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..```"�is f r rr'�i <br /> .�` '-. <br /> ` SEE CHARS FOR MAX.OVERALL FRAME WIDTH <br /> J'MINDOWSOLUBONS .>` .... ..• �mNewSou h <br /> ZO <br /> 0 <br /> zDZa <br /> to mcW <br /> I/ w e Mv. 9 p oa <br /> j < a.y ° Y m a.T <br /> f s4 <br /> 9400 Single Hung Window , a <br /> n wl Flange <br /> "NON-IMPACT'` 3 �Z <br /> Z Q C? <br /> 2 WW <br /> C7 <br /> GENERAL NOTES fn a� <br /> I. This product has been evaluated and Is in compliance with the 7th Edition(2020) 0) a <br /> o Horida Building Code(FBC),excluding the"High Velocity Hurricane Zone" a a <br /> (HVHZ). S m <br /> = 2. Product anchors shall be as fisted and spaced as shown on detals.Anchor f � $4 <br /> embedment to base material shag be beyond wag dressing or stucco. <br /> o nqv <br /> 3. When used in areas requiring wind bome debris protection,thisN product is p U <br /> N 0 N <br /> required to be protected with an impact resistant covering that compiles with z <br /> � 2 <br /> LL FBC Sections I b04.i 2>£R301.2.I2 w w= o <br /> Nxc, rn <br /> y I <br /> a 4. For 2x stud froming construction,anchoring of these units shall be the some as o m o o a <br /> = that shown for 2x buck masonry construction. <br /> c ¢�ti-.PiIQ <br /> 5. Site conditions that deviate from the details of this drawing require further o o a o 0 <br /> analysis b a licensed en ineer or registered architect. .............:. ...._.. .,.-. ;::;;;: ;;:.•:;;n::::;:r .......,...::_........... n o m <br /> engineering Y 9 MAI......... t2?;:;;;:;MAX...:....:.. ....................._....... N <br /> MA7G:OVERALL'>:: IIfiA�G:OVERAtf':::.::;:;'.; ..: . .:........::...:.:......:::::.::.•,::.;.....:_......::;c•:::;;::AEStGMPRE55URE :; W <br /> :::..:::::::..:::DAI(RIrE:ar:: :•:.....:;tlAy..... ..:::. MEMO" <br /> .......,;:;;sr;a;;::;;:s: N o N N a....... .......................... ...........................................,......................................... ...,.............. •'I J <br /> FIANGE:•so;:r: a:;:;;:<;a•;:. :AIMENSfON.:`ii?t;;aDfMENS/OH:: s.'.,:.-::::.::.:-..::: .FL..:....:..........: n rn o <br /> ... TYPE: I <br /> f+45.0 <br /> ; <br /> TABLEOFCOHMNTS SHEEN DESCRIPTION 1s5.tr x 77.0- s4.o"x76A' 4725"x34.44" a9.7sx34A4• GI -50.0 oA� z/Ts t4I Typical elevations,design pressures&general notes S2 Vertical$,hodzwtat cross sections sr N.7 S. J3 Vertical8horizontalaosssections 37A"X73.0' 36.0'X72-T 29.2rx32A4" 3T.79x32.4a' GS -730 �BY; JK m cxk,- LFS 4 Com8,frameanchoring 49.0"x85.0' "X84A' 41IVx3a2r WS"x3817 GI -45.0 DRWMNO- � <br /> � 5 Components ° <br /> z 6 Big of materials and glaring details <br /> —t885t•Z o <br /> a sxrar 1 or 6IQ <br /> v <br /> d <br />