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� ORnxH HI p�ECKEO Br NAu. GENERA� NOlES- FOR MnX. FRAME WIDTH, SEE FOR AAAX. FRA1.1E WIDTH, SEE�,�f ^°T'_ °"'E�N.s � NOTE BELOW � m�os�+• �_ Fl�FFSIENERS SHnIL DE IN ACCOROnhLE tvliN THESE ORAWiNGS. SPEL�FlED u+CHOR EM3ED TO � ry'OTE BELOW q� - � HASE RWTEft1aL Sw1LL BE BEYOND wALI FlNISH CR SiUCCO. 4 I 2 OPENINGS,BUCKI�G dc BUCIONC FlSTENRS MUSf BE PROPERLY�ESiGNFA k WSiALIED TO�RF�S.'E7i � s 8 vI1ND LOADS TO THE STRUCTURE. � a 3. 1MESE NON-IUPACT RA1ED PRODULi!NSiALIFiiONS�RE IN:.xoao��ce••mN ar�o s+�[7 Tr.e . 4• M� REOIIIREMENIS OF 7HE fLORtDA BUILOINC CODE(FBC). {, pLL pNCHORS SECU0.1NG PRODUCT FWJ.�FS TO PRESSURE TREATED BUCKS OR WOOD FRh�aWG SHnLL � , � BE CAPABIE OF RESISfING CORROSION C4USE0 6Y 7F'E PRESSURE TRFAIING CNENIGlS IN THE WOOD. 5. 4ATERNIS.MCLUOING BU�NO7 LI�nAED TO STEEL SCREWS,THAT COME IMO COnTM1CT WRH OTHER �� qgTc�ER L'JIiHiN 2� � ' OISSiMIWZ MAT6'2N:5 SHALL NEE�iNE P,ECL'�RE�M:S Of FOR�DA BUILD�NG COOF CNaPTER 20. I I FRAME SCREWS WHERE SHOWN a�� I6. TO TNE BESf OF OI1R KNOWLEDCE TNE PROOUCi SHOWN HEREIN 6 LERPFlED&OUaIrtY nSSURED qi SiC�S. ScE ��i(L:�rE nM1GivR I _��L��.��.��„�,��cm„c�,qnn,y�n.r.�rt�y a SHALL @E IABELED IN nCCARDANCE WITH 7T!E OF CORNERS & 4 �I2� I I I I I II W I�I I i � II IFBC WJO THE FLARIDA DEPARR�FM OF BIiSINESS @ PROFESSIONAL REGUTATION SPECIf1CATI0NS. �J,4X. O.C. WHEN JOB REQUIREMENTS TABLE" ON THIS o s PR,^.OL'Cf tiSSE_!9LY 5 NOT PAfiT OF 7H�5 nRA�ANG AND SHAII BE IN ACCOROF�uCE WIiH 7HE 'I II q��UIP.EC CES;Gr: SHEET FOR REQUIREMENTs. INANUFACiURER'S OWl11Y ASSURANCE SPECIFlCA710N5 k TESTING RWORTS. J CZ (NOTE THAT kHEN JOB I � II�I�I I � I� 7, CFR�FlGTON OF THESE PROOUCf La57�LUnONS SH0.LL BE CONSIOEAEO VOiD Ir N.Y 0:THE • I PRESSURE IS OVEP, +/-35 I I- FOLLOWING APPLY:1)PROOUCT IS INSTALLED W11}10UT A BUILDING PERNR FROY THE MPUG18lE IOCN. �� PSF; 9" MnX. O.C. WHEN w 5 � REQUIRED DESIGN PRESSURE IS �;�,�,��,t„��. ,;pR0(1U(7�.S wSTaLLED BY nN1'ONE OTHER TWJI A UCENSED COMRACTOR 5 � �po o�p�';a�p p�S!,^ n' OVER +/-35 A FRAME FILLER _ p(pQiIENLEO WI1H INSfALLATDNS Of Ti;IS T'PE OF PROOUCT. 3)If CHPNGES W.VE OCCURRED TO 7HE pRESSURE IS + -35 PSF o MUST BE USED AT EACH FRAME PROOUC7'S CFRTFlGttION ENI11Y5 C�iTI1lCA7E 71U�7 CnUSE THESE INSTALLA710N5 TO BE iNCORRECT OR � iNcoNssrFxr win�vn+nr ws e�v TEsr�o. OR LESS. SEE "FRaME z SCREW, SEE SHEEf S FOR 6. THE LFASf DESIGN PRESSURE SPECIFlE�ERFiER IN THIS DRAwING OR IN THE PRODUCTS CERiIFlCATION ANCHOR REOUIREMENTS w PART DETAIL) _ SHa1L COMROL FOR THE INSTAL.EO PRDOUCi. — �� 9.THESE ORAwiNCS CERiiFY�HE-PRQ��Ci��STA[D171��'1`p�hT£R-PROORNG-0E-1'xiHNSf tE-�N��S-5 / 6• 1H PROOUCT IS NOT PART OF THIS INSfAUAnON CiRTIGIGTION. THAT RESPONSIBItf1Y SMAIL BE�T Of THE FOR REQUIREMENTS. � 4'ANUFACNRFR k/OR INSfALLER. _ - - � Z � - O�yO�p_- _ - -- _ �-- ------- -—g"— —3 ��N o _'_'____ _ __—__'_"-__—_— ---__ _' '_� __'_—___ 5—' � � —� o o�N�' I I , � LL I 3 �aael! r "=5i1 INSIAWTION EVALUAlION IS BASm ON APPUCRBLE ANCHOR STANDMDS PNDIOR MFbRIdA710N k RESULIS I a �0��_I� M �py qpp�UgLE 1ESi REPORTS. T11E fLORIDA BUIIDING COUE VERSON CON90FRED WIiH THE CLUSTER FIN FASTENERS AT � EVpWA110N W/SINAT W FORCE A1 7FIE 71ME 0�TIE EVAlW710N. IN 1`iE E�El1f OF LODE�SION MEETING RnIL ENDS SUCH THAT � � d CWWC6/UPDATFS OR IN T1E MNf 7NAT Nfl+OR aDOfflONel 1FSfWG 15 CONPtEIE�ON 1NE THERE ARE A TOTAL OF 5 o I � RffERENCEO PROOUGT,7Ni0R TOSTAPNG CODE COMPUANCE Wf(N 7HE SiA7E.TNE LLM1NUF!&NR£R S�Wl I YOSIIIO1�1tD AS SHOWI�I. SEE � Z �� CONFlfl�W(IH 1NE PJSf4LAlON Eti'ALW110N ENGI;IEER OF RECORD IHAT iHE ilSi�W.ilOf:i�x'E:::7'rb � � I�_w��w�ur wn.�n¢rH�i+cunaErrt T¢nr+c.cooc u+o nPrurls�c sTu+ani+us. "FRp,ME ANCHOR REQUIREMENTS z w s FRAME ANCHOR REQUIREMEMS TABIF TABLE" oN THis SHEEf FOR c� � REQUIREMEMS. Z LL FRAME CIJP NAIL FlN TO . Bl = � - MINIMUM MINIMUM � OPENING IYPE � � EMBED EDGE�15L Q � • j� - ^ � , (SUBSTRATE) OPENING_F�SiENER iYPE . - - / " -'� J�� (�) FRAME SCREWS --- --- ---_— - - a° Mnx. �- Z z a�a MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4' " ' � � � N �'O m (MIN. GR. 3&G=0.55) Q ' NIN. 18 GA 33 KSI MEfAL STUD N0. 10 GR. 5 SELF 7AP/�RILL SCREW FUIL �/z' EXTERIOR ELEVATION: i � z�=n� MIN. 7/B"THK A36 STEEI h0. 7G GR. 5 SELF TAP/DRIIL SCREW FUIL �/z' EXTERI'OR ELEVATION: c�ni,r,i F WIfJf�QW , � � Z<�`i , n ��y. ,/g'?h!K 6063-ig ptUN. N0. t0 GR 5 Se.�Tnr/DRILL SCncVi Fuu i 1/2" $�T�v�� 4��Ci.7:� .. ' � u� � W:_oWg� I lAIN.C-90,CMU OR 2500 PSI CONCREfE �Z� 1/4� CONCRETE SCREW 1 �/4 2� SCALE. 3�4" = 1�-0" SCtii. 3�4" = 1'-0" � w � '� l FRAME SCREW MOUNT CONDITION) I I) n I W?e�� I (�) INS?ALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION� � � gr;�_,:; I MIN. 2X4 WOOD FRhME OR BUCK I I�'n Ie v�'�=II � I N0. 10 SMS SCREW > >/4' I �/2' SIvE JAiviB N =3U��° (MIN. GR. .i cc G=G.55) � MIN. 18 GA 33 i(SI METAL STUD N0. 10 GR. 5 SEIF TAP/DRILL SCREW FULL �/z" NOTE: FOR MAX. SINGLE ANCHOR ��11l��11�� 3 i MIN. 1/8�THK N6 STEEL N0. 70 GR. 5 SEIF TAP/DRILL SCREW FULL i/z" WINDOW FRAME DIMENSIONS SPACING TABLE ��` �a3� ��i o S3'� MIN. 1J8�iHK 6063-TS ALUM. N0. 70 GR. 5 SEIF TAP/ORIIL SCREW FULL �/2" AND ALLOWABLE t�ESiGN MAXIMUM MAXIMU4l e��l��r'�� '•:��Y�g� � tx� •�a�co�cR�sc�eH � �/a" �" PRESSURE, S�E A?PllC�BL� FRAME o.c. ��' �'�n odo: _ m 6 I zsoo�si coNc��r� � (3)NAILING FIN FASTENERS FLORIDA APPROVAL I WIDTH SPACING :2�ri� .., .� LL' � n .MIN. 2X4 WOOD FRAME OR BUCK N0. 8 SMS SCREYI � 1 3/8' 1/2" (IN.� (IN.� �� a.-K �a: ''Q� �e (MIN. GR.3 k G=0.55) j4 7 2 ��.J� p N �� z MIN. 2%4 WOOD FFtAME OR BUCK 7� GA. ROOFlNG NAIL 7 3/8' 1/2 •, "" (MIN. GR. 3&G=0.55) 36 �� '�'��°'6y6;"..j�QQ�O� � �', z�a �.�iN ��g^7H;�p35 S(EEl N0. 8 GR. 5 SELF TAP/DRILL SCREW FUIL �I2� AL7��aTf AN�HOR/SUB«ATE EVAlUAl10N N07E: // M � \ • MIN. 1/8�THK 6063-TS ALU>n, N0. 8 GR. 5 SELF TAP/ORILL SCREW FULL �/Z� ALL ALTERNATE ANCHORS IN THEIR SPECIFIED ��/1111��` - o �rv ucqn cr,v,nv SUBSTRA7E$ HAVE BEEN ANAL'2ED IN ACCORDANCE (1)FRAME AND iNSA�JuivN Cii:SCHc�S SI-L'+Ll BE%�� ••^-^ •� I WITH THEIR APPUCABLE S7ANDARD(5)AND ARE FOUND THESE OW.WIMS nRE RPPUUBtE ONLY TO 1HE PHOWCT o wiNc N0. REV. Io �TO BE EOUNALEM TO OR STRONGER THAN THE SPEGFlED.MEY 1MY NOT BE USm FDF 11iE 1SSEu0LY �H6] A II(2)CONCRRE SCREWS SW�LL BE ELCO ULTRACONS (C.S.), ELCO CREfE-FLEX (S.S.). ITW 0/OR WST/.LIA110N Of ANY 0�lSEft VRODUCT NOrl WY M\45�i/RED Hu�O T:.PCONS (C.S. OR S.S.) OR NI!TI KWIK-CON II(C.5 OR 5 S.). I ANCHOR(S) USEU IN TESTING WITH iH15 PRODUCi. I rHEr se usm f'oa(+nnowu a+o/oa ioou erPaoix SHEEf NO. � I�'+�wHEN SCRE4MS ARE USFD�VITH 7HE NAI�FlN. THEY MUST BE A PM HFAD OR WAFFLE HEAD �um aaooucr Nor vaooucm�r n�e uu+urReniaea I � _ � �� u wi•• - ' SCREW OR HAvt A�1A7'ri,45riER i�i 'c SCnc: 1