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<br />12'
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<br />12"
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<br />10,
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<br />N/A
<br />N/A
<br />12 1/2'
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<br />6 1/2.
<br />N/A
<br />4 $/2-
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<br />4 11r
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<br />9 Ilr
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<br />9 1/2-
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<br />12'
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<br />(SEE SECTIONS
<br />SECTION A -A 1-�
<br />N.T.S.
<br />mTu
<br />0(1) L+: WJIMUN ALLOWABLE PAND, WW" FOR A 000130 POWK A&IL 000 LOAD.
<br />L-: MAK ALLOWABLE PELOON FOR A AM 01101MITINIE &to =M LOAD.
<br />(2) TO ornmw4t mkwm PANEL Loaft
<br />CM04 A PO`ATAL ASA OEM LOAD, DETERMINE MAXIMUM FARM UDIM FROM SCHEDULE,
<br />GIVEN A LENGTH raw SCHMULL
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<br />AND %-'.
<br />(3) off SCHEDULE BOLDW FOR MIN. PAIR LENGTH MR POROSIN OUIROICATKIN.
<br />t 061ALLqmONS INTO WOOD ARE UNITED TO . ff W. MAX OLSAL DESIGN PRESIUME RATING
<br />9. 10 k If FOR MAX. A,10 "Oft LOAM Ak OIL PANEL U1100IMS FOR
<br />SPACER & N USED.
<br />FLORIDA BUILDING CODE (Wait High Velocity, Hurricane, Zoned
<br />.44167
<br />TARE OFIL�ECOIMe.GLOM
<br />42M IL"m mc.
<br />24 UK GALVANIZED STEEL STORM PANEL
<br />F.P.
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<br />PROTECTION PRWtXM LLC.
<br />ANN SA 1H vow
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<br />SWM NOTES
<br />MINA, A* UPE SBIRDI I ff-2
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<br />(C) ARMY
<br />1. STORM PANEL SHOW am THIS PRODUCT smummiom (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />AS 40ANUFACtURED W. PUILDEX, INC
<br />/4*0 TA/'DON ANCHORMA
<br />VAIN THE 2020 (7th EDITION) OF THE RDRIDA MUM CODE. THIS $FORM PANEL SMALL NOT BE METALLED AT HIGH
<br />014-10 PANKLMATE FEMALE 0 AND PM41MUE PLUS A?C"ORS. AS MAMMAMMED BY OM CONSTRUCTION PRODUCTS.
<br />VELOCITY KPIRICA169 ZONES (MIAMI-DACE / BROWARD COUNTIES).
<br />I/ef LAG SCAM PER N.O.S.
<br />MOON WIND LOADS SIOU BE OMRM1dM AS PER SECTION 1600 OF THE ABOVE MEA11101MED CODE. IN A BASIC WIND
<br />SPEED AS AEGUM BY THE AMINDC"Old VO4M STORM PANEL WILL BE INSTALLED. AND FOR A DPWCTMk%JrY FACTOR
<br />7/160 . 5/8* WOOD BUSHING. AS DVSTRWIM BY ALL POINT SCREW. BOLT & SPECIALTY
<br />KO-O.ft USING ASIDE 7-16 AND SHALL WO EXCEED THE MAXIMUM (A.S.D.) DOWN PRESSURE WINDS INDICATED ON SHICEM
<br />CA) MINIMUM WtMM PENETRATION INTO WOOD OF IAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PAMEUNAIE PLUS
<br />3. 9 THRU 12 At 17, 18.
<br />AND FAMMAIALE IVA" ID.
<br />IN ORDER TO VMW THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 $HAU. BE FIRST
<br />REDUCED TO &5.0 DESIGN PRESSURE FKTM SY MIATIKY11000 THEM BY 0.6 OF ORDC1t TO COMPARE THESE W1 MAX (A.S.O.)
<br />C.2) MINIMUM THREADED PENETIMNION 01 LAC SCREW. INTO THE WOOD FRAME UNIT SIMLL BE 1 1/2-. NO THINAM
<br />DOW PROSSIURE RATINGS INDICATED ON SHUTS 3. 9 PAR) 12 & 17. 1 IL
<br />PENEM411014 KM STUCCO SMALL K CONSIDERED AS PART Or THE FIMUIRM THREADED PENETRATION.
<br />IN Oil" TO VERIFY THIN ANCHORS ON THIS P.E.D. AS TES1ED WERE NOT OVER STAMM. A 331E INCREASE IN ALLOWABLE
<br />STMS MR WIND LOAD$ ON ADS USED IN THEIR ANALYSIL FASTENERS SPACING TO WOOD HAS SEEN DETERMINED 04
<br />C-3) MPAUM EDGE DISTANCE OF LAO SCAM. KID WOOD SMALL K AS NOICATUD 06 THIS GRAVING
<br />ACCORDONCt WITH N.D.S. 2018.
<br />STORM PANELS ADE)DUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VUW= IN ACCORDANCE WIN SECTION 1609.1.2 OF
<br />CA) MINIMUM PENETRATION OF W000 BUSING SHALL BE S16•. Ile 0-20 SCREWS USED IIHAUL BE 1 1/2" LONG MOWN
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH "WTI REPOTS POII AND #0219.02-09. AS
<br />SHOULD STUCCO owl No I' M1MN0Um MR WALLS WITH NO STUCCO.PER
<br />35lu 1 2-99 At ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH nARM REPIONIF #1123.01-10 AS PER
<br />TAS-201AND YAS-203 PROTOCOLS, AND AS PER CALCUILATIONS PERFORMED IN ACCORDANCE W1 SECTION1604 Of TIC
<br />C 3) ill CASE THAT PRECRIFT SIONE, OR PRECAST CONCRETEPANICS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />MORMA BUILDING; cam
<br />WALL. ANCHOPIS OWL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH PANELS.
<br />AN040PAQE SHALL BE AS MENTIONED Of CA). C.2) k CA)
<br />2 ALL ALUMNA DIFFUSION TO BE 6063-T9 ALLOY AND RkWER. (UNLESS OTHERWISE NOTED). SEE SMELT 2
<br />(0) ANCHORS SHALL K INSTALLED FOULDIRM ALL OF THE RECOMMO41GATIONS AND SPECjF1CAl1O`4S OF FINE ANC"WS W#JrACTUML
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURIES SHALL HAVE 3106-MI4 ALLOY
<br />6 PANELS MAY ALSO BE PWALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS "" ON SECTION I THROUGH 0 (SHEETS 4
<br />4. ALL STEEL SHELF METAL PANELS SHALL HAVE STRUCTURAL OLAUTY STEEL AM A-053 GRADE 80 LAWMAN, G-00 04VAIN2ED
<br />THROUGH 5) EXCEPT THAT HEADERS (D & % SMALL NOT BE USED.
<br />SIVIL DESIGNATION W/FY- 92.2 kNI (INTER MOLUDD).
<br />9. It SHALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHILITTIR 15 To K
<br />5. ALL SCREWS 10 OF STAINLESS STEEL 304 OR 316 #0 SERIES OFF CORROSION KIRSTANT COATED CARBON STEEL AS PER DIN
<br />ASS To MW PROPENE ANCHORAGE. DO SHLITTER SHALL ONLY K ATTACHED TO CONCRM BLOC( OR WOW FRAWNE
<br />SW;83W/ 30 kW HELD STRUCTH AND 90 Mai TENSILE StROOM AND SHALL COMPLY W/ FLORIDA INALDIC CUM SECTION
<br />,
<br />2411.3.3.4.
<br />10. EACH REGULAR STORY PANIC. WITH LENGTHS OVER W. AS PER SECTIONS 1. Z 4. 5, 6 AND ALTERNATIVES IW. 3W At 4W ON
<br />514MM 4. 5. 6 At 7 $RESPECTIVELY; SHALL HANT A LIG01111 MO RE40ILY VISIBLE MARKNO INSTRUCTINIG OWNER OR TENAW TO
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS SIM WITH M k2i MINIMUM YIELD STRENGTH.
<br />SECURE PANELS WITH APPLICABLE FIEWORCOMNIT DURING PERIODS OF HURRICANE WARNING.
<br />7. AN04M TO WALL. SHALL BE AS FOLLOWS:
<br />11. THE DWALLATION CONTRACTOR IS TO SEAL/CNALK ALL SHUTTER COMPONENT EDGES WHICH REIMAN N4 CONTINUOUS CONTACT WTH
<br />THE MAD"a TO Pft'Aw wvVv/Xfw4 wKitum
<br />(A) 1:11-awwrx POLOM
<br />114`0 TAPOOk ANCHORS AS MWALIFACTURED ITT I.T,W. 5U1UXX. INC. (Mn. 1-1-3192 P41)
<br />12. STORM PANEL PWAUATM 9WI COMPLY WITH SPECS INDICATED IN THIS GRIMM " MY BUILDING NO LO" REGULATIONS
<br />1/4• 0 716' CAUL -IN #X*M, AS MANUFACTURED By OINALT INC.
<br />PRONGED ITT THE AWSOCrON 11HERE FLOW IS APPLIED TO.
<br />1 /4# SOIL -SET ANCHORL AS INSTRIBILIFE0 By ALL POW SCREW. SOL7 & SPECIALTY CO.
<br />(w re-3000 P.0j.)
<br />13. (a) THIS PRODUCT 004.11ATION DOCUMENT (P.C.0) PREPARED gr THIS DrOmm IS GENERIC AND DOD HOT PROVIDE INFORMATION
<br />014- 10 PANELMATC FTIAIII 0 & PANELMATE PLUS MIC14M. AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PFKU[CF-, - WHERE THE SITE CONDITIONS OEMATIE FROM THE P.E-D.
<br />1/4"* ZAMAC NALIN ANCHORS. AS NIANUFACTUM BY DEWALT. INC.
<br />(b) CONTRACTOR TO BE MVOIME FOR THE SELECTION. RJACHASIE AND INSTALLATION WCLUDM Lin SAM OF INS PmooLx-T
<br />AL I) MINIMUM EMBEDMENT OF TAKOM ANCHORS INTO PORED CONCRETE SHALL K 1 3/4% 2* FOR ELCO PAMELMATE NO
<br />SAM ON THIS P.E.O. PRONGED HE/SHE DOES NOT DVAATIE FROM THE CONDITWAS DETAILED ON INS DOCUMIDIT.
<br />CONSTRUCTION SA" AT WE IS THE CONrWTOR`S RESPONSIBILITY.
<br />1 3/4' FOR ZAhMC MARM ANCHORIL
<br />A.2) CALK -IN & SOMA -SET ANCHORS WALL K EMKDOED 7/8- 01110 THE POURED CONCRETE. NO EMKDKW INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL K ONSDERED WILD, if MOOV;4D.
<br />STUCCO, SMALL BE KRIITTED. 1/4' 0-20 SCREWS USED DWI BE 1 1/2' LOW MINIMUM SHOULD STUCCO EAST,
<br />(d) SITE SPECIFIC PROJECTS 04ALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THFIDOM SCREWS W/O HEAD,
<br />DDINEOR OF WECORD ((QA=I;E0;1;&CW1=O WILL K RESPONSIBLE MR THE
<br />OUT WITH W%4 NUM
<br />PROPER USE Of THE PtD AS A DIELICATED ENGINEER TO THE
<br />P.E.D. ENGINEER. STALL SUBMIT TO INS LATTER THE SITE SPECIFIC OWMI40S FOR REVIEW.
<br />&3) IN CASE THAT PRECAST StOW- PRECAST CONCRETE PANELS, PAVERS. STUDCO OR WOOD BOARDS K FOUND ON THE
<br />EXISTING WALL OR RON, ANCHORS SMALL BE LONG MUCH TO REACH THE WA STRUCTURE 0090 SUCH PANMS.
<br />(a) THIS P.E.D. SHALL BEAR THE DATE AM ORDINAL SEAL AND SONATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL K AS MENTIONED ill M) AND IN A.2).
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(0) ULU= CONCRETE =
<br />14. SMUITER MARLWACTILIFIEWS LABEL SMALL BE LOCATED ON A READILY VOW LOCATION AT SIDAM
<br />!11/4" 0 TAPCOk AN04131111i AS MINIUKAMILONED BY I. 1. W. IIIUMLDEL INC.
<br />PANID. SHUTTER IN ACCORDANCE WITH SECTION 1700.9.2 Or FLORIDA 8ULDWG COOL OK LABEL
<br />SHILL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17069.3 Of THE
<br />1/A' 0 . 7/5* CNX-ft ANCHORS. AS MANUFACTURED BY DEWALT. INC.
<br />IDA BUILDING CODE.
<br />FLOR
<br />I/ef X 3/e SOLD -SET ANCNIORS. AS DISTRIBUTED BY ALL POW SCREW. 901.7 If SPECLALTY CO.
<br />114- 10 PAMELMATE FEMALE 10 AND PANCLIMIE PLUS ANCHORS. AS M~ACn)RM BY ELCO COR5rWKT10N p RINI
<br />1/4.. ZAMAC NALM ANCHORS, AS MANUFACTURED BY OIEWALT. PC
<br />ELI) M"" EUMM04 OF TOWN ANCHORS. OM PANUMATES AND ZAMAC MAIM AN"COND" Nro THE
<br />FLORIDA BUILDING CODE (Mon High Velocity N zarfs)]
<br />BLOCK UNIT SHALL BE 1 Ile
<br />cam
<br />IN %,44
<br />0.2) CALK - a SOLID -SET ANCHORS SHALL K EMBEDDED 7/ir IRO THE CONCRETE 0L= UNIT. No
<br />7 MIM. INC. 00.
<br />24 CAGE GALVANIZED STEEL $, PANEL
<br />STUODD SHALL BE PEINITTED Ile a-20 SCRM USED SMALL BE 1 1/2- LONG MINIMILAI SHOULD Dow.
<br />AM 11 SHANDY FOR WALL$ WITH NO STUCCO. %. STATE
<br />11LIEC0.11116 GLOBAL PROTIM11ON PRODUCTS. I.I.C. am
<br />. A
<br />00) ILW. SAW
<br />5.3) Of CASE THAT PRECAST STONE. OR PRM4ST CONCRETE PAN". STUCCO Oft WOW BOARDS BE i0RI MAN. P2 IZ.
<br />EXISTING WALL. ANCHORS SHALL BE LOW ENOUGH It) REACH THE MAIN STRUCTURE BEHIND SUCH .. now Aft (M.)M-vw 20-175
<br />AW-40RW %MLL BE AS MUMMO 0 0.1) AND IN 11.2). 014w".. ft. •
<br />1 4 1 001111 1 or to
<br />CONCRETE AICIIORS CONCRETE ANCHORS
<br />(SEE SCHEDULE ON SEE SCEDLRE ON
<br />SAILERS 0 THROUGH 10) MEETS 9 TNIOUOR so)
<br />+.Owe
<br />SEPARATION
<br />TO CLASS,BaWaV1A
<br />Gas I" I*&
<br />r-O
<br />BOWMAN
<br />4 J= -
<br />==U
<br />, I
<br />wpm
<br />mm am T-0
<br />vti��,o
<br />-1
<br />SCHEDULE
<br />v M.
<br />COTO
<br />: 04 SMPWM 3)
<br />1-
<br />CLASS
<br />ON SHEET 3)
<br />MCI. LENGTH
<br />(SEE sclemu
<br />Mal
<br />I ON SHIMIT 3)
<br />PM91. UDKITH
<br />CONCRETE ANCHORS.
<br />(SEE so"aw
<br />SHEETS 9 THROWN I
<br />ON SHEET 3)
<br />or IL
<br />-114
<br />I
<br />(D
<br />F-P.
<br />OF 'V
<br />MAX
<br />Ub
<br />CONCRETE
<br />fir as
<br />wlw= Raw we
<br />CONCRETE BLOCK
<br />WMNATION
<br />ALTERNATE COMMIT_
<br />INORED COMORM
<br />ANCHORS
<br />(Oft SO4EWU
<br />CONCRETE OLD" F4E*UWU.
<br />smu79 0 THROUGHON
<br />10)
<br />SCHEDULE ON
<br />SHEETS I THROUGH 10)
<br />BUILE10
<br />kdOUNTM
<br />jacmum-1
<br />WALE 3/11-1-
<br />W"
<br />SECTHM 2
<br />WALE 3/8-t-
<br />ED. - ROGE DISTANCE NOTE � OOMB94ATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 0 & 10) COMBINED IN ANY WAY TO SUIT AW
<br />INSTALLATION,
<br />NammwOS7i l -U3
<br />MUORM.
<br />3owW Inn
<br />ANCHOR$ ;111111A
<br />PANEL LENGTH
<br />( SCHEDULE
<br />ON "LET 3)
<br />CONCRETE ANCHORS 1
<br />0 1HEIOU0IN to
<br />IT CALK WHEN SOUID
<br />ARE USED & IN WHEN
<br />PANEUMATIVII Oft BLOCK
<br />ARE USED. woum.
<br />Cl)
<br />-Cu
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<br />CD-
<br />C0
<br />0
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<br />-6-0
<br />CIO
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<br />0
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<br />0
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<br />u-
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<br />0 0
<br />INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL Q
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES r, INSTALLATION DETAILS FOR REGULAR PANEL nwNTO WOOD
<br />ALTERNATE CONCRETE ANCHORS; To GLASS.
<br />LOCATION -an SCHEDULE ON (SEE SCHEDUILE ALTERNATE LEO
<br />ON sw 3) MONTION
<br />Cowcmm ANCHOR; SHEET 11) 0 6 I/C ox, 4%r
<br />DusTpa Ram COCK11- awm."W-
<br />OR CONCRETE BLOCKtrN BEAM (SEE TxHED1AE castiffs pouivo cofowsx- gem a Dow" ADEQUACY Of DMUSTM WOOD
<br />SHEETS f 11NROLgN 10 OR CONCRETE BLOCK I - / Cn -4-0 REGUNIIED. SEAM M BE CERTIFIED fif
<br />r-L.G.% TION 4
<br />WOOD ANCHORS I , - - -
<br />CONCRETE ME SCHEDULE RM I-AZY (SR - - --- V- I .. �J L . -0.. �Z-4� ON 11-FOR INSIALLA110N. ALTERNATE WOOD, ANCH� 111* LAW
<br />DUSTM POUNIM REQUIRED. TOMMIE Us 11%1% / \ -1 i FIN
<br />CONCRETE ANCHORS Wm F
<br />SHEM 9 INSIOUGN ANCHORIS
<br />SHEET 11) CA CD
<br />1 SCHEDULE (SIDE SCHEDULE
<br />SPACIR 11) WILET I Tj ;ad" 1& .4 W/ Mul
<br />Iff
<br />Ile MR 0-1
<br />Ile
<br />"A. MAX x
<br />4\ . LENGTH
<br />T -------- I Is I/r a"t 10� EO
<br />(Tiff wiwm ON
<br />SHEM 9 THROUGH 10) MAX.--
<br />->< ------- F
<br />qy- =00" � -1�
<br />ED "?v
<br />-v
<br />PANEL LENGTH
<br />ANCHORS
<br />I' MAX. LONG ALUISNUM SPACERS 0 12 1/2' 1 It BUDD(SEE wwum
<br />(Sm scmum D.C. (SEE TABLE #1 Ck MEET 11)
<br />I kok NOTE - BELOW FOR LOWAT*d MR CIO
<br />'FjE> I v �. I M/2' LOW SLEEVES. >
<br />rw PANEL UDIM
<br />At ii,J`iJl ro OIL SHEETS TIM GLABLOff
<br />TO GLASS. 9 k to ON SKU 3) PANEL LEMOTH ON OW 3) 1 -RAND. ANTE FEMALE to OR PANEL MATE . I L win. SEPARATION 0
<br />SCHIDILE I ON SHEET 3) SPACCR PUS (sa ScHmu ON SHEET 11) ON SHEET 3) to Cl/SS. MAX
<br />v N- VA - I : I
<br />PANEL LEVOIN SLEET reio - � =-- -- / PANEL. LENGTH
<br />wie.66ixx r SCHMM (SEE $040" (Sm ScHEMULE
<br />v I,. -Ze I I 'Ik r. (SEE SCHEDULE ON SLEET 3)
<br />ON sw 3)
<br />A,,INaaK =Jw Mi.. I fm . =41 v ►6AX
<br />(SEE SCHEDULE
<br />ON SHEEI 3) (SEE SCHEDULE: Av o-
<br />($ff ScHmAx pma LENGTH 9:1. NOW[. SEPARATION 2 1
<br />4 TO CLAN. PANEL LOOM ON SMIDET 3)
<br />`fii
<br />- -- --- --I ON ow 3) PLATE REQUAW (SEE &CHIMIAX
<br />To -,,L E
<br />ON BEET 3)
<br />(SEE SCHEDULE pwCT MOUNT W/ SPACER
<br />ALTERNATIVE 2W
<br />IF ON SHEET 3)
<br />OF 'L OF
<br />= L �V P3
<br />OF
<br />1 -0-0
<br />MOX, I SCALE 3/0-1* MAX
<br />10 MOL
<br />BOX ul
<br />I SEE TABLE
<br />SPACER-_ !tOx , 01 ON SHEET I I FOR MAX, PANEL LENGTHIS k
<br />B, Fix OQ LDWH OF *L t-. eta 1/2 D.C. MAX. A.S.6 DESON MOMS FOR THIS INWAUATNON.
<br />MAX. OF -V ED
<br />L A vr MAX /2- D.C. 0 12
<br />0
<br />10
<br />T
<br />0 12 1/2- O.0
<br />s CONCRETE ANOMORS I IF Q6
<br />sr
<br />CONCRETE
<br />=T- (Set son" ON L I IF ANCHORS
<br />to El, or WALL ON SUS SHmm 9 THIMUO" 10) SHOM 9 THROUGH TOY 2 1/17 LOW MA3L ALUMINUM STAGKW= STUO, SAAW a wa K I I/r ulms W.
<br />G FIGURED 1L. I I
<br />Erg wx= Como") VALID FOR
<br />SPACERS * WAROC. t--
<br />PANEL (SEE SCHEDULE ON
<br />SHEET 11) (qww"Amm a 10 A dw Mo TURNING!@ Off" lw-r 2%e sm
<br />CONNOSIEVE REQUIRED. Off CONCRETE BLOCK 19 111MUNRIED DOO MOO"
<br />Imm I" Am REQUIRED
<br />ENISIM POLM CONCRETE- LEMOTHS Put SHEIT 1 2%4' WOOD _4) *mm �
<br />ARRAW 0 AM RA %M=fr A.
<br />OAW" WOOD Ame"m Fsu SCHEDULE ON
<br />SHErt 11) f-AlCOMN I;
<br />L 1; WI/X2' Iff (WITA"OUS PLATE REQUIRED ANCHOWS
<br />SHErmT3 1 10) WOOD STUD I- MR. SWAROM IS GUAM WINOM (9) $MMM Mo Tom copmaw Im, ovpitL NOR PME a am 4"
<br />94EM 9 k 10.) ON WAURM PARL WIFE KIND OWL K WOOD MINIMUM At 4 1/4'
<br />M wal-O w1W it) 0 A memo PAN It fIr 04 WNW *in= am
<br />INUT 4
<br />CELM Amn MOUNTING Bun nZW VAMUC (1) womm MD an"
<br />WALL WOUNTIM ANNEr-T MM W/SPACERSMOR mum 0 *ft -m P.I. (1) MAL 34 ONE PAMIL. UPMFAH 4 MINING, 10 W AT ANY OMM 0)
<br />= mmmma FARM w� Na LDWHS UDC ON
<br />3EL'n[K -4 V GG MINIMUM WHARF FARM. LOWN 0 SORT II]L
<br />SCALE 3/4-1- WALL Mor4wlqzwp MOUMT Llkm MOUNTING WILDA MOUNrTm CIO
<br />a C:L "I iirw Wumm MIA = ON ALTKrAATI1fE 3W
<br />IN, SCALE 3/8-l' U= ALTERHAD01 4W
<br />ALWBrJ =1W 3 As Doom Or AM SO" 3/6-1- WALE 3/8-1- m
<br />SCALE 'A". (4) sawAsm WAD OILY roe sm C-lims swwm 40 THE Norm ' I OF THE FLORIDA
<br />2 0 3 pot AM 1 8101.0" am A.
<br />w
<br />FLORIDA BUILDING CODE (Nm Mftgh V#Iocfffty Nu Zone)O. 44167
<br />rp FLORIDAFLMDA BUILDING CODE (Mon N019h Val" HWu cam Zone NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. ILAWDA BUILDING CODE (Man High Voloc"y Hurricane Zmj
<br />NOTE FOR 1. INSTALLATION ARE ONLY V910 FOR MAX. kS.D. i am "Llm W. F.P. <
<br />sIMM, ILIM L TLNM W, rp. TOP k BOTTOM MOLWINIGS CAN BE TE or mumm, ft
<br />40.44157 24 GAGE GALVANIZED STEEL STORM PANEL NO. 44167 24 BASE GALVANIZED STEEL STORM PANEL DESIGN Z%M4MXG ..%AND PANEL LENGTHS 24 GAME GALVANIZED STEEL smw PANEL
<br />DOM mr, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS DUN on COMBLINIED IN ANY WAY TO SUIT ANY AS PER
<br />NOTE FOR NATION Of SIECTIONS: Tt IT, IT am/no * . j SHEET
<br />ED. EDOIE OWANIM .4 STATE 0 INe.GLOM MONCIM PRODUCTS, U.C. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDMES ON SHEET 3 (EXCEPT FOR 0/p/ma INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11LIECO..../� z
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTMS CAN BE INSTALLATION. ML. MEMKRS TO BE SOUTHERN PINE No 2. Wif SPECIFIC ma
<br />Oft COMBINED IN ANY WAY TO SUIT AM' ALTERNATE 2W) GLOBAL WMICTIGIN PROWIM. UZ. PROTECTION PRODUCTS, U.C.LLC.
<br />4 awm FL 13814 20-173 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD to IrTI •MTEC 0�..r 4100 SIV. s, ow DENSITY OF OM OR EQUAL ow Z.
<br />m S.W. a S"mf
<br />00L P. 3XVIA
<br />Tuff�� eamcgpow
<br />OLE V.t-JxL I=1 ONW. FIL =3 0
<br />COMBINED 01 ANY WAY TO SUIT ANT' -%'77- "am of"pumi-Imi, OL. "I"pa-aw Amm, ON)aff-aft Oft (w)"o-psy 20-175 a m ft, go MOIL 111041181111-744L FAIII RN)$W_VWF 20-175
<br />SHEETS 9 10) �W�. '. as
<br />INSTALLATION. - IN•
<br />00 MEMBERS TO K SOUTHERN PINE No 2. Wl SPECIFIC CA -am <
<br />ALU? A, N i DENSITY OF 0.55_OR EOLLAL W&M A. "m PL aft'vewwo/mars imm 7 Or
<br />Ift w, P.E.PZ. PL
<br />A= 0 w is 2.
<br />I
<br />SHEET NO.
<br />SH 1.3
<br />
|