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:-� — - - - - --- --- GENERAL NOTES: ANCHOR LOCATIONS 8 SPACING—--- ------- - - - - - -- - 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIONED TO 37-3/8�OVERALL MAX �3-318��VERA11-MAX•� COMPLY WITH THE RORIDA BUILDING CODE FOR THE DESIGN ��38�BUCK MAX.(Z-BAR) i �72'BUCK AAAX.(Z$AR) , PRESSURES LISTED. �� - — 13-1l16' �` � 13-1/16' „ z�woo�euacs o�aicreo as�x nae�ss nuw�.�rr naicx.�x �, _ MAX. —�_ WOOD BlJCKS ARE OPTIONAL IF UNR IS INSTALLED OIRECTLY TO -}—� —i� 80-11N8' ; SOLID CONCRETE.WOOD BUCKS DEPIC7ED A9 2x ARE 1412'THICK OR i SH OR PW T �� } SH OR PW SH OR PW gp-11/18' � OREATER.ATTACMMfNT METHOD OF WOO�8UCK3 SWUl BE DONE 27.��Z, INSERT pp•[y�/�(, M� 27_�n. INSERT INSERT py�RALL BYOTHER9. �. � MAX. MAX. ' . 3)SEE TABLE FOR MINIMUM EDGE�ISTANCE FROM CEMER OF � � SEE ��BUCK � 0 80'BUCK , ANCHOR TO SUBSTRATE EDGE(DCCLUDI1�iG FlNISH Ott SNCCO). �— I/ NOTE M� MAX � 1 4)SHIM EACH ANCMOR LOCA710N NM1iERE THE PRODSIC'f IS NOT A �Z-e�t� j' /� �Z-BA�t� ; RUSH TO TNE SUBSTRATE,USING SHIMS CAPABLE OF � �� ': 7itrws�artlNG aaaum Lonos. 21'MAX. � i 6)ANCHORS 9H1LLL BE COATEO OR CORROSION RESIS7MIT A9 J_ � -� - � � - 12�g. � APPR6PRIATE FOR SUBS7RATE MATERIAL D13SIMILAR MATERWLS 12-5l8' - --- 3HN18E PROTECTED AS REGUIRED TO PREVENT RF.ACTIONS. NIAX, M�• — . ILLUMINUM SHALL BE PROTECTED FROM 6iSSIMILAR MATERULLS AS ��jg� ' ' SPECIFlED IN THE FL�RIDA BUILDtNO CODE. _I14-7/6' -+1 147/8' _�J g• &15178' �'1 MAX.� MAX. MAX.� '1 �MAX.�� MAX. 8)ADHE9IVE SEALANi SHALL BE U9ED BETiMEEN SUBSTRATE AND g.g�HI SING'LE(� g'8'H�� Fl.ANGE OR FIN. OVERALL SFALINOlFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. �Mh7ER1ALS USED FOR ANCNOR EVALUATIONS WERE SOUTHERN ---�-37-3/8'OVERALL MAX. �733/8'OVERALL MAX.� �.27 KSI CANCRE7E ANO CONCRETE MPSONRY UNITS � f�—�----'��•BucK rw�c.�z.saRr ��z•BUCK MAX.(2-BAR)�I COMPLYINGWITHASTMG90.GLALNGCOAAPL�ESWI7HASTMH1300. _L �-� � =� 13-1/1G 13-1118' 6�THE 1!3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: ANCNOR EVALUATION.THE 1.8 LQAD DURATION FACTOR "T" �'� 98-11/76' -7 WAS USED FOR iHE EVALUATION OF WOOD SCREWS. ANCHORS ARE J SH OR PW 0�� T SH OR PW 3H OR PW �,��g. REG111RED INSERT Z�/4•MAX M� INSERT INSERT Q�� 8)lF THE E%AGT PRODUCT S�ZE IS NOT LISTED IN THE WITHIN 3'OF THE I Mqj�. TABLES.ALWAYS ROUND UP TO THE NEXT l/WGER VALUE. CEMERLINE OF , TNE HAN�1E T - ��, � " ��K , ANDlOR i DEAD80LT. 23_5/g• �. 235/8' (2-BARy TABLE t: M/�(, /� O SEE MAX. ,� O � Artd�a 1YPe 3�Mme Min.EdOe AAIn. � /I -NOTE�.BUCK �_ _ j� � det. emeeame,a p A � waod(Bauthem Ptrie) wte' t� f (Z-BARj � �12 Steel SMS Sted Shrl tr33 3�8' .015(18 GA) 21'MAX. c� o 1 � Nutrdrrao-8081T5 318' 1/8" � �} _� � a� �y _].. I � Sfeal,A38 3/8' ve' 12-5/8' � !� V 12-5lB' 114'Mmauy Canaete t' 1�18 MAX. � IMAiX' Mdror HoilowCMU 2-1l2' 1-tl4• � � I__3-15H8' 147/8'� � 6' __1 �1.&15H6' J14-7/8'� ��- MAX. MAX. I �arE:wa�uu�ru.a�asrn�res.su�wer�amrts�uuee►w.onn�nos '1 MIU(. �MAX.�I f MAX. BSYOND MBDE FACfi OF W17EFNL 8'-0'HI SINGLE(X) 8'-0'HI DOUBLE p0() .\5�1 .!ii;,,: TAB1.E2: • " ' ' , ArTemn CoRllQuntlau ;�� • .... �•t.-�� w.w�e ae rrne nrrve�ra�aawaornim , ;',;;'.•':��.^„��'' ; _r'�' J.ROSOWSKI 09f10l11 ALUMINUM8083T6�,�,0�^OO°�� DP Certlflratlon Q� ':;:� �,� • ��rr ce�a�r i 6ltepn) �� diaclion FromoTrpa 5�I7yDe (P5f) Nunlber .' �;'� '.;,}�� _ .w�rroain�o�m+w� � ...�.. • .- 1676�1?1W/Q/Lm i 3�0 $Uf�IE(� �IaaWUtQ Z�.fBR( F4�1(EIrRQQ(� N-S� �•�•791 • .Y,� • !1 �— � ; �x88 Singfe(� Out.ewing 7�6erlBox Momun(Manper) �!•35 �� Min UB" s �f : rx�ea vo�mie�op aa.v�aq z-0erram� �,m ca•�veq .,-as - nmp.. -.,,,"•..µ.6 l �;. ;. ,o�o rEaira�oor o�we � , ,r-as Maa.or�o. :+�*�!:' NOKOMIS.�s�ns a�e siro+eoo o+mo-�.a+►+rro z�aneox i.awc.ee��e► '=.'••. ' _ �c�xr.oaurm.�zezes CABANA DOOR INSTALLATION � ♦I•35' �'� %,t.n�.,.FC:.:;,. FJI 7b�9e Do�le p90 O�AlB►aiNnY z-0eNBm� tav(sada!el \`` .. . � �;.,• � rrr �.e wrow iw: ` '�•`' )��::s . A.Lym MICer,P.E. � •Umttad Wete�N�triLltrati0n Toaled et 0 D� � �:7 i.��t' � P.E.R58705 CD�290 NTS 1 0!3 1093011JR i