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- a. GENERAL NOlES: ANCHOR LOCA710NS&SPACING � i I I 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO I '�� I 37-3/8'OVERALL MAX. �'"73-3/8'OVERALL MAX.� � COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN ��36'BUCK MAX.(Z-BAR� �I4�—72"BUCK MAX.(Z-BAR)-+II • � i PRESSURES LISTED. , � II I 13-'Ili6" 13-�/16" ': 2)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-12'THICK.IX MqX MAX. _ � ' ; WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 80-1"I/16" SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR � SH OR PW � �— SH OR PW SH OR PW ' OVERALL INSERT INSERT 80-11l16" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-��2„ INSERT zp•Mp,)(, � Z�_��2. OVERALL sv o7HERs. MAX. � MAX. MAX. . 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF / o SEE 80"BUCK �' 0 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE M� MAX � / � A (Z-BAR) �— R3� (Z-BARJ I 4y SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT � � FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF � TRANSFERRING APPLIED L0,4bS. 2�,MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMIIAR MATERIALS 1�� ' � _� � � 12-5/8� SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mp,x, MAX. � ALUMINUM SHALL BE PROTECTED FROM DISSIMILAF2 MATERIALS AS i � 3-15/16" 14-7/8" SPECIFIEO IN THE FLORIDA BUILDING CODE. �14-7/8'�� 1 � �6" � 3-15/16" � MAX. MAX. MAX. I I MAX. MAX. � 6)ADHESIVE SFALANT SHALL BE USEp BETWEEN SUBSTRATEAND 6'-8'HI SINGLE(X) 6'-B"HI DOUBLE(XX1 i ' FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER . RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. �MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN I 37-3/8"OVERALL MAX. 73-3l8"OVERALL MAX.� PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS I �+--�36'BUCK MAX.(Z-BAR) I �72"BUCK MAX.(Z-BAR)�I COMP.LYING WITH ASTM C-90.GU17JN6 COMPLIES WITH ASTM E1300. J_I II J_ � 13-1/16' 13-1/16" 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A. M�, M{�(. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR � SH OR PW � 96-11/16" � SH OR PW SH OR PW ; WAS USED FOR THE EVALUATION OF WOOD SCREI'VS. ANCHORS ARE OVERALL 96-11/16' REQUIRED INSERT INSERT INSERT � ' 8)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE Z3-3/4"MAX. Mq�(. OVERALL TABLE$,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF I M'� � THE HANDLE T �„ T - 96'B�K Ani�/aR } T oeqoBOLT. 23-5/8" M�. 23-5l8" � (Z-BAR) TABLE 1: M�(, o SEE MAX. o MchorType Subatrata Min.Edge Min. � // NOTE 96"BUCK � // // ! oist. Embedment - � A M� �� ! Wood(Soulhem Pfne) s��s• �-a�a^ � (Z-BAR) � I i112 Sleel SMS Steal Slud Cx 33 318' .045(18 GA) 21"MAX. I � f Aluminurtr6063�T5 3l8' 1!6' r� steel,n96 3la• ve' 12-5/8" v � - � � 12-5/8" i 1/4"Mesonry Canctele 1" �-�e' . MAX. MAX. If ancnor HdIowCMU 2-�n� �-va• ' � �3-15/16" 14-7/8' 6" 3-15/16" i �_114-7l8'I _ _I I� _�f NOTE:FORALLMETALSUBSTRATES,6CREWEMBEOMENTSHALLBEMIN.9THREA�S '� Mqx.f` M�• MAX.� '1 ( MAX. I MAX. ? B6YONo INSIOE FACE�OF A7ATERW.. B'-0"HI SINGLE(X1 8'-0'HI DOUBLE(XX) --�� iirrr; i TABLE2: ��' ,,,,� � �i. Aa-Tealetl Conflgurationc ;��y ,.::: '•iA `., rx..ner ar u.aa.t ��°iv�o�w�-r i Mez.Nom. Swing DP Certlflcation �:'-tiC�'t::� � _^�� J.ROSOWSKI 09/30/11 ALUMINUM 6063T6 ��,�� ivovxa�raet.wr NOAoanavw�n+s Size in Configuretion pi��qon Freme Type Sill Type PSF Glass �`�: �'•, '_ • w+n.a� aarwnu.rec�noawsma.�rcx ; C) ( ) Number ;g�C� . .wrraevinnannaoanmsmw+ansr 36x80 Single(� OW-swing Z-badBox HIBh @umper). +/-50 190-789,791 ' , "J�y C� �� E 36x9fi SI le Oul•swin Z-ba7Boz Medium 6um r +/-35 - l �—' � ' � � f �9 P9 A l P�) ].9b-792 MIR 1/8" _ / a �S :u.- 72z9B Double pOQ Oui-swing Z-bar/Box Medium(bumPer} +/-35 Temp., � � l�` � -p; : -" ?o7oTECHNOLOOY DRIVE i 3 9x 0 8 S ing le(� Ou U ln-swing Z-b af/Box Low(se d d le) +/-3 5• M o n o.o f L G. '�n� ' ��,�.��^!a� NOKOMIS,FL 34275 JOK ' 72x96 DouWeQOQ OWIn-swing Z•badBox Low(saddle) +/-35' 793'�� `.F��'��•'!r�,-� FLCERT OFAU7H. 29296 C A B A N A D O O R I N S T A L L A T I O N f . •Limited Weter aler Infill2tlon Testad at 0 s "i,,�Sj�h:��;:'� A.Lynn Miller,P.E. 5i'�B"� �"'� � °i"�'� ""` ( � P�• ;��i;�y i t• P.E.#5 8 7 0 5 Ca290 NTS 1 of 3 1093011 JR i I . I