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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 52-1/8"MAX.BUCK THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-1/8"MAX.BUCK _5„MAX ��l 5'MAX 2)WOOD BUCKS DEPICTED AS iX ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS - ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ---_--___ _ ' BUCKS DEPICTED AS 2X ARE 1-II&THICK OR GREATER-ATTACHMENT METHOD OF 9"MAX. WOOD BUCKS SHALL BE DONE BY OTHERS. T I 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO I I I 75" SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I I MAX BUCK 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I / I 6"MAX• / SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX. I I 75' j REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM I I MAX. DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 1 I BUCK 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. / I MAX. / OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. TIP-TO- I I / / i TIP 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300. 9.MAX I I ---------------1.1 5"MAX. 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. FLANGE FRAME FIN FRAME 9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO I ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL Fes—53-118'MAX.TIP-TO-TIP i OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. I 52-1/8"MAX.BUCK t 10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER TABLE 3:FIN&FLANGE STANDARD WINDOWS --—————————————— i 9'MAX. i INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Sash Style Des i n Pressure Certification I 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 40DO14001 SERIES. Width Height (+}psf I(-)psf Numbers 52-1/8° 75" Equal Lite 55 55 190-478,479, I 51-1/2" Oriel 55 55 493,494 1 / MAX. 17" BUCK TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) TABLE 4:FLANGE PASS-THRU WINDOW Mom' 52" f Anchor Type Substrate Min Edge Min. Buck Size Design Pressure Certification I MAX. Dist. Embedment 1 TIP-TO- Wood(Southern Pine) 7116" 13/8' Width Hei ht (+)gsf -) sf Numbers I TIP #10 Steel SMS Steel Stud Gr33 3/8" .045(18 GA) 52-1/8" 51-1/2" 65 65 190-1002 j Atuminum-606375 3/8, 1/8" t Steel,A36 3/8" 1/B' 8-1/2"MAX I 1/4'Masonry Concrete 1- 1 3I8" Anchor FLANGE FRAME I FollowCMU 2-112" 1-1/4" PASS-THRU WINDOW I NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL `� �il!71 1•..i(/�. �. D—or. D. Wtrid' ilEAlnafllIX[®YGDIUCMAo® S TABLE 2:FIN WINDOWS(STANDARD WINDOW) •` ""' ."+' J.ROSOWSKI OSl08/11 ALUMINUM 0063•T6 '..•'�•vLSE 1Jo1BIFEtAlODb6OetIDtfW7laDILL Min.Edge Min. :. :'T : n.rW.� Arnmaa>tTArrr.Aorovnavffnes Anchor Type Substrate DDGifBlrYVBED.fiDOV✓9RR1®N Dist. Embedment r5;(5 AxrAvallxrAturnema�nmrer - 1-12'x.135" - "0.` Mwncwarcrwmlm Rooting NBII Wood(Southern Pine) 3/8' 1-7/16" _ ��: rr� ',' ^. $12 Panhead V` / to y1- 1070 TECHNOLOGY DRIVE Wood(Southern Pine) 9116, 1.3/6' l7Cr SMS •• 5,�tg is" ,;� •, NOKOMIS,FL 34275 7Yc #107tuBshead FLO�,J`,•`,J," FLCERT.OFAUTH.:29298 SINGLE HUNG INST.,STD.MEETING RAIL Wood(Southern Pine) 7/16' 1.3/8' '�;� Screw �'�.,��'' , A.Lynn Mier,P.E. rP.E.#5:705 200PT NTS 1 Df 3 1032411JR i 1