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20-87
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20-87
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Last modified
3/2/2022 8:29:16 AM
Creation date
3/2/2022 8:29:13 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-87
Building Department - Name
LASETER,MATTHEW
Address
38735 6TH AVE
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REV. REVISIONS.. EVISM BYJ DATE. <br /> XSImo TObr t. IR <br /> (2)ALUMINUM MULL EXTRUDED VINYL 3 UPDATED ORAVANGS TO 2010 FBC C.P. 01-24-12 <br /> 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. REINFORCEMENT N COVER 4 UPDATED DP CHARTS PER NEW TESTING LT. 0+-26-12 <br /> 000-425-2249 -MULLION —3 TESRNG. T.D.D. 06/20/12 <br /> STORMBREAKER PLUS 300VL SERIES 8 UPDATED DRAWINGS TO;:FH ED.(2014)WC LT. 01-24-12 <br /> EXTRUDED IMPACT RESISTANT VINYL SHEET 7 1 ANP NU It UIN UJIH 10/03/201-, <br /> MULLIONS WITH LARGE ALUMINUM <br /> REINFORCEMENT (HVHZ) <br /> (g)L-BRACKET (D ALUMINUM EXTRUDED VINYL <br /> cor MULLION COVER <br /> (3)BASE PLATE MULL <br /> 0.53' REINFORCEMENT <br /> M T\.ULL PLATE <br /> DETAIL A (1)L-BRACKET <br /> SEE NOTES BELOW AND <br /> MANUFACTURER'S <br /> ATTACHMENT INSTRUCTIONS <br /> FOR ATTACHING REINFORCED <br /> MULLIONS TO WINDOW UNITS <br /> 0.75------- (D LARGE <br /> FOUR (4) 0.250 <br /> 0 MULLION COVER <br /> HOLES 0.7vJ I <br /> ()REINFORCEMENT BASE PLATE )ETAIL 3 BASE PLATE L-BRACKET IS ATTACHED <br /> .060" MIN. STEEL TO VINYL MULL COVER & <br /> I@ MULLION 0 MULL REINFORCEMENT <br /> TWO (2) 0.2590 HOLES L-BRACKET- USING TWO (2) RIVETS <br /> / TWO CONC/MASONRY ANCHORS, OR BARREL NUTS, 2 ON <br /> —7 SEE ANCHOR NOTE 3 EACH L-BRACKET REFER <br /> TO TABLE I <br /> EMBEDMENT, p,pIOREW <br /> iR"' <br /> SE .,kr NOTE 3 E N <br /> N. 58201 <br /> R <br /> 0.50, VERTICAL SECTION 0 SILL PAK-WIK SPACER I" X <br /> MASONRY APPLICATION 1/2" X 1/4" THK. MAX. <br /> -D'utiz)I <br /> (D LARGE k. OTHERS} (4) REQ. (2) AT TOP <br /> .076" MIN. STAINLESS STEEL <br /> MULLION COVER----_ . .... . AND (2) AT BOTTOM <br /> (1)MULLION 3 BASE PLATE <br /> ANCHOR NOTES: L—BRACKET— _[C) (3)BASE PLATE <br /> 1) To achieve the required design pressures, <br /> adhere to the fastener requirements below. / -7, 1@ L-BRACKET <br /> 2) INSTALLATION TO WOOD (G=0.42 MIN): FOUR #10 SCREWS <br /> Four (4) #10 wood screws for each base plate SEE NOTES BELOW AND�T <br /> with min. 1-1/2" embedment and min. 7/8" wood ------F MANUFACTURER'S ATTACHMENT <br /> edge distance. 1.5" MIN. INSTRUCTIONS FOR ATTACHING <br /> 3) INSTALLATION TO CONCRETE/MASONRY: EMBEDMENT REINFORCED MULLIONS TO <br /> Two (2) screws for each base plate in outermost I WINDOW UNITS ASSEMBLED MULL ANQ ATTACHMENT VIEW <br /> VERTICAL SECTION @ SILL <br /> holes. In grout—filled CMU block (ASTMI C-90 WOOD APPLICATION SIMONTON' B RM005 7 <br /> Compliant) use 1/4" Elco Ultracons with 1 3/8" (SUBSTRATES BY OTHERS) DRAWN <br /> min, embed. to block and 1" min. edge dist. Z 1C""bra A-- CTO CLS 12/15/00 <br /> with min. 1-1/4" embedment. In solid concrete TABLE I (MULLION ATTACHING HARDWARE) _Sb-,WV264I5 I <br /> 3C- rE.ET APPRYD BY:DATE:.1 3 J.L D <br /> IIE <br /> (2.85 ksi min.) use 3/16" ITW Topcons or 1/4" : <br /> RIVET 5/16 10-24- DIA. STEEL RIVET WITH A GRIP LENGTH OF .50_�Ak , ALE.10/0 I AIr-26-11Z <br /> Elco Ultracons with 1 3/4" min. embed to BARREL NUT 1 # OR 0-32 STAINLESS STEEL BARREL NUT,5/16 O.D. 25" LG WITH .125 MIN ENGAGEMENT LUCAS A. TURNER. P.E. FL PE#58201 nT TE—RIEs.. <br /> " V. TURNER ENGINEERING do CONSULTING, <br /> INC. STORMEIREAKER PLUS SOON.MUUJON <br /> POPE C.O.A. 129779 Ph. 9--380-1574 <br /> concrete, and 1 1/8" min. edge list. .11239 JASARA AVE.NORTH PORT,H 3421318�U. LjULUON DETAILS AND SILL CROSS SECTIONS <br />
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