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� GENERAL NOTES: rse ORAWINGS Mc MPUGBLE ONLY TO THE PRODUCI OMwN Hf: fJ�EG FD H�: 7. AlL FASTENERS SH4LL BE IN ACCORDANCE WfiH TH6E�RAWINGS. 48� MP,X. FRAME WIDTH FIN ANCHOR WfTHIN 4" OF CORNERS & 8" A�AX. O.C. WITH PECIFIFD.T1EY NAY NaT BE U5m f�R TiE ISSEIABLY �.a.�. x�S A1 STANDARD WINDOWS OR 4" MfJ(. O.C. WfTH HIGH D/OR INSTALLATION OF PNY 07HEN PRODUCT NDR W1Y ��: a�E SPECIFlED ANCHOR FJABED TO BASE MATERIAL SHALL BE BE1'OND WALL FlNISH EY BE Usm FOR RnnoruL nND/oR lorwL,wpRwu �-�s oaha/pa oa sTucco. • 4 PERFORMANCE WINDOWS (SEE PRESSURE TABLE ON THIS OF ANY PROOIM.:T NOT PR�DUCED 9Y THE vANUFACiuHER 2 OPENINGS,BUCKING h BUCNWG FlSTENERS MUSf BE PROPERLY DESIGNED SHEE� FOR STANDARD VS. HIGH PERFORMANCE CONDITIONS). �"�0 ou nicsc ow,vnHcs. - dc WSfALLED TO 7RANSFER WIN�LOADS TO 7ME SRtULTllRE - 3. THFSE NON-IMPAC�RATE�PRODUCT INSTALLATIONS ARE IN ACCORDANCE SEE "FRAME ANCHOR RE4UIREMENTS TABLE" ON THIS SHEET WfIH AND MEEf iHE REAUIRQdEMS OF THE Fl.ORIDA BUILDING CODE(F6C). FOR FIN ANCHOR REQUIREMENTS. � � y ' 4. ALL ANCHORS SECURING PRODUCf FRAM6 TO PR65URE TREAlED BUCKS '" '" OR W000 FRAMWG SHALL BE CAPABLE OF RESISfING CORR090N CAUSm BY / I � a s a % iHE PRESSURE TREATING CHEIAIGLS IN THE WOOD. � �48" MAX. FRAME WIDTH + � 5. 1.1ATERWS,INCLU�ING BUf NDT L1MffED TO SiEEL SCREWS,THAT C06/E � z � IMO COMACT WrtH O7HER DISSIIAIWi AMTERNLS SHALL A1EEf 1HE � REOl11RElAENiS OF FlDRIDA BUIL�ING CODE CH4PfQi 20. J � �'� � 6. TO 7HE BESf DF Ol1R KNOWLIDGE,17iE PROOl1Cf SHO'AN HEi2EIN IS M1� �.'�AX. � � � CERTIFlED k OUAL.fIY t55URED BY A FLORIDA STAIE APPROVED o � � � i CER71FlCA710N/OA ENfitt k SHALL 9E LABELE➢IN ACCOROANCE WIiH THE F9C 81 - � AND hfE 61G2o-3 FLORI�F DEPARiMEN�OF BUSINE55 k PROFESSIONAL 5 v / � B B o g REGUlA710N SPECIFlCATIONS. PRODUCT A5561BLY IS NOT PART OF THIS � DRAWING AND SHALL 6E IN ACCORDANCE WfRI THE MANUFACNRER'S OUALRY a 3 0 � o ASSURANCE SPEpFlCAT10N5&7F.STING REPORTS. F, S > > S 7. CERTIFlGTION Of TH6E PRODUCT WSTAW.ilONS SHALL BE CONSIDERED � FRAME SCREWS EQUALLY VOID IF PtJY OF 7HE FOLLOWING MPLY:1)PRODUCT IS INSfN1ED WRHOUT A w j WHERE SHOWN AT BUILDING PERMR FR061 7HE APPl1CABLE LOCAL BUILOING DEPARTAfENf. 2) = SPACED PROUl1CT IS INSTALLEO HY ANYONE OTHER THAN A IICENSm CONfRACTOR � CHECK RNL ENDS , DIPERIENCED WIiH INSTALLATtONS OF TH1S IYPE OF PRODULT. 3)IF CHANGES w � B2 HAVE OCCURRm TO THE PRODUCT'S CF.Hi1FlCATION EMIlYS LERTIFlGTE THAT a 3 PER END 4" v CAUSE TH6E INSfALLA710N5 TO BE INCORRECT OR INCONSISfENf{YffH WF{AT � APART). SEE 5 HAS BEEN TESTED. �FRAME ANCHOR = THESE 2 & THE LFAS(�ESIGN PRESSURE SPECIFlED E7IHER IN TN6 DRAWING OR IN � // REQUIREMENTS w j ANCHORS Z w N THE PRO�UCTS CEHfIFlCAlION SHALL CAMROL FOR iHE INSTALLED PRODl1CT. x / ARE NOT F S�� 8,lH6E DR/.wWGS CERIIFY THE PRODUCT INSTALLA710N ONLY. WATER TABLE� ON THIS PROOFlNG OF 7HE INSfALLED PRODl1LT IS NOT PAftT OF THIS INSfALLATION m SHEET FOR CERTIFlCAiION. �THAT RESPONSIBILIIY SHALL BE THAT OF THE UANUFACNRER n � 9" MAX. RE4'D WHEN �d � &/OR INSTALLER. REQUIREMENTS. q� � _ _ _ W I N D O W v� o w a� INSTALIATON EVALUATION IS BJSE�ON APPLICABLE ANCHOR STANOARDS � 9' MnX. HEIGHT IS o ��n ANO/OR INFORMNTION k RESIILTS FROM APPLICABLE TEST REPORfS. • L � � / BZ� OR LESS Z U d p�o� TME FLORIDA Bl1RDINC CO�E VFRSION CONSIDERED WfiH THE NOTE_SCREWS E V A L U A T I O N W A S 7 H F T M F O R C E A T i H E 7 1 M E O F l H E E V A W A i I D N. I N A R E O N L Y ' (l YP EACH �' S o�� 7HE EVFM OF LODE VERSION CHaNG6/UP�ATES OR W iHE EVINi REQUIRED WITH �^ SIDE) Z �o� 1HAT NEw OR ADDR10Nnl TESi1NG IS COMPLEfED ON 7HE R6ERENCED � � PRODUCf,PRIOR 70 STATING CO�E CONPIJNJCE WfIH THE SIAIE,THE HP (HIGH = � MMIUFACNRER SHALL CONFlRM WITH 7HE INSTALLATON EVAWATION / PERFORlMNCE) ENGINEFR OF RECORD THAT THE INSTALU710NS SPECIFlE�H6tE-IN ARE / J � CURRQJT wtiH 7HE THEN CURRENT 76TING,CODE AND APPLICABLE WINDOWS EOUALLY m 4 sruaonrsos. o SPACED � 0 ALTERNATE ANCHOR/SUB5TRATE EVALUATION NOTE: • • • • F-- ALL ALTERNATE ANCHORS IN THEIR SPECIFIED EXTERIOR ELEVAl10N:4 . � ¢ zm SUBSTRAiES HAVE BEEN ANALYZED IN ACCORDANCE FRAME SCREWS � ��D m SINGLE WINDOW /r WfTH THEIR APPLICABLE STANDARD(S) AND ARE FOUND WHERE SHOWN. � w¢ � TO BE EQUNALENT TO OR SiRONGER THAN 7HE �NAIL FlN MOUNT) y^ � SEE "FRAME o ��n` ANCHOR(S) USED IN TESIING WITH THIS PRODUCT. SCALE. 3/4" = 1'-0' ANCHOR z z¢��; REQUIREMENTS o �''a�� FRAME ANCHOR REQUIREMENfS TABLE NO ANCHORS REQ'D TABLE' ON THIS � w�j� _' AT HEAD & SILL EXTERIOR ELEVATION: sH�r FOR � Wz�� OPEMNG IYPE FNAYE/WJL FlN TO OPENING MININUN IAININUN p J��w �suesmn�� FASiEN6t TYPE Q.+em Euce oist ALLOWABLE DESIGN PRESSURE SINGLE WINDOW REQUIREMENTS. Z ��o�� (�)FRAME & INSTALLATION CLIP SCREWS SERIES 20 (SINGIF WINDOW) (FRAME SCREW MOUNT�. �a1;��,9B1p��/�� W ��z��6 MIN.2X4 WOOD FRAIdE OR BUCK <<, ��PV ho�� - >3 U a ND.10 SNS OR W000 SCREW � t/a' a/a' MAXIMUM WINDOW FRAME SIZE ALLOWABL.E PRESSURE SCALE: 3/4" = 1'=0" ��. Q� , , , / MIN. 78NC0.J3 K51 MEfAl,SIUU N0. 10 GR.5 SELF TAP DRILL SCREW NLL 1/2' ��N-� �PS� q`CG�4.'�•• ��v��.il% o �3`� MIN.1 B'THK A76 STEEL N0. 10 GR.5 SELF TAP DRILL SCREW NLL 1/2' (�)36� X 7Z� JS 'Zq:�, �� O �';g��: � 41N.1 8'THK 6063-TS AWM. N0.10 CR.5 SELF TAP DRILL SCREW NLL 1/2' f�)36�� X �8� 25 ^�U:�: i � t�' �Y � -�:�,� � i� C-90 CMU 2500 PSI CONCREfE (z) I 4'CONCREfE SCREW 1 1/4' 2' (�)qg" x ]Z' zS �. �� . NAILING FIN FASTENERS (SERIES 25) t+�4g" X 78" 20 %22��yil o �,.'c�j,� o N �p IAIN.2%4 WOOD FRAME OR BUCK (3)N0.8%1 1/2'SNS 1 3/e' 1/2' (°�48 X �2� SO �'�.,''•. � •' C��`L � No (AUN.GR.3 h C=0.55) c+�STANDARD PERFORMANCE WINDOW; PLP,SIIC TILT LATCHES ON ge��• '' •'°a,O t� � z uw.xxa w000 FxaNe oa eucK 7� G0.ROOFlNG WJL i a/e' i/z' UPPER RAIL & BOTTOM SASH INTERLOCK. ��,•�dl�/9�'�(�� S�� w 3w (MIN.GR.�k G=0.55) c=�HIGH PERFORMANCE WINDOW; PLASTIC 11LT LATCHES ON UPPER �6jef23ft11ti$� � z � pflN.1/B�THK A]fi SfEEL (�INO.8 GR.5 SElF TAP/DRILL SCREW rvLL �/z' RpIL & METAL i1LT IATCHES ON BOTTOM SASH INTERLOCK. MIN.1/B'THK 6063-75 ALUII. f�1N0.B GR.5 SF1F TAP/DRILL SCREW NLL 7/2" 3 (1)FRANE SCREWS SHALL BE PAN HFAD Ofl HIX HEAD SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION THIS DRAWING REPLACED (2)CONCREfE SCREYIS SHALI BE ELLO ULTRACONS(C.S�,ELW CREfE-RIX(S.SJ,IfW CONDITIONS ONLY THE GOVERNING DESIGN PRESSURE ON THE PREVIOUS WSTALLATION uruwu+c No. KEv. w�us�r/Reo Heno rnrcoNs(c.s.oR s.s.)oR Hi�n KwiK-coN n(c.s oR s.s.). WINDOWS SHALL BE TNE LESSER OF THAT SHOWN IN THE 1596 E (3)WHEN SCREYIS ARE USm wffH iHE NNL FlN,7HEY MUST BE A WAFFIE HE40 SCREW INDMDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS DRAWING NO�S 151 O, sn�r No. OR H4VE A M7 WASHQ2 AT THE SCREW HFAO. TABLE. �S��, 1512 & 1513 � OF rJ