Laserfiche WebLink
GENERAL NOTES: ANCHOR LOCATIONS LSPACIt!G <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO -ji 37-318"OVERALL MAX. 73-318'OVERALL MAX. <br /> COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN 36"BUCK MAX.(Z-BAR) 72-BUCK MAX.(Z-BAR) <br /> PRESSURES LISTED. <br /> 131/16- 13-1/16 <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK.1X MAX MAX, <br /> WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO <br /> SOLID CONCRETE,WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR SH OR PIN SH OR PW SHORPW <br /> F 80-11116" <br /> GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE OVERALL 6- <br /> 27-1/2" INSERT 20'MAX� INSERT INSERT 8G-1111 <br /> By OTHERS, - TOVE MAX. 27-1/2' M�ALL <br /> MAX. MAX. <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF SEE 8O.BUCK i 80"BUCK <br /> ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). <br /> NOTE MAX <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT A (Z-B R) (Z-BAR) <br /> FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF <br /> TRANSFERRING APPLIED LOADS. <br /> 21"MAX <br /> S)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-5/8' <br /> SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. <br /> ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 'I MAX. <br /> SPECIFIED IN THE FLORIDA BUILDING CODE. _ <br /> SPE MAX.I <br /> " -15116-L 1 3 <br /> 6)ADHESIVE SEALANT SHALL MAX. <br /> MAX. 3-15/16 MAX.14-7t8" MAX. <br /> MAX.BE USED BETWEEN SUBSTRATE AND L&LHtl <br /> FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY FOR WATER SMGLEV-8-HI DOUBLE(XX) <br /> RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN 37-318"OVERALL MAX. 73-3/8"OVERALL MAX <br /> PINE 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS 36"BUCK MAX.(Z-BAR) 72'BUCK MAX.(Z-BAR) <br /> COMPLYING WITH ASTM C-90.GLAZJNG COMPLIES WITH ASTM El 300. <br /> 13-1116 <br /> 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX, MAX. <br /> ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR 96.11/16* <br /> WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE SHORPW SH OR PW SH OR PW <br /> REQUIRED INSERT OVERALL INSERT INSERT 96-1�/16- <br /> 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE 23-3/4"MAX. MAX. OVERALL <br /> TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF I MAX. <br /> THE HANDLE - 96"BUCK <br /> AND/OR 12-1/4' MAX <br /> DEADBOLT. 23-5/8" — MAX. 23-5/8" (Z-BAR) <br /> TABLE 1: MAX. 0 SEE MAX, 0 <br /> Anchor Type SubLstrale Mtn.Edge Mir, NOTE <br /> 96*BUCK <br /> DiSL Embedment A MAX J. 00 <br /> Wood(southern Pine) 9116' 1-wal (Z-BAR) <br /> #12 Steel SMS Steel Stud Gr33 3t8' .045(18GA) 21"MAX. <br /> Aluminum-6063-TS 31B' 118r <br /> Sled.A36 <br /> 31er iff 12-5/8" 12-518* <br /> Concrete 1" I've" ,MAX 1/4"Masonry MAX. <br /> Anchor Hollow CMU 2-Ir2- 1.1/4' <br /> 114 7/8"" 3-15116* 14-718' 61 _j 3-15/16" <br /> NO­IE!FOR�L METAL SUBSTRATES.SCREWEMBEDMENT SkAtl BE NN.3TWE.DS MAX. --- MAX. <br /> BEYOND WSIDE FACE OF MAIERK MAX.. MAX. MAX,' <br /> §LO HT DOUBLE�L <br /> TABLE 2: <br /> A.Te.tad Configuration. <br /> J.ROSOWSKII 09130fil ALUMINUM Max.Nom, Swing Certification caw . <br /> Size(in) Configuration Frame Type Sill Type Glass <br /> erection (PSF) Number <br /> 36x80 Single N Out,smg Z-bar/Box High(bumper) -1-50 190-789,791 <br /> 36XE6 Single N Oul-swing Z-bUIBCX Medium(bumper) -/-35 Min.lie. <br /> 72.x96 Double M Oulwng Z-badBox Medium(bumper) 19D-792-/-35 Temp., IBIDIFCHNOLOGYDRIVE <br /> 36x96 Single()Q 0,11� ±2i, j1 bar/Box, a Low(saddle) Mono-or I.G. NOXOMIS,FL34275 <br /> WFLCERT.OFAU7H,:29296 CABANA DOOR INSTALLATION <br /> 7a. DOubl. Out/ ��n793,794 <br /> L�(saddle) -I-W <br /> U P.E. <br /> P.E#58705 CD-290 NTS I <br /> mited Water(Water lidArallon Tested at 0 pso. A.Lynn Miller. of 3 109301 1JR <br />