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GENERAL NOTES: THESE OMWINCS ME APPl1GBlE ONIY TO THE PROOUCT DMwN Bf: [HECKm gy: 1. �lL F/SiENERS SHALL BE IP!ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EA�BED TO BASE ' rEciFl¢u.7i�e/u,�v NOT BE USEo inrs iHE�nss[MeLv wxu. w.ws. AND Ofl INSTAWTON OF MlY OTHEfl PROOUCT NOfl Ai4Y p�T; p/,}E hIATERI.U.SHALL BE BEYOND YJALL FINISH OR STUCCO. 7HEY BE USEo FOR fWTOruL ANo/aR laCA1 APPROVAL �^�s oi/w/oa 2 OPENINGS,BUCHING 9�9UC1<ING FASTENERS I.1l1ST 6E PROPERLY DESIGNED k INSTPLLED TO TRANSfER WIND of,wv PRooUCT Noi PRooUCcn ev TiE uu�uFnc�uRui 10A05 TO 1HE STRl1CTURE. ST�TED ON THESE oRnwiNCS. 3. TI{ESE NON-11.1PACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE 4lITH AND MEEf 7HE REQWREAfEMS � $$„j� OF THE FLORI�A BUILDING CODE(FBC). 48" MAX. FRAME WIDTH - - e e c 4. ALL ANCHORS SECURING PRODUCT FRAAIES TO PRESSURE TREATED BUCNS Oft w000 FRAMING SFNLL BE A� � � ' � i= ' CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSl1RE TRFA7INC CNEMICALS IN THE W000. 5 �48" MAX. FRAME WIDTH��4�� MAX. � � � a { Y 5. AWTERIALS,INCLUDING BU(NOT UlAITED TO STEEL SCREWS,hIAT COME INTO CONTACT WITH OTHER�IS51lAIUfl MATERIALS SHALL FIEET THE REQUIRElAENTS OF FIORIDA BUILDINC CO�E CHAPTER 20. � e, TO lHE BEST OF OUR KND{vLEOGE,7HE PROOLICT SHOWN HER�N IS CERiIFIEO k OUAUIY ASSUflED BY A FLORIDA STATE APPROVED CERTIFlCATION/QA ENTfIY dc SHALL BE IABELED IN ACCOR�ANCE 1YIT}i 7HE FBC AND / // � � � § 6 TIIE FLORIDA OEPART6fEM OF BUSINE55 dc PROFESSIONAL REGUlA710N SPECffICATI0N5. PRODUCT ASSEIABL7 IS �IOT PpRT OF T111S DRAWING ANO SHALL BE IN ACCORDANCE WITH THE ANNUFACTIIRER'S�IIALfIY pSSURANCE SPECIFlCAl10NS k lESfING REPORTS. B1 B1 82 FRAME SCREWS 82 E�UALLY Q � � � a 7 CERTIFlCATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF M!Y OF THE FOLLOWING 5 5 � S WHERE SHOWN. 5 v SPACED i q� � i APPLY: t)PRO�l1CT IS INSTALLEO WITHOUI'A 9111LDING PERMIT FROM THE APPLICABLE LOCAL BUIIDING OPPOSRE SEE "FRAME OPPOSITE � g B g � UEPARi1.lEM'. 2)PRODUCT IS INSTALLED BY ANYONE OTHER iHAN A 110ENSEO CONiFiACTOR IXPERIENCEO WRH ANCHOR � � � � � � `� IIJSTAlIAT1011S OF h115 IYPE OF PROOUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRO�UCfS CERTIFlCATION FIN ANCHOR ENTIi1"S CERTIFlCATE THAT CAUSE hiESE INSTALlAilONS TO BE INCORRECT OR INCONSISTENT WRH YlHAT FVS WITHIN 2�� OF REQUIREMENTS EQUALLY � a a � � eE�r�s�o. CORNERS & 8" TABLE" ON THIS SPACED " B. 7HE LEAST OESIGN PpE55URE SPECIFIED ERHER IN THIS DRA41ING OR IN TfIE PRODUCTS CERTIFlCATION SHAIL �- F. THESE 2 � CONTROI FOR THE INS�ALLED PROOUCT. = MAX. O.C. WITH x SHEET FOR W 9.T{FSE DRA'NINGS CFATIrY hiE PROOUCT INSTALLATION ONLY. WATER PROOFING OF TNE INSTALLED PRODUCT IS w STANDARD c� ANCHORS REQUIREMENTS. NOT PART OF hIIS INSTALLATON CERTIFlCATION. THAT RESPONSIBILITY SHALL BE iHAT OF THE 61ANUFACTURFR 2 = ARE NOT x/ort iNsrau�. PERFORMANCE REQ'D WHEN WINDOWS & 4" j w � 9"' MAX. � ALTERNATE ANCHOR/SUBSTRAlE EVALUATION NOTEc � MAX. O.C. WITH � FRAMOEw — — / � �g�rn - ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HIGH � HEIGHT IS ��l o ' SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE X PERFORMANCE �� >< 62" OR LESS / g" MAX o w a o WITH THEIR APPIJCABLE STANDARD(5) AND ARE FOUND � WINDOWS. SEE � (TYp EACH �� d' TO BE EOUIVALENT TO OR STRONGER THAN THE - "FRAME ANCHOR • SIDE) �- ��"�' ANCHOR(S) USED IN TESTING WITH THIS PRODUCT m REQUIREMENTS � 3 �-m h TABLE" ON THIS EQUALLY p �o�n ' 0 INSTAWIPON EYALUATION IS BlSED ON APPLICABLE ANCHOR STANDARDS AND/OR SHEET FOR '' SPACED Z a N � INFORMA710N&RESULTS FROM APPLICA9LE TEST RFPORTS. 7HE RORIDA BUILDING REQUIREMENTS. � � c7 COOE VERSION CONSI�FAEO{YRH THE EVALUATION YlAS TIiAT IN FORCE AT THE TME � OF THE EVALUAl10N. IN 7HE EVQJf OF CODE VERSION CHANGES/UPDATES OR IN THE EVFM THAT NEW OR AD�fIIONAL TESTINC IS COMPLEfED ON THE REFERENCED EQUALLY = � PRODUCT,PRIOR TO STATING CODE COMPWNCE WITH THE STATE,THE MANUFACTURER SPACE� SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECOR�hIAT 7HE / W � INSTALLATIONS SPECIFlED HERE-IN ARE CURREM YlRH THE 1HEN LURREM TESiING, -� � CODE AND APPIICA9LE STAIJ�ARDS. / / � Z LL' { ' FRAME ANCHOR REQUIREMENTS TABLE N � OPENING IYPE FRAME�CLIP/NAIL FlN TO MINIMUTA lAINIIAUM a NO ANCNORS REQ�D EXTERIOR ELEVATION: �4 M� Z C9p (SUBSTRATE) OPENING FASiEtJER 7YPE EFIBED eoce oisr. EXTERIOR ELEVATION: AT HEAD & S�LL > Zm � (�)FRAME SCREWS SERIES 20 SINGLE WINDOW SINGLE WINDOW o a� m I.fIN.2Xi tY00D FIL1l.fE OR BUCK (FRAME SCREW INSTALLED SERIES 20� � W o �` (AIIN.GR.3&C=0.55) N0. 10 SMS�R W000 SCREW , ,��• a�a• (FIN INSTALLED SERIES 10� o z,_,�"n l,flN.18 GA.33 K51 I.IEfAL SN� N0. 10 CR.5 SELF TAP DRILI SCREW NLl i/z' SCALE: 3/4�� = 1'-0" SCALE: 3/4" = 1�-0�� ZQ zLLn ldlN. 1/B'THK n36 SiEE1 N0.70 GR.5 SELF TAP/DRILL SCREW NLL 1/2" �1 `ila�'- I.fIN. 7/B"iHH 606]-TS ALUM. N0.10 GR.5 SELF TAP/ORILL SCREW FULL 1/2" —Wa. � �og i C-90 ClAU/2500 P51 CONCREfE (�) 1 4"CONCREfE SCREW 1 7/4' p• � W Z��u�. (�)INSTALLATION CLIP SCREWS (SERIES 20) ALLOWABLE DESIGN PRESSURE �5��W A11N.2X9 WOOD FfiAl.IE OR BUCK SINGLE WINDOW - yN mma (AIIPI.GR.3&C=0.55) N0.10 SMS OR Vl00�SCAEW 1 1/h' 3/4' � � � Z d � l,III! 18 GA 31 KSI I.IEfAL STUD M0. 10 GR.5 SELF TAP/DRILL SCAEW NLL 1�2' WINDOW SIZE ALLOWABLE - N 3U n� lIIM. 1/8�THK A]6 STEEL N0. 1�GR.5 SELF TAP/ORILL SCRtW FULL i/2' MAX_ MnX• Sn� FlXED SASH ACTNE SASH (ROSSiP/E _ •�.�� 33� UIN. 1/e'THK 6�fi3-TS ALUAI. ND. 10 CR.5 SELF TAP DRIIL SCREW FULL 1/2' FRAME FRAIAE MEEIING RAIL MEETING RAIL P YIIDTH HEIGHT REINFORCEMENT & C-sa C�lu/250o P51 cONCaeiE (�J t/a'CONCRE7E sCREw 1 7/a' (IN.) (IN.) REINFORCEMENTREINFORCEMENT NEGATIVE) ,,�'{'i. ,. o ,� NAILING FIN FASTENERS (SERIES 10 (p5F) N d AIIN.2X4 WOOD FRAME OR BUCH (�1 N0.B%1 1/2'SAIS � � (�)36 59.5 NO NO YES 35 Z M• �in (�.nw.ca.a�c=o.ss) /e' V2' , o v AIIN.2X4 SYOOD FRAI.IE OR BUCK (�1 76 72 YES NO YES 35 . . F � �a �'�z'x i i GA.ROOFlNG NAIL i �e � z �'�4z �2 YES YES YES 5o HIGH PERFORMANCE ,... 7. � � Nz (I.fIN.GR.3 k G=0.55) �� (�)q8 59.5 NO YES YES 35 WINDOVJ -� - - Allpl. 1/B'THK Alfi STEEL d1N0.e GR.5 SELF TAP/�RILL SCRPN NLL 7/2' (�)48 72 YES YES YES 35 ' � � �� AIIN. 1/9"THK 6063-TS AWA1. (�)N0.B GR.5 SEfF TM1P/DRILL SCREl7 NLL 1/2' (i)48 B4 YES YES YES 35 - `� U `� za (7)FwdAE SCREwS SHaLL BE PaN HEaO OR HIX HEnD SCRE14 0)WINDOW HhS A MAXIMUM 35'TALL 90iTOM VENT. ',.-��G��"""'_`,.�;"�" � (2)CONCREfE SCRE1vS SHALI BE ELCO ULTRACONS,ELCO CREfE-FIEJ(,ITY!RAI.ISEf/RED (�)WINDOW HAS EOUAL TOP & BOTTOM VEN�S. �f7 `^�'`•"' u- � HEAO TAPCONS OR HILTI KYIIK-CON II(HARDENEO STEEL OR S.SJ. '�'�:�, �''' \ (3)WHEN SCREYlS ARE uSED 1YfRl THE Nnll FIN,TiEY MUST BE A WAFFLE HEAO SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS "''�"�.'°'�� DRAWING ND. REV. OR HAVE A MT WASFIER AT hIE SCREW HEAD. ONLY THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 1572 E (A)ROOFING NAILS ApE ONLY APPLICABIE WITfi SrMIDAR�PERFORMANCE VlINOOYlS(N/A SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL SHEEf ND. lYflli lIIGH PERFORI.wICE WINDOWS) WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. � oF 5 1 (1 1/J