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. ��+1.�L`�O�S_ ��Ea�u�nr r or�usEO v�'n+E�aooua nw.� cx�c�cca e.: t. AlL F0.57ENER5 SHN.I.8E IN ACCOf2DANCE Wftti 1MESE ORAWINGS. SPECtFlID ANCHOR EA1$ED TO&SE �1D/dt 1NSTI3]J�TIpN OF RNT OTNER FROOUCT NDR�Y qqr; p�� IMryFRIqL 5}fW.l,BE BEYOND WALL FlNISH OR S711CC0. n�Er sE USED Foa RaTIOwv.auo/oR�ocx McRWU +-�s o+/m/� 2. OPENINGS,6UCKING&BULKING fASTENERS MUST 8E PROPERLY D6IGNED&IN57ALIED TO TRMISFER WINO o�utr PRpOUCT N0T PRODUCED gY THE wwuFpCiUaER LOAOS TO THE SiRUCTURE. STnTED ON TMESE ORAwINGS. �g ? ` 3. THESE NON-t1dPACT RATED WW60W SSIE��1STALiAnONS ARE�N PLCORUANC£WRti N!D M£ET THE ¢$" �IqX_ FRAME W#DTH � a o RE6UIREUENiS OF 7HE FI,ORIDA BUttDtNC CQDE(F8C}. ' � ° = ' 4. ALL ANCHORS SELURING WINDOW FR41AE 70 PRESSURE TftFA7ED BUCKS OR WOOD FRAMING SHNJ.BE A1 I ' y � � CMABLE OF RFSISTING CORROSION CAUSED BY TME PRESSURE 1RFA71NG CHEMIGIS IN 1HE w00D. 5 ��.H UAX. FRAN�E WIDTH��'� MAX. � 'q� e i � 5. IMTERULS,��'CIUDING BUT NOT UMfI'ED TO 5iEEL SLREY+S,TW.T COUE�NTO CONiACT WTri OiHFR DlS51Ml1Al2 idATERNiS SHJSL M E£T T N E R f Q U 1 R E M E N T S 4 F Fl.4 R I R n B U I t D t N G C 6 D E C t N i r T ER 20. 6. 70 7HE B£ST Qf OUR KH6WlEDGE.THE WlNDOWS SHflwN NEREIN nftE CER7iFlE0&Qi7PLitt nSSt7RE0 SY A z g FLORIDA SfA7E APPftOVEb CEKfIFlCA710N/QA EMIIY k SHALL BE LABELED IN ACCORDANCE WRH 7HE FBC AND � // � a � THE 9N-3 FLORIDA BUILOING COMMISSION SPECIFlCATIONS. WINDOW ASSEMBIY IS N0T PART OF THIS DRAwING AND SHALL 6E M ACCOROANCE WfiH THE MwI1FACTURFR'S OUAI.IN lSSURN'10E SPECIflCA710NS&TES7ING " Gp R�� St 67 S2 FRAME SCREWS 82 EQUALLY � � p � � ?. CERIIFCA710N Of THESE WIN�Vt tNSTPtU714t35 SNAtL BE CONSI6EREA VOtD IF pNY OF iHE FOlC�K7NG S � S �'' `J � WHERE SNC7WFF. S �"'$pA�� z g � � � APPLY: 1)7HkY ARE INSTALLED WfiHOUT A BUILDING PERMR FR0�1 THE APPLICABLE LOCA4.BUILDING DEPARTMENT. OPPOSiiE SEE "FRAME OPPOSITE °- � � � �, 2)IF THEY ARE INSfPll£[f BY nNYONE OTHER THAN A UCENSEO CONiF7ACfOR EXPERIENCED WIiH W�NQOW ANCHCIR � �' � � � � WSTAUATIONS. 3�IF CHANGES HRVE OCCURED 70 1HE PRODUCi"S CERTIflCATION ENTffY�S CFRTIFlCATE 7MA7 FIN ANCHOR � � g g a :at.;sF ni��NSrruu�s m ae�NCOaRECr oR w�ors�srEm wmt wrwt t+as e�u r�cm. WITliIN 2" OF REQU(REMEN75 EQUAILY s, n{e�nsr o�cN s+�tss�rz�sP£c��m mr{�z�N n+�s ow+vnn,c oa�N�E aaooucrs c�mranora stw1. � �ORNERS & 8' � THESE 2 7a$t�E" ON TH(S SFACED z '< m � _ CON1ROl FOR THE INSiN.1.Ep WINDOW. SHEET FOR 9.TMESE DRAWINCS CERTIFY iHE WINOOW INSTALLATION ONLY. WATQ2 PROOFlNC OF TrIE INSTALIED WINDOWS IS w SMTANDARp W� w ANCHORS REQUIREMEM'S. �y N07 PART OF'IH�S WSTAUATION CERTIFlCATION. TNA7 RESPONS161L1TY SHALL BE THAT OF THE MNJUFACiURER ARE NOT I &/oa rc,stauuFR. = PEftFORMANCE � = REQ'D WFtEN � 9" tJAX. "' � WINOOWS & 4" / � WINDOW � ``�"' AI�NATE ANCHOQ�SUBSTRATF EV�UA710N N07E: � MAX. O.C. WRH _ � �pME - � �S^� A(.L ALTEftNATE ANCHORS IN THEIR SPECIFIED '� NIGN `� H��,E{� �g �°'¢o SUBSTRATES HAVc BEEN ANALYZED iN ACCORDANCE a PERF4RMANCE /^ Q &2" OR LESS / 9� tdA�C. °a z°'� W I 7 H T H E I R A P P L I C A B L F S T A N D A R D(S) A N D A R E F O U N D � W I N D O W 5. S E E � (7 y p_ E q�H o o sa n TO BE E4UIVALENT TO OR STRONGER 7HAN 1HE � "FRAME ANCHOR � S�pE) � � �a�'i ANCHOR(S) lJSED !N TESTtNG WITN THIS PRODUCT. � ftEQUIREMEMS m �Q��y � g Q�� TABLE" ON 7NlS SPACED � W°� INSTN1A710N EVALUA710N t5 BASED ON APPLICABLE aNCHOR SfANDARD5 NJD/OR SHEEf FOR `+y �N� INFORMAl70N k RESUL75 FROIA APPUGtOIE TES(REPORTS. 7HE FlAR�M BUILDING REQUIREMENTS. CODE VER'SION CONSIDERm WRH 7'HE EVnlAA0.TI0N W!5 THAT W FORCE A7 iNE TI11E Z OF THE£VALW1ItDN. 1N 1}if EVEM�r�OE VER�ON CtiANGfSJUADA7ES OR IN EQUALIY � � i� THE EVEM 7NAT NEW 4E2 ADDit2ANPI TESiiNC t5 COAiPt.E1E0 OH TNE REFfF2ENCFD PRODUCf,PRIOR TO STATING COqE COMPW�ICE WRH TNE 5fAiE,iHE MANUFAC?URER SPACED W ? SHALL CONFlRIA WIfN THE INSiAlA.ATIUN EVALIIpT10N ENGINEER OF RECORD 7HAT'fFIE INSTALLHTIONS SPEGFlED HERE^�N ARE CURftEM WrtH THE 1HEN CURREM TESiING, J t0�AND APPLIGSt.£SiANDAROS. � // � S ' FftAME ANCHQR REQUIREMEMS TABLE -T -� � OPFNIUG TYPE FWME/CI�PfNAIL FIN TO NINIIAUM MINIIAUM � NO ANCNORS REQ�D EXTERlOR ELEVATlON• 4 M� �` C90 �suamu�} a�NC ras�vEa m�e euam mcE osr. IXTERIQR E�E�IATI(}AI' AT tt£A6 & S��L > zm '"'".zx`w°°°r�`""E°R e`T"`�� F1N INSTALLEO SERIES 10) �FRAME SCREW INSTALLED SERIES 20) �. Z��N (MIN.GR.3&G=OS5) N0.10 SMS OR WOOD SCREW 1 1/4" 3/4' � O � m �H.�a ca�3�uErra siuo No.�o cs.s s�rna/oa�tt sc�xr ry� �/2' SCAIE: 3j4» _ �•_0° SCAlE: 3J4" = t'-0" ^ �¢F:� MIN. 7/8"711K!J6 SiEll. Np.10 GR 5 SEIF TAP/bRILL SCREW NLL iJY � ��z� 411N. 1/8'iNK 6063-T5 N.UM. N0.10 GR.5 SELF TAP/DR1U.SCREW FULL 1/2' � �W' C-90 CIAU/2500 PSI CONCREfE �2J 1/4'CONCREIE SCREW 1 1/4" 2' � � W?��m t��iNS�raunT�oN c��P scREws {sER�ES 2a} ALLOWABLE DESlGN PRESSURE �N��n MIN.�IN.GR.3Fk GEO.SSOUCK N0. 10 SNS OR W000 SCREW r i/a' a/a� (SINGIE WINDOW) �OWABLE - �3(4j~� c ) wiNOOw size J MIN.18 CA 33 K51 MEfAL S1UD N0.10 Gft.5 SEIf 7AP/pkiLl SCREw fuu �fz- ARESSUR£ u�N.�Ja'm�c kts 5TEE1.. No. to c2 5 sEtF iaa(oRiu.sCREw Futt ij2- MA)C, biAX. �1XED StSH aCTNE SASH (POSmvE `�'3`� MW. 1/8'THK 6063-T5 AUJA1. Ntl. t0 GR.5 SEIF 7AP DRILL SCREW NLL t/2' fRAME FRAME �� MEETING RAII. MEETING RAIL WIpTH HEIGH7 REINFORCEMENT REINFORCEMENT RFJNFORCEMENT & tS�='��i{!� ' C-90 cMU/25oo vsi co�'u G FINs,FASTENERS�(S R ES 10} � �/4 (IN.) (iN.) N�PS� s��>�y�,' ��a��°�',��, a wN.27s+w000�uue aa sucK C3)N0.8 X i iJz-s�+s i a/e• i/z- ay 36 59.5 NO NO �S 35 � q.�� L�... ...':,;�,� o ^ 4= (uiN.GR.3 e G=O,SS) a)36 72 YES NO YE5 35 �`�:' • '�'� a N �° NIN.2%4 w00D FFtl�ME OR BUCK µ)Z•%11 CA ROOFlNG WJL }7/8' 1/2' (�)42 72 YES YES YES 50 ��N�Q�RFORMANCE ;�;4 � ,�^. 0�,�.� ii. \� �^z {ta 1 N.G R.3 k G-0.5 5 j =}4$ 5 9.5 N Q Y E S Y£S 3 5 - :W � .�; :�' �;�o a 3,,; uiN.tJ8'1NK t35 StF!:t P}!,*�.E�s.5 SE'S i:.Pj^v^na:.SC+s�:i FUtL ij2' z)4$ 72 YES YES YES 35 `��o ¢ O�� w IAIN. 7/8'7HK 6063-TS ALUb1. (�)N0.B GR 5 SELF TAP/DR14A.SCREW FULL 1/2' (�7 4$ 84 YE$ YES YES 35 ��`y� � '+",�;��a Z (1)FRnhtE SCREVS SW�.L BE PAN HEAO OR HIX MEAD SCREW (�)WINDOW HAS A MAXIMUM 35�TALL BOTfOM VENi. �� " : �+j"e 3 (2}CO»CR£2£SCREWS StNLL 8£ELCO Ui71?ACONS.ELCO CR£TE-FIDC,tiW RAMSETf RED (�1 WINDOW NAS EOUal TQP &BOTCOlA VEMS. i`'�4C�;'-•.,, •°°.�4✓�+..�' s T i s�.� .;.��G � HEnD FAPCONS OR NICTI XtYK-fAN ti(NAROEN£D 57Et1 OR$.SJ. PRESSURE SN(7WFJ Itd THiS TA$�E tS FOR INSTA�tA'fiON COND(TlONS r t .[j. �d uw+w�xc no. HEV. `3�OREHAVE A flATRwASHFR AT�7}IE SCREIVL HFAD.HEY MUST 9E A wAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS �'d3C7$qfn9`�� 1572 D (4J ROOFInG NAiIS ARE ONI.Y APPUCA9Lf wllH SfANDnRD PERfORM�WCE WINWwS(N/A SHAI.L BE THE LESSER OF TNA7 SHOWN IN THE INDMDUAL, s�+EET No. WRN HIGN PERFQRUANCE WIN�Ori5) WINOOW'S S7ATE APPRdVA� 4R THAT SNOWN IN THfS TA$�E. } °F 5