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CONCRETEICMU CONCRETE/CMU INSTALLATION DETAILS FOR FLANGE FRAMES PER ANCHOR PER ANCHOR Typ ANCHOR EMBEDMENT REQUIREMENT REQUIREMENT TYPE, OPTIONAL ADD 13 3 EMBEDMENT AND INSTALLATION FLANGE Q HEAD, EDGE DISTANCE EDGE SILL&JAMBS o. 114'MAX 40 27 PER SUBSTRATE, OPTION DISTANCE EDGE SHIM 12 60 t0 SEE TABLE 5, CURVED HEADER THIS SHEET. INSTALLATION INTO WOOD DISTANCE ,- 2X,SEE NOTE 2,THIS SHEET. EMBEDMENT 1 j TYP,ANCHOR EMBEDMENT -_-L-_S- 3B TYPE. EDGE 4 1/" T EMBEDMENT DISTANCE �1/4'MAX MAX-! 'ANDEDGE ----- - 24 SHIM SHIM DISTANCE PER •_ •• _ _ _ I 3 TYP.ANCHOR TYPE, I SEE TABLE S, - 32-35 EMBEOMENTAND �I 1 THIS SHEET. 43 64 EXTERIOR INSTALLATION 1.465' II EDGE DISTANCE j WSTALLATiON �l, OPTION 3 PER SUBSTRATE, INSTALLATION INSTALLATION ANCHORS I 36 SEE TABLE 5,THIS OPTION 1 VISIBLE LIGHT WIDTH it STRAIGHTHEADER BUCK WIDTH THROUGH iX INTO MASONRY. VISIBLE RIP SHEET. OPTION 2 LIGHT I INSTALLATION ONTO INSTALLATION HEIGHT I� 60 WOOD 2X,NO ANCHORS - ANCHORS DIRECTLY TIP-TO-TIP WIDTH 30 REQUIRED AT HEADER INTO MASONRY. HORIZONTAL SECTIONA-A 28 114'MAX.SHIM TABLES: Min.Edge Min. Anchor Anchor Substrate Distance Embedment EGRESS FORMULAS #12 STEEL SELF-DRILUNG Group (EQUAL-LITE) 40 SMS(G5),SEE p,T,Southern Pine(SG=.55) 9/16" 1.3/8' S Screw l BUI Steel um,60 i.-T min. 31B• 0 WIOTH:'TIP•TO•TIP WI07H•4' 2,751` 8 Steel 3/8' 1/6' HEIGHT:TtPTO TIP WiDTW2-6.5/S&" G ir -...._.TABLE5, 063-T5 min.SHEETA #12 Steel SMS �. .-- — ,0348 20 Ga)(BUCK USE EITHER A3B 3B' 0.0346(20GalVISIBLEL1G: FORMULAS HEIGHT �R,QR LATCH(#29)OR 1NSTAI-Ld57 BOTTOM LOCK OPTIO PT.Southem Pine(S - ) 1' sale' (EQUAL-LITE)32.35 (#11).TESTED INSTALL B 1/4'Steel Ultmcon Concrete(min.2.9 ksl) 1' 1.3/6' WIDTH(SASH):TIP-TO•TIP WfDTHTIP-TO•TIP I UNITLOCATION: ANCH Ungloiit C'CMU,(ASTM G8D} 2-11Y 1-114- WIDTH(FIXED):TIP-TO-TIPWIDTH-4- HEIGHT 37I: 5-518'FROM DIREGTL HEIGHT:(TIP•TO•TIP HEI64 VENT END. META P.T.SouthemPlne(SG=.55) 1 1-3/C 114'410 SS CrateFtex Concrete(min.3.35 ksi 1' 13t4' VISIBLE II II 7 Ungluted CMU,(ASTM Q.90) 2.11Y LIGHT 11 I 36 DADE APPROVED MULLION, HEIGHT II I ALUMINUM,STEEL FRAMING Oft EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS I II STEEL STUD,SEE SUBSTRATE ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALLTABLES IN THIS APPROVAL PRODUCT REVISED �I I 11 � 2)ANCHOR MUST EXTEND A MIMiMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, as complying with the Florida I PROPERTIES,TABLE 5,THI5 SHEET. 3)FOR STEEL STUDS,MIN.FU=45 KSL MIN FY=33 KSI. Building Code I iI NOA-No. 17-0630.02 NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS U5TED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTIO Expiration Date 0 910112 0 21 2.254" 31 20 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. By •�---� 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO 8E CONSIDERED I N INSTALLATIONS. Minor -Da roduat Control 2X WOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-112"THICK OR GREATER.1X AND BUCKS BUCK57RIP, (WHEN USED)SHALL BE DESIGNED TII PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. THIS SHEET. t l l 111 I 31 VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ri en- REFERRED - TO AS DAYLIGHT OPENING)IS pNY LYNJ.V MEASURED FROM BEADING TO BEADING. ti��?;t}CENgF -�j'_ UPDATED TABLE 5. 1/4'MAX SHIM Q',• •'[•"� No.58705 •:*,_ Dm"iir: NO ANCHORS CONCRETEPER - = Doscoa : REQUIRED IN ANCHOR =-0'. ( �- 1070TECHNOLOGYDRIVE FLANGE FRAME INSTALLATION DETAILS J ROS0WSKI FLANGE °• • REQUIREMENT "A SATE 1 ;'•��,• N.VENICE,FL 34276 FRAME SILL %i(>�.••. ORiOI',•,:G�� (941)460.1600 SH WINDOW INSTALLATION 05/1'i111 pc m °es.aC. se rar/iAadet Scala: Stwet Danin9 No. Eev VERTICAL SECTION B-B aLY%ir14�ILL�ii,P.E. �Le�`�� SH-200 NTS 4 OF$ MD-SH2O0-01 D PEN 5E705 CERT.OF AUTH.#29296