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GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN --III-36"BUCK MAX.(Z-BAR) 72"BUCK MAX.(Z-BAR) PRESSURES LISTED. II 13- 1 i 2)W000 BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X MAX.om(, _ MAX_. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 80-11/16" MAX.—}�T} SH OR PW SH OR PW i SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1l2"THICK OR SH SE T OVERALL f 80-11/16" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 2Q"MAX, INSERT INSERT 27-1/2" MAX. 27-1/2" OVERALL BY OTHERS. Mom( _1 MAX. 71 MAX. f 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF O SEE 80"BUCK - O 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). -�--- - NOTE MAXMAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT O A (Z-BAR) (Z-BAR) FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF I TRANSFERRING APPLIED LOADS. 21"MAX ! i 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS - T - 1 APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-5/8" _ 1 8 I SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX, __ MAX. - I ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 3-15/16" 14 SPECIFIED IN THE FLORIDA BUILDING CODE. 14-7/8' 6" - 3-15/16" A),. _I I-- �� MAX. MAX. MAX. 'l f MAX.-� MAX. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGLE ffj 6'-V HI DOUBLE(XX) FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.—� PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS Imo- -- 36"BUCK MAX.(Z-BAR) 72"BUCK MAX.(Z-BAR) COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. 13-1/16" 13-1/16" 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX, _ MAX. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR SH OR PW 96-11/16" SH OR PW SH OR PW WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE OVERALL 96-11/16" REQUIRED INSERT INSERT INSERT 71 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE 23-3/4"MAX. MAX. OVERALL MAX. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE - 96"BUCK � 1 AND/OR 2-1/4" � MAX DEADBOLT. 23-5/8" ___ MAX. 23-5/8" (Z-BAR) TABLE 1: MAX, / 0 SEE T MAX. Anchor Type Substrate Min.Edge Min. NOTE 96 Dist. Embedment �- - / A MAX K Wood(Southern Pine) 9116" 1-3/8" --T (Z-BAR) Steel Stud Gr33 3v .046(18 GA) 21"MAX. I 412 Steel SMS � Aluminum-6063-T5 3/8. 1/8" 5� �, Steel,A36 3/8' 1/8" 12-5/8" �j __ 12-5/8" 1/4"Masonry Concrete 1" 7-3/b^ MAX. MAX. Anchor HollowCMU 2-1/2" 1-1l4" 14-7/8" _3-15116' 14-718" '� 6" _ J 3-15116" NOTE.FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS �� MAX�� MAX. MAX. -� 'I�MAX. - MAX. BEYOND INSIDE FACE OF MATERIAL 8'-0"HI SINGLE X , 11I •, 8'-0'HI DOUBLE XX 1 TABLE2: As-Tested Confi urations •'( � mm. wa,aL nax AvcI9Mo=LwwFm>ffxrrN.cwww 9 `.� " J.ROSOWSKI 09/30/11 ALUMINUM6063-T6 rmusmlFs,vrocnnsmesycavr:rorNrw. Max.Nom. 00irection DP Certification ANDPR0PR1ETARY.N0P0RrM0FM8 Size(in) Configurationh Sill Type (PSF) Number Glass "0 R0N"'"` x+rraurr� F+ i :::a.�- ...= ranass�oRa-R;rnvLaran 38x80 Single(X) High(Dumper) +/-50 190.789,791 . .36x96 Single(X) Medium(bumper) +/-35 Min.1/8" // ®72x96 Double(p9g Medium(bumper) +/-35 190.792 Temp., b A a.C070 TECHNOLOGY DRIVEMono.or I.G. ' -• NOKOMIS,FL 3427536x98 Singlep0 n Low(Saddle) +1.3 A '� FLCERT.OFAU7H.:29296 CABANA DOOR INSTALLATION72x96 Double(XK) n Low(saddle) +1-35" A�nC '•••• �i: y,�,xpay, �)r•t D;•,. A.Lynn Miller,P.E. sn°' sr,me N' R- •Limited Water(Water Infiltration Tested at 0 psQ. �� `.'• �'"� 1' P.E.#58705 CD-290 NTS 1 of 3 1093011JR III,IA, f