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<br />' I PANEL fENG111 tM, 4PAAMTION i ' PANEL LENGTH W„ 3tpxRAlalA O.AuS 1 + ULa;TXONS PRDV10E0' BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 45.+ ,�
<br />4. SERIES 2DOO INSTALLATION 1S APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTA l SLRaR5 STYLE WINDOWS WHEN
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<br />i 7/6'4 x 32'� L I� + /gb a 3J3x` -�.,,, I }f 1 ! •e _ i INFORMATION FOR A SITE SPECIFIC PROJECT-. yLe. WHERE THE SHE CONDITIONS T RITE FROM THE-P;E.D. •}
<br />11 wtND-,�, -_ ;•. - ;. 1�,.. { WIND %� B. ALL AL.IpAWM SHEET METAa. USED A't CLOSURE-;sSHA4b HAVE 31T75•+Hls gLLDY. C s^3
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<br />7. ALL STEEL. SHEET METAL PANELS S HAVE
<br />+ I -.-{ ..- •--a - r I,, . W/I ',,TjF' ✓" ..f-R`,".jj ; I ,y ! ( R R HA STRUCTURAL OVAIitY 5'FF,EL• AS1M x- 53 TIRADE 50 MEP., GALVANIZED STEEL -THIS PRODUCT -CON ON THIS f'•AFE PROVIDER HE/5HE r HOT pEVRES: FROM THE CONDITIONS OETAtLED ON A
<br />Ie Z. N/t 1/�2' tN'',� I i I I 1 UESIGNATg3X`N Wffye 9B.$ Nr{ (AFTER ftOLLEO), 'TN15 DOCUMENT- OQAI�-'iRUCDON SAFETY At SiIE 6 THE CCHitRA0F0TF$ RESPONSIBILITY. e _1
<br />ERN. THREADED
<br />iMIDWO ATiF AT B. ALL SCREWS TO BE STAINLESS STEEL JRI DR 316 AN SERIES ON CORROSION RESISTANT C.MTED T;At�1F1. STEEL AS PER DIN (t) THIS PRODUCT EYPLiIATitN4 DOCUMENT WILL BE CONSIDERED NIVALID IF MODIFIED.
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<br />6F P1ATE1 �• , •, - - 50018 W/ 5D 1qi YIELD STRENGTH AND 90 kM TENSILE STRENGTH At SMALL COMPLY w/ FUUMDA BUILDING LODE SECTION 24113-3.4. a C3
<br />{ SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WEIC'H WILL d) SITE
<br />6- `: I i i I 9. BOLTS TO BE ASIA A-307 GALi%IBZEO STEEL, OR AM 304 SERIES STAINLESS STILE., WITH 39 k3i MINIMUM YIELD STRENGTH. BECOME THE 04MMR .OF RECORD (E.O,RJ' FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />! + $ : I ,e t I $ USE It THE HIS L TTER THE Of RECORD. I ACTING AS A OR REVIEW
<br />ED ENGINEER r0 ONE P.EO. ENGINEER, 'SH1A1.1 +►.
<br />p ,{,y1 _" . ., , „� -, ., f � l � i4. ANCHORS iO WALL SHALL. AS FOLLOWSi SUBM TO THIS LOITER THE SITE SPECIFIC DRAWINGS FOR Ntft1EW.
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<br />Bsx 3/$ IniIR NUf •,t a NjaY x 3i32 Ae[iG , , , , ;I f x WASHER ( BEYOND '�' RIB BE FLI,CED FOR EVEftY O'+QnNG.
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<br />7 7/8 0 x 3/32' MINI NUT ) M ANCHORS N POURED} CONCRETE SHALL BE 1 3/4' AN0 2" FOR PANELMATE
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<br />N/14-,0 PANE7.MATE P 1 /
<br />4 PLATE I ' wDao PLATS: Trx"' i °-r----1---� ( ANY FINISH MATE734A1. SMALL BE PERMBiTFD_
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<br />^•"""`O1 Mel. THREADED TI IN MIN, THREADED TRAIN I 1/4' 0-20 SS SIDEWALK BOLTS USED SkAtL BE LONG ENDUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
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