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<br />� Affr,"WI 2W 0) L Vr 1104 voto 4:13011,01MONT INA TNALL Be As Imm ON,
<br />S" Mautm"o GO =..r%gW..%j%..,m "", lio-1. "M 1, MWALIAlak OF I IX Low 104M 94 0 ONLY
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<br />NQn_4M_WMfthQQR_QE_ZaM 1, INSTALLAMON ARE ONLY VAUD FOR MW A,&D� Iff f NO,44167 'Z I tow III Nr� 14 GAGE GALVANIZED STEEL STORM PANEL IF.#.
<br />DESIGN PRESSURE RATTING (P.S, , f) AND PANtL LENGTHS I — -_ m" BY;
<br />I ; * 1
<br />TOP & SOTTOlot MOLINTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1 i * . _
<br />S.0�. � -
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<br />COMBII IN ANY WAY TO SUff ANY ALTERNATE 2W) STATE a / 11 JtC 0 tmr_ \ GLOBAL PROTECTION PRODUCTS, U-0- 'e'""""'
<br />INSTAUATION, 11 __�tll_
<br />!�,�. .., me Ik Mir"%ff
<br />2, MR NEW WOOD FRXME CONSTRUCTION: WOOD ., 11v m 4% H, "
<br />.- I I o _A-m � I I - 20-176
<br />i��_ NANH ("WA-14451 rm ("`.xm�?
<br />MEMBERS TO BE SOUTHERN PINE NO Z W1 SPECIFIC I% --- W I It- , ., -
<br />OR EDUAL � *:Z�t I, -.1 � 4_�_.t - bgmmic�,
<br />OcKstry or D.6B 0116 A. ��. I , i ,---WW-
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<br />I� STORM PANEL SHOW10!�o?miT,NmS1AOD(V LVALUATION DOCUMENT IP,m) HAS sm vE%F)m FOR COMPLIANCE IN AmMIANCE: �, �1-1-� [Lou, INC
<br />WITH THE =0 (Ah EDITION) OF THE FLORIDA BUILDING COM THIS STO* PANEL SKAU, tial fit ANCIA"n AT HIGH - #14-041ANELMAM FENIALt 10 ANT OMCA'Alt nll$ ANCH[ORS, As MANUFACTURM of ELCO CONSTRUCTION FRODUM,
<br />YCLOCITY Its - I 'O LAB SCREWS, PE* 00,,S
<br />MWINWAR=CRUNWIE514
<br />Mfii!
<br />DMIGN W4;A=C4Z Qr'DIE ABOVE MEaCINED COOL M A C -
<br />R WS WHO , 01 * Ble WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY Go.
<br />'1�4
<br />SPEED As REQUIRED- BY IHC WRISDICTION WHERE STORM PANEL WILL- BE INSTALLED. FUJI A WRIECTIONALITY FACTOR
<br />KQ0�85, USING ASCET-16 AMU SKA" No CXCECD THE MAJONIUM CkS.D.) DESIGN PRESSURE IAPNOS 10001rc, ON SHEETS 01) MINIMUM THREADED ?CNE,TPATA* INTO WWO Of TAPOON ANCHORS� SHALL CC T 11r AND e FOA VI PANEIAW, E HILLS
<br />3� * THW 12 & 17, HL AND AMID-VALIE FEMALE Z
<br />IN ORNVR� TO WARY THE ABOVE COMMON, ULTIMATE DISSION MIRB1dAP$ DITIMMI PER AKE I-MS�Vib, BE FIRST
<br />REDUCED W K&b� DESIGN PRESSURE RIDING BY MUCTIPLYING THEM Of 0,6 IN, ORDER TO 0OMHARE TOM WI MAX �&S,O,) ,7.2) MINIMUM ImArnom PoRrumb" or INTO INC` wow fmtm UNIT SHALL BE 61&t THREADED
<br />%Isci%
<br />I�
<br />M14K PRESSURE RATINGS 94GAIE0 OR SHEETS & 9 THRIJ 12 * 17� 18, AS POT OF THE PCOU 04,
<br />IN ORDER M 1,4URPY I+ S RESSED 33 CR6kSE
<br />, AT ANCHORS ON 'DIJ$ REXL AS It TED WERE HOT W SIR , A', I IN TR AU&NABLE I
<br />,
<br />$11W-M, FOR WIND LOAUS WAS = USED IN THEIR ANALYSIS- FASICNERSSPAONG TO WOOD HAS SOOL WFORMI 04 c�sl, MIR" Fort DISTANCE OF LAG SCRI ,"m woul S44L Or AS INDICATED IN TPIS DRAVANd
<br />WITH . � . �
<br />I
<br />STORM PARM'S AOMOACY FOR IMPACT NO WIND RESISTANCE HAS BEEN VERIFIED, IN ACCORDANCEWITH SECTIA114 1609,11 OF C.4) fommum PENETFATON OF *ow WSHINQ &Au- BE s/e, Ile 0�20 st" USED SHAu BE I Ilr LoNo MINIMUM
<br />I
<br />INC ABOVE MENTIONED COUP ASS PER AMOICAN ISSr LAB OF SOUTH FLORIDA REPORTS #004,01-07 AND OORTS,02-49. AS SHGuLG,;sq�,gXI_-T, AND I- MINIMUM FOR, WALLS WffI4 NO ST uI
<br />PERSSM *-S#,k ASN C2130-02 STANDARDS, AND AMERICAN TESPNO LAB tDUM FLORIDA REPOET #11.2101-10 AS PER
<br />14-201 00 TAS-203 PROTOCOL%AW AS HER ONGULATIONE PERFORMED IN 8GCORDANQC W,k SECTION 1604 Or C.S) N GASE�'MAT PRECAST STORE, IGR PRECASY.CONOM PANELS. StUCOC OR WOOD BOARDS BE FOUND ON 'THE EXISTING
<br />WALL ANCHORS $HALL RE ONO ENOUGH TO REAW THE MAIN STRUCTURE SEM)NO SUCH PANELS,
<br />�
<br />I ANGHOPACE SHALL K, AS MENTIONED IN C. I), C 2) It C�t)
<br />21 ALL ALUMINUM 0111RUSIONS TO It sm-Ta ALLOY AND lumpm (UNLESS OTHERWISE NuTCO), SEE --+FIT 2 'I'D) ARCHERS $8ALL fic INSTAUAD fOULOWNG ALL OF THEE RECOMMOALAYI AND SPECIFICAPOU5, ( )F THE ANCHOR'S MANUrAClWW
<br />3. ALL ALUMINUM SHEET METAL. USED AT mosurn SHALL HAvE im-mmALLoy, 0, PANELS MAYALSO K -VIST41LED HORIZORIALLY FOLLOWING INSTALI MIMS SHOWN ON SECTION t THMUGH 6 (SHEETS 4
<br />4, ALL ' UTM SHEET MClAk PANELS SHAUL,HINE STRUCTURAL QUALITY $TEEL� A$TM A-65S GRADE $0 MINIIYUM� G-tO OALIVANIZED THROUGH 5) EkCDPt THAT MCAXRSQ &(D SHALL HOT BE UOED� I
<br />,
<br />STEEL DESIGNATOR A/FY- 1IZ,2 " (AFTER ROLLED), 4� fr SHALL BE 1�W RESPONVI OF THE CONTRACTIDIR TO VMFY THE SOUNDNESS Or THE STRUCrURIE WHERE SHUTTER S 7D BE
<br />"I ALL SCREWS to BE VTOMOI65 STEEL 30. OR 316 AM SERIES OR CORROSION RESISDIN17 WOW to" STEEL AS Pot Dili ATTACHED To INSURE PROPER ANCKRI THIS 5MUTPER SHAILL OWTOE ArI TO 1:*KPM %QCK OR WOW FRANC
<br />BUILDING&
<br />50019 50 k%; YIELD STRENCIN AMP " ki, TENSILE STRENGTH AMC SHALL COMPLY W/ fWAIINA BUILDING CODE SEMW
<br />,
<br />1
<br />3�j
<br />241 1 ��. C 10, t" RKELLAR tTOPM PANEL WIN LERGIIIS. QVER 90', AS PER SECTIONS 1, Z 4, 5, 6, ANC A-VOINAMTS IW, 3W 4, 4W OR
<br />'14 4, S, t ,k I AISPECTWELY. SHALL RAVEE A L-10OLD AND WAWLY'A%OLF MARKINS WCTRUCTINO' OWNER 00 TZNANT ID,
<br />6. EvUs TO BE A51V A-407 GALYMMED STEEL� OR AM 304 SERCR STAINIMSS !FLEO, WIT01 55 W MINIMUV11CLID $1REACTli, I,= HARKS WITH APPLICABLE REINFORCEMENT DIJI PERIODS OF HURRICANE WARNING
<br />7, ANCHORS TO WALL SMALL BE As FOLLMI� 11"THIE INSTALLATION 00~1014 I. -To SCAL/CMAX ALL SHU"m CUMPONEN� roots WHEIl K'"N III CoMFINUGUI COWACT YM14 1
<br />TK( "_�BING To PAIEvENT WIND/Aw winustom, 1
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<br />0 �TIPCON�MCH� "VIFACTORED, BY LTS; W"IG 44C� (MIN, r�419�� pm,i4 12, �= IN-11AULAT' ,ON S,011 COMPLY WITH SPECS NOtWED IN INS DRAWING PLUS ANY BUILDING MI) 2ONvw REG"44%
<br />- I/e 0 � 7/5' CAW -IN ANCHORS, AS MANUVAGWRIED BY DENALI` OC, THE 4URJSNCoG4 AMCP9 PERMIT 19 APPUED TO,
<br />- i/e* �, ,3/4' SOVO-SET ANCHOI AS DISTRIBUTED BY ALI MOT, SCREIN, MOLT & S11MALTY CO, J�, ('41 I Hts PRODUCT N
<br />r-A000 P.644 , A,UAOG CGOOME'n (PS�Dj PREPARED Of THIS ENGINEER �S'GLNORJC AND DOES RW 1PROW4 INFORMATM
<br />- Ph,
<br />Lt-I PANIELMATT FEMALE 0 ak OMIFLAM, KQS ANCHI As MANUFAGIVRED BY SCO CONSTROCTIOU PRODUCTS. FOR A $"_ SPECIFIC PRDIEC% ,0, WHERE 7PE = CONDITIONS 0%ATC FROV TK PZO�
<br />6 ,
<br />- Ile# ZWAC "UN ANCHORS, AS MANUFACTURED W DEVIIALT, INC D,) CMPGAMR TO BE RESPONSIBLE FOR'THE SMECTION. PURCK4SCANO INstAII.AnOR INCUDDINq VFr SAFETY OF THIS PRODUCT
<br />A,I) MNIMUM tMEEDIMENTAlF 1APOON ANCHORS INTO POURED GOIRGIRM SHALL PE I .Ve� 2� FOR OU;O PANIUMAtE kit BASED OR THIS P-EC,PROVIGEO NC/SA
<br />HE =ar3OFVIATE FRI THE ITONOTTONS DETPLEU ON THIS OMUMENT�
<br />I CONSTRUCTION SWIVY AT Sol IS , RUPONISIOLM
<br />II/e
<br />I FOR, ZAMAC_ HAILIN, ANDPOINS.
<br />(C) TV5 PROOLICt fVKLIATION DOWMENT' WILL, Ot CONSIDERED, NNALO lF MoonED4
<br />X2) G"-IN & SOUD-SET ANICHOM SHALL 917 1PAREVOCID 1/6' INTO IHE POURED QOACRM_ NO EMBEDMENT INTO
<br />SWCCO SKkI, BE PERMOTEM 1/4* O-PQ, SCREWS. USED %W,L BE 1 IJ2" LONG NNIAM410 $11wro slu-Co EXIST, (4) $In spram, PROJEm"SNALL RE PREnom BY A FLORIDA pavmm ENGINEER OR A-.Hna WH6-H'MLL 8FOOM't THE:
<br />AND 3' WN04UM FOR WALLSWITH '40 SILICCO, AND ROW BE 4-11IE04I $CAKWS 09 ALL THKAPED SGREWS WIO HEAD. ItNONFER OF RECOV (C�O,R&FOI:( THE PROJECT A146 WHO Imu BE MPONSIELf, FOR I+m
<br />CUT WITH WIND WIMS PROPER USE OF THE P�F 0, CANCER Of RECORD, AM4 AS A CIELCOATED, IONCREEP TO 1K
<br />O.", ENMRZER, *%UL URI To THOS 1ATITA THE SHE tPeOw MWW48 FORM",
<br />M) IN CASE THAT PRECAST SIDI PRECAST CONCRETE PANES, PAY170S, StMODOOR WOO BOARDS at FOUND 04 THE7 I
<br />"STING WALL OR FLOOR, ANCHORS 59� OF LOW ENOUGH TO REACH 1K WM SPINCTIM KKOVIUCO PANIELS� (t) THIS P1.0, SKU ITEM'THE VAIZ AND OBDOML, 3M ANG VWXfUK Or THE PROFESSIONAL
<br />ANCHORAGE SNAJJ� BF AS MMONFU IN, &I) Aw IN A.2)� ENWNEEIR OP RECORD THIkT PREPARED IT,
<br />(8) m_m0%._CQW1m7_A=v1L1&1n! �_ 14, W-UTTIR MANUFACTDAII OBEL SHALL 13C LOCATED, OR A,KAOV VEAM LOCATION AT STORM
<br />PANEL SHUMIA, IN ACCOROMQCE WITH SECTION 170M,2 OF PLOROA BUILDING CODt� ONE LABEL
<br />- i/e 0 ;APCoN ANCHORS As MANUFAMPED, W F_ T, W1 BVILICI ,No, ��
<br />- 1/-�ao 9 T�V MA -IN ANCHOM AS MANUFAMRtC W "ALt, INC, RE BE PLACED MR -ENTRY OPENING,, LAOCUNG YO COMPLY WITH SECTION ITOSO,3 O� THI
<br />A, OWLNND COM
<br />114 ORS AS OWAIRILGED = T SCREk BOLT * SMIAL11Y CS,
<br />- X 31A' I=
<br />N� b,n
<br />- #14-10 PANEL= ICHA PAREIMATt OLDS MANWACTORED Or ELCO CONSTRUCTION P Illuts",
<br />I/V, -1 ,
<br />* ZAMAC NAILIN ANCHOK A% MANUFACTURED 13Y GCWALT, ING 1 V14
<br />, �. -
<br />1�� 14
<br />V�lj mNfWM EMBEDMENT or TAPMR mcwpm. vlto Fmalvilm MG v,mAC RMUN, 4WCHm Iwo mir � �
<br />FLORIDA, BUILDIIII CODE ;Ill veloc*y m cone Zone)
<br />Eiloc* UNIT SHALL et 1 I/e, I �' . I , - 11 1-11 I � Q!�2 !L_
<br />'�
<br />I
<br />I . 1 1 01,00 ll-MR, "� 24 "CE OALVANTM STEEL STORM PANEL fA
<br />H,$) CMLK-IN & EGI,"ET ANCHORS SHALL Or EMBEDDED 7/0- IO- THC CONCRIM, BLOCK uw� NO U,�O,o %644 67,
<br />a . -MAW w
<br />MQV Or PORNITTIO, 1/4- SCRE" USED SHAL_i LONG WNI SHOVILO rvsTx A I I - , "I I -
<br />CHALL e-20 Or I JIV O .1
<br />10
<br />AND I' W uc. W,V,,,,, MI
<br />, I ,NiMUM FOP WRIS WITH NO STUCCO, S -*�� I - - - aww PROTECTION
<br />STATE . - 1 co
<br />1101
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<br />fj.,�) IN Cm$E� THAT PRECAST SJONE. OR PRECAST CONCRETE PANELS, STUCOO OR WOOD BOARDS `1 .. wNficiaw CON WL tL =I-
<br />, 01ORI ,W.--.4t-..! - - �10%. :ZO-175
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<br />015"n% WAL1,ANI SHAU� BE LONG ENOUGH To REACH THE "NSTINII 1304NO, Z,
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<br />-11
<br />11 IMON, I ; SET A, CAW-114 AMCKM
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<br />� 04 AM USED && -,I ORBROURED CONCRETE
<br />WHEN BETE MOCK
<br />.*
<br />ALTERNATE 000WRETE, � ' POURED CONCRETE CONCRETE, ANIDIONI =17 REQUIRED;
<br />-
<br />R CONCRETE MOCK APOURM
<br />ANCHMEDU
<br />WE LE am 7
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<br />SpEm 9 THROUGH to) sHmm 0 THROUGH 10)
<br />AU11DIZMa INIOUKtINJO VOUNITINIT I al,pm MOUNT
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<br />. �(Niph High Velocity
<br />1`1
<br />� I
<br />.* b2026 �KTM � �mpu ok - r
<br />I I 0� 44167 , S Z4 CAGE GALVANIZED STEEL STORM PANEL
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<br />- 5- —
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<br />ED, - EDGE DISTANCE O� �. S O - , \ GLOBAL PROTECTION PROOM LLC. nice,
<br />,%gIFOULE ON TOP & BOTTOM MOUNTINGS CAN at - .,-, ... _____ -
<br />, & 10) ill � AD Am 5*1 1P$W
<br />1 HAV e I 0 '
<br />COMBINED IN ANY WAY TO. SUMANY � *. I � P�i . 20-175
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<br />i 7 -r. I � t/*NP` NO WASHOLWA
<br />(SEE IsD4 ARE ON I i
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