Laserfiche WebLink
GENERAL NOTES: ANCHOR LOCATIONS d SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/I'THICK.1X WOOD <br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. <br /> WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT <br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP <br /> 52-1/8"MAX.BUCK <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8'MAX.BUCK 6"MAX 5"MAX • j <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9"MAX. <br /> THE SUBSTRATE.USING SHIMS CAPABLE OF TRANSFERRING APPLIED T I 1 <br /> LOADS. I I / 1 77' / ff <br /> 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS I / I MAX. / <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I I BUCK / <br /> PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I / I <br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA I I 6"MAX' <br /> BUILDING CODE. -7— I I <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17"MAX- I I MAA <br /> I I X. <br /> OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE BUCK <br /> OF INSTALLATION SHALL BE DONE BY OTHERS. <br /> I 1 78" <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 MAX. <br /> KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM TIP-T / <br /> C-90.GLAZING COMPLIES WITH ASTM E1300. i TIP / <br /> 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. 1 I <br /> THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> WOOD SCREWS. 9"MAX I 1 <br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL <br /> ------- 5.MAX. <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME <br /> FIN FRAME <br /> 10)THE 2DO SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL ti`f <br /> TABLE 1:FIN 8 FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS f <br /> Min.Edge Min. Min.Edge Min. <br /> Buck Size Design Pressure Certification Anchor Type Substrate Dist. Embedment Anchor Type Substrata Dist. Embedment <br /> Width Hei ht Sash Style (+) sf (-j sf Numbers 131-> -t/' <br /> Wood(SDuthem Pine) 1/T' 1�I8' Nil Wood(Southern Pine) 3/8' 1-7/16' <br /> 52-1/8" 77' Equal Ute 55 65 190-1003 #12 Steel SMS Steel Stud Gr 33 3!8 .045(18 GA) #12 Panhead <br /> Wood(Southern Pine) 9/16' 1-3/8" <br /> Aluminum -T6 3I8" 1/8' SMS <br /> Steel,A36 MI. 1/8' #10 Trusshead Wood(Southern Pine) 7/16' 13l8" <br /> Screw <br /> 114"Masonry Concrete 1" - 1-18" - -- - - <br /> --- - -- - --- - -- - - - - - - - Anchor Hollow CMU 2-1/Z' 1-1/'v - ----- -- <br /> NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN 3 THREADS <br /> BEYOND INSIDE FACE OF MATERIAL. <br /> .11 llillllr. <br /> ...... `- ?�% J.ROSOWSKI 01/18/13 ALUMINUM6063-T6 f Y <br /> '� •'y\��'C� AIOfATItlFYMYPOnf10l1G"TO <br /> •'`" ' �� P0.'Tf®/IWY�101aG111813CC®N <br /> AM'fOd nrnDlrrirEE01✓f5,1�e/elr6'1 <br /> ;la.- �eelamva•A�rsacomx <br /> 6 6D1(S i 1 1070 TECHNOLOGY DRIVE <br /> NOKOMIS.FL 34275 79. <br /> FL CERT.OF AIfTH.:29298 SINGLE HUNG INST.,HD MEETING RAIL <br /> A Lynn Miller,P.E. ' a; o.rgN. Rw: <br /> P.E.#58705 SH-200 NTS 1 of 3 1032412JR <br /> } <br /> L <br />