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v� � ALTERNATE ANCHOR/SUB5TFtATE EVALUAl10N NOTE: MAX. FRAME WIDTH �.�� p tK i�� ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN PER FLORIDA APPROVAL °LO1� °"�v ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EOUNALENT " 09�v�'i TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT (N.T.E. 43 7/2") 7 2 A7 INSU.LLATIDN EVPLUAlION 6 B45m ON APPLICABLE ANCHOR Sf�1NDARDS AND/OR INFORIEATION dc NOTE: ALL ELEVATIONS �FlN 6 0 _ RESULTS FRON MPOCABLE 76f REPORIS. THE RORIDA BUILDING CODE VERSION CONSID6tED WITF1 SHOWN HERE-IN ARE THE EVALUATION W/S 1HAT IN FORCE AT THE TIME OF THE EVAWATION. W THE EVENT OF CODE FOR USE IN DETAILING � } 3 VERSION CH4NG6/UPDATES OR IN THE EVEM TFihT NEW Ofl ADOf110NAL TFSTiNC IS COMPLEfED ON iME �' REFERENCED PRODUCT,PRIOR TO STATING CO�E COAIPLIANCE WffH THE STATE,THE MANUFACTURER THE INSTALLATION OF � SHALL CONFlRM WIiN iHE INSfALLATIDN EVALUAIION ENGINEER OF RECORD THAT THE INS�ALUTIONS THE DOORS ONLY a / 8� �� SPECIFlEU MERE-IN ARE CURREM WfiH THE TMEN CURRENT T6TING,CODE AND APPLJCABLE 57ANOMDS. n'PE, SHAPE BC g � � FRAME ANCHOR REQUIREMENTS TABLE CONDITIONS RELA7IVE � o � € TO THE DOOR PANELS C1 D1 INDNIDUAL FRAME � � OPENING IYPE FRAME/CLJP/HINGE/STRIKE TO MINIAdUM A1INIMUM & DOOR FRAMES SHALL � g v / � g o 7 � SCREW WHERE SHOWN. (SUBSTRATE) OPENING fASTENER TYPE EMBED EDGE DIST. BE GOVERNED BY THE �* / � k = � SEE "FRAME ANCHOR � a = FRAME SCREWS DOORS PRODUCT n FIN FASTENER WfTHIN REQUIRENENIS TABLE" (3)IAIN. 2X_WOOD FRAAtE OR BUCK APPROVAL & SHALL BE � 2' OF CORNERS & 5' - MIN. GR.3 &G=0.55 N0. 10 SMS OR WOOD SCREW t i/a' 3/a' AS CERTIFIED BY THE �' ON THIS SHEE7 FOR ( ) TO 7" MAX. O.C. SEE z APPLICABLE w REQUIREMENTS (ONLY MIN. 18 GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" F: ��FRAME ANCHOR REQ�D WITH NAIL FIN MIN. 1/8�THK A36 STEEl N0. �o GR. 5 SEtF TnP/DRiLL SCREw FULL t/2' CERTIFICATION ENTITY z REQUIREMENTS TABLE' MOUNT CONDITION) � MIN. 1/8"THK 6D63-TS ALUM. N0. 10 GR. 5 SELF TAP �RILL SCREW NLL 1/2' ON THIS SHEET FOR W C-90 CNU/2500 PSI CONCREfE (�) 7/4'CONCREfE SCREW 7 � 4• Z' > REOUIREMENTS. Qtn o a� z (z)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION) HINGE REQUIREMENTS � �no � ��'o MIN. 2X4 WOOD FRAME OR BUCK N0. 8 X 1 1/2"SMS 1 3/8' (�)N/A MAX. FRAME QUAN7TfY ¢ � �� Fo 0 (MIN. GR.3&G=0.55) HEIGFiT PER PANEL o �� a ��i MIN. 1/8'7HK A76 STEEL N0.8 GR.5 SELF TAP DRILL SCREW Fl1Ll (�)N A OVER 85 3 4" 4 � w� � Z<� MIN. 1/8'THK 6063-TS ALUM. N0.8 GR.5 SELF TAP/DRILL SCREW FULI (Z)N/A 85 3 4" 3 O \ �� O � � INSTALfATION CLIP SCREWS ALTERNATE STRAIGHT CONDITION � �yo g NS� MIN.2x6 WOOD FW�tE OR BUCK No.e X t t/2'SMS i 3/8' 3/a' EDGE DISTANCE MAY BE � STRIKE SCREWS INTO �3 W �n`�'.� (MIN. GR.3&G=0.55) F- Q SUBSTRATE (2 PER w a ^ MIN. 18 GA 33 K51 UEfAL 5R1D N0.B GR.5 SElF TAP DRILL SCREW NLL t/2' DECREASED TO 1/2" IF � \ STRIKE PLATE�. SEE �� SCREWS ARE ANGLED 15 W o �O MIN. 1/8"THK A'Sfi 5TEEL N0.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 2 ��FRAME ANCHOR N TO 20 DEGREES AWAY HINGE SCREW INTO W� MIN. 1/B'THK 6063-15 ALUTA. N0. 8 GR.5 SELF TAP DRILL SCREW Nu �/2' FROM THE EDGE � SUBSTRATE 1 PER REQUIREMENTS TABLE" �� ¢ � ON THIS SHEEf FOR w HINGE & SINGLE DOOR STRIKE SCREWS � HINGE). SEE "FRAME SCREW REOUIREMENTS v'�� (�)uIN. 2X_WOOD FRAME OR BUCK � ANCNOR REQUIREMEMS r-a (MIN. GR.3 &G=0.55) N0.B SMS OR WOOD SCREIV 1 1/4" 3/4' � TABLE" ON THIS SHEEf ��TCH & DEAD BOLT W� �o MIN. 78 GA 33 KSI M1EfAL STUD N0. B GR.5 SELF TAP/DRILL SCREW FULL 1/2' GENERAL NOTES: � FOR-SCREW � STRIKES). _� Z� _ 1. ALL FASfENQtS 3iALL BE IN ACCARMNCE WIfFi TH6E DRAWINGS MIN. 7/8'THK tiSfi STEEL N0.B GR.5 SELF TAP DRILL SCREW Fl1LL 1�2� SPECIFlFD ANCMOR ENBm 7D BASE WTERIN_Sli4LL BE BEYOND WALL REQUIREMENTS. v0 W a FlNISH OR SNCCO. d'Z W< MIN. 1/8'7HK 6063-TS ALUTA. N0.6 GR.5 SELF TAP DRILL SCREW NLL 1/2' 2 OPENINCS,BUCK�uG&BUCKING FtiSfFNERS uUSf BE PROPERLY ¢ Z��'n'+ C-90 CMU/2500 P51 CONCREfE (�)3/16'CONCREfE SCREW 1 7�4� Z• DESIGNm&INSfALLID TD 7RM5FQ2 WWD LOADS TO THE SfRUCNRE �� Z Pz�n DOUBLE DOOR STRIKE SCREWS ACC ROANCE�WfiH�o�E REO�R'EMEMS O�FNIH�FLORIDA 3 61a��< BUILDING CODE(F9C). �� a; MIN.2X_WOOD FRAME OR BUCK -.a g NO. 12 SMS OR WOOD SCREW 1 1 d J 4 4 ALL ANCMORS SELURWG PRODUCf FRAA16 TO PRESSI1flE iRFATED W� ��u (MIN.GR.3&G=0.S5� �• �• �UCKS OR WOOD FRAUING 5lW1 BE CAPABLE OF RE95fING CORROSON aZ WZ�dm GUSED BY THE PRESSURE 7PFATING CHDIICALS IN TFf WDDD. aF�s� A71N. 18 GA. 33 K51 MEfAL SiUD N0. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2' i yqTEpWS�INCLLAINC BUf NOT L1NffID 70 SfEE�..SCR6V5,THAT v�om�`o MIN. 1/8"THK A36 STEEL N0. 12 GR.5 SELF TAP DRILL SCREW FULL ��2� LONE IMO COMACf WIiH OTHER UISSIMIWi IMTERIALS SWJl NEEf TNE INTERIOR ELEVATION: �yZ^�a REOUIREbIEMS OF FLORI0.4 BUIIDWG CODE LWWTER 20. �AIN. 1/8'THK 60fi3-TS ALUM. N0. 12 GR.5 SELF TAP DRILL SCREW FULL 1�2� 6. TO THE BESf OF OUR KNOWLEDGE,iHE PRODUCT SHOWN HER�N IS SINGLE DOOR WffH DEADBOLT LOCKING SYTEM �3U a C-90 CMU/2500 P51 CONCREfE (�) 1/4'CONCREfE SCREW 7 7�q' Z' �F�FlED&qWWIY ASSURED Bi A FLORmA STATE APPROVED SCALE' 3 4" = 1�-O� \<�6�a"��'��/ � vy a CEHPFlGTION/OA EMIIy k SW�LL BE LABELED IN ACCOR64VLE WIiH THE • � \ y� � u� �4) NAILING FIN FASTENERS rec,wo n�twwon oeanatuQrr ov suswEss a�arm�ssiouu �� P 39 � (NAIL FIN MOUNT CONDITION) .,� F�,,..•....•,, �j dp� REGUU710N SPELIFlGTIONS PRODIICT ASSE618L7 IS NOT PARf OF'iH15 � � MIN. 2X4 WOOD FRAME OR BUCK a �i; ' , q� i,i NO.B X 1 1�2�SMS � 3�g' ��z' OR�WWG!WD SHALL BE Pl ALCORDANLE WfiH 7NE WWIJFACNRER'S ��Q-� � 'Y � (MIN.GR.3&G=D.55) ounurc nssuanNce srEananoNs a��snr+c aeeoars. ALLOWABLE DESIGN PRESSURE �Z�� "�;`�� 0 6 MIN.2%4 WOOD FRAME OR BUCK 7• CERTIFlCATION OF THESE PR�DUCf INSfAllhT10N5 SHALL 9E �U;y r O O;,o Z N p,p 11 G0.ROOFlNG NAIL � ] g � Z CONSIDFAED V01�IF MfY OF THE FOLLDWINC MPLY:1)PRODULT 6 (SINGLE DOOR) e Cq�_ � �;8. o � MIN.GR.3 k G=0.55 �� ( ) INSTALLm WfIHOUf A BUIIDINC PQtNR FROM TIE MPIJCABIE IDGL .w d' Q o:z= Q MIN. 1/8'7HK A}fi STEEL ND.8 GR.5 SELF TAP/DRILL SCREW FULL ��z' BUILDINC DEPARTNINf. 2)PRODUCf IS INSTALLED BY ANYONE OTHER SEE FLORIDA APPROVAL �3�v, � y[�::d� � �o � TtU.N A LICENSm CONfRAC10R IXPQtIENCED WrtH INSfMIAiIONS OF 7HIS ��i � Vj� � �^� MIN. 1/8'THK 6063-TS ALUM. N0.8 GR.5 SELF TAP/�RILL SCREW FULL 1�2" 7YPE OF PRODUCf. 3)IF CHANGES HAVE OCCURRED TD THE PROOl1CTS � J �?o ¢ ' (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, I1W RAMSET/RED CERTIFlCATI�N EMffYS CERIIFlCATE THAT CAl15E iHESE INSfALIFTICINS TO '0�6�"'••......_•'��Q�em� � � BE INCORRECT OR INCONSISfENi WfIH WHAT HAS BEEN 7FSIED. / db O d HEAD TAPCONS OR HILTI ICWIK-CON II (HARDENED STEEL OR S.S.). e. 7HE�Fasr oEsicrl Pe65UttE sPEciFlm FIRiQt iN nus�rtnvnNc ofi SB M i�PP e� (2J STANDARD BENT CLIP INSlALLATION SCREWS SHALL BE POSRIONED WITHIN 1/4'OF iHE W 7HE PRODUCIS CQi11FlCATION SHAl1 CONfROL FOR 7HE ULSTALLm '��r013B 10��, 3 BUCK/SUBSTRATE mGE AND, IF IMO WOOD,ANCLED 20 TO 30 DEGREES INTO iHE BUCK. PRoouCT. (3)2X_BUCKS SHnLL BE OF A MINIMUM DEPTH REOUIRED TO MEET nNCHOR EDGE DISTANCE B.THESE DRAWINGS LQiPFY TNE PRODUCT INSfAL1A'iION ONLY. WATER R1FSE�RAWINCS ME RPPl1GBlE ONLY TD THE GROOUCf W�G N0. RE. REOUIREMENTS BUT NO LESS THAN 4 7/2'(2%4). aaobnNc of'iHE it+s7num pfmouci�5 rtoi anRT oF 7Hts u��UanoN SPECIFlED.THEY UAY NOi BE USFD FOR T1E ASSEMBIY '�774, B CERT1FlCAl10N. THAT RESPoNSIBIIlIY$F{ALL BE THAT OF THE NJD/Ofl INSiAUATON OF ANY QfNER PR�OUCT NOR YAY (4)WHEN SCREWS ARE USED WRH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR NANUFACiURER&/OR INSTALIER, iHEY BE lISEO FOR RATONAL AND/OR IDCAL APPROVAL SMEEf N0. OF ANY PpODUCE NOT PflODUCm BT 7HE lWlUFpCRIpER '� OF 8 HA A FLAT WASHER AT THE SCREW HEAD. srntEo orv n�[s[oanvnHcs