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<br />79' OR LEN
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<br />70' OR LESS
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<br />12-
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<br />FLORIDA BUILDING CODE (Non Nigh Velocity
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<br />FINAL To THE lmm DETD*AHM PANEL Loom
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<br />(.W) SEE SCHEDULE WON FOR hO. OMM LDWO FOR POROSITY QUALIFICATION
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<br />(SEE 01% SWEET le
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<br />SEE NOTE - BELOW FOR UMftATMS FOR
<br />v MAI
<br />1 1/2- LORD SLEEVES.
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<br />SEE SCHEDULE PANEL (SIX SCHEDULE
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<br />Al A =SWN MM 12 I/jr' 04 V%M ""a,
<br />If
<br />NkTon a #ft -a F-111 (3) WAL 34 INK PM& LDIM 5 IN= 10 W 11 OW M"
<br />1
<br />W wmw mumm PAM wim is WALL WUqj2 11OUlff = ow 11 IL "ft IN= PMU LOOM ^W= ON
<br />ALTERNATIVE ZW (4) Oft OVAL WE a am
<br />11W
<br />LigioLows
<br />WALL MOIUNVING (3) SCALE 1/0-1 W=Cmrmw
<br />PAY
<br />1. .1 AS W� W AM
<br />ALTERINATWE 1W =r�-w W's 'a an zomor I, Z
<br />WALE 3/111 (4) MRVAAWM MUS OLT MR E_. Seected .0 r.9 U. (70 Wff*Q OF To PORRA
<br />ex�m WK
<br />=0 1. 1 A, 3 PO AMR
<br />11= FLORIDA BUILDING CODE (Non High Velocity Zone)
<br />NOTE FOR COMBINJISION OF SEGBM: I . (ATSTALLATION ARE ONLY VALID FOR MAX. A.S.D. No. 44167 0� rA=Ck WG. 24 CAGE GALVANGTO STEEL STORM PANEL F.P,
<br />PRESSURE RATING (p.s.f) AND PANEL LENGTHS mvm oft
<br />DESIGN
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMONED IN AW WAY TO SUIT ANY ALTERNATE 20r) STATE GIOBAII PROTECTION PRODUM Lm
<br />WAR,
<br />iNSTALLATION. mm I.M. 51 siou
<br />7-1 A-Mv--mr-M n. M.
<br />2. rOR NEW WOOD FRAME CONSTRUCTION: WOOD P-" (M)ND.-"W "o, 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC tll~lo 0%"M ft
<br />DENSS" OF 0.55 OR ED"- n-1 m
<br />woo Ar 4 A-Z
<br />GENERAL NOTFS
<br />(C) TO nm--- omffr a - ass mou
<br />?N�IfteM Akg���
<br />DMOCUMOENT (P,F-0) HAS BEEN VOWIFIED FOR COMPLIANCE IN ACCORDANCE 11C# TMICON MDO'M AS KV4WXlURM BY I.T.W GURDEX, iNC
<br />WM THE 2020 (7111 EDITOR) Or THE FLORIDA SUIUDING CODE. INS =ft PANEL SHMJ Not BE INSIALLM AT HIGH 014-10 POMAVE FEMAX to AND PSM)MIC PLUS ANOaM AS MAkUFACTURED BY ELOD CONSTRUCTION PRODUCTS.
<br />VELOCITY WUW--M ZONES (MVM-VADE / SOMM COUNTIES). I/i LAG SCREWS PER N.D.S.
<br />DESIGN WOO Lot" 94AU BE OMW40 AS PER SECTOR INS OF THE AW& MENTIONED C40E. FOR A SAM W�W I/Wo . 51V 10000 PUSHING. AS 067PSUIM By ALL PONT SCREW. 90LI & SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE "GDCMN WHERE STORM PANEL OU BE INSTALLED. 00 FOR A DWCTOWM PACTOO
<br />KD-0.65. USING ASCE 7-16 AND SMALL NO EXCEED THE UiXLVUM ",D.) DOM PRESSURE PAINM INDICATED ON SHEETS C 1) MMMLIM TieWEAM PERiTRATIo" "m OF TAICON AFICRORS SHALL WE 1 1/2' AND 2- MR ELCO PANEfMAFE PLUS
<br />3. 9 YMMU I At 17. 10. AND PANELMALE FEMALE 10
<br />IN ORDER To VEFW1Y THE ADM COMMON, LLYWFE DERGIN WIND LOADS WOU� PUT ASCE 7-14 SHALL BE FIRST
<br />REDUCED To A.&D. DESIGN PRESSM RATING ITT MULTIPLYOOG THEM Of 0,6 IN OR!" TO COWAK THESE *1 MINIX, (AS V) C-2) MMMLIM THIREADED PDKWnM OF LAC SCRIM. INTO THE VQCO rFMME UNIT SHALL K 1 1/2' NO THIRFAM
<br />DESIGN PRESSURE FATINOS INDICATED ON SHU'TS 3. 9 "M 12 At 17. 15 PENETRATION INFID STUCCO SHALL K CONSM04ED AS PART Of THE REOLMn THREADED PENETRATION
<br />IN ORDER TO VERWIFY THAT ANCHORS ON THIS P,E.D� AS 11,51 FRORE HOT OVER SIRES=, A = INCREASE IN ALL OWAOLL
<br />., FOR WIND LOAN WAS NGS USED IN THOR ANALYSIS FASTINEIRS SPACING TO WOOD HAS BEER WMM 04 CA) MOAN EDGE DW^4M OF LAC SMM INTO WOOD SHALL WE AS INOICATED IN 7415 DRQfi
<br />ACCORDANCE WITH H.D.S. 2010.
<br />STORM PANELS ADEQUACY FOR tWAM AND WIND RESISTANCE HAS MEN VERITIED IN ACCORDANCE WIN SECTION IWB.1-2 OF CA) MR4MUM PENIETRATION OF PUSHING SHAU. K 5/oi 1/4 ` 0-20 SCRE" USED SHAU. WE I qr LONG MOOMLIM
<br />THE ABOVE VEW046D CODE AS PER AMERICAN TEST LAN OF SOUTH FLORIDA REFORTS #101114,01-01 AND 00212.02-09. AS SHOULD Sn=O Eki AND I' WANLU FOR WALLS WITW NO STLICOV.
<br />PER SSTD 1 2-" of AM E 330-M STANDARDS, AND AMEMICAN TESTING LAB SOUTH FLOROAL REPORT #112301-10 AS PER
<br />TAS-213 AND TAS-20 TOCOLS. NO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEVION V604 OF THE C15) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANIMS, STUCCID Olt WOOD WM BE FOUND ON THE Exisnoto
<br />PRO
<br />WALL. ANCHORS SHAUL BE LONG ENOUGH TO RE40CH ?HE MAIN STRUCTURE BEHIND SUCH PANELS
<br />FLORMAI BUILDING CODE
<br />ANCHORAGE SHAU, BE AS MEW&a IN C I). C 2) At C.4)
<br />2. ALL ALUMINUM ETITRUSIONS; 10 HE W63-Ts AUjPY AND VEMPER (UNLESS OTHERITISE NOTED). BE 94M 2 (0) AN04M S4AU. WE nkWALLED f��K ALL OF THE RECOMMDC%nMS AND SPECIFICATIONS Of THE ANCHO"
<br />3, A" AUUMINUM SMEET MET& USED AT CLOSUPES SHALL HAW 31051 ALLOY a PANELS MAY AILSP BE INSTALLED HORIZONTALLY FOLLOWING 049FAIATION 09AS SHOVINI 04 SECTION I TWM*4 5 (SHEETS 4
<br />4 ALL SIM S4W METAL PANELS 94AU HANIE STRLXTUft QUALITY STEQ_ ASIM A-653 GRACE 30 MINIMUM. C-80 CALVAMZED THROUGH 5) EXCEPT THAT HEFOI AT (b SHAU. NOT K USED.
<br />STEEL DESIGNATOR W/rf- 922 " WIER ROLLED). 9. ff SHALL K THE RESPCNPBLnY OF THE CONTPACTOR To vait" THE SOUNONCSS OF THE StRUCYLI FAWERE penTER IS To K
<br />5� 91 SCRE" To BE STAINLESS STEEL 304 OR 316 AWS SERIES OR COMM" RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO OMM PROPER ANCHORAOL THIS SHUTTER SHALL ONLY K ATTACHED To CONCRETE BLOCK OR WOOD RW
<br />DUKDNM
<br />50016 W/ 50 ki YIELD STRENGTH AND SO w tENSFLE SIREFON AND SHAU. COMPLY W/ FLORIDA OWLDOIG CODE SECTOR
<br />2411-13A to EACH TWESULM S"m Pi wrrm L04UK OYER goi As PER SECTORS 1, 2. 4, 5. a Am Njumi III, 3w & He ON
<br />SHEETS 4. !L 6 A 7 RESPECTIVELY, StALL HAK A LOSS AND READILY VISINLE MARKING INSTRUCTING OONX OR TENAIRT TO
<br />5 9DILTS TO 91 ASTIM A-J07 GALVNQED STEEL. OFF AISI J-04 SERIES SIAMILESS STEEL FIFTH 36 ko, WO" YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PLUM OF HURRICANE *W"
<br />7 ANCHORTS to WALL SHALL 51 AS FOUdWi it. THE OWAU.ATION CONTRACTOR IS to SEAL/OWAX ALL SHUTTER COMPONENT EDGES WHICH MOM IN CONTINUOUS CONTACT WITH
<br />THE KUM TO PROW MO/ON WWJWM.
<br />(A) MEXWNG PQURM
<br />i/elt TAPCON a.0%yMANUFACTURED BY IJ.k BUILOEX. W (Milt V-3192 P.�) 12. STORM PANEL WSTAUATION 94ALL COMPLY WN SPECS 9401CATED IN THIS OPAMOG PLUS ANY BUILDING 00 ZOWZ RE"ATIONIS
<br />Ile 0 . 7/8' CALK-ot ANDMORS, AS MAN%JFAWCTURrD BY CEWALI WC: PROMED BY THE JURISDICTION *NEW PERMIT IS APITUED TO
<br />1/4's It 3/4' SOLIO-SET ANCHORS, AS 06716BUFO BY ALL POW SCREW, DOLT It SPECIALTY 00 'WT IF
<br />(L. 1., 13 (a) THIS PRODUCT CIALIM1101111 DOCIUMEI -E-D-) PREPARED Of THIS ENGINEER IS GENERIC AMC ODES ACT PROVID1 114folamnom
<br />-3000 pA.I.)
<br />614-10 PN*LMATE FEMALE 0 & PANDJOn PILUS ANCHORS, AS MANUFACIURED BY ELOO CONSTRUCTION PIMUCTs-FOR A SITE SPECIFIC P40i I-s. WHERE THE SITE CONDITIONS VIEVATE FROM THE P.ILD
<br />1/4`0 ZAMAC K41UN A"CHORS, AS MANUFACTURED ft DE*ALI. IFIC- (0) CONTRACTOR To BE W906WE FOR THE SELECTION PURCHASE AND INSTALLATIM OICLWW LATE SAFIETY Or THIS PRODUCT
<br />A 1) UWRAUM EMBOMEW OF IMPOCIN ANCHORS Ili POINTED CONCRETE SHAUL BE 1 3/4'. 2' FOR 0.00 FAINELMATE AND BASED ON THIS P-E 0. PROMED HIE/SHE DOES Not W111i FROM THE CONDITIONS DETAILED ON 04M DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPICINSIBUTT
<br />1 3/4- FOR ZAAW NAILIN ANCIRCIRS.
<br />(c) TFQS PRODUCT EVAAi4WW ODMAVit WILL BE CONSIDERED W^M IF MODIFIED
<br />A.2) CA-K-111 At SOUD-SEI ANICHORS SHALL WE EMBEDDED 71ir N410 THE POURED CONCRETE. NO EMKOMEW INTO
<br />STUCICO SHALL BE PENUfftO. Ile 4-20 SCREWS USED SHALL BE 1 1/2' LONG &SNWJM SHOULD 5111,0000 EM, (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AWATECT M41CH WALL BECOME THE
<br />WALL ff RE
<br />AND 1* WNOAM FOR WALLS %" NO STVOC(1� AND WAY BE HEADED SOW" OR ALL THREADED SCREW* VI/O HEAD, DOGWA:ER OF RECORD �E 0 P-=;E SPONSIM FOR THE
<br />ED or=.M
<br />BUT WITH WAIC win PROM USE OF THE AS A DELEGATED ENGINEER TO THE
<br />RED ENGINEER, 901.1 "ANY To THIS LATTER THE SITE SPECIFIC OMMOGS FUR REWV.
<br />ALS) IN CASE THAT PIRECAST SIONE. PRECAST CONCRETE PAW.S. PAVERS, STUCCO OR *001) BOARDS BE FOUND ON IKE
<br />C13SPli WALL 04 FLOOK 4004M SHALL, BE LONIS ENOUGH TO REACK THE MAIN STRUCFM SEHINO SUCH PANELS I.) INS P.E.O' SAALL " THE DATE AND OINGINAJ. SM PM 59"TURE OF THE PRWESSIONAL
<br />ANCOOKA" WALL OE AS MENTIONED IN ALI) AND IN AL2), ENGINEER Oi WLVW THAT PREPARED ft
<br />14. SHU?i ~ACTuFWS U18111 SHALL K LOWED ON A RE40LY YMU LOCATION AT STORM
<br />PANEL SHUITTIER IN ACCORDANCE WIN SECTION 1709.9.2 Or FLORIDA BUILDING CODE. ONE UGR
<br />Ile : IAPCON ANCHORS AS MANUFACTURED UY I T IN BIALOEX. Me. SMALL BE PLACED FOR EVERY OPENING LOMM TO COMPLY WITH SECTION 1701.3 V TOE
<br />I le . 7/5* CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT. INC. FLORIDA &JILDING CODE.
<br />1/4-0 W 3/4- SOLO -SET ANOWORS. AS OISTRISLITED BY ALL POINT SCREW. DOLT a SPECIALTY CO
<br />#14- K PANELMATE FEMALE 0 AND PO)dIAATE PLUS ANCHORS. AS M~ACTURED BY CLOD CON
<br />a
<br />- I/e 0 &MAC Ni ANOi AS MANUFACTURIED BY DEWALT, INC
<br />9.1) WIMMUM OMOMENT OF TAPCON ANCHORS. ELCO P94n.MATES AND ZAA" MUM AlecHom -0 THE 6CEN FLORIDA BUILDING CODE (Ilon High Velocity canto Zone)
<br />MA 0 Woolly
<br />BLOCK UNIT SMALL BE 1 Ile
<br />9.2) Cliki At SOUD-SET ANCHORS SKAU. BE EMBEDDED 7/6* INTO THE CONCRETE SU0011 UNIT. NO Cbmie" %,44 7 24 SAM GALVAMM STM STORM! PANEL
<br />STUCCD SmAU. SE PERMITTED. Ile w-20 SCREVIS USED Shi WE 1 1/2- LONG MINNA"JM SHO" low Ow.
<br />Al") 1* ummm MR WALLS WITH! No STUCCOL STATE ILIECOmmic LOBAL PROTECTION PRODUCTS, I.L.C. TAM.
<br />fl-
<br />AM &A 11 S"W
<br />0.3) 04 CASE THAI PRECAST STONE_ OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE "ZORI AWAL A. 3"1.
<br />20-175
<br />EXISTING WALL ANCHORS SHALL SE LOAD ENOUGH TO REACH THE MAIN SMTAMURE BEHIND SUICH ....... A -owl W)NO-rmc m Oe-)"D-&nr
<br />AW-40FAM SHALUL K AS MENTIONED IN 8,1) AND IN 10.2) DROM ft:
<br />I
<br />V 1-11 imm 4 or is
<br />F`m9
<br />INSTALLATION DETAILS FOR REGULAR PANIEL In
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POUM CONCRETE
<br />CONCRETE BLOCK
<br />COkvtm A14CHM CONCRETE mxmm
<br />(SEE ScmEDuLE ON---, (SEE . Owl
<br />SHMS 9 THROUGH 10) SHEETS I THROVOM 10) Comm FOUM
<br />-4) -4) CONCRETE OR
<br />I COMM SLOW.
<br />REQUIRED
<br />/4 Ilr to
<br />MAX.
<br />I It
<br />E
<br />LP I It SH" 0 IMROL"IGm I
<br />-q)
<br />4/ow-few i/e.-Immor
<br />ve
<br />SEPARATION +..L
<br />to MASS TO GLASS6
<br />4(SEE
<br />EXISTING (SEE SCHOLUE V Mat. SCHED"
<br />ON SWEET 3)
<br />ON SHEET S) f PAmCL LIENGTH
<br />(W SCHEDULE LENGTH
<br />ON SHEET 3) PANL M-
<br />PANEL LENGTH
<br />CONCRETE ANCHORS L (SEE SCHIEDULIC (SEE SCHEDULE
<br />(SEE SCHEDULE ON _� I ON BMW 3) OR SHEET 3)
<br />SHEETS 9 TZ M 1;
<br />�x
<br />or
<br />MAX. I SON
<br />I OF v
<br />_V Vf*� 1
<br />0 �l TAX
<br />ED.
<br />A-A&
<br />2. MW®R Of-, L
<br />-,CAWLQ
<br />ow wm WSW we CONCRETE BLOCK CONCRETE ANCHORS
<br />Mo. a ------
<br />t REQUIRED (SEE =HOULE ON --------------
<br />hr.. IF ONLY WHEN Sam
<br />LEG LOCATION C"-w
<br />ARE USED & W/ Vol =CMCRM
<br />PANELVAn3
<br />ALTEFOATT CONC1i DOWFOR; CONCRETE C04CRElE MCHM AM USED. F&VUM.
<br />--&
<br />ANCHM CONCIIII am RMOM smomom w/ gw
<br />(SEE SCHORKE OR (SEE semocuut ON
<br />SHEETS 9 THROUGH 10) SHEETS; 0 Tim"Oum 10)
<br />BUILDi wAi& mama WALL WOUNM I RIPM AdOWIT
<br />'09
<br />SCALE 3,1111-
<br />A.
<br />FLORIM BUILDINWG CODE (Mm High Velocity Hurvicans Zonj
<br />mc. 24 IMAGE GALVANIZED STEEL STORM PANEL
<br />.44167 %
<br />ED. EDGE DISTANCE STATE 0 -C-C�t-_ GLOBAL PROTECTION PRODUCTS, Ur -
<br />SEE SCHEDULE ON TOP AT BOTTOM MOUNTINGS CAN BE 4m 111.10. A
<br />ftL IF..=
<br />SHEETS 9 & 10) COMBINED IN AMY WAY TO SUIT ANY
<br />INSTALLATION. zo ON)M-7M& Fft 054)Ul-VV 20-175
<br />owam
<br />ft
<br />eftn"Iml-J. im., P.IL
<br />67
<br />WOOD ANDM
<br />ISEE SO
<br />By
<br />OR
<br />ANCHORS
<br />I
<br />SCHOUILE ON
<br />SWEET 11)
<br />1/4'
<br />MAX.
<br />Mi
<br />T
<br />ON SHEET 3)
<br />A
<br />4-
<br />ALTERNATE WOOD ANDOCM
<br />(SEE SOWALE 04
<br />sHEET 11)
<br />WOW wizu-
<br />REOUNtED
<br />Wool) 44CHM
<br />(SEE SCHEDULE dk-
<br />sHm 11)
<br />-0 MAX,
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />or
<br />0 12 1/2- O.C�
<br />Wool) 2%e WOOD
<br />C; ROLARED
<br />f&WRM
<br />_2' Min-
<br />uff WOUNT1111110
<br />gummm sw
<br />SCALE 3/SW
<br />NOTE FOR COMBINATION OF SECTION&
<br />I . INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D
<br />TOP it BOTTOM MOUNTINGSi CAN BE DESIGN PRESSURE RATING (P.S.fj AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUfr ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2 FOR MEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS 70 BE SOUTHERN PIRE No 2, Al SPECIM
<br />DENSITY OF D_% OR EQUAL
<br />ALTERFATE LES
<br />N: So Al "i
<br />112-
<br />&c.
<br />V
<br />To
<br />-4-
<br />of 0 a Ilor aim
<br />Ifi
<br />4, PANEL LENGTH
<br />=an a (sur SCHEDIJUE
<br />ur,., ON RIM 3)
<br />RUELTMERNATNIMMKi
<br />se" 3/0-1-
<br />OF 11
<br />Mo.
<br />r I ===* Al
<br />_rDOO ANCHORS
<br />SEE SCHEDULE ON
<br />SHEET 11)
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<br />SHEET NO.
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