Laserfiche WebLink
_--':.:{-t <br /> u,>+ � <br /> �^��z� � -Ll�e��� � � <br /> � a� �,a <br /> T�. T = mm ,� <br /> j_ � T ��O 1 .� N LL' W O O z <br /> � �P -zM <br /> .�� o� � W <br /> 8rtf2girz� c3ucaliCt� r� ii,qlit, �__s�cwaerFOe N��`�� a <br /> � FRAMESIZES � <br /> 10250 Phi{iPP PQ��+'W i; �N m a o E <br /> Streetsboro,Ohio 44241 m o w`- <br /> � "z oa' <br /> 0 o m Y O F w <br /> � �p`o a 4 <br /> � a maa ma a° <br /> "'S300 DH53" (G5305) �'� � � �� j <br /> , o � �� <br /> DOU�LE HUIVC VIiIND�I/V I X ° <br /> W <br /> "NON-IMPACT' � � �� <br /> �,Z <br /> � /�/ 3 O Q <br /> O <br /> GENERAL NOTES � Z Z W <br /> p 3 'r ¢� <br /> W —� <br /> 1 This product has been evaluated ond is in compliance with the 2010 Florida � � � W �� <br /> Bvilding Code�fBC)shuctural requ'uemenis excluding the"High Velocity = �� � � �w <br /> Hurricane Zone"(HVHZ). � � �$ � �� <br /> � <br /> �/ � � �W <br /> Q 2. Producf anchors shall be as Psfed and spaced as shown on detaiis.Anchor /! a a � <br /> embedment to base material shall be beyond wali dressing or stucco. <br /> � / m <br /> ` 3. When used in areas requiring wi�d borne debris protection this product is �%� <br /> � required fo be protected with an impact resisiant covering that complies with i <br /> � Section 1609.1.2 of the FBC. <br /> 4. For 2x stud framing construction,anchoring of these units sholl be the same as �, <br /> that shown for Dc bvck masonry construction. o <br /> 3 � <br /> 0 5. Site con�tions that deviate from the detals of this drawing require furfher � <br /> 3 engineering onalysis by a licensed engineer or regisfered architect. <br /> � <br /> d <br /> 0 <br /> 1 <br /> � iABLE OF CONTENiS m <br /> SHEF(S DESCRIP110N - ==-_--==-____. _-___°_- ____—_ -_-=-- _-= =-°_-- -'---_=-' ¢ � <br /> o ..... _, ..., _ <br /> :;.,. .,_, . .-.._ , _ .� . _ <br /> -:'_<�Gf13�:`_`;=-"s:�:z�='IG4i�Xi:-<;��_:x'"`""'�=;;DE81Gh@PRESSf1RE'�1'S ';.= p <br /> ,:, 1 Typical elevations,design pressures and generol notes _- -- ° ---= .... �jp$$�--;,r.::,....:._-•:.-,,_�_.,=�_ m <br /> �.�. <br /> -.�a:_fRlititE_=;?;;-,:;'�:<:'=:=_: `.:s::`;"�'.:_,,_,..u..:;-...____...�.c.___..._.__. <br /> ...�.�.E.tl�_-.-: <br /> 2 Horizontaicrosssections - " '• -"I1`F�:;,i�<=•:-= _'�---- - o 0 <br /> ^f`1�IMEN57QN;;�;��,`�DTMENSION',_:'._',-,.�;__,^,.:=;�05tii1!E;;-?NEG;ATII(E?; <br /> 'Q 3 Verficol cross sectians -: -:-----�-----•-- _ z o <br /> -� -=_..,_ ..:. .._,.. _. <br /> e 4 Buck and hame anchoring onre:7 0/12 13 i <br /> 520"X 720" 43.7T'x 3206" Gl +e{§,0 -45.0 <br /> 5 Bill of moterials,components and gloang detals scuE: N.T.S. ° <br /> 0 <br /> � <br /> � owc.ar: JK m <br /> ° cwc er: LFS 3 <br /> � DRAWItM ND.: m <br /> FL-75780.4 0 <br /> o � <br /> SHEE7 1 OF 5 � <br /> g <br /> � <br />