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� � � � INSTaLLnTiON NO7E5: � 1. ONE(1)�NS7AlLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION �4T R I U IVI C O R P O t�AT I O N . u�,. . , � . SHOWN. i 2. THENUMBEHOFINS7AlLAT10NANCHORSDEPICTEDISTHEMINIMUM J�K/�J I VU � ��^Mdn55n00f1kOW � I NUMBEROFANCHORSTOBEUSEDFORPRODUCTINSTALLATIONOFTHE o�uns,rExn5�e7<� GN.(23<jb3)�2G96 F)(:(21a)41a.5]3a MA%IMUM SRE LISiED. �-1//� l/1 f /f—I 1// �/A`!/r.�\ 1 A,,/!A l�/'1��/\/1 A/ ' 3. INSTALL INDIVIOUAL INSTAUATION ANCHORS WITHIN A TOLERANCE OF 21/2 �I I Y V L L �V l Vl V Y Y %1��L/V��Y � w I Z�' I � INCH OF THE DEPICTED LOCA1tON IN fHE ANCHOR LAYOUT DE7AiL(I.E., 1 Q ~ I �+'�`� Q 1 WITHOUTCANSIDERATIONOfTOIERANCES�.TOLERANCESARENOT �� CUMULATIVE FROM ONE INSTAUATION ANGiOR TO THE NEXT. o � yH ep Om� a 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING w 3 e� �2 LL SHIM(5).fv7AXIMUM AILOWABLE SHIM STACK TO BE 1/41NCH.SHIA,i WHERE �� W a �V= 'X` wZ Z� SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTftUCfED h� w¢ z m¢ 2 OFHIGHD"cNSINPLASitCORBETTcR. w Z m �i-QiCO ^ GENERAL NOTES: 5. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE K30 � w �¢Z °m WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1. THE PRODUR SHOWN HEREIN IS DESIGNEO AND MANUFACTURED m� 1/21NCH MINIMUM EMBEDMENT INTO WOODSUBSTRATE. TO COMDLY WITH THE CUftflENT IRC/IBCANO CURRENT FLORIDA �N ��w a a BUILDING CADE(FBC),EKCIUDING HVHZAND HAS BEEN ~ w � _ EVALUATED ACCORDING TOTHE FOLLOWING: TABLE Of LONTENTS � � L. TiiRC:7GH Flt:�1`c:fCR f735::.:1:.T C�:'HP.OUu:::Y.BUC%70 qpMA/WDMA 101/I.S.2/A460-OS/08 I CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/M0.50NRY,USE 3/16 , qqMA 450•30 SHEET REVL�ION SHEET DESCRIPTION � I INCH DIAMEfER ITN TAPCONS OF SUFFiC1ENT LENGTH TO ACHIEVE 11/G ' I ~ M I I I INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCiURAI CONCRETE/h7ASONRY 1 p GEhERP16 TJJSTA�,.l.A?TON NO�!?5 ¢ � � � AND 2X FRAMING AS A h7AIN WIND FORCE RESISTING SYSTEM Z A ELEVATTONS � 7 THROUGH FRAME:FOR INSTAUATION INTO METALSTUD ORAPVftOVED tqppBLE OF WITHSTANDING AND TRANSFERRING APPLIED �' � ■ liuiliGl US'c"xiG GR.5 S`ciF i:.?PiidG Si.R5V:5 7iSRO::GN THE�RAME CF pgODUC LOADS i O THE FOU�OAiION 15 7HE FESPOiJ9StUTY OF 3 NNLHOR LAYOUTS-TriROUvri FRni:ic � � m � � SUFfIC1ENT LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS PENETRATION THE ENGiNEER OR ARCHITER OF RECORD FOR THE PROJECT OF � t^ BEYOND METAL FRAME SUBSTRATE. INSTALWTION. 4 A ANCHOR UIYOUTS-THROUGH FI1J Jv, w 8. THROUGH FIN:FOR INSTAUATION INTO WO00 FRAMING USE MS WOOD 5 A VERTICAL SECTTONS ` Q SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH 3. 1X AND 2X BUCKS(WHEN USEDJ SHALL BE DESIGNED AND O � � � MINIMUM EMBEDMENT INTO WOOOSUBSTRATE. ANCHORED;O PROPERLYTRANSFER AILIOADS TO THE 6 A HORTZONTP.L SECfIONS STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE H G = v ruv c.�r�.m rcrr nc oc�npp pno � A MUI�SON DETAILS 6 GLAZING DETnIL I („!� � � I I � 9. THROUGH FlN:FOR INSTALLATION IfYTO METAL STUD Oft APPROVED THE PROJECf OF INSfAUATION co ' I MULLION USE if8 SEIF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT , �`>� N (O I I I 1 LENGiH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND q, THE IPISTALLATION DETAILS DESCRIBEO HERE�N ARE GENERIC AND V ETA:FRAM:SU°STRATE. iviAY NOT RGYLtI.t HCUHL lO�1DITIOrvS�OR i1$PCCiFII�IT[.iF W �. 10. MINIMUM EMBEDMENT AND EDGE OISTANCE E%CLUDE WALI FINISHES, SITE CONOI710NS CAUSE INSTALLATION TO DEVIATE FROM THE �� w � INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING, qRCHITER SHALL PREPARE SITE'PECIFIC DONMENTS FOR USE 11. (�STAUA710N ANCHORS AND.ISSOUFTED HAROWARE MUST SE Y:.DE OF WITH THIS DOCUMENT IN NON-HVHZ AREAS. ' �L , CORRQSlON RESISfAM MATERIALOft HAVE A CORROSION RESISTANT 5. APPROVED IMPACT PROTECTIVE SYSfEM IS REQUIRED ON THIS MAX O.A.SIZE DESIGN MLSSRE COATING. PRODUCT IN AREAS REQUIRING IM7ACf RESIST.".NCe. CONFI6URATION PRESSURE +�'F��F�V� z ¢ WIOTN HEIGHT 12. FOR HOILOW BLOCK AND GROUT FIILED BLOCK,DO NOT INSTALL 6, WINDOW FRAME MATEFIAL.PVC . I I`�ST:.L'.:.;IC�::.P:CHO�S INTO b'CRT:,R 1CIPJTS.:CG:CISTAN::I5 53" i� O/X •I-5G 75F �JCti iN�?A� � `�.�� *� ��•(�.� MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINT INTO �� O ��1=�r FACE SHELI OF BLOCK 7 DISSIMILAR METAlS INCLUOING FASTENERS THAT MAY COME INTO q8•� 308 y" O/O/X •/-50 PSF NON-IMPALT � (GQ',.•'•••••.._:W e COivii�CY'JITrii�iUivifi4U\YUiJfTFnAliii�GSriALLocPROicC'cD E� Q-�-��- e� � ' 13. INSTALLATION ANCHORS SHALL BE INSTALIED IN ACCORDANCE WITH ANCHOR �ti^LCORO:hCE WITN TN£CURREh7 f8C 72�" l00�' Q/DOUEt�O/Y. •/-�0 PSr hON-=lr1°A� ?.._1 = MANiJrL��RER`SIy�Rite,q7nry';j�i_{Rljrjtl.�'GFNO?�'�'r.QRjiHdii:.:.^.� g GIASSSHALlMEE7THEftEQUiFEnnEN7SOFn5TME1300GULSS � o�v- � o.= ;�,�w��p;� � ,;.M?;^ „_,__,Lprr- �� ^ _ .,..� ..-. , � ,.�n... � :� . � � BE USED IN SUHSTRATES WRH STREN6iH5 LESS THAN THE MINIMUM Mpg�.SEE SH'cci 7 fOfi Gik2it:G^v�AiL LL � �__ � � �� _ 169"-- 77-----TRIPLEO/X- —•15QP5F--- NON-IMPaLT- �-- ' j.�,y-�.-4��cx�`- _d ' __.STRENGTH�SPKIFIEDBYTHE-ANCHQR�MANUFA6fURER. _ _ _ _ _ .. . . ___. _ ____._.._-_--__. ._ . _ __ ________I_- _ _____77_—, -I_ _ _{_ .-__-._____ �•_.�J _ � ■� ' ��g2:� � 14. INSTALlAT10N ANCHOR CAPACRIES FOR PRODUCTS HEFEIN ARE BAS�D ON �� •'• ��~ �' �. =�..� .•� ��I SUBSTRATE MATERIALS WITH THE FOLLOUVING PROPERTIES: �� J�jy � �F a` A.WOOD-MINIMUMSPECIFICGRAVIlYOF0.55. 9.CONCRETE-M!Nf.MUMCC�MPRESS!VESTRE�GTHOF3000P51. ','� *p ,`v� � c.�eo�*-�.:eec:e,;-um:rsT�er:�Tr.:e.,��o..sr��.��_e��.��r� �pp--�Ia'• q3!iu•L.• 1 Q MINIMUMC0�7PRESSIVESTRENGTHOF2000PSIANOGROU7CONFORMS "Q��3 h�T��v Z � � . TO aS7M C a75,MINIMUnn GAOUi COMPRESSNE STkeNG7ri OF iuOG e^i. - N D.HOLLOW BLOCK CMU-UNR STRENGTH CONFORMS TO ASiM C-90 WI7H O p v MlNIMUM COMP.�FSSIVE STRENGiH OF 2000 P51. D WG�� E. S�EFL-MIN(MUMYIElDSTRENGTHOF33Y.5t.MINIMUMiSGAWALL Digitally signed by Hermes F.Norero,P.E. , �... ^�/ TY.!GKNE55. . . ¢ s� g n_ �_ �I.._.....,........ `s is � ` �Je�v�J °s • � F ALUMINUM-MINIMUMALlOY6063-TS.MINIMUMW/1LLTHICKNE550F (1Ca]VII:I dlii dUUIVVIi'IU 111i]UUC.UIIICIII ' 1/16"(O.OG25"). SHEET Date:2015.08.24 10:02:49-04'00' 1 OF 7 - -.