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N ALLODESIGN PRESSURE NOTES APPLICABLE TO SINGLE -SPAN REI Q ANCHOR REQUIREMENTS TABLE W �" (SINGLE SPa, fiEINFORCED CURTAIN WALL WITH 11. REINFORCEMENT SHALL RUN CONTINUOUS IN INTERMEDIATE AND (SINGLE SPAN REINFORCED CURTAIN WALL) ° n.i,: REINFORCEMENT R2) CCOiRRNER VERTICAL MEMBERS & EXTEND TO WITHIN 13 1/2" OF THE S. OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM MAXIMUM MAXIMUM ALLOWABLE PRESSURE 2. THERE IS NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. o FRAME LOAD (POS & NEG PSF) PROVIDING THE OPENING IS DESIGNED TO SUPPORT THE LOADS HEIGHT WIDTH AT STANDARD & AT DOOR JAMB TRANSFER EO FROM THE WALL SYSTEM_ F-PERIMETER ANCHOR SCREWS 3. THE SINGLE -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MIN. 16 GA, 50 KSI METAL STUD i 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" 9 (IN.) ON•) CORNER MULLION MULLION C MULTIPLE DDOR SECTIONS MAY OCCUR SIDE -BY SIDE W ONE WALL / _ SYSTEM PROVIDING ALL REOUIREMENTS WTIHIN THIS DRAWING ARE MET MIN. 2X6 WOOD FRAME OR 1 4 OIA GR. 5 COARSE THREAD 76 1/4 81.0 69.3 & ppppER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS BUCK (MIN. GR. 2 & G=0.55) / SCREW1 1/4 3/4" 72 85.8 73.3 CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PR65URE 147 68 5 8 90.0 77.0 4. ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB. THAT MIN. 1/8" THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" / SECTION MAY EXIST WITH OR WITHOUT A DOOR & THE ODOR MAY MIN. 3000 PSI CONCRETE (1) 3 8" CONCRETE SCREW ANCHOR 2 1 2 2 1/2" 0 62 90.0 85.2 EXIST IN ANY BAY. / / 5. THE ELEVATION HERE -IN SHOWS T-ANCHORS AT THE BASE Of THE T & U-ANCHOR SCREWS BOLTS VERTICAL MEMBER ENDS) 58 90.0 82.6 WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A - 76 1/4 1 82.7 70.7 ARE IN U mOF T EE WWIE a �sDOANCHHO S SHOWN PROVIDING THEY AT THE BASE3/8'-16 430 SS HCMS OR GR. 5 CS THREAD ALL 3/4" 72 67.6 74.9 FORMING SCREW 144 68 5/8 90.0 78.6 3/8" GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 3/4" 62 90.0 86.9 MIN. 1/4" THK A36 STEEL WASHER & NUT 59 90.0 90.0 D D 1/2'-13 300 SS HCMS OR GR. 5 CS THREAD FULL 1" 76-1/ 4 90.0 77.1 FORMING SCREW 72 90.0 81.7 N_ 1/2' GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 1" 132- PLAN VIEW: WASHER & NUT 68 5 B 90.0 85.7 SINGLE -SPAN REINFORCED CURTAIN (2) MIN. 3000 PSI CONCRETE (1) 1 2' CONCRETE SCREW ANCHOR 4' SEE DETAILS �. ? O1 65 90.0 90.0 C O 76 1/4 90.0 84.8 E (i) 3/B" & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR co.T 10 n 120 SCALE: 1 4" = 1'-0' (GALVANIZED STEEL). w n 72 90.0 89.8 / D_ o a I (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF "T" & "U" ANCHORS IS 7". w o o a 112 76 1/4 90.0 90.0 22 a 3 U = N � LESSI IRE TABLE b0M FOR MAX. Z Of 0 0 SEE ELEVATION FOR DIMENSIONING OF LOAD FOR MAX. D.L.O., FOR MAX. D.LO., M. 58 1 /2" 58 1 /2" DLO. SEE ¢ z o o n SEE D.L.O. SIZE SEE D1.0. SIZE 73 3/4" z PRESSURES SHOWN ARE SPECIFIC TO EACH MAX. AT 3 9/16" MA)(, AT D_L.O. SIZE 2 1/2" 32 o DMDUAL FRAME MENDER SUPPORT ARE0. TABLE ON TABLE ON MAX. SIDE JAMB z CORNER CORNER TABLE ON LLOWABLE PRESSURE MAY VARY FROM BAY TO BAY SHEET 1 3 9/16" SHEET 1 F-PERIMITER DICTATED BY EACH INDIVIDUAL FRAME MEMBER SHEET i ANCHOR SCREWS )NDIRON. 4" 2 1/2" 1 2 1/2" Al 2 1/2" jr2 /2" LESSER OF PRESSURES STATED IN THIS TABLE & �, 11 WHERE SHOWN. iE ALLOWABLE GLASS PRESSURE, AS SHOWN ON SEE "ANCHOR iEET i, SHALL CONTROL AS ALLOWABLE FOR THE ,® ALL AssEMBLY. REQUIREMENTS LESSER PRESSURE AT DOOR FRAM NEAIBER IS �ME K 1 K I % % % % FEE TABLE" ON THIS m JE TO THE DOOR JAMB U-ANCHOR HAVING A 1 -w I INTERMEDIATE SHEET FOR O C90 THIS CAPACITY THAN THAT OF 71iE T-ANCHOR MEMBER J2 W w o N ri FRAME MEMBER TITS TABLE CONSIDERS USE OF REINFORCEMENT 14 m l i m � y w I I F REQUIREMENTS. m zoo m 2 AT THE WITER EDIATE FRAME MEMBERS. SEE FOR END I•' I z x 1 m o v=i I MEMBER 1 - Lu 9 - z z DI - 9"--TYPICAL AT ALL w JAU TABLES IN W. W. SCHAEFER ENGINEERING'S m p Q m O 0- Z� DDE14DUM A" FOR USE OF REINFORCEMENTS R1, ANCHOR w 1 F- I w I - 1i1 CD pain 3& R4. Mom' INTERMEDIATE FRAME ( DETAILS, SEE I m o I< o I I I e MAX. HORIZONTAL o w y / / MEMBER ENDS MEMBER I SHEETS 6, 7, w l r w i ILL o w m J2 E Q! B I 2 i TYPICAL AT ALL 9 & 10 w n DO SINGLE 0v w HORIZONTAL 18" MAX. D.C. (TYP.) I Z I ¢ w I z G2 I Gt X z I DOUBLE DOOR ADD 1 EXTRA Z" MEMBER ENDS I\ o I ti I o 1 % I 1 % I � z I 'UNDER SEPARA ANCHOR WHEN _ SIDE JAMB F-PERIM(TER OppOS11E - " I w rn LL 1 U I m ao APPROV _ _ I 18" DOUBLE DOOR n oiZ gym$ ANCHOR SCREWS WHERE C1 \ \ 1 LI' 1 R2 R2 ^ R2 \ / MA O.C. EXISTS (NOT 3coi SHOWN. SEE "ANCHOR 1 v I I I I r o I \ / (TYP-) REQUIRED WITH U REQUIREMENTS TABLE" ON C2 R2 1 R5 1 I RS I �o \ / SINGLE DOORS) 3i1 THIS SHEET FOR 11 I 1 2 i B7 I I i I/ REQUIREMENTS. \ 11 % i 1 % % _ �� _ _� e"�11.1111111iiij,```' z m 4" T lPU Q B ��Otv�t�.... N/ems MAX. 1/2 1/2 t/2 1/2 MAX. ��e�.•�..... a s y�c LOAD LOAD WIDTH LOAD LOAD LOAD WIDTH LOAD WIDTH LOAD WIDTH LOAD e U .:Au o o ; 3� WIDTH WIDTH WIDTH WIDTH =�? W � * a Q: a NOTE: INFORMATION ON MEMBER D_LO_ D.LO. EDGBERJ D.L.O. D.LO. D.L.O. DOOR MEMBER ' j 6 N �•' 4 g THIS SHEET APPLIES TO CENTERLINE CENTERUNE CENTERLINE CENTERLINE CENTERLINE CENTERUNE CENTERUNE CENTERUNE o� •Z f•y 3 ELEVATIONS ON THIS EXTERIOR ELEVATION VIEW "C-C": EXTERIOR ELEVATION VIEW "D-D": �466 ••»•••.••''Ogee DRAWI SHEET ONLY. SINGLE -SPAN REINFORCED CURTAIN WALL SINGLE -SPAN REINFORCED CURTAIN WALL ��"hfilli%SHE89O. A SCALE: 1/4" = V-0" SCALE: 1/4" = V-O" 4 OF 18