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rIlLSE OR�Ill�JGS II�C•IPI'I.lCAdLE ON';0,HE ,ITT
<br /> GENERAL NOTES: 0 r �:IR III,'��El.-eL`l 011 ;-IN AND I Aal.-
<br /> 'E ORZVINGS� SPE TO BASE N.,�'aRIAIL SiIAI P C"'O F!"Y..'of i'E"S�o
<br /> I. ALL FASTUERS SHALL OE IN AC,,'ORI)AfX, ,YIP, ::r_ CIf,FO ATICHOR F AN A�
<br /> Ill WALL HNISH 01;',TUCCO. CHORING OF MAIL .ujGR I`-STLLITION OF INY OTHER......
<br /> TILE,
<br /> nr USED FOR RAPOi�L AlIn,'OR I.CCIL
<br /> BEYCN 2. OPEN, "G ::S "!!�r IROPERLY NSTMLED TO IRANSi FR W;ND LOADS TO FIN 17, 01-IONAL OF W.'L'TiC9UCT NOT InOOUCED "Y illi.
<br /> THE STI`,TJ'f';TCl'j�'?E`U(:�K: 1. IF.` OF IOT �SIAIZD tHF-nRA.111M
<br /> -D:�ROIIJM V,c N 'CCORCIANC, dfli', I I) .,;c ['HALL 11
<br /> 3. THESE :%IPAI�7 RATi N!!MEET T:ic AJF�M :i 1H, V 2
<br /> 11/07I. '57 "AL! 'ES 4. DUI DING BE([F,�)
<br /> :U=AITC.';ORS lECUffl:!f;PRCU•Xf �j I, TREA;LD 0, i,111,1:1;
<br /> :IF
<br /> Tt ——————T—
<br /> _MICAU; N ',TXID� -P:F!EO.
<br /> L:K� .Q CAU-C ll.� -_ :,:, !��
<br /> 5. MIATER!ALS,4WLUDI,T;1, (Tr J7_ `AT ',CT Nff�l rjlt,F�OISSII.1101�%'ArEMALZ IT 70 111 NI'l CONT. 1-IN ,AA` 3E REVCIvf-��, 1;\:<. 10" M,%X.
<br /> SHALL MLET ;HF HEQUIRCMENTS CF t`,O:?z'A "I'DE(.!4APTi:R ZTL 5" MAX.
<br /> 6. TO PIE BEST OF OUR ANONLEDGE.111. PRODUCT lSIi0'hN HERON IS CERDFILD A QUALITY BY A FLORIDA SATE WHEN KEOUIRED BY
<br /> FRAME SCREWS OR
<br /> APPROVED CERTIFICAFICN/QA ENTITY&SIVUL BE LABELED IN ACCORDANCE NITII ME FOC AND THE FLORIDA OEPARTMENr OF OPENING CONDITIONS rA_�
<br /> BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART CF THIS ORiWINC AND SHALL BE INSTALLATION CLIPS
<br /> 'S QUALITY AS5URANCE SPECIFCATIONS&TESTING REPORTS. INHERE SHOWN AT HEAD.
<br /> N ACCORDANCE WITH THE MANUFACTURER
<br /> 7' CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) SEE "FRAME ANCHOR
<br /> PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OEPARTMENT. 2)PRODUCT is REQUIREMENTS TABLE"
<br /> INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED'WITH INSTALLATIONS OF THIS TYPE OF PRODUCT.
<br /> 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS 10 SIMILAR ON THIS SHEET FOR
<br /> BE INCORRECT
<br /> RRECT OR INCONSISTENT WITH WHAT HAS DEEM TESTED. w ACTNE INACTIVEJ Op REQUIREMENTS,
<br /> THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL POSRE
<br /> & M W 6
<br /> FOR THE INSTALLED PRODUCT. - g= /81
<br /> 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART U)
<br /> OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER&IOR INSTALLER. 4-
<br /> —STR
<br /> FRAME ANCHOR REQUIREMENTS TABLE PLATE
<br /> FIN FASTENER WITHIN 4"
<br /> OPENING TYPE FRAME/CUP/NAIL FIN TO IMINIMUM
<br /> o OF CORNERS & 5" TO
<br /> OPENING FASTENER TYPE EMBED
<br /> (SUBSTRATE) I MINIMUM EDGE DIST. w 7" O.C. SEE "FRAME z
<br /> L—STRIKE SCREWS INTO ANCHOR REQUIREMENTS
<br /> co
<br /> FRAME SILL SCREWS I t�E �7,0
<br /> SUBSTRATE (1 PER SILL SCREWS TABLE" ON THIS SHEET O� (yo
<br /> 1 0
<br /> 0 FRAME OR BUCK STRIKE). SEE "FRAME WHERE SHOWN. FOR REQUIREMENTS. OL
<br /> MIN- ,�, G_C NO. 10 SMS OR WOOD SCREW 1 1/4 3/4" LIT
<br /> (MIDI.'I;'R' ANCHOR SEE "FRAME m M Z<
<br /> 0
<br /> MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" REQUIREMENTS I ANCHOR U <
<br /> MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" TABLE" ON THIS REQUIREMENTS 0 Mi�
<br /> MIN. 1/8"THK 6063-TS ALUM. NO. 10 CR.5 SELF TAP/DRILL SCREW FULL 1/2" 1 0- SHEET FOR SCREW TABLE" ON THIS
<br /> C-90 CMU/2500 PSI CONCRETE (1) 1/4"CONCRETE SCREW I REQUIREMENTS. UJI LEI (WL
<br /> 2' SHEET FOR J 0-
<br /> d REQUIREMENTS. z
<br /> TS
<br /> (2)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION C) 0
<br /> 1 3/8- (2)N/A EDGE DISTANCE MAY BE
<br /> DECREASED TO 1/2" IF
<br /> NO. 8 X 1 1/2'EMS
<br /> (4)MiN. 2X_WOOD FRAME OR BUCK
<br /> (MIN. GR. 3&G�0.55)
<br /> MIN. 1/8"THK_A36STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2)N/A 0
<br /> SCREWS ARE ANGLED 15 0 m
<br /> MIN. 1/8-THK 6063-TS ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL (2)N/A TO 20 DEGREES AWAY z 0
<br /> Ljo
<br /> INSTALLATION CLIP SCREWS (ALTERNATE STRAIGHT CONDITION) FROM THE EDGE. cy
<br /> MIN. 2X6 WOOD FRAME OR BUCK 6" MAX. 6" MAX. L�g
<br /> NO. 8 X 1 1/2-SMS 1 31 4: V)2 oz 0,
<br /> (MIN. OR. 3&G=0.55) UJI_1 `Q R(n
<br /> MIN. 18-QA. 33 KSI METAL STUD NO. 8 GR.5 SELF TAP/DRILL SCREW FULL EXTERIOR ELEVATION'
<br /> F- I'< A
<br /> Q ;K.S2,-,,
<br /> MIN. 1/8"11-iK A36 STEEL .110. 8 CR.5 SELF TAP DRILL SCREW FULL �1/2_ 2—PANEL SLIDING DOOR DOOR Cc< E5 v
<br /> MIN. 1/8-THK 6063-T5 ALUM. NO. 8 OR.5 SELF TAP/DRILL SCREW FULL 1/2- SCALE: 1/2" = V-O" UICL
<br /> Z:�
<br /> cn I
<br /> Q� g
<br /> (3) NAILING FIN FASTENERS (NAIL FIN MOUNT CONDITION) Fn Z
<br /> 0 MIN. 2X_WOOD FRAME OR BUCK Lu 0
<br /> NO. 8 X 1 1/2-EMS 1 3/8- 1/2" MZ 8=3,
<br /> (MIN. GR. .3.&G=0.55) ALLOWABLE DESIGN PRESSURE
<br /> mm
<br /> MIN. 2X_WOOD FRAME OR BUCK 11 GA. ROOFING NAIL - 1 3/8- 1/2- (2-PANEL SLIDING DOOR) uo)(MIN. GR.3&G=0.55) A3
<br /> mn
<br /> "THK A36 STEEL (1)DOOR MAX. MAX. ALLOWABLE
<br /> MIN. 1/8 NO. 8 R. 5 SELF TAP SCREW FULL 112" CO3
<br /> MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- STYLE FRAME FRAME PRESSURE ,a
<br /> ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE- WIDTH HEIGHT (+/- PSF)
<br /> STRIKE SCREWS %", *
<br /> ALL ALTERNATE ANCHORS IN 'HEIR SPECIFIED (a) (IN.)
<br /> (1)MIM 2X.- WOOD FRAME OR BUCK
<br /> (MIN.OR..3& G=0.55) R EN 1 1/4- 3/4- SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
<br /> NO. 8 SNIS OR WOOD SO 41;
<br /> FUE — WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND CONTEMPORARY 95 1/,1. 95 1/2 40 U)
<br /> .4u 0 0
<br /> MIN. 18 GA. 33 KSI METAL STUD NO. 5 GR.5 SELF TAP DRILL SCREW 1/2' TO BE EQUIVALENT TO OR STRONGER THAN THE FRENCH 95 1/4 95 1/2 50
<br /> (A
<br /> 1/2" JOB
<br /> MIN. 1/8"THK NO. 8 GR.5 SELF TAP DRILL SCREW F ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRENCH 95 1/4 82 55'30 S
<br /> THE SAME THK 6063-T5 ALUM, llj'Tl,0_ llLFRTAP/DlIU_SCREW FULL 1/2' 7/ b
<br /> MIN. 1/8 FRENCH IT1 4 6
<br /> /,6 ON, c,
<br /> C-90 CMIJ/2500 PSI CONCRETE CONCRETE SCREV i 1/4"
<br /> 2" INSTALLATION EvALuAnoN is DAsEo ON APPLICABLE ANCHOR STANDARDS (1) CONTEMPORY & FRENCH ARE OF Z •�A, Z
<br /> -FLEX (S.S-). ITW RAILS Sz
<br /> (I)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE AND/OR WFOR?,IATION&RESULTS FROM APPLICABLE TEST REPORTS. THE
<br /> EXCEPT THE DOOR PANEL STILES RAMSEF/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). FLORIDA BUILDING CODE VERSION CONS111111)WITH THE EVALUATION.1 THE FRENCH ARE TALLER
<br /> (2)STANOARD BEFIT CLIP INSTALLATION SCRLAS SHALL BE POSITIONED WITHIN 1/4"OF THE THAT IN FORCE wr THE TIME OF THE EVALUATION. IN THE EVENT OF m *9 %'l
<br /> BUCK/SUBSTRATE EDGE I AND, IF INTO WOOD,ANGLED 20 TO 30 DEGREES INTO THE BUCK. CODE VERSION CHANGES/UPDATES OR IN THE EYIENT THAT WEN OR CONTEMPORARY. VIN
<br /> (3)WHEN SCREWS ARE USED WITH THE MAIL FIN, THEY MUST BE A WAFFLE I Ir,\o SCREW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT.PRIOR
<br /> 'AVE A FLAT WASHER AT THE SCRL,V HEAD. TO STAflmG CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER ORAIIIIIJU.0.
<br /> SHALL CONFIRM WITH THE INSTALI ITCH EVALUATION ENGINEER OF RECORD 1 659
<br /> 9 BUCKS SHALL BE OF A&IINIMU!A DEPTH REQUIRED TO MEEll ANCHOR EDC' DISTANCE THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT"ITH THE
<br /> 11(4)1- r SHl._-r I..
<br /> R;ic&IREMENTS BUT NO LESS THAN 3 1/2" (2X4). THEN CURRENT TESTING.CODE AND APPUCABLE STANDARDS. 1OF 7
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