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GENERAL NOTES: onuvH er: cxecKm ar: w.ws. ;1. ALL FASTENERS SFfAL1 8E IN ACCORDANCE WfI11 11iE5E�RAwINGS. SPECIFlEd ANCHOR Eb10ED TO FOR MAX. FRAME wIDTH, SEE FOR MAX. FRAME VIIDTH, SEE rwrAµ o„e �BASE hNTERINL SkI�LL BE BEYONO wnu FlNisn oe srucco. NOTE BELOW A� � NOTE BELOW � -�s oo/os/u 2. OPENINGS,BUCI(ING k BUCKING FASTENERS AAUST BE PROPERLY DESIGNEO k INS7AlLE0 TO TRANSFER 4 '�YIND LOn�S TO THE STRUCTURE I ,,, 7. TIIESE NON-IMPACt RhTm PRODUCT INSTALlATI0N5 ARE IN ACCOROfJJCE 171TH M1D MEEf 7HE � ^ REOUIRE61ENT5 OF 1HE RORI�A 9UIL�INC CO�E(FBC). 4. FLL ANCHORS SECURINC PflODUCT FRA6f6 TO PRESSURE TREATED BUCKS OR VlOOD FHPu1NG SHaIL �BE GPABIE OF RESISTING CORROSION CAUSE�BY 1HE PRESSUflE 1REATING CHEMICAlS IN 1HE WOOD. / 4� MAX' � ; 5. IAqTERNLS,INCWOING B17(NOT LIMRED TO STEEL SCREWS,THAT COME IMO COMACT Wflli OTIiER , j Q / OISSII.IRAR MATERIAlS SHALL AIEEf TIiE REOl11REMENTS OF FLORIOA B111L01NC CODE CH4PTFR 20. fi. TO THE BESf OF Of1R HNOWLEOGE,7HE PROOUCT SHOYIN HEREIN IS CERTIFlED k OIIALfIY ASSURED FIN FASTENER WITHIN 2� ��Y A FLORI�A STATE APPROVEO CFRTIFlCA710N/OA INiIIY&SMALL fiE fABELEO IN ACCOR�ANCE WITH hIE OF CORNERS & 4 1/2" FRAt�IE SCREWS WHERE SHOWN � � FFiC ANo THE FLORI�A OEPARTMEN!OF 6uSINE55 k PROFESSIONAI REGI1lAT10N SPECIFlCATIONS. MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR PROOUCT JSSEFI�LY IS NOT PART OF iH15 ORAWING ANO SkWl 8E IN ACCOR�ANCE WITH THE � l.INJUFACTURER'S OUALf1Y 15511RANCE SPECIFlCATIONS&TESTING RFPORTS. REQUIRED DESIGN REQUIREMENTS TABLE" oN THIS � 7. CERTiFlCATON OF 711ESE PRODUCT INSTALLATIONS SHALL BE CONSIOERE�V01�IF ANY OF THE PRESSURE IS OVER i��-35 � SHEET fOR REQUIREMENTS. : FOILOWING APPLY: 1)PROOUCT IS INSTALLED V!R}{OUT A DUIL�ING PERMR FAOAI THE APPl1CABLE lOCnl C1 O BUIL�ING�EPART6IEM, 2)PROOUCT IS INSTALLEO BY ANYONE OTHER M4N A LICENSEO COMRAC70R 5 p PSF; 9"' MAX. O.C. WHEN w �5 0 (NOTE THAT WHEN JOB � � IXPERIENCED WI711 INSTALIA710N5 OF 7HI5 IYPE OF PRODUCT. 3)IF CHANGES IIAVE OCCURREU TO THE JOB REQUIRED DESIGN m REQUIRED DESIGN PRESSURE IS g � PROOl1CT'S CERTIFlCA7ION EMiIY'S CQ2TIFlCATE 711nT CAl15E 7HESE INSTALLATIONS 70 BE INCORRECT OR PRESSURE IS +/-35 PSF w OVER +/-35 A FRAME FILLER iNcoNsisTerii tivrni wrwT ws n�hsreo. OR LESS. SEE "FRAME o MUST BE USED AT EACH FRAME 0. TIiE LEASi OESIGN PRESSURE SPECIFlED ERHER IN THIS ORAWING OR IN THE PRO�UCTS CERTIFlCA710N Z SCREW, SEE SHEET 5 FOR SHALL CONTROL FOR THE INSTALLED PRO�UCT. ' - ANCHOR REQUIREMENTS 9.THESE ORAWINGS CERfIFY THE PROOUCT INSTAILATION ONLY. WATER PROOFlNG OF THE INSTALLEO TABLE" ON THIS SHEET � w PART DETAIL) PRODIICT IS N0T PMT OF TF95 IDISfALlATION CERTIFlCATION. TFIAT FESPONSIBRlIY SHALL BE TNAT OF THE 2� � i.+aNuvacruaca�/oR irurw[2. FOR REQUIREMENTS. j r � 6.� � - - - �- z j W j 6 0 ��oo . � ¢ � � � ��NI � Z oZaN WS�AIiATION EVALUATION IS B/Sm ON MPLJCABIE ANCHOR STANDAROS MID/OR INFOR1.W710N k RFSVLTS x 3 U� � fR01A PPPL1GBfE TESr REPORTS. TNE fLORIDA BUIl01NG CO�E VFASIaN CON9�ERED WI7F1 THE CLUSTER FIN FASTENERS AT ¢ ~ Q,._7 s'- EVAWnTION WAS 7Fi4T IN FORCE AT 7HE IIME OF THE EVALUATION. IN 7HE EVEM OF COOE VERSION MEETING RAIL ENDS SUCH THAT � a W o d� LtIaNCFS/UPDAIES OR IN THE EVENT 7HAT NE1V OR AD�RION,aL lESfING IS COAIPlETEO ON THE REFERENCEO'PHODIICT,Pp10R TO STATWG CODE COb1PWWCE WrtH iNE SfATE,THE NANIIFACNRfR SHALL THERE ARE A TOTAI OF 5 � � a CONFlHId WIRI lllE UISfALLATION EVAWA710N ENGINEER OF RECOflO 7HAT 1ME WSfALLATIDNS SPECIFlED 0 HERE-M ARE[URREM WIIII THE RIEN LIIRRENf TF577NG,LODE AND APPIICABIE SiAN0AR05. POSITIONED AS SHOWN. SEE � I "FRAME ANCHOR REQUIREMENTS o '" FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON 7HIS SHEEf FOR z REQUIREMENTS. c� _ � p. OPENING iYPE FRAME/CIJP/NAIL FIN TO MINIMUM MINIMUM Bl � ~ (SUBSiRATE) OPENING FASTENER TYPE E�18ED EDGE DIST. � �� . ' �� FRAME SCREWS 4 / j � � � MIIN. 2X4 WOOD FRAME OR BUCK -- 4" MAX. ' (MIN. GR. 3& G=0,55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4� � , � ? Zm Mlil. 10 GA. 33 K51 METAL STUD N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' . . • •a . � W� = bIIN. 1/8"THK A36 STEEL N0. 10 GR. 5 SELF TAP ORILL SCREW Fuu. i/z• EXTERIOR ELEVATION: EXTERIOR ELEVATION: z ?��^< MIN. 7/B" THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL i/z' SINGLE WINDOW SINGLE WINDOW � Zd��i MIN. C-90 CMU OR 2500 P51 CONCREfE �z) 1/4" CONCREfE SCRElY 1 1/4" Z" w wd�� SCALE. 3/4" = 1'-0" SCALE: 3/4" = 1'-0" (�) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) W �"u��° l.IIN. 2X4 WOOD FRAME OR BUCK Z� "' (MIN. GR. 3 &G=0.55) N0. 10 SMS SCREW 1 7/4' 1/2' p =-Fi��o MIPI. 18 GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL �/z° NOTE: FOR MAX. SINGLE SIDE JAMB �N �¢NZ B�a MIN. 1/8"THK A3fi STEEL N0. 10 GR. 5 SELF TAP/ORILL SCREW FULL �/z' WINDOW FRAME DIMENSIONS ANCHOR `�,��111�� ; N�o n MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREN! FULL i/z� SPACING TABLE �\0� �d3� �� '� $3a3 AND ALLOWABLE DESIGN d Q. , ., N/ . 2500 PSI CONCREfE (Z) 7/4" CONCRETE SCREW 1 1/4" p" MAXIMUM MAXIMUM ��t�� :• "•..�iti � (3)�IAILING FIN FASTENERS PRESSURE, SEE APPLICABLE FRAME o.c. ;� :� d;�' � a hflN. 2X4 WOOD FRAME OR BUCK FLORIDA APPROVAL WIDTH SPACING �Z�;W� w�� n • (MIN. GR. 3 &G=0.55) N0. 8 SMS SCREW 7 3�g'• ��y (IN.) (IN.� ��:z d' �. Q O� - �� �o J. N IdIW. 2X4 W00�FRAFAE OR BUCK 54 72 � "V � N�1 uo (MIN. GR. 3 &G=0.55) 11 GA. ROOFlNG NAIL 1 3/8" 1/2" 48 13 � �'� Z ' � � MIN. 1/B"THK A36 STEEL N0. B GR. 5 SELF TAP/DRILL SCREW FUIL 7/2" 36 17 '%2�•��'•• •��O� Q` za A 1FRNA AN HOR/ B A EVA IAT10N NO • �� 6'b� � �� @ � � �� hIIN. 1/8"THK fi063-TS ALUM. N0. 8 GR. 5 SELF TAP/DRILL SCREV/ FULL 1/2" ALL ALTFRNATE ANCHORS IN iHEIR SPECIFIED ��ii bM••�p\��` � (1)FRAME AND INSTALLATION CLIP SCREYJS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE �� (2)COPICRETE SCRE4VS SHALL BE ELCO UL7RACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND THESE ORAWINCS�RE MPl1GeLE ONIY TO 7HE PROOUCi oRnvnNc N0. REV. RAA�SET/RED HEAD TAPCONS (C.S. OR 5.5.) OR HILTI KWIK-CON II (C.5 OR S.S.). TO BE EQLINALEDIT TO OR STRONGER 1}1AN ThIE SPECIFlED.RIEY 1.InY N0T BE USEO FOR TME ASSEueLY �H67 A (3)WHEN SCREWS ARE USE�WITH ThIE NNL FIN,THEY bIUST BE A PAN FiEAD OR WAFRE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. � M'0/OR INSTnLLA710N OF M!Y OTHEp PRODUCT NOR 6uY THEY BE USEO FOR RATIONn1 AND/OR�OGL APPPOVAL SHEEf N0. SCREW OR HAVE A FLAT NlASHER AT THE SCREW HEAD. Of/iNY pfi�DULT NOT PROOUCW YY iHE uANUf�CNRER � aF -rJ SfATEO ON THESE OFAWINGS (� 1 ,