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��u ,i <br /> THSE DfUWINGS FRE PPPIJUBIE ONLY TD THE PRO�UR ow.wu ar: cxm�m m: <br /> [:EN RA NO1ES' SPECIFlED.T1EY NqY NOT BE USm FOF THE ASSEMBLY iTA n.p5 <br /> 1. ALL FASfENERS SFIALL BE IN FGCORDANCE wfiH THESE DRAWINGS. SPECIFlED AND/OR INSTALLA710N OF ANY OTHEit PRODUCE NOR YRY �; �.,� <br /> ANCHOR FJABED TO 90.5E NATERIAL SHALL BE BEYDND WALL FlMSH OR STUCCO. TNEY BE USEo FOR RAIIONrL ANo/oR lDG1L MPRwnL �/x/m <br /> 2 OPENINGS,BUCKING dc BIICKING FlSTENFRS MI15T BE PROPERLY DESIGNED k OF uJY PRooUCi NOT PRoOUCCD Br TiE Iw+UFncn1NEH n <br /> INSTALLED TO TRANSFEfl WINU LOADS TO THE STRUCiURE FOR MAX. FRAME WIDTH, SEE SfATFD ON TNCSF pFAlNNGS w � a e _ <br /> 3. THESE NON-IAIPACT RATED PRODl1CT INSiALLATI0N5 ARE IN ACCORDPNCE WITH NOTE BELOW - ^� <br /> AND MEEi THE REOUIREMQ115 OF THE FLORIDA BUIIDMG CODE(FBC). �4^ o ' '�` <br /> 4. ALL ANCHORS SECURING PRODUCT FRAIdES 70 PRESSIIRE TRFATED BUCICS OR 6^ M� A I <br /> WOOD FRAMING SHALL BE CAPABLE OF RE56TING CORROSION CAUSED BY THE 2 1"�MAX. 6� MAX. � � i � � � <br /> PRESSURE TREATING CHFJdIGLS IN THE WOOD. � O.C. _� <br /> 5. MATERL4l5,INCLUDING BUT NOT UNIiED TO S�EEL SCREKS,THAT COA7E INTO — ———— — —- ————" � <br /> COMACT WRH O7HEF OISSIAAlLA32 MATERWS SHALL NEE7 THE REOUIRE7AENfS OF � <br /> RORIDA BURDING CODE CHAPTER P0. I j a I fi�� MAJ(. � $ <br /> 6. TD THE BEST�F OUR KNOWLEDGE.THE PRODUCT SMOWN HEREIN IS CERTIFlEO 8 <br /> OUALIiY ASSURE�8T A FLORIOA STATE APPROVED CEHIIFlCATION/OA ENffIY k SH4LL � g � <br /> BE IABELED IN ALCORDANLE WRM 1HE FBC AND THE FLORIDA DEPAfliIAdENT Of C I I � i � tl � � a <br /> BII5INE55 k PROF6510NAL REGUUTION SPECIFlCATIDNS. PRODUCT/SSEUBLY IS NOT I ^ � <br /> PART OF 7HL5 DRAWING AND SHnLL BE IN ACCORDANCE WITH iHE MANUFACTURER'S 2 � � � e � e � E <br /> OUALIiY lSSl1RANCE SPECIFlG4TION5 h TES7ING RFPORTS. �' a 3 � a a <br /> 7. CEHIIFlCA710N OF 7HESE PRO�UCT INSfALLAilONS SHALL BE CONSI�ERED VOID IF <br /> ANY OF THE FOLLO'MNG APPLY:1)PRODUCT IS INSfALLED WfiHOUf A BUIIDINC I FRAME SCREWS WHERE SHOWN AT I ��� MAX. O.C. g g g � g <br /> PER67R FROu THE APPLICABLE LOGL BUILDING DFPAR'fMINL 2)PROWLT IS I AT SIDES <br /> INSTALLED BY ANYONE OTHER THAN A UCENSm COMRACTOR El(PQtIENCm WfIFi 3 HEAD & SIDES. SEE "FRAME ( ) < m u � u <br /> INSfALLn710NS OF 1HIS 7YPE OF PRODUCT. 3)IF CHANG6 HAVE OCCURRED TO THE � � ANCHOR REQUIREMENTS TABLE" ON � <br /> PRDDUCT'S CERTIFICAiION EMfIY'S CFRTIFlCATE THAT CAUSE THESE INSTALLATIONS TO m THIS SHEEf 7 FOR REQUIREMENTS. � � 3�� wN <br /> BE INLORRECf OR INCONSISTEM WfIFI WHAT HAS BEEN TESTED. <br /> & THE LFlST D61GN PR65URE SPECIFlm EIiHER IN THIS DRAWING OR IN THE � � � WINDOW FLANGE IS Z � Sn p� <br /> PRODUCTS CERIIFlCATION SFWLL CONRiOL FOR 7HE INSGILLID PRO�UCT. Z I �OPTIONAL & MAY BE 3 Sd ��o <br /> 9.iH6E DRAWINCS CF.RTIFY THE PRODIICT WSlALIA710N ONLY. l4ATEA PROOFING OF � <br /> 7HE INSfALLED PRODUCi IS NOT PARf OF THIS INSTALLA710N CFRTIFlCATION. THAT w REMOVED WHEN r p W d o <br /> R6PONSIBILfIY SHALL BE TFiAT OF 7NE AIANUFACTUREFt&/OR INSTALLER. N � I REQUIRED BY Q � J � <br /> ,- I I OPENING CONDITIONS � � o��„'"�� <br /> d <br /> = I � I s� To s" 0 3 0�� <br /> Q — _ — W N <br /> � � (� <br /> � I j I � p <br /> AL7ERNA'fE ANCHOR/SUB�AiE EV�UATION NOTE• � �'. � � <br /> ALL ALIERNATE ANCHORS IN THEIR SPECIFIED o I I = 4 <br /> SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE I I <br /> WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND W � <br /> TO BE EOUNALENT TO OR STRONGER THAN THE J <br /> c� <br /> ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. Z <br /> I I � zm <br /> N � <br /> INSTNIATION EVP1LA710N IS BASm ON MPLIGIBLE ANCHOR SfANDARDS AND/�R B W WQ e <br /> INFORMA710N k RESULTS FROM APPl1CABLE 7ESf REPORTS. 7HE RORIDA BIIILDING z � Zv�^ <br /> CODE VERSIDN CONSIUFRFD Wf1H THE EVPLUATION WAS THAT IN FORCE AT 7HE TIL1E W <br /> OF 1HE EVALl1AT10N. IN THE EVENr OF COOE VERSION CHANG6/UP�ATES OR W I / I 6' MNc. �' z q=�^ <br /> 7HE EVENT THAT NEW OR AODRIONAL 7FSfING IS CAAIPLEfED ON THE REiQ7FNCm J---r- � W�-�'"x <br /> PRO�UCf,PflIOR TO SfATING CODE COMPLLWCE Wrtli iHE SfATE,THE unNUFACiUftFR � o i <br /> SFiALL CONFlRA7 WfiH THE INSTALLATION EVALWTION ENGINEER OF RECORO THAT 7HE 1 � �Z us <br /> INS�ALfATI0N5 SPECIFlm HQtE-IN ARE CURRENf WIiH 1l1E THEN CURRENf TE511NC, NO ANCHORS REQ� W—�a" <br /> CODE AND MP11G19LE SfANDARDS. AT SILL EXTERIOR ELEVATION: ,� _�R�� <br /> SINGLE WINDOW � �Nz Y�� <br /> FRAME ANCHOR REQUIREMENTS TABLE SCALE: 3/4' _ �'—o" `a �P1e�em�� ' "~ �3�� <br /> OPENING TYPE FRAME TO OPENING FASTENER MINIMUM MINIMUM d0� � ��O �3''� <br /> (SUBSTRATE) 1YPE EMBED E�cE oisr. NOTE: FOR MAX_ WINDOW FRAME `ve!VF:.•••••••.,,N/��. � <br /> (�) FRAME SCREWS DIMENSIONS AND ALLOWABLE �zQ';= �n '• � . � a <br /> MIN. 2X4 WOOD FRAME OR BUCK DESIGN PRESSURE, SEE �v�,:_ � W o:�: o N �' <br /> (MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW > >/a' a/a" APPLICABLE FLORIDA APPROVAL — •W �� ~ ¢ a= F `�' <br /> MIN. 1 B GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" �2�� Z N�o•�` F "'� <br /> .•'•5�`~ w <br /> MIN. 1/B"THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ���d�'• �� � 3a <br /> MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" �//��M I;pF�O`���� # <br /> C-9D CMU/2500 PSI CONCR�E �Z� 1/4' CONCREfE SCREW 1 1/4" z' <br /> (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW °�`W'"� �� <br /> (2)CONCREfE SCREWS SHALL BE ELCO UL7RACONS (C.S.), ELCO CRETE-FLEX (S.S.), ffW 1414 E <br /> RAMSET/RED HEAD TAPCONS (C.S. OR 5.5.) OR HILTI KWIK-CON II (C.S OR S.S.). sN�r No. <br /> � or Q <br />