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ow,w,vm er: u¢am ar: GENERAL NOTES: 746' MAX. FRAME WIDTH 48" MAX. FRAME WIDTH ""` ••s 1, A11 FISTENERS SNnLI BE IN ACCORDANCE WrtH THESE D.4Aw�NCS. RDT` °"E SPECIFlED M1CH�R EUBEO TO 8f5E bfAlERIAI.5l1AlL BE BEYOND WALL 3,• 3e ,-x. o�/x/�o FlNISH OR STlICCO. 2 OPENINCS,BIICKING k BUCKING FASTENERS MUST eE PROPERLY EQUAL EQUAL EQUAL EQUAL k' g DESIGNED k INSTALLED TO TRANSFER WIND LOADS TO 1HE SfRl1CTURE 6" MAX. SPACING SPACING SPACING 6� M�' SPACING 6 �• a = 3. THESE NON-161PACT RATED DOOR STSiEM IN5fALlATIONS ARE IN ' ACCOROANCE WRH ANU NEEf TME REQUIRF�AQJiS OF THE FLORIDA SIMIUR SiuitAR SMitAR BUILDING CODE(FBC). A A A A � � 4, ALL ANCHORS SECURWG DOOR FRAME TO PRESSURE TREATED 3 3 3 � 3 � BUCKS�OR WOOD FRAMING SHALL BE GIPABLE OF RESISiING CORROSION CAl15ED BY TME PRESSURE TREA7ING CHEMIGLS IN THE w000. 6" M!il(. 6" MAX. � � 5, MATERNiS,INCLUDING Btf�N0T UMIiED TO STEEL SCRENS,1HAT T COME INTO COMACT WITH OTHER DISSIMILAR 6UITERWS SHALL MEEf � j j I pppp5�f[ � o � THE RE�UIRENENTS OF FLORIDA BUIL�ING CODE CHFPTER 2�. � 6. TO 7NE BESi OF OUR KNOWLEDGE,THE DOORS SHOWN MEREIN B 8 � ARE CERTIFlED&OUAUtt ASSURm BY A FLORIOA SfATE APPROVED 3 � 3 � � �a CEHIIFlCAl10N/OA EN117Y k SHALL BE lABELE�IN ACCORQ4NCE WRH 0 X O O p P� THE fBC AND 7HE 9N-3 FIOftIDA BUIL�ING COMNISSION SPECIFICATIONS. OOOR ASSEMBLY IS N0T PART OF THIS ORAWINC AND _ SHALL BE IN ACCOROANCE WITH iHE MANl1fAC1UREfi�S OUALfIY ~— oPPOSIiE ASSURANCE SPECIFlCAilONS&T6T1NG REPORTS. = B B FRAME SCREWS WHERE < 7. CERi1FlCATiON OF THESE DOOR INSTALIATIONS SHALL BE W 3 0 3 p CONSIDEREO VDIO IF ANY OF THE FOLLOWING APPLY:1)THEY ARE = SHOWN. SEE "FRAME � INSTALIED WRHOUi A BUILDING PERUIT fROM 7HE APPUGVBLE LOCAL ---r- ANCHOR REQUIREMENTS � � BUIIDINC DEPARTMEM. 2)IF THEY ARE INSTALLED BY ANYONE OTHER � � 7HNJ A LICENSED CONTftACTOR EXPERIENCED WIiH OOOR TABI.E' ON THIS SHEET � WSTALV1110NS 3)IF CHANGES HAVE OCCURRm TO THE PRODUCYS � �8� M�• 18� MAX. CERTIFlCATIDN EM1IY5 CEAiIFlCATE THAT CAUSE THESE INSTALLATIONS O.C. FOR REOUIREMENTS. O� � � w� TO BE INCORAECT OR WCONSISTEM WfiH WHAT WS BEEN iES7E0. ~ W�O 8. THE LElST DESIGN PRESSURE SPECIFlm EffHER IN THIS DRAWINC � � � � � �N� OR IN THE PROOUCTS CERTiFlCAT10N SFiALL COMROL FOR THE � � ��^ wsraueo 000R. FRAME SCRE4VS AT z � Z¢� 9.THFSE DRAWINGS CERTIfY THE DOOR INSTALLATIDN ONLY. WA7ER o FRAME SCREWS WHERE PANEL MID-SPANS ARE � � ¢ � PROOFlNG OF 7HE INSTALLED DOORS IS N0T PART OF THIS INSTALLA710N CERTIFlCA710N. T�T RESPONSIBIUN SHALL BE TNAT OF SHOWN. SEE "FRAME NOT REQUIRED WHEN v� s �g! THE MFNI1fACNRER&/OR INSTALLER ANCHOR REQUIREMENTS THE FRAME WIDTH IS � W oa'�° TABLE" ON THIS SHEE7 36" OR LESS (iYP. a a � FOR REQUIREMENTS. HEAD & SILL). � j j j � / � Z � � . 6" MAX. 6" MAX. Z � � � } LL z � > FRAME SCREWS AT PANEL EXTERIOR ELEVATION: EXTERIOR ELEVATION: ? Z MID-SPANS ARE NOT REOUIRED "OXO�� DOOR SEf SILL IN A BED OF ��0�� DOOR ? ¢ m WHEN THE FR4ME WIDTH IS SEALANT PER SECTIDN � W 710" OR LESS (TfP HEAD & SCALE: 1/2° = 1'-0" A/3 & 8/3 SCALE: 1/2" = t'-0" w� Z� na a c�a�� SILL). � wc�� w z� w W�� y LL�� ALLOWABLE DESIGN PRESSURE $ �Z�=W U$ms (ALL CONDITIONS) "� �N��j°� FRAME ANCHOR REQUIREMENTS TABLE + -50 PSF ��ti��"°��'+�e�� — "� ` FRAME SCREWS � 'd��P 'k��3j°`< 83 ALiERNATE ANGHOR.SUB�AlE EVpLUATION NOTE: �P��,.••° .,��Y/�� w OPENING TYPE MINIMUM MINIMUM ALL ALTERNATE ANCHORS IN THEIR SPECIFlED ��,' w•• � (z)FRAME TO OPENING FASTENER 7YPE EMBED EDGE DIST. SUBSTRATES HAVE BEEN ANALYZED IN ACCOROANCE -V t`�' � •Y- �� ($UBSTRATE) WITH THEIR APPLICABLE STANDARD(5) AND ARE FOUND :�;� �,�q uoi�3 Q _ '�" 4^ MIN. 2X6 WOOD FRAME OR BUCK N 0. 1 Q S M S O R W O O D S C R E W 1 1/4" 3/4" T O B E E Q U I V A L E M T O O R S T R O N G E R T H A N T H E ��:c� O F o:� � b` �o (MIN. GR. 3 & G=0.55) ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. 12� .� � n�C6a z MIN. 18 GA. 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ''•J�6•'•Z • �GJ` w �d �a MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCRE'N FULL �/Z INSTALLA110N EVALUATION IS BfSm ON APPLICAOLE ANCHOR STMIDARDS AND/OR ':�bjf'�'��()Fti�> " � � '� MIN. i/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 7�2�� INFORIMTION&RESI1L75 FROM APPIJCABLE TEST REPOR75. iHE RORIOA BUILDING `� CODE VERSION CONSIDERm N7R1 THE EVALUA710N W!5 TF1hT IN FORCE AT THE TINE 3 MIN. C-90 C+AU OR 2500 PSI CONCRETE �'� t/4" CONCRETE SCREW 1 1�4� z" OF THE EVALUATION. IN THE EVENi OF CODE VEfi510N CWdJCES/UPDAlES OR IN iHE EYENT TFIFT NEW OR ADDRIONAI-TEST�NC I$Lb41P�EfEP ON THE REFFRENCED TMESE DRAWINGS ARE PPPUGBLE ONLY TO THE PRO�UCT DRNWING NO. ftEV. (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (5.5.), INJ PRODUCT,PRIOR TO STATINC COOE CONPLIANCE WRN THE STATE,THE bIPNUFACTURFJi a�m.n�er unr Nor ee osm roe n,e isscueir �71 2 A RAMSET/RED HFAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II �C.S OR S.S.�. SHALL CONFlRM WITH THE INSTALLhTION EVALUATION ENGINEER OF RECORD 7HAT THE IWD/Ofl WSfNUTION OF PNY O1HER PROWCT NON lUY INSTAl1Al10NS SPECIFlED HERE-M ARE CURRENr WITF1 7HE 7HEN CURREM TESTING. n+[�'BE usm fnR aanowLL pND/OP�cu nPPaovu 5HEE7 N0. , (2)ALL FRAME SCREWS SHALL BE EITHER PAN HEAD OR HEX HEAD SCREWS. cooe ar�o naauenetF srnr�outos. or aur rRoouer Nor rRooucco er n�e u,wuvorrurs�n � oF 3 sra on n+�ornwiNcs