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i GENERAL NOTES: ANCHOR LOCATIONS 8 SPACING ' 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO L 37-3/8"OVERALL MAX. I�^- 73-3/8"OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FORTHE DESIGN II —�I(-36'BUCK MAX.(Z-BAR) —IF--72"BUCK MAX.(L AR)--il PRESSURES LISTED. II I 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK 1X MAX _ MAX._ _ WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO � SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR SH OR PW 8VERALL I I SH OR PW SH OR PW 80-11/16" ' GREATER,ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 20"MAX- OVERALL INSERT INSERT i BY OTHERS. 71 27-112" MAX. 27-1l2' OVERALL MAX. � I MAX. MAX. ' 3}SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF SEE 80"BUCK I 1 O 80"BUCK _1--- ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). L NOTE MAX J MAX 1 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT / G (Z-BAR) (Z_gAR) i FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 2 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS tt APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS 12-5/8" v 12-5/8' SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX. MAX. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS T I I ' SPECIFIED IN THE FLORIDA BUILDING CODE. r _I1 q_7!g^I -y �-•.--3-1AX. 14_7/8"_L�j 6' _� I -I-3-15/16' 'l MAX.r MAX. MAX. I I MAX. I- MAX. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGLE(X) 6'-8-HI DOUBLE(XX) FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Imo-- II 37-318"OVERALL MAX. I�--73-3/8"OVERALL MAX.I PINE,2.7 KSI CONCRETEAND CONCRETE MASONRY UNITS i I --►I-36"BUCK MAX.(Z-BAR) ( I 72"BUCK MAX(Z-BAR) COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. _�I 11 �_, I I 13-1116 - 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX. _ MAX ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE I SH OR PW OVERALL ! SH OR PW SH OR PW 96-11/16' REQUIRED INSERT 23-3/4"MAX. MAX. INSERT INSERT OVERALL j 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF 1I MAX. THE HANDLE T 12;j/4" 96"BUCK AND/OR t T MAX DEADBOLT. 23-5/8" MAX. 23-5/8" TABLE 1: MAX. O SEE MAX. (Z-BAR) Anchor T Substrate Min.Edge Min. NOTE ' y� Dist. Embedment - A 96"BUCK MAX Wood(Southern Pine) 9116' 1-3/8" (Z-BAR) S12 Steel SMS Steel Stud Gr33 36, .045(1a GA) 21"MAX ' Aluminum-606375 3/8' 1/8" Steel,A38, 316, 1/8' 12-5/8" I / 12-5/8" IX'Masonry Concrete 1" 1-3/8' MAX. .�L. MAX. Anchor Hollow CMU 2-112r* 1-1/4' _�1q_na.l_ I-._3-15/16' 14-7/8 ,JI ) 6' I &15/16" NOTE:FOR ALL FACEO MATRATES,SCREWEMBEDMENTSHALLBEMW.3THREADS —'l MAX.I` MAX. MAX. I -'I MAX. �- MAX. BEYOND INSIDE FACE OF MATERWL 8'-0-HI SINGLE I I I.i 8'-0-HI DOUBLE(XX) TABLE 2: Ao-Testetl Configurations „l :...........�' :• �""1Bj' °"` ""�'w r>Er+oaamtrEmvioeaMoxrnam �`�:�:••,.c;u`c^ J.ROSOWSKI 09/30/11 ALUMINUM 6D63-T6 ,r,o � Max.Nam. Configuration Svnmg Framer a Sill DP Certification Glass _ rA'm19% Rnbbc AroARmvaT,vn:AVPLYnUVLKrHS Size(in) 9 Direction Type y� (PSF) Number a;`-.' .urrvR"ATnioW rr4:mwssmAmrsr 36xB0_. Single.00 Oul•swing__Z Bar/Box_ Hlgh(bumper)_- */-50 190.789,791 "�� r[wcs°raAvrAamiau 36x96 Single(X) Out-swing Z bar/Box Medium(bumper) +1-35 _190.792 Min.11W _ �� ;11 PUT - 72x96 Double()Y;1 OW-swing Z-bar/Box Medium(bumper) +/-35 Temp., _ 1( `� .1070 TECHNOLOGY DRIVE 36x9S Single()) Ou1/In-suing Zbar/Box Low(saddle) +/-35" Mono.or I.G. ;;'-, 1^ 1; .'- NOKOMIS,FL 34275 T4 72x95 Double(pQ Out/In-swing Z-badBox Low(saddle) +l-35' 793,794 ',��-;n;' :'lt!;':=-`'.:;- FLCERT.OFAU7H.;29296 CABANA DOOR INSTALLATION i } -• A.Lynn Miller,P.E. saw` s+..c on.rew Rn: 'Umlted Water(Water Infiltration Tested at O pSQ. ��'' •�!'.�,'1�;'• `� CD NTS 1 of 3 1093011JR n l :1:.• P.E.#58705 i t