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GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-1/8"MAX.TIP-TO-TIP THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-1/8"MAX.BUCK 6„MAX 2)WOOD BUCKS DEPICTED A51X ARE LESS THAN 1-1/2"THICK.IX WOOD BUCKS 52-1/8"MAX.BUCK 5"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ----------- -- BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF 9"MAX, WOOD BUCKS SHALL BE DONE BY OTHERS. ) I j / 1 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 75" SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 1 1 MAX. I I BUCK / 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6"MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR l 75" i SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX. 1 I REQUIRED 70 PREVENT REACTIONS.ALUMINUM SHALL 8E PROTECTED FROM I I MAX. DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 1 - BUCK I / 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 1 � / 1 76"I MAX OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF TIP-T. / INSTALLATION SHALL BE DONE BY OTHERS. _ I I TIP / 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2,7 KSI 1 1 CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH AS7M C-90. 1 tt GLAZING COMPLIES WITH ASTM E1300. 9"MAX I I 8)THE 1!3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE --------------- 5"MAX• 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. FLANGE FRAME I FIN FRAME 9)EQUAL LITE SHOWN.ANCHOR QUANTITYAND SPACING APPLIES TO I ORIEL SASH UNITS AS WELL PRODUCT MAYBE INSTALLED INTO STEEL Fes—53-1/8"MAX.TIP-TO-TIP OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS, I 52-1/8"MAX.BUCK I 10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER TABLE 3:FIN&FLANGE STANDARD WINDOWS ——————————————— 9"MAX. I '7T INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck5lze besi nPressure CertificationWidth Height Sash Style 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. T(+)psf (-)psf Numbers 1 Equal Ute 55 55 19D-478,479, J I 52-1/8" 75" Orlei 1 55 j 55 493,494 J_ 1 / 5MA)(" f 17" i BUCK TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) TABLE 4:FLANGE PASS-THRU WINDOW MAX' 1 52' Min.Edge Min. Anchor Type Substrate BuckSlze DesignPressure CertificationT-I TIP-TO- Wood Dist. Embedment (SouthernPlne) 7/16" 1-3/8, Width I Height (+) sf .-) sf Numbers I TIP 410 Steel SMS Steel Stud Gr33 3/8, .045(18 GA) S2-1/81' 51-1/2" 65 1 65 1 190-1002 J— � Aluminum-6063.75 3/8" 118" Steel,A38 3/8" 1/6" 8-1/2"MAX I 1/4"Masonry Concrete 1• 1-3/8" FLANGE FRAME 1-114, ) Anchor FbllowCMU 2-112" PASS-THRU WINDOW I NOTE FORALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS I BEYOND INSIDE FACE OF MATERIAL. TABLE 2:FIN WINDOWS STANDARD WINDOW) � :C(�{• L/�/' % &4 .' ( J,ROSOWSKI O8l08/11 ALUMINUM 8D63-T6A7 °� P ^'Q`^°T ;: .......... lAtmNa]Nbarsee�lPa�LBlmL AncharType Substrate Min.Edge Min. '- '•"K R„y,� AwaRa rARr.AvwRnavoFnn ti ` MT218'IfWYYEUJ81Q71®9[L1.®N Dlel. Embedment r61C.5 _ A0ww",� Ie 1•i/2"x.136• _ •l::• ?•'A• maeroNo<rcrAnarma Wood(Southern Pine) 3/8" 1-7/1fi C`: RooMg Nall - �• k�Cl' LU,:Fff 912 Panhead G (O / tl) 1070 TECHNOLOGY DRIVE MS Wood(Southern Pine) 9/16" 1-3/8" 75 $1D7 seh0ad Wood(SouthernPine) 7/16• 1-3/8• "%;,'••.. 5--� rcC.� •;;r�;'- FL ERT.O AUTHNOKOMIS.FL 4229298 SINGLE HUNG INST.,STD.MEETING RAIL Screw •••.:....., . A.Lynn Miller,P.E. a"" 7 ✓ 1.;� P.E.1158705 SH-200&20OPT NTB 1 of 3 1032411JR t