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<br />1I4-10 PANELMATE P�,US '1.-10 PANF7_WIE PLA 1
<br />O 6 I/4. O.C. W/f 7/A" O 6 I/4' OC W/I 7/6• I
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<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH
<br />ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO
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<br />No 44167 °t0'0 "NCO "K 20 GAGE GALVANIZED STEEL STORY PANEL oA p,
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<br />OPONND &WAYS M PRON%OCO w/
<br />ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN
<br />E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM
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<br />NOTES_J
<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
<br />a• 11 `Y. k A; T!0 jl
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<br />'A.FSSION L �C
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<br />SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW
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<br />INTERIOR PANELS _ ---'- -
<br />___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI
<br />OPF .1 S1W1 NWAYS M 1]AOVIDED w
<br />�pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU
<br />R OTTEH63ED TO BE NSTALED FROM
<br />E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE
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<br />0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H
<br />nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG
<br />7 Al TTOM W P MAT S
<br />FXJ ! ANEL E
<br />(2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF
<br />N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS
<br />516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37'
<br />WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I
<br />DESCRIBED oN NOTE (3) ELOW).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT
<br />,��TT U1 P T
<br />V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1
<br />S41AL BE PROVIDED AT TOP OF SUCH PANELS
<br />(a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY
<br />W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL
<br />MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$
<br />NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED
<br />r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE
<br />'9A. THOR OVERLAPS RETAINED BY 2 .
<br />/ ''EG
<br />FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone
<br />• £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I
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<br />Pou CONCRETE POURED CONCRETE
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<br />O 6 1/4. 0C (REYN1D)
<br />FOORM CONCRETE POIWCI CONC'REIE
<br />OR COWRE'E BLOr•K OR CONCRrTE BLOCK
<br />REWIRED REOUIREO
<br />WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION
<br />SECTION 5A SECTION SB
<br />O REGULAR PANEL O LIFE�_XIFETY_p NEL
<br />...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I"
<br />SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _
<br />4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _
<br />FRAE WALOR4 leA WItINII RMCaO (W - 3 3
<br />YNML./ NKHOR SPALIM'A ANO M1MWW
<br />€DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3
<br />SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A --
<br />SCNEOUIE Rm,KE .H+CIIM SPNCNMG n
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<br />N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011
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<br />No.44167
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<br />G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy
<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
<br />N PR
<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
<br />ED E 2 2
<br />4'1NT H q
<br />ENCODE 3 O ANC 0 $.
<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
<br />M P T F • 1 F T
<br />STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I
<br />ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF
<br />11 11 + 1 THE R L I ITY T -
<br />TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T
<br />E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A
<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
<br />TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K
<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
<br />OM IH H' TR 1R
<br />FR E N51Uf b S UtTI E.
<br />, 1 r Wb1 THE 1 Ir
<br />ON AC BII LDMC ) PRkITNi HAND N TRU R
<br />RN M SIGN. G JI K AN TRACILE. Au AA tNU F U'
<br />H ENCTN / 0 STl1. SHUrtER UL ,l
<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
<br />it NIA i P F tl
<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
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<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
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<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATJ•QH
<br />ALION,i YE..6AW 1I. HT'11"'d ALTERNATIVE BRIO
<br />O REGULAR PANEL s �iccR......L11�� ,� �E SAFETY PANEL
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<br />• LAST PANn 0 TO BE NSTAULD AT EACH
<br />OPONND &WAYS M PRON%OCO w/
<br />ICAL ELEVATION FORS TEAR NM4xt to 114WIME KS.µ pN
<br />E-2 H NG STORM PANEL ,.1 S� I HTtNDm TG IS NOAUav FROM
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<br />NOTES_J
<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
<br />a• 11 `Y. k A; T!0 jl
<br />: ..- ��CENSL-'
<br />No. 4 167
<br />* Q
<br />n', STAT OF
<br />- ,,r FIO LOP .
<br />'A.FSSION L �C
<br />ArrrAt.Ill MO"'
<br />3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I
<br />1' MN. cow.wIE •WONX13 P L n, 3' YP.
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<br />SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW
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<br />Y BF� D .-1J- •. _-__~•-• (ALit1NM1I LOC 71bM
<br />Aµ AT ENO 11A. A
<br />AT ECHO OR , 1/7 1 I/1'- )
<br />INTERIOR PANELS _ ---'- -
<br />___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI
<br />OPF .1 S1W1 NWAYS M 1]AOVIDED w
<br />�pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU
<br />R OTTEH63ED TO BE NSTALED FROM
<br />E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE
<br />SGLF 3/J2• - I•
<br />�,/4- Mw CM 114• Ib.- GAP-jg
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<br />AI LI,D PAIR15) I
<br />VM - $DALE 3/32• - I-
<br />0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H
<br />nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG
<br />7 Al TTOM W P MAT S
<br />FXJ ! ANEL E
<br />(2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF
<br />N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS
<br />516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37'
<br />WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I
<br />DESCRIBED oN NOTE (3) ELOW).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT
<br />,��TT U1 P T
<br />V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1
<br />S41AL BE PROVIDED AT TOP OF SUCH PANELS
<br />(a), FOR INSTALLATIONS WHEN END PANRBjEE'CL_}}S AND SOME NIERICA PANTS ARE DIRECTLY
<br />W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL
<br />MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$
<br />NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED
<br />r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE
<br />'9A. THOR OVERLAPS RETAINED BY 2 .
<br />/ ''EG
<br />FLORIDA BUILDING CODE (NI h Velocity NUT Icon* Zone
<br />• £ Tame TERM INe I 20 GAGE GALVANIZED STEEL STORM PANE[. to 1. I
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<br />Pou CONCRETE POURED CONCRETE
<br />OR CONCRETE BLDGX OR CONCNLIL FA K
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<br />/6'4 5/32' WINO NN WASHER y/6"a . 3/32' WING NUT WA IK"
<br />O 6 1/4. 0C (REYN1D)
<br />FOORM CONCRETE POIWCI CONC'REIE
<br />OR COWRE'E BLOr•K OR CONCRrTE BLOCK
<br />REWIRED REOUIREO
<br />WALL MOUNTING 1NSIALLAI M YlALL MOUNTING INSTALLATION
<br />SECTION 5A SECTION SB
<br />O REGULAR PANEL O LIFE�_XIFETY_p NEL
<br />...i, I/.-:.," ,II.111111.1 IUN 11- 1./N•-I"
<br />SNI SHRZT to • p0 TIO .AGARS OWE • .__ 7YP[ _ � "W . _ _
<br />4w:+NG FOR IIgfMUTOM Wra WOOD .�_-„- _
<br />FRAE WALOR4 leA WItINII RMCaO (W - 3 3
<br />YNML./ NKHOR SPALIM'A ANO M1MWW
<br />€DGE DISTANCE ARE H(RAim ON MICA I--- 6NINEr (k) -3 � 3
<br />SCHEMAI TOP E D. LESS TAN ont iF77 ON PP — I- Sew 0.) �� i � A --
<br />SCNEOUIE Rm,KE .H+CIIM SPNCNMG n
<br />ALSIft rA
<br />N,ATo* FOc SPACING CTURS M CTHIS GBZ OLM9/J 1PL.T011
<br />O•' R r TRNG r .roe THIS
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<br />a�_ •'' �)CENS�L •.,9
<br />No.44167
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<br />P.E. st L o 411F,,%/LV.TE---
<br />FLORIDA BUILDING CODE HI h Velocity Hurricane Zon
<br />.=a nOmv, ..: 1 20 GAGE GALVANIZED STEEL STORM PANEL f °
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<br />.. h:• 4n. r .11r.1Y w s r-is�r•-"--1- a PIYWIIf• N.
<br />G N au NOTES• V I ID IfA�' crOEZ P FI cvcTcy
<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
<br />N PR
<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
<br />ED E 2 2
<br />4'1NT H q
<br />ENCODE 3 O ANC 0 $.
<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
<br />M P T F • 1 F T
<br />STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I
<br />ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF
<br />11 11 + 1 THE R L I ITY T -
<br />TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T
<br />E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A
<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
<br />TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K
<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
<br />OM IH H' TR 1R
<br />FR E N51Uf b S UtTI E.
<br />, 1 r Wb1 THE 1 Ir
<br />ON AC BII LDMC ) PRkITNi HAND N TRU R
<br />RN M SIGN. G JI K AN TRACILE. Au AA tNU F U'
<br />H ENCTN / 0 STl1. SHUrtER UL ,l
<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
<br />it NIA i P F tl
<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
<br />A
<br />( IO_.C615iD6N::_
<br />) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP
<br />RD T p
<br />- 4 N IT 1
<br />RCLO THAN FNtL PORED rt
<br />I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T
<br />BL 3 wI
<br />( P )
<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
<br />A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5�
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<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
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<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
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<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
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<br />W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL
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<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
<br />N PR
<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
<br />ED E 2 2
<br />4'1NT H q
<br />ENCODE 3 O ANC 0 $.
<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
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<br />ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF
<br />11 11 + 1 THE R L I ITY T -
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<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
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<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
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<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
<br />it NIA i P F tl
<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
<br />A
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<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
<br />A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5�
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',,
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<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
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<br />WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I
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<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT
<br />,��TT U1 P T
<br />V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1
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<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
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<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
<br />ED E 2 2
<br />4'1NT H q
<br />ENCODE 3 O ANC 0 $.
<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
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<br />STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I
<br />ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF
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<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
<br />TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K
<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
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<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
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<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
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<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
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<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
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<br />(2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF
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<br />516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37'
<br />WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I
<br />DESCRIBED oN NOTE (3) ELOW).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT
<br />,��TT U1 P T
<br />V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1
<br />S41AL BE PROVIDED AT TOP OF SUCH PANELS
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<br />W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL
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<br />NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED
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<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
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<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
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<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
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<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
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<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
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<br />STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I
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<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
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<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
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<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
<br />A
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<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
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<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
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<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
<br />N PR
<br />t)E31G ESS JRC RATINGS INDICANT ON SH CTS 5 k B.
<br />ED E 2 2
<br />4'1NT H q
<br />ENCODE 3 O ANC 0 $.
<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
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<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
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<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
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<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
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<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
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<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
<br />A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5�
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',,
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<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
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<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
<br />TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K
<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
<br />OM IH H' TR 1R
<br />FR E N51Uf b S UtTI E.
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<br />RN M SIGN. G JI K AN TRACILE. Au AA tNU F U'
<br />H ENCTN / 0 STl1. SHUrtER UL ,l
<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
<br />it NIA i P F tl
<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
<br />A
<br />( IO_.C615iD6N::_
<br />) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP
<br />RD T p
<br />- 4 N IT 1
<br />RCLO THAN FNtL PORED rt
<br />I • lA1xC0 ANCHORS AS MANUFACTURED BY W INDEX INC. MIN YC• 19T
<br />BL 3 wI
<br />( P )
<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
<br />A3) IN CAU THAT PRECAST STONE, PRECAST COIICJTRTE PANCLS, OR PAVERS BE FOUND ON ,If EXISTING WALL OR ,L QI, ""-- ' Z,, 5�
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL a{ �:''•\(CENS, --. �y'',,
<br />Bf A5 MENTNED M A.1) AND IN A.2). - No. 44167 g
<br />(B) TD..EXD.TLtiG.CANGREI.E_jIU&!�_B!6lL ' * : * i Yr '
<br />-- 1/4. 6 TAPCON ANCHORS AS MANUFACIURED BY tl* BULGE%, INc F-LORIDA BUILDING CODE (HI h Velocity Hurricone Zone)
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<br />NOTES_J
<br />(1) OT.(k(Q)ON,,.OF %ftS__20DG E - / ] NC STORM PANEL SYSTEM CONvS1fW OF PANEL
<br />Cont. TRACKS TOP A BOTTOM.
<br />(3). fNNO PANEls SHALL AwAYS 13 cCNNEcrfD iG BOnoM 1RACM OTHE77WISE A STOP BAR
<br />(b, SHAL BE PROVtpED AT SOP OF SUCH PANELS.
<br />(3) IF END PANELS ARE CONNECT€D 10 BOTTOM TRACK, CONNECTION SHALT. COIVSI Of
<br />1/4.6-70.1/4` M.S. W/ 7/B 6.1/32' WING NUT OR I/4'0X3/4" MIN. SHUUMCREW
<br />INTO TAPPED BOTTOM CRACK LOCATION OF FASTENERS MAY RE Al EITHER Or TWO
<br />EXTERIOR FLAT MNGfS OF END PANEL
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM III (i.e. A STOP BAR
<br />K ONLY LS_ AT TOP) AC LEAST TWO PANELS $TALL BE CONNECTED TO 901T0M TRACK
<br />USING SPECS INOICAtEp ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAT OCCUR At ANY PMEL LOCATION.
<br />(5) SEE SECTION V, 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� .•
<br />a• 11 `Y. k A; T!0 jl
<br />: ..- ��CENSL-'
<br />No. 4 167
<br />* Q
<br />n', STAT OF
<br />- ,,r FIO LOP .
<br />'A.FSSION L �C
<br />ArrrAt.Ill MO"'
<br />3• III" 2'/24 I'/24 1/ A S OAR, V7Ary[� �CS)IsI MOTt 3 en Don I
<br />1' MN. cow.wIE •WONX13 P L n, 3' YP.
<br />(Ax 1pEDLEI PW SEH a6) _-_"{I -i 1. 1(
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<br />SEE IA 4 BUAW ISfY 4 � � � � >EkF ND7E a. 3, . HALLOW
<br />...._. _.I _ I. .....• I. I _. • _ .�4 • `�+ % !4W'9IGTINS / 1
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<br />Aµ AT ENO 11A. A
<br />AT ECHO OR , 1/7 1 I/1'- )
<br />INTERIOR PANELS _ ---'- -
<br />___It---.-� > LAST PAMCI ® 10 pE PRSTALEp AT fACHI
<br />OPF .1 S1W1 NWAYS M 1]AOVIDED w
<br />�pICAL ELEVATION f9 Z000 REAR NU,D X TO EACNUTE XES KU
<br />R OTTEH63ED TO BE NSTALED FROM
<br />E-2.._ &MIDL.-STOB1d PANEL (1 S, Hsloc or STRUCTURE
<br />SGLF 3/J2• - I•
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<br />0I CCIRAIT yr Of SL 1Fc__I()gD. L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL H
<br />nl TRACKS At TOP k PANELUAIE PLUS OR 15' LONG
<br />7 Al TTOM W P MAT S
<br />FXJ ! ANEL E
<br />(2). END PANEIS SHAL3 ALWAYS BE CONNECTED TO EXI -,. SR -I WNL RY MEANS OF
<br />N LLIATES OR, II' USED H I.T W/ 15' LONG IZ) rRG1CK AT W"C", END PANELS
<br />516W. BE CONNECTED TO W/ 1/:6-aDXS/4'T1/� w� 7/ 3/37'
<br />WING NUT OR 1/4'6-20X3 Kin. HUM85CRF INTO TAP ED (EXCEPT AS I
<br />DESCRIBED oN NOTE (3) ELOW).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IV LONG (F11 AT
<br />,��TT U1 P T
<br />V B ENO ANEtS ARE NO CONNECTED TO BOTTOM BALM 7 . STOP 8M 1
<br />S41AL BE PROVIDED AT TOP OF SUCH PANELS
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<br />W Y1WO PPAWIjH�4 5YFOOLLOW1NG SPACNINNC; BSNOWN On FCLFFVA IONO AND WTgACK1 OE//2AL
<br />MITI. EDGE DISTANCE. FOR THIS GA.4�, INTEROR PANEL USED .R)I�1TLY Yif ODE$
<br />NOT NEED IO BE CONNECTED TO (L] BY µY MEANS TRACK C2) SHAI1 IN5TALLED
<br />r SUCH THAT ADJACENT PANELS ( f tEFT A, RIGHT SIDE OF it TEMOR Pµ EL) HAVE
<br />'9A. THOR OVERLAPS RETAINED BY 2 .
<br />/ ''EG
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<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
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<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
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<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
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<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
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<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
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<br />I E-I HANG STORM PANEL SHOWN ON THIS PRODUCI EVAIIATION DOCUMENT (P.C.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM FMCIEDUrNt OF 1APCON ANCHORS µD PANELMATE rrMA£ IE1 6 PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA WIUXNG CODE BLOCK $HALL BE 1 1/4"
<br />DESIGN WND LOADS SHALL BE DE?ERMMED AS PER SECTION 16200E 114E ABOVF MF'NIIOWD COOS, B.2) MINIMUM LUWDMENT OF 1/4'e X 7/6 CALK -IN ANCHORS SNAL BL IS 7/B• INTO CONCRETE
<br />A P A R F TH R N N W
<br />FOR WINDS CEO 5 £QVI CD BY E JU ISOKTO HERE THCS[ 5HUTiCRS WILL BE IN$fALLEpo AND NO EMBfpMEM INTO ANY FINISH NAtERNL $HNL BC PERMITTED
<br />FOR A MRECTONALICY FACTOR Kor0.65. USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM (ASD,) 1/4' 6-20 SS SIDEWALK BOLTS- USED SFWL BE LONG ENOUGN(SHOLAD ANY FINISH MATrWAL EXIST) TO
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<br />IN ORDER f0 VERIFY ME ABODE CONprt10N, ULTIMATE ➢E31GN WINO LADS DEtERMWEO PER ASCE 7-itl
<br />SHALL BC FIRST RLDUCCD TO AS.1) DESIGN WIND LLWJS BY MUL11PLYINC THEM BY 06 IN ORDER TO 5.3) IN CASE TH47 PRECAST STCNE, OR PRECAST CONCTEET£ PANELS BE POUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 25, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHWL Bt AS MFNTIONED IN B.1) AND R1 B.2)
<br />IN ORDER ILL VERIFI' THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS 1ESTED WERE NOT OVER STRESSED, A -13R INCREASE
<br />IN ALLO Sl R N i TN T [
<br />VIABLE RCS$ AN WI C LOADS WAS )LOLL v5ED N CR ANA.Y$IS FASTENER$ SPACING D WOOD NA_ SEEN
<br />OEIFRMINED IN ACCORDANCE WfrM NO.S. 2015. (f:) AMANUFFA SHALL 8E INSfALLLC FOI LOWING ALl Oi THE RECOMMENOATbNS µp SPEGIFICI.TIONS GF CHL ANCHOR'S
<br />MANUI'ACTUREA.
<br />M P T F • 1 F T
<br />STOR ANEL $ OUAC OR IMV Af, ANO A.IGVr RESISTA 1 N PIH IN A S A N I
<br />ADE NCE IFS BEE VE EU CCORCw4CE WITH _LC 0 6T.6 OF
<br />11 11 + 1 THE R L I ITY T -
<br />TN TI PFA r � r .iHw BE ESPONS L (x ,ON ^Toe r R7PY T
<br />E ABOVf M CODE A5 _ ENESTRATION TF$irNG R P ttl TA.'-' 1 9 HE C ORAL. 0 SH HE SOU ONLY B OF U R RE T7 A
<br />EN OMED LABORAT➢frW, NC. REPO. / 2052. A5 RO CONS 4 ID THE STA CTU E ERf SHU L
<br />TANS-20T AND tA$-203. IS TO BE A774CNFD N RNSUAE PROPER ANCNORAC.E MI5 SNVTT[N SHJLLI IINLY BE APACHCO TD CONCRETE, BI.FX'K
<br />OR WOOD FRUE BUILDINGS
<br />2 rM5 SYSTEM HAS BEEN DESIGNED i0 BE MSTALLCD ON T11E Ot175IDE Of THE OPETIRtG ACCESSING THE OPENING FROM iHF
<br />:NSIM W/O t E USE OF A LADDER OR LIFT THIS AIPtoi 15 VAO WNFN INSTALLATION IS INTENOCD TO 8£ PERFORME➢ 12 THE INS.TALLATN)N CONTRACTOR IS 70 SEAL/CAULK AL SHUFIEI2 COMPONENT MCLS WHICH REMAIN M CONTINUOUS
<br />OM IH H' TR 1R
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<br />RN M SIGN. G JI K AN TRACILE. Au AA tNU F U'
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<br />3. SEFOIS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DU/BLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED !e BE
<br />PERFORMED FROM THE. INSIDE OP STRUCTURE 13 STORM PANEL INSTALLATION SNAI COU�NT R6rH. SPECS INDICATED IN MIS DRAWING PLUS ANY SUIIOINC ANT] IONINC
<br />RCGUATONS PROVIDED BY THE JURISDICTION WHERE PTAMIT IS APPLIED t0
<br />4, SERIES 2000 INSIALLAION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORpONIAt. SLIDERS STYLE WINLNJW5 WHEN
<br />it NIA i P F tl
<br />INSTNU ON 5 REOI CO 0 BE ERitNRMED ROM THE ASIDE OF SIRLICTl1RE. ATRIUM WINDOW$ AND DOORS, INC. E - 2 HANG STORK PANEL SYSTEM^' 15 PA71Nr PdONO
<br />5. AL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. ID) THIS PRODUCT EVALATON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENENK AND DOES NOT PHOAAOI:
<br />INFORMATION FOR A SRC SPLCIrK. PROJECT; Le. WHERE THE SITE CONDRIONS DEVIATE FROM THE P_L0.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW,I. HAVE 3105-H,4 ALSYI'.
<br />(6) CONTAIIGTOR CO BE RESPON$IBIF FOR THE SCltC7lON, PVRCr4ESF ANU INStAUTON INCEUDRNG LRE SAFETY OF
<br />7. ALL STEEL SHEET MEIA PANELS SHALL HAVE STRUCTURAL OUAU7Y STEEL, ASIM A-653 GRADE SD Min., CAVMRZEO STEEL TH6 PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE D'OE5 NOT DElRA1L FROM THE CONDITIONS OETALED ON
<br />DESIGNATION W/Fy- M5 kei (AFTER ROL.LED). THIS DOCUMENT CONSTRUCTION SAFETY AT VIE IS THE CONTRACTOP'S R(SpooMi IU7Y.
<br />B AL SCREWS TO BF STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT U041ED CARBON STEEL AS PER DIN (t) THIS PRODUCT VIALLIATTON DOCUMENT WILL BE CON510ERED tNVAD IF MODIFIED.
<br />50018 W/ 50 A.; YIELD STRENGTH AND 90 Xe: 'ENSILE STRENGTH k SHALL COMPLY W/ ELORIDA DVA.TANG CODE SECTION 241 I.3.3.4
<br />I9 IF
<br />SITE SPEC k PROJECT$ SHALL ESL PR PARE Y F D RC
<br />,) E U B A R M011 0R3TEREA ENGINEER OR AACNIITCT WHICH CULL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZE➢ STEEL, OR NSI 304 SEINES STANLE.8S STEEL. Wi7H 36 kv MINIMUM VIELD STRENGTH BECOME rHE ET.GINCER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER
<br />USE OF PRE R.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED rW4NEER TO THE P.E.D. ENGINEER• SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LAFTLR THE SITE SPEcinc DRAWINGS FOR. RMw
<br />A
<br />( IO_.C615iD6N::_
<br />) P9LLBLD"F`�� (•) THIS PE.O SHALL BfAR tHE DATE 4ND ORpNNA SEAL AnU SIGNATURE OF THE Pga{'[5S10NAL tNGINEU OP
<br />RD T p
<br />- 4 N IT 1
<br />RCLO THAN FNtL PORED rt
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<br />( P )
<br />- 1/4' 6 X 7/8' CALK -IN ANC , AS MANUFACTURED RY DEWAT INC. (MIN V' 300G p.►i) ,6 STORM PANfI MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE IOCAIION AT STORM PANEL GN
<br />- 414-10 PANELMATE FEMME m a PANE,MA`E LUS AKNORS. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION T7099.3 OF FLORIDA BUILDING CODE ONF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(r c-,LTLSO P • I ) LABEUNG TO COUNY WITH SECTION 1709 9.2 OF THC FL.ORIOA WiLDIW.' CODE.
<br />A/) MINIMUM EMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2" FOR RANELMAIE
<br />FEMALE t0 6 PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"6 X 7/9- CALK -IN ANCHORS SHALL BE IS 710" INTO CONCRETE. NO EMBEDMENT IN40
<br />MIY FINISH MATERUEL SHALL BE PERMITTED
<br />1/4. a-20 SS SIDEWALK BOLTS USED SHALL Bf LONE: ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO FNGAGE 3/a' ,,,„1..114,
<br />IN10 ANCHORS. a• - A TI(
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