SCR 0 6- 0. C. W/ 0 24 0. C. 6063-TS Alum. TUBE 1 112 Min. PENETRAT70N 2 \-�114' 0 x J"LAG # .(Cant.) 8,3 0 MIDWIDTH OF PLATE. SCREWS 0 6- 0. C. W1 2# 1 112- Min. PENE7RA77ON REQ 0 (2) 114" 0 x 4' LAG SCREWS (2) 114" 0 x 4'LAG SCREWS 1 112- Min. PENE7R4TION 0 MIDWIDTH OF PLATE. 6 0 EACH STUD (MIDAIDTH 0 EACH STUD (MIDWDTH 0 MIDWIDTH OF PLATE. OF STUD, 2' Min. NOMINAL) v OF STUD, 2- Min. NOMINAL) ------ Min. PEIVE7AATION AND W1 2 AND W1 2-Min. PENETRA770N INTO EXIS77NG STUD. INTO EXIS77NG S7UO. A L TERNA TI VE 6 A L TERNA TI VE 7 A L TERNA TI VE 2 ALTERNATIVE 4 A L TERNA TI VE 5 INSTALLA TION DETAILS ON WALL MOUNTING INS TALLA TIONS I'MINIMUM SECTIONS A SCALE 1/4" 1" EXISTING WOOD BUILDINGS -SEFARAnON TO- CLASS 114" 0-20 x �14' BOL TS W1 718 x NOTES. 3 1��2. WING NUT 0 0 C. 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND FANEVS LENGTHS UP TO 9--0" 2. FOR WOOD FRAME CONSTRUC770N. WOOD MEMBERS TO BE 7 Cont SOUTHERN PINE No. W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. This is Not A Master Drawing, 0 x J" LAG SCREWS 0 6' 0. C. 1 112'Min. Mid 04 For One Tilmilva Permit, 0 F.B.C.I(N.H.V.H.Z.) N07E FOR COMBINA77ON OF SEM91"is. WID PLATE. WALL MOUNTING SECTIONS CAN_8E-CO 0.0-50" BERTHA ALUMINUM STORM PANEL AS SHOWN IN ANY WAY TO SUIT ANY INSTALI-AnON.", SCALE A L TERNA TI VE 3 EASTERN METAL SUPPLY, INC DA rE J14102 7 KLIECOm c. 4268 WEST ROADS DRIVE TILLIT TES N� RMD?A BEACH, FL 33407 TING & ENGINEERING COMPA 02 1_&V Fox: 1�IMI Kv. xwwmw Uff MR.M. I DRAWING No OCT _21M ES-0006719 &Ayr WAL7ER A. TILLIT Jr. P. E: L ---+— SHEET 8 OF 9j rLORIDA Lic. j 167