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GENERAL NOTES. ANCHOR LOCATIONS&SPACING �� 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN�ESIGNED TO 37-3/8"OVERALL MAX. �73-3/8°OVERALL MAX.� COMPLY WITH THE FLORIDA BUILDING CODE FOR THE�ESIGN S—� 36"BUCK MAX,(Z-BAR) �IF�72"BUCK MAX.(Z-BAR)—�II PRESSURESLJSTED. � i I i i i I 13-1l16" ' —� � 13-1/16" � � _ � 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-i/2"THICK.1X Mp� MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO � 80-11/1fi" � SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR SH OR PW � SH OR PW SH OR PW GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT zp��MqX OVERALL � INSERT INSERT 80-11116" BY OTHERS. " 27��2" MAX. 27'��2° OVERALL MAX. � MAX. MAX. 3)SEE TABLE FOR MINIMUM EOGE DISTANCE FROM CENTER OF � // O SEE 80"BUCK � I O I 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE M� MqX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT � P` �Z�BAR� � �� (Z-BAR) FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF � TRANSFERRING APPLIED LOADS. Q1"MAX. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS /,y� �1L APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS ��" �I � � V 1z-$/8" SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mq�, i MAX. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS � 3-15/16" � SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. ��14-7/8"I_ --►I �— 14-7/8"� � �6" � 3-15/16" MAX.��. MAX. MAX. MAX. MAX. 6)ADHESIVE SEALANT SHALL BE USED BE7WEEN SUBSTRATE AND 6'-B'HI SINGLE(X) 6'-8"HI DOUBLE(XX1 '� FLANGE OR FIN. OVERALI SEALING/FLASHING STRATEGY FOR WATER •� RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN ��37-3/8"OVERALL MAX. ��—73-3/8"OVERALL MAX.� �I PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS 36"BUCK MAX.(Z-BAR) I��72"BUCK MAX.(Z-BAR)�-il � COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM � easoo-oa. 13-1/16" 13-1/16" ; NOTE A. M�, MAX. I 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS 96-11/16" T ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR ANCHORS ARE T SH OR PW � OVERALL T SH OR PW SH OR PW g6-11l16° WAS USED FOR THE EVALUATION OF WOOD SCREWS. REQUIRED INSERT z3-3/4"MAX. M,q)(, INSERT INSERT OVERALL WITHIN 3"OF THE 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE CENTERLINE OF � M�• TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. THE HANDLE - 96"BUCK � AND/OR � 12-1/4" � MAx I 1 TABLE 1: DEADBOLT 23-5/8" M�. 23-5/8" (Z-BAR) MAX. o SEE MAX. / o / AnchorType Substrate Min.Edge Mln. _L // NOTE 96"BUCK � // // Dist. Embedment � q M� �� Wood(Southem Plne) 9/16" 1-3l8" � (Z-BAR) #12 Steel SMS Steel Stud Gr 33 318" .045(1B GA) Z��MAX Aluminum�8063•TS 318" U9" 1 Steel,A36 318" t/8" ��^ � � i � � �2_r�/g^ 1!4"Masonry Concrele 1" 1-3I8" MAX. � MAX. Anchor HollowCMU 2-112" 1-114" ��14-718"�---� �-�—3-15/16" 14-718"� 6" 3-15/16„ NOTEFORALLMETALSU&S7RATE9.SCREWEMBEDMENTSMALLBEMIN.3THftFADS MAX. '� �- '�'I BEVONDINSI�EFACEOFMATFRIqL M�•� M�• MAX. MAX. 8'-0'HI SINGLE(X) 8'-0"HI DOUBLE(XX) TABLE2: ��illli� AsTestad Configurations �� NV LYNN �i� °1eF1B''' °°° "�''`b �+�+*pc�xro+aumrcu� � .��0.•••• •••.rt��(� �� J.ROSOWSKI 09/30/11 ALUMINUM fi063-T6 ��,�� Maz.Nom. Swing DP Certifiation �� • ��GENS • (<' ,��,y�;��y Confi uralion Freme T Sill T Glass F y Size(in) 9 Directlon r� Y� (PSF) Numhe� �.* P � � �~ ,�y�.��a ' 361c80 Single(� Out•swing Z-bad8oz High(humper) +!-50 19o-789,791 No.587�5 * �P1�90GPLT� � 36x96 Single(� Oul-swing 2�bedBOx Medium(bumper) +/-35 Min.1/8" � � �k ' _ � �� 196792 7Dc96 Double()OQ Oul-swing Z-bar/Box M�um(bumper) +)-35 Temp., � • �0 �fo7o TECHNOLOGY ORIVE 36x96 Single(� OuVln-swing 2-barlBox Low(saddle) +/-35• Mono.or I.G. ;�O.� 5 E,F' �. � NOHOMIS,FL 34275 T°L 7gg,�� . ,� . .�'<v�FLCERT.OFAUfH.:29296 CABANA DOOR INSTALLATION 72x96 Double()O() OuVio-swing Z-badBox Low(saddle) +l-35• � �` '-FCORID�' � ��: �� p� � ' SS ' •• G. A.L n Miller,P.E. •Limited Water(Water Infiltration Tested at 0 psQ. ��i��ONAL��`� E.iR587U5 CD-290 NTS 1 of 3 1093011JR