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Home My WebLink AboutPLANS 1SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS OPENING WIDTH FORVERTICAL MULL / -� SEE DETAILS A-D,G,H; �® SHEETS 23 SEE DETAILS ATHRUG; / V Y SHEETS 2-3 -_-/ II VERT. MULL LENGTH III I _ I - III / \ /SEE DETAILS HORIZONTAL HEETSH; MULL SHEETS 2-3 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL 'I LENGTH OPEN f / M HEIGHT LE L SINGLE MULLION 1--OPENING WIDTH--{ NGTH u'LL SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENING HEIGHT FOR HORIZ. MULL L GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ARCHESTO BE INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. 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. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ATHRUG; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. noFuiur HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEETS FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL GENERAL NOTES ........................... 1 INSTRUCTIONS...............................1 ELEVATIONS ................................... i MULL TO 2X WOOD ........................ 2 MULLTO `IX & MASONRY._........... 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ...................._. 3 MULL TO STEEL STUD ................_. 3 MULL TO MULL ........................... _...3 ANCHOR SPECS ............................. 3 ALTERNATATE CLIPS.....................4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS...............6 1 X 2 X .376 MULL SPECS ............. . 6 1 X 2.76 X .376 MULL SPECS ........_ 7 1 X 2.75 X.65 MULL SPECS ............8 1 X 3.125 X .500 MULL SPECS ....... .9 1 X 4 X .125 MULL SPECS...............10 1 X 4 X .376 TUBE MULL SPECS.... 11 1 X 4 X .376 'P MULL SPECS........ 11 1.25 X 3.188 X.265 MULL SPECS ... 12 1.25 X 3.25 X.400 MULL SPECS..... 13 1.25 X 3.25 X .624 MULL SPECS..... 14 1.25 X 3.94 X .624 MULL SPECS ..... 15 2 X 4 X .25 MULL SPECS ................ 16 2 X 6 X .25 MULL SPECS ................ 17 1.26 X 2.11 X .125 MULL SPECS.... 18 30' X 3.25 BAY MULL SPECS......... 19 45' X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2............................. 24 LOADING EXAMPLES ...................... 25 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING C CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. FIL`�' 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS °RECTANGULAR' OR "TRUWGULAR/TRAPEZOIDAL'. 1--HORIZ. MULL LENGTHS 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (lBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE VERT. MULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. LENGTH 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. OPENING WIDTH FOR VERTICAL MULL 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING WIDTH OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS FOR VERTICAL R1ULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ti SCANNED BY St. Lucie County Florida —T.4 ttuurrr i No.58705 S nNAL ENG```. A. LYM MILIcA, P.E. FL P.E.# 58705 DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X SUCKSTRIP TYP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY �,D ATTACHMENT /—PER SUBSTRATE, SEE SEE TABLES IB-1 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, ULLION I SHEET 1. . -. Q 1 j I a2l EE SHEETS MIN 2.7 St '• EDGE 1 1 23 FOR HOLE 4 1 I I CONCRETE OR CMU I I DISTANCE, EITHERTHE o 1 OCATIONS - 1 I SEESEETABLES STANDARD OR e I 4 I 18-16BCLIPMAYBE OFFSET MULL a EDGE ° FORMAEDGEDONRY FOR MASONRYINSTALLED I I DISTANCE FORWOOD I I ' ANCHORS BY THIS METHOD. ° I SCREWS L260'MAXFOR I a eQ I SIDE VIEW e a a ALL MULLIONS d a c 4 e EITHERTHE ° d c STANDARD OR v ° ° c 4 a ° A OFFSET MULL CLIP MAY BE Q e a °, EXTERIOR ° ° INSTALLED BY THIS METHOD. e d ° d EDGE a DISTANCE a dA FOR MASONRY a a THE OFFSETCLIPIS ANCHORS RECOMMENDEDFOR e EXTERIOR 44 ° FIN -FRAMED a ° a WINDOWS, BUT MAY _ ALSO BE USED FOR TYP.ANCHOR PERSUBSTRA SEE TABLES 1 NO ATTACHMEM • i BYOTHERS, • - .,, ; SEE NOTE I, - SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION -- ONLY. BECAUSE THE ANCHOR CAPACITY IS BASEDPARTLYON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18.166 EDGEIEND DISTANCE SEE TABLES 1B-16B TYP. ANCHOR /PER SUBSTRATE, / SEETABLESIB-16B BUCKSTRIP AND ATTACHMENT BYOTHERS, EMBEDMENT' �. °' • 'i SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW aA ® n N 24]O� LL p2 Z U LL N 1rAh the Fleddn ' 4A-441 ... LYNN P .•' LICENSE •. lLC•� N/D.58705 3� Cis'•. F10RIDA,.•'• FL P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHETHRE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTER OR 4 EDGE pISTANCE ° FOR MASONRY ANCHORS TYP. ANCHOR 1 PER SUBSTRATE, SEE TABLES 1B-138 MIN 2.7 KSI CONCRETE OR GMU FRONT VIEW I I TYP.ANCHOR I PER SUBSTRATE, SEE TABLES 1B-13B I I I EDGE DISTANCE I ° FOR MASONRY ANCHORS Ili° I: AA m a AND \TTACHMENI BY OTHERS, SEE NOTE 1, 4 9 THE OFFSET CLIP IS RECOMMENDED FOR d FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. d 4 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B43B EDGE F•^DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW 1 EXTERIOR DETAIL E: —1 I—.12e• MIN. MULLION TO MULLION INTERSECTION (U-CLIP) �c � Y VARIES L c. I TOP VIEW MULLION VARIES-{ FRONT VIEW NOTES: 1) MAY BE INSTALLED IN 'TEE' OR -CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. MULLION ANDU USE SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS \ MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLELOGATIONS EDGE 00 DISTANCE SEE TABLES 1B-13B DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYP. ANCHOR PERSUBSTRATE, SEE TABLES 16-130 SEE LOCATIONS MULLION FOR T R STEEL STUDS THINNER 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.20, FOR QUANTITY OF SCREWS. J J C SIDE VIEW SIDE VIEW It n whh the Florida 00c;o Cp 02 2 V J RU) EDGE 7— DISTANCE SEE TABLES No. 58705 0 �sr a Is, L� �V A. LYNN+MII kL , P.E. FL P.E.# 58705 DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM. CMU OR MASONRY EXTERIOR O SIDE VIEW SHOWN WITH 1' X 4' X.125' MULLION STANDARD CLIP TO BE EDGE I DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.125' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. TYP. ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B 2'X5'X.125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. A TYP. ANCHOR PER SUBSTRATE, SEE TABLES 153 OR 168 EXTERIOR 2' X 5' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. t: NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 168 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. C loc •.. �(( �i� " No.58705 x ;O�• S A�E� 5. .((�� rS"ONAL A. LYNW }MILER, P.E. FL P.E.# 58705 21 cI O TOR] P 1A Mullion Capacity Table Ibstfe Opening Width (for veltiralyspannirg mullions) or Opening Height (for horizortaly-spanning mullions) 60 in 601n 70 in 801n 901n 100In 120 in 140 in 1601n Rectangular Traplydang. Rectangular Traplydang. Rectangular Trapridang. Rectangular Trap/rdaq. Rectangular Trap/clang. Rectangular Tmprrnang. Rectangular Traprrdang. Rectangular Trey/Tdang. Rectangular Trap?darg. 1 X 2 X.125 Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Lending Loading Loading Loading Loading Loading Alum. Tube P �'' P P �' .F P P P +=' .' �' �' P P P Mullion .�' W 6 qq 6� q 2. qq & G _ 4t 6 6 .-. ggL 2 .+ 6L 6 _ pL O 6g 0. 6G 6 6G 6 6� 6 IL U G V .-. G S V .� ILG 6 a .. dC Wd W .. OG V O V R 2 Sdi d G S aE 13 Sp`3 S k S S$ Sy S S� SE S S� S Sao S_ S� S^ 8�L O_C OC Ly r°yC `ry .�-Jp' Oi L� _Cy, t U � _Yy LJp u 4� OL` it �11 �G �Sj ��. O drc � �� G a� L �o d`aR �G �a: �� l>: , �G �z E@ �rc �o aa: sue. arc 421n 111.9 408 129.5 332 93.2 408 115.6 325F37.6247 8 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 36.0 408 104.0 $19 48 in 74.9 312 83.8 258 62A 312 73.4 252 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 M 61.0 244 26.8 312 61.0 244 23.4 W2 61.0 244 50.625 in 63.0 281 70.6 234 53.2 281 61.5 2281 55.7 224 39.9 281 52.1 222 35.5 281 50A 220 31.9 281 49.3 219 20.6 281 49.3 219 22.8 281 49.3 210 20.0 281 49.3 219 247 57.5 207 43.9 247 49.8 2027 44.8 199 32.9 247 41.6 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38A 193 16.4 247 38A 193 r 541n 52.6 C 601n 38.4 200 41.2 170 32.0 200 35.4 1660 3L6 163 24.0 200 28.9160 21.3 200 27.1 159 19.2 200 25.8 157 16.0 200 25.0 156 0631n 33.1 161 35.3 155 27.6 t81 30.3 1521 26.9 149 20J 181 24.5 146 18.4 181 22.8 144 16.6 181 2L7 143 2 66 in 28.8 165 30.6 142 2d.0 165 26.1 1395 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 12018.5 139 iB.9 1189 1Z5 116 761n 18.9 125 19.7 109 15.7 125 16.8 107 781n 17.5 118 10.2 104 TAMI C 40 Anchor CapacItV Table(]be) Substrate: 2.7k Concrete 3.5k Cane. Hogav CMU Filled CMU PT Wood Natal Anchor Clip Patterns Anchor Type: 3116' Else UlUacon 114' Eka Ultrecan 511V Eko Ultracon 3/16' Eko Ultrecon 1/4• Eko Macon 114' SS Eke Agon:Galor 511V Elco Ullracon 114' SS Elea AggreCaler #10 Steel Scnew (G5) 912 Steel Screw (G5) #12 Sled Screw(G5) Edge Distance (n): 1' 2-12' 1' 2-12' 3118' P 2-12' 1' 2-i2' 2' 31/e' 2• 0.48' 0.54' I 0.324' Embednent Mk 1-W4' 1414' l-w 1414' 2' 1.114' 1-114' 1-114' 1-114• 1-1/4' 1414' 2- "a' 1-318' lades 2 Anchors @ 4.75' Min. 0.0.1 Standard or Offset Clip (Fig. tk 390lbs 390lbs 450Its 690 IDS 16441bs 270lbs 2801bs 354 Ibs 740 Its 3741ts 684Its 946 @s 341 IDS 4421bs 5801bs 4 Anchors @ 1.15- Ain, O.C.1 Standard (or Ogsel) Clip (Fig. 2): 480 IDS 700lbs WA WA WA NIA 380lbs WA WA WA WA WA 682 IDS 8951bs 1120 IDS 4 Anchors @ 3• Min O.C. I (2) 2k5 Angle gips I (Fig. 3): 790 IDS 780IDs 680Ihs 1660Its 1896 IDS 540lbs 560Its WA 76016s 748Its 8801bs 1892lbs 682 Its 8851b5 1120 IDS 2 Anchors@ OAVhiin. O.C. I U-Clip, Inlo.12V Atum.(Fig. 4k WA WA NIA WA WA WA WA WA WA WA WA WA NIA NIA 715 Its 1 Anchor/ Fop (Fig. 5): 195 @s 195lbs 225 Ns 445lbs an Its 135 lbs 14016s 177 nos Ma IDS 1871hs 332165 4731bs 1701bs 221 Ibs 2801bs 2 Anchors @ 1.15- Min. O.CJ F-C1ip (Fig. Bk 240Ibs 3501bs N/A WA WA WA 1901bs WA WA WA WA WA1 341 IDS 44Z We 580 IDS NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X (MULLION CAP.,,�,,'.N =ANCHOR CAP.. MULLION CAR,,.,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. r FIGURE 1: FIGURE 2: TABLE NOTES: PRODUC.TRBVISED, • • • as e0lry1151ng'NU the Florida 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BundinAOods SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• A 64 am 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. IT�' - - FIGURE 3: I MiMi adu Product Control 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' �(11 t I 1 11111j FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. N LYNAI ANGLE CLIP MUST BE USED IN PAIRS. .125' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED [I- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' I No. 58705 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2' X .125' MULLION �IDI��IIr�I�I� LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I I I 1 - 1 • THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S. ' -� ••. Zc UU--L1LL J /F.5' Q' ' O SATE (Sfr ' T !(J SZ NAl NCB . . O E A. LYN�JIIUl�L�1R, P.E. FL P.E.# 58705 TACt C 9A Mullion Capacity Table Ibsfftz Opening Width (foresrticall -spanning mullions) or Opening Height (for horizontally-spsrWng mullions} 601n 601n 701n 80 in 90 in 1001n 120Sri 140 in 160 in ix2x.376 Rectangular Loading Treptniarg. Loading Rectangular Loading Treprhiarg. Loading Rectangular Loading Tralyrriarg. Loading Rect Iftl Loading TTmp/TwQ. Loading RectareNar Loading Traprrdang. Loading Rectangular Loading TrapTtlang. Loading Rectangular Loading Trapri7datg. Loading Reclanguar loading 7rap'Triano Loading Rectangular Loading 7raprrdang. Loading Alum. Tube Mullion F N .n l= Sffi P >i AZI >L� G F 9 �.. 8B F >t �' �� £S�O 4 P ft 9 •f G 2' 13& a Q K �G 8� Q K r � 8� �j •E G F �.. QR' (�Cs �G fiB_y tiaIs. L5LLL G�G3aSrc G� a x f� �• F �g Z' 6¢ G�G � '2G �..11 �•TEZ[81 QIL � L o L55G$C�g P 421n 170.0 SM 170.0 435 151.3 662 Vol) 478 129.7 662 170.0 W6 Y13.5 662 t695 618 100.9 sm 166.8 617 80.8 662 168.9 517 76.7 662 168.9 517 81.8 6fi2 1Me 517 66.7 662 1689 517 481n 721.E 507 136.0 419 101.4 507 1192 410 868 507 108.7 403 760 507 1028 399 676 507 99.6 397 60.8 507 99.0 386 50.7 507 99.0 396 43.4 507 99.0 39G 380 607 99.0 396 5D.825In 103.7 456 114.6 379 86.4 456 99.9 371 74.7 456 90.5 W4 64.8 456 84.6 3W 67.6 456 81.3 357 5L8 456 $0.0 356 43.2 456 80. 3356 37.0 456 80.0 SW 324 456 80.0 356 541n 86.4 400 93.3 336 71.2 400 90.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 6'23 314 35.6 40D 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 60 in 623 324 66.9 276 51.0 324 67.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 256 26.0 324 40.5 253 ?22 324 40.5 253 19.5 324 40.5 253 C 631n 53.8 294 67.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 $9.8 237 29.9 204 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 J 661n 46,8 268 49.6 230 39.D 268 424 225 33.4 268 37.5 221 29.2 268 34.1 218 2G.0 268 31.6 216 23.4 268 29.8 212 19.5 266 28.0 210 16.7 268 27.7 209 74.6 268 27.7 209 72In 36.0 225 37.9 196 30.0 225 322 191 25.7 225 28.4 188 22.5 225 25.8 185 20.0 225 23.5 182 18.0 225 221 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 776 76In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 12.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 103 128 202 t6.7 160 10.9 202 15.0 158 9.8 202 15.8 158 78In 28.3 192 29.6 168 23.6 192 25_i 165 20.2 192 22.0 162 17.7 192 19.7 159 167 192 1ti.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 801n 18.5 144 19.0 128 15.4 144 16.1 126 $6In 15.2 127 15.6 1", TARI P 9R Anchor Ca fly Table(lbs) Suhslrale: 2.7k Concrete 3.5k Cone. HOW CMU Filled CMU PTW I Metal Anchor Clip Patterns Anchor Type' 3/16'EICO UIImeon 1/4'Eko Uluacon 916' Elw Ulirecon 311VPoo UBrecon 1/4"Elco Ulimcon ItV SS Elco Aggreaalar 51W E100 Ulhscon 1/4' SS Eko AggreGalor #10 Steel Screw(GS) #12 Steel Screw (G5) 012 Steel Screw (G5) Edge Distance (in): 1' 2-11T 1- 24/2' 3-1/8' 1' 2.1/2' 1' 2-11r 2' 3416' 2' a48- 0.%' 0.324' - Embedment ft. 13t4' 1-3/4" 1-3r4' 13/4- Y 1-1/4"- 1.1I4' i-1I4' 1-1/4' 1-114" T 1-we-1318' lades 2 Anchors a 4.75- Min. O.C. I Standard or Offset Clip (Fig. 1): 4 Anchors @ 1.15" Min. O.C.I Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3' Min. O.C. / (2) 2c5 Angle dips / (Fig. 3k 2 Anchors @ 0.45" kiln. O.C. / UClip, into .125' Alum. (Fg. 4Y 300 lbs 480 lbs 7801bs WA 390Ibs 7001bs 780 lbs WA 4501bs WA 680 W WA 890 Her WA 1560lbs WA 1644 lbs N/A 1896 lbs N/A 270 Ibs WA 5401bs WA 2801bs 380 lbs 500 lbs WA 354 lbs WA WA WA 7401bs N/A 7601bs NIA 374lbs WA 7481bs WA 6641bs WA wo lbs WA 9401bs WA 18921bs WA s bs bs W22 5601bs 11201bs 11201bs 715 Ibs 1 Anchor/ FCiip (Fig. 5): 195lbs 1951bs 2251bs AFf bs 8221bs 1351bs 1401bs 1771bs 370IDs i871bs 3321bs 4731bs bs 2801bs 2Anchas@1.15'Mtn. O.C.l F-gip (Fig-8J: 2401bs 3501hs WA WA NIA WA 180@s WA NIA WA WA WA 6s 5501bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DI;,,) X \ ANCHOR CAP.,.,,, % _ ANCHOR CAP.k, MULLION CAP.,,x,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: FO 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: F0 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S. OR 410 S.S. 'Ri 0 with the --� 1.0001 �--- e•.`Gj3 vmPrreo ucl Controf lltlll// 2.0 � �( %-YNN '•,. .375" _ No. 58705 -_ 1' X21 X.375" MULLION `- - TT LATE O S : •4� O ,. A. LYNN MWC R, P.E. FL P.E.# 58705 r_ n A 1 MOLr-- vr� Mullion Capacity Table (lbsW) Opening Width (for wdicaly-spanning mullions) or Opening Height (for tfonzontely-sparrlrg mullions) 601n 60 in 70In Win 901n 100 in 120 In 14Oln 160 in Rectangular TmpTdang. Rectangular TraplTdang. Rectangular Trap7rlang. Rectangular Rectangular Rectangular Trep'Tdeng. Rectangular Trap/Tdang. Rectangular Trep/Tdang. Rectangular TraplTdang. Redanguler Trapl7rlang. 1 X 2.76 X Loadne Loadng Loadng Loafing Loading Loafing Loadng Loading Loading Loadng Loadng Loafing Loading Loading Loadng Loafing Loafing Loadng .376A1um.. Tube a..,. ,. V Mullion�8 nil 3 R & i 3� c3 3� 3 c3Q cR c3� 3g ci cif 3 rid ci c3� i 3�` rR i 3�` ci c3a 5�a•- € k- o o LC,J §g k.t LV �qy ^g_ o o `. Lys 9- €� 3-r- V LG LC, V {T!�T y, y5 V V y� yy j3j ^L y G G G CL G Q LL• jaj G Q G Q K Cy, Q Q R• G 4 n= i!. G Q K v 4 R• Q 1L 3 Q a' G 4 K G Q R• C K Q 0: G Q D: G LL• G K Q ✓- 868 t70,0 me 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 1-06.7 1301 170.0 521 127.5 1301 170.0 521 111.E 1301 170.0 621 42 in 170.0 820 170.0 435 170.0 7dd 170.0 478 170.0 '108 170.0 170.0 1133 170.0 661 151.8 1139 170.0 677 136.E f139 170.0 690 113.9 1139 170.0 680 07.6 1139 170.0 680 85.4 1139 170.0 660 461n 170.0 170.0 524 170.0 850 170.0 684 170.0 992 630 60.625In[41,a 747t62 3 170.0 895 170.0 631 167.8 1032 170.0 684 146.8 tO32 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.5 756 73.4 1032 170.0 756 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.6 007 140.0 709 64 in 70712 161.3 907 W0.0 691 13s.2 907 601n 7356 117.6 735 130.3 611 10D.8 735 U6.0 699 68.2 735 106.2 590 78A 735 99.5 5M 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 674 631n 6660 101.6 666 111.E 55-1 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 63.9 531 60.9 666 79.8 526 50.8 6W 75.8 521 43.6 666 75.6 521 38.1 666 75.6 521 65in0 6072 $8.3 607 06.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 d 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 4Q8 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 393L76 J 72In 5f043 68.0 510 73.0 434 58.3 510 64.3 426 51.0 43A 458 48.6 378 38.6 458 44.6 373 34.7 458 41.8368 28.9 458 37.7 382 24.8 458 38.0 358 27.7 458 35.7 358 45800 57.a 453 61.7 392 49.6 458 54.1 385 360 35.7 435 40,9 356 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 43581 53.5 435 66.8 373 45s A35 49.8 368 40.1 435 44.7 327 43.1 200 34.8 327 36.4 285 21.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 288 17.4 327 21.0 262 14.9 327 19.3 258 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14A 287 16.9 232 227 24.7 205 202 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 215 22.7 194 18,6 215 19.1 191 15.9 215 16.6 1&8 1201n 17.6 184 17.9 167 r_ m I FIOLL' JU AnchorCa ltv Table Ibs Substmle: 2.7k Concrete 3.5k Caw. I Hollow CMU Filled CMU PT Woad Metal 5l16" Eko 1/4' SS Eko 5/1V Eloo lie SS Eko 410 Steel gig Steel 912 Steel Anchor Type: 3/16"ElcoUilracan 1!4'EkoUluecon 3'i6'ElcoUluacon 1/4'EkoUiVacan Aggn:Galor Ullmoon AggreGator 8 1:(G5) Scw(GS) Sctew(G5) AnchorCllpPatterns UlBacon Edge otstance (i): 1' 2-1¢1 1" 2-112' 3-1/81 1' 2-10 1' 2-11T 21 3-1/8' 2' 0.48" 0.54• 0.324' Embedment 6mi 1-314" 1-3l4' i.W4' 1-314' 2' t-114' 1-1/4' 1-114, IA14' 1.1/4' 1-1/4" 2' I-WW I 1-3/O" cedes 2Anctwrs Q4.75"Min. O.C./Slandazd or OOsel pip (Fig. tk 3901bs 3901bs 4501bs 690lbsE8221bS135lbs 2801bs 3541bs 740 Cos 3741bs 6641bs 9481bs 34116s 4421h6 560165 4 Anchors Q 1.15"Min. O.C. / StarMard (orOOseq Crip (Fig. 2): 4801bs 70016s WA WA 3801bs WA WA WA WA WA 6021bs 8951bs 1 f201bs 4 Anchors Q 3' Min. O.C.l i2) &5 A itim pips l (Fg. 3): 7801bs 780lbs 6801bs i5601bsHis 660lbs WA 7601bs 748lbs ON lbs 18921bs 682 lbs 865lbs 11201bs 2AlwhorsQ0.45"Min. O.C.1 Ul1;1.(n1o,125'AWm.(Fg.4r WA WA WA WA WA WA WA WA WA WA WA N/A 7fllls 1 Anchor! F-C6P (Fig. 5k 1951bs 195lbs 225 We 445lbs 1401bs 1771be 370lbs 1871bs 3321bs 4731bs WNOAW 22 Anchors Q 1.75' Mln. O.CJ FCltp (Fg. B): 2401bs 3501bs WA NIA 1901bs WA WA 1A I WA WA 341 Ibs 442Ibs 5801bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: - - FIGURE 3: [ 0 * IF *I ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: H1000 LI-11 LL� o ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP\ _ANCHOR CAP., \MULLION CAP.,,.�,,,�„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -1 1.000" V X 2.75' X .375' MULLION 5 whhthe Florida x : No.587050 STATE s /"/ONIAk- A.iAmMILLrEk P.E. FL P.E.# 58705 O 1- TABLE 4A Mullion Capacity TablePeelle) Opening Width (for wrticely sperrling mullions) or Opening Height (for horizordally-sparring mullions) 50In 601n 701n 801n 001n 100In 120 In 140 in 160In 1 X 2.76 X Rectangular Loading TraplTriarg. Loading Rectangular Loading Treprrliang. Leading Rectangular Loadng Twptrlang. Loading Rectangular Loadng Tmp/Tdang. Loading Rectangular Loafing Trap/Tdang. Loafing Rectangular Loading Trep,Tdang. Loading Rectangular Loading TrapRriarg. Loading Rectangular Loading Trep7Tdarg. Loading Rectangular Loading Trap/Tdeng. Loading 660AIum. Tuba W {{yy(_(.��_V _C r a.� d Lp x c p q a s., GgryMullion a N r a .- a s^ e VF,- j r q V r 6 r a., L may' _-15 W L� %[ a U L VV-Z U q^ Ury_{_j @ a W OC a tW 'G� Ub13WVU1)G�'GVc a a O� �_ LIs � r LC a t'- 2 � {_y OC r a..p L �_I �E a Ly T111, ��yn(_� OG is L 0J-+•qW GK O iG L = 5�� L J�OUr1. is ¢K 42In 170.0 820 170,0 435 170.0 744 170.0 478 170.0 1 668 170.0 506 170.0 992 170.0 51g 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 621 138.8 1620 170.0 '21 48 in 170.0 708 W0.0 624 170.0 tt50 170.0 5M 170.0 892 170.0 030 170.0 1133 170.0 081 170.0 1275 V0.0 677 170.0 1417 170.0 680 141.7 107 170.0 1.5 1417 17D.0 880 108.3 1417 170.0 fr80 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 756 121.0 1286 170.0 4.5 1286 170.0 768 IA 1288 170.0 758 54 In 170.0 797 170.0 612 170,0 95S 170,0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 658 100.5 1130 170.0 .1 1130 170.0 881 75.3 1130 170.0 661 601n 170.0 885 170.0 701 14e.5 016 162.3 761 125.5 015 144.6 746 109.9 915 132.3 735 87.6 915 123,9 728 87.9 915 116.5 720 732 815 114A .8 915 114.4 715 54.9 915 114.4 715 631n 161.8 830 161.9 710 128.5 830 138.9 694 108.5 830 123.2 661 94.9 830 112.2 670 84.4 830 104.6 662 75.9 830 99.4 656 03.3 830 94.5 .2 830 94.1 649 47.4 830 94.1 849 s 1p 66 In 132.1 757 140.0 650 110.0 757 119.6 030 943 757 105.9 624 82.5 757 96.1 814 73A 757 89.1 608 68.0 757 94.2 e00 65.0 757 79.0 .2 757 78.2 b91 41.3 757 78.2 59 c 7 636 108.8 552 84.8 636 81.0 540 72.7 638 80.1 530 63.6 B38 72.2 521 50.5 836 88.5 614 50.9 1336 82.3 506 42.4 838 57.2 .3 jr 638 55.3 487 31.8 036 55.2 497 •�jm1n27.8 571 90.4 498 72.1 571 78.8 488 8 . 57f 67.4 479 54.1 571 60.6 471 46.0 571 55.5 464 43.2 57t 51.8 459 36.0 571 47.0 .9571448 447 27.0 571 44.5 M8 542 83A 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 642 51.0 442 40.0 642 47.5 437 33.3 542 42.9 .6 542 40.6 425 25.0 542 40.1 423 407 63.7 361 43.4 407 45A 355 37.2 407 39.6 349 32.6 407 35.3 343 28.9 40 332.1 338 26.0 407 29.6 334 21.7 407 26A 8.6 407 24.1 322 18.3 407 23.0 310 356 44.1 320 $5.8 358 37.2 314 30.7 358 32A 309 26.8 358 28.8 304 23.8 358 26.1 300 21.6 358 24.0 206 17.9 358 21.0 5.3 358 19.2 284 1 283 30.6 255 25.1 283 25.0 251 21.5 283 22.5 247 18.8 283 19.0 244 16.7 283 18.0 240 15.1 283 16.5 237 8 207 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15A 267 10.5 228 120In 22.0 229 22.3 209 18.3 229 18.8 205 15.T 228 16.2 202 TAOI C AD Anchor Ca ltv Table(lbs) Subslmle: 2.7k Concrele 3.5k Cone. I Hot[=CMU Riled CMU I PT Wood Metal 5T6'Eko 114'SSEko 5116"Elco 114'SSEko 010Sleel #1281eel M2 Sled Anchor Type 3/16'EleoUllracon 114'Doe UlOacon TIVEkoUltracen 114"EkoUlhecm AggreGator UOmcon AggreGator S0"(G5) Scrm(G5) ScreW(GO AnchorCIIpPatterns Ulbecon Edge Ustanee tinY 1' 2-12' 1' 242" 3-1/8" i' 2-12' 1" 24W2 T 3d18' 2' 0AW 0.64' 0.324' Embedment tiny I-W I V4' 1-3/4' 1J/4' T 1-1/4' 1414' 1.1/4' 1-114' 1-1/4' 1-114' 2- 13l8' 1-3W corks 2Anchom@4.75-Min. O.C./Slandard or Offset Clip(Fg. fY 3901es 3901bs 450Its 8901bs 1644lbs 270lbs 2801bs 3m Ibs 7401bs 374lbs 664lbs 9461bs 3411bs 44216s 560lbs 4 Anchors @ 1.15' MIn. O.G / Standard (orvoep Cup (Fg. 2): 4801bs 7001bs NIA WA WA WA 3801bs WA WA WA WA WA 8821bs 885 1120 lbs 4 Anchors @ 3' Min. O.C. / t2) 2t5 Angle aps ! (Fg. 3): 7801bs 7801be (IN lbs 1560 Ibs 1696 lbs 540lbs 5601bs WA 760lbs 7481bs ow lbs 1892lbs 6821bs 885 bs 11201bs 2 Arohws @ 0.45' Min. O.C. / ULYIp, Nlo .125' Alum. 1pg. 4y WA WA WA WA WA WA WA WA WA WA WA WA WA 715 Ibs 1Amhor/F.C5p(Fg. SY 1951bs 1951ba 2251bs 4451bs 822lbs 135 lbs 140lbs 177 Ibs 3701bs 1871bs 332lbs 473lbs 170 lbs 2211bs 2801bs 2 Ancirors @ 1-15' h1in.O.CJ F421p (Fg. 6): 24D @s 350lbs WA WA WA WA 190lbs WA WA WA WA WA 341 Ibs 442Ibs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Q--) CIRCLED VALUES ARI; USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O 11-11-0 • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,�,,,,,,E_ANCHOR CAP.. MULLION CAP...) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE)..STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S. -1 1.00T 1" X 2.75' X .650' MULLION 0 E. :ODUCPREVISED cdmplYl118 whb [be Florida i8dl0XCodc . . As 1111I 111 )7jy 1,10ENSF '•.F'p No. 58705 i O •.� t � It (�:• W •� S ATEO- CC/� '. SSOVAL E. `• A. LYNN MILLER, P.E. FL P.E.# 58705 D w D N W �� m a < S 5 � � ? w a o � 3 C•_ + � B �Ds�+aaJ � D m h h= ��mmm�� RRn 5 Y � V Yyy "gN" $$� Bii 0 z�8➢6T6T6S�'� 8 � Z s A ZD -p `D a D o a 2 m c Ta C � 0) m ciao �D�D a$➢yN � �m � m m c � pH A$'c Ci tSHS �_ C1y a r II� R D � Si i7i � z c z rn S O c Q -o� 25co+ o c D$Doa va ptm D 9 D � ➢ � b � � Ln 0 Dp V S p A � D�y�4p�H�t �� 8• o� R � m R$'c Na A N mmm Cme A + ry N i y D � q f$ $ � 6! & °3 • � R N� v$ ON _�. � s � � at 5 - Mull Length cow r m m s s s 5 Er sr s s s s s- x u m 'P it S e "' � 0 0 0 0 0 0 �1M�1uillon Capady r z y r IJ W -O IJ ON m •O C O O •O O 1'��) G 6� N yy w A u m .1 m m m m v v v a� Anchor Capacity m`Q Required (Ibs) R' e � � Mullion Capacity r o e o 0 0 o m r u iv o o o c o o c Qhs/112) m fJ t!� qq Q AIILIIOr CapaLltY O g m O N w A m RBgWrOd (ItA) ;,, �„ O � e Mullion capacity a m m o 0 0 0 + IJ V IJ m IJ o •O O W O o C O O O�rn2J a� N Anchor Capacity m ry is -` �+ � � Manton capacity d ys N �t ti m v p o 0 0 0 0 o r v V e w Y o m is o 0 0 0 0 0 (tbsirt� m yy Ea N r6o w w# m S m m v m m �n a Anchor Capacity m m Se" v$ m m m� S `b' � ro S a Require0 �6a) Mullion Capacity � m •O N V O IV O m� 0 N C C G •O \'�� N ems V+� � m ($e Anchor Capacity m'Q V, b W O. W S -" Required (IiS) �• V O m o8' m ,$• 0 4' '^ ^+ ^+ =• � •+ Mullion Capacity y ' O b• +# m o#+ w m o o m o o � 'm a �. �. AnChCr C101P0Clly m& N O O m RBgYIfOd `�b3) t N L� S m' `� o 0 0 o Manion Capacity r e S W 9 (O m++ !rl W IJ W V C O G C Q�r�J a= Q N (yy •y N q qm y m {m� {'�• N •� -• Anchor Capacity p G .0 g d V N A# IrV GW N m m P N W � RBgYIrBd post � m.1— N N w a V V m+ y +A +m r v r O Mullion Capacity 'i 5 lT N j• r •O O G O •O ��•) Anchor Capacity ro 3' � m I.wi $ $ $: &' v •m„ m u fn m 8 u m m Required (Ibs) `F � n m ,u'• ,+m = o `ta' Si g = N N =1 � + Mullion capacity � 3 p m /I m C O O�mJ qm� 0 0 Nm w N A m� N� N p '• •• � N+ Menor CaPaciry� m �' v N m Required Qht) �` m� C 1� y o 0 m O N N O � O •-• MUIIIon capacity y •e O O O II Nf� r W m Q W •m V 0 m A r m m O fT C P. O •O \'�"•'/ N Anchor Capaclry Required Qbs) " e Mullion Capacity � 3• •b N O+ •m N O N A e •O N C O C \'�R2J a? O S � � g � g •.• •` + N Anchor Capacity m a v N a w m `d• 3 S v `o Required Qbs) =$ S mullion Capacity d 0 0 0 '•-1 m m N t0 O O O O \'��J e m m m O W !J W m t m m V p O O O `� N Ad N N N N w a N m q V m m m V m P Anther Capacity m � � S $ � Requi d (Ibs) m m N � m � MullionCapacityA •m OI m CO A N O� N N m N m +l Y •O P�'•�I �� C N w A m m v m m r •- Anchor Capacity � Y � $ .y � Required (IbS) $ �•+ S� v� m i o 0 0 o MYnlon Capacity N m m N mm�` l0 N •O W O # IJ m w P O O G G A�r'•'4 � •� + a0 Ao m � � o = Required Qhs� � m' Mullen Capacity $ m m /1 m m Cl A Q+ O b m fJ• fJ m N O Q�rh2J 0.� _ Anchor Capacity m S A m $ V gg m + A r N J � w� �' e N � u Required (Iba) r + o i 'm n o e s •- �+ � v Mullion Capacity Qbs/�) $ i. m N IJ a u m m i0 a 'p c o 0 g� $ V m w Anchor C;,)I PeCity m '^' � RequlrAnchor ed (Ibs) � g m rX' Mullion Capacity r g ^I a m m m >A � •• r m i # L+ iv a (IbSI1Y1) a ((�� mmm(p GG G _ mp Anchor Capacity � `E 0N� aN fAl� tN� wp Sn m N ROQUIIBd ••....) g O W N N m O m m$ r+ V V J V m A O O O O I1 N A •m O m O m r V V •m fT •O •O G O" N a m. m •mn � w a � � am m $w � �' o Required Qbe) ry m m Z O O n O m m m vi A W m Q T T Z m C ,O ~ •02 m m r N O V O o to 3 m C 2 W4 • m N m c m W T •n O c Li Z .'0 2 c m In z ei O m Z • • N � m W • O • O A In -lr-i{O�• T22 N� m�ooAm moo- z =m m > 1 x y r 1 m�mm�i N~OO mm O A m0m� 207Z Z ym m rD-=r•G-rmrm OmZ N� ODpZ�0 CrC O O,•0 De Zrp CZ 0mr r- �- #O-i�ZO 00r -1 OZ NW Wm1am �ZZ Z Z;a m m O O l m 0>>'cy �m� m �n S>gDND 9mm Zo Nz-ZDF MGM m rDN 20EW�P-O 0.00 Z "d0 ONO5Z? �Pz C SN 0--(mPm OZZ Z 3O•i ° Poo 0 mx 3mtya�lD mg-1 m Dn rOm0 vl Oj mrOC-o DZN Z (D� -y= 3 W 00� 0 N mD�2n� Zzm p D63 Cr2��n NrTO 0 Zo yZmm O> N Z Emil O o sO — A Q •-I O -4 rznn -t 0 v, A tPtnn Gl vt rr-2 Z� "q O .A.D�ZmO mm m A N-W�m� iN n Z W m-00 OO T W rn C mm`2 �Z rD- O 7J Q.yD W Z zsn Q czAo Zm y Dl �mo Nm w o 2rC�'� SCA r z "0W3�C m2 m O rtl m z p m�,D.l-'n 00 O mONaIn N� DD0300DQyyy O Z O W N Z 9 c A om� " P m-4n>zCD� v a ZO-Di ZOy ZO ZrO X r w w n0 mr3?CCC O O1 03-x-mm5 0 11 0 gip+ ce -i a1Dm yN T >vWODOAr�00� `C �X o m-iC��C.'i07W a --44 Mtn o ZNZ_M In M-��% To per+ 1- �o0"i m--00? n z ?� 33 -�Ozm z " 3pZm-4 > O z z -ggoommoo 0 3 c m'omc=oo o {z2�mz� pD oZ a �d ''• �a v Z_ O ^� �� o ��: j l my nua+IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m Z: 0 N m. = h• O pescdpibn: 6a�>.a mrD z• _- ° I s Ij 1 X 3.125 X .5 MULL SPECS o � :p �� n : = m series: N/A stale: N/A o aw re Ne. snaac• \ 6300JR 9 or 2 1070 TECHNOLOGY DRNE .D ��.� •• ��^� l7retm 8Y Date: Chocked By. Data; Rev.6 N. YENrOE FL;14275 m � -•.1rI�J J ROSOWSKI 08/29/11 v.o. sox 1529 NDxoNls FL sa274 Nr \`\ Rev. By: Date: Ravlsbn: J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FLCER7.OFAl TF.i 29298 r.699 e Mullion Capacity Mull Length cow r m m s s s 5 Er sr s s s s s- x u m 'P it S e "' � 0 0 0 0 0 0 �1M�1uillon Capady r z y r IJ W -O IJ ON m •O C O O •O O 1'��) G 6� N yy w A u m .1 m m m m v v v a� Anchor Capacity m`Q Required (Ibs) R' e � � Mullion Capacity r o e o 0 0 o m r u iv o o o c o o c Qhs/112) m fJ t!� qq Q AIILIIOr CapaLltY O g m O N w A m RBgWrOd (ItA) ;,, �„ O � e Mullion capacity a m m o 0 0 0 + IJ V IJ m IJ o •O O W O o C O O O�rn2J a� N Anchor Capacity m ry is -` �+ � � Manton capacity d ys N �t ti m v p o 0 0 0 0 o r v V e w Y o m is o 0 0 0 0 0 (tbsirt� m yy Ea N r6o w w# m S m m v m m �n a Anchor Capacity m m Se" v$ m m m� S `b' � ro S a Require0 �6a) Mullion Capacity � m •O N V O IV O m� 0 N C C G •O \'�� N ems V+� � m ($e Anchor Capacity m'Q V, b W O. W S -" Required (IiS) �• V O m o8' m ,$• 0 4' '^ ^+ ^+ =• � •+ Mullion Capacity y ' O b• +# m o#+ w m o o m o o � 'm a �. �. AnChCr C101P0Clly m& N O O m RBgYIfOd `�b3) t N L� S m' `� o 0 0 o Manion Capacity r e S W 9 (O m++ !rl W IJ W V C O G C Q�r�J a= Q N (yy •y N q qm y m {m� {'�• N •� -• Anchor Capacity p G .0 g d V N A# IrV GW N m m P N W � RBgYIrBd post � m.1— N N w a V V m+ y +A +m r v r O Mullion Capacity 'i 5 lT N j• r •O O G O •O ��•) Anchor Capacity ro 3' � m I.wi $ $ $: &' v •m„ m u fn m 8 u m m Required (Ibs) `F � n m ,u'• ,+m = o `ta' Si g = N N =1 � + Mullion capacity � 3 p m /I m C O O�mJ qm� 0 0 Nm w N A m� N� N p '• •• � N+ Menor CaPaciry� m �' v N m Required Qht) �` m� C 1� y o 0 m O N N O � O •-• MUIIIon capacity y •e O O O II Nf� r W m Q W •m V 0 m A r m m O fT C P. O •O \'�"•'/ N Anchor Capaclry Required Qbs) " e Mullion Capacity � 3• •b N O+ •m N O N A e •O N C O C \'�R2J a? O S � � g � g •.• •` + N Anchor Capacity m a v N a w m `d• 3 S v `o Required Qbs) =$ S mullion Capacity d 0 0 0 '•-1 m m N t0 O O O O \'��J e m m m O W !J W m t m m V p O O O `� N Ad N N N N w a N m q V m m m V m P Anther Capacity m � � S $ � Requi d (Ibs) m m N � m � MullionCapacityA •m OI m CO A N O� N N m N m +l Y •O P�'•�I �� C N w A m m v m m r •- Anchor Capacity � Y � $ .y � Required (IbS) $ �•+ S� v� m i o 0 0 o MYnlon Capacity N m m N mm�` l0 N •O W O # IJ m w P O O G G A�r'•'4 � •� + a0 Ao m � � o = Required Qhs� � m' Mullen Capacity $ m m /1 m m Cl A Q+ O b m fJ• fJ m N O Q�rh2J 0.� _ Anchor Capacity m S A m $ V gg m + A r N J � w� �' e N � u Required (Iba) r + o i 'm n o e s •- �+ � v Mullion Capacity Qbs/�) $ i. m N IJ a u m m i0 a 'p c o 0 g� $ V m w Anchor C;,)I PeCity m '^' � RequlrAnchor ed (Ibs) � g m rX' Mullion Capacity r g ^I a m m m >A � •• r m i # L+ iv a (IbSI1Y1) a ((�� mmm(p GG G _ mp Anchor Capacity � `E 0N� aN fAl� tN� wp Sn m N ROQUIIBd ••....) g O W N N m O m m$ r+ V V J V m A O O O O I1 N A •m O m O m r V V •m fT •O •O G O" N a m. m •mn � w a � � am m $w � �' o Required Qbe) ry m m Z O O n O m m m vi A W m Q T T Z m C ,O ~ •02 m m r N O V O o to 3 m C 2 W4 • m N m c m W T •n O c Li Z .'0 2 c m In z ei O m Z • • N � m W • O • O A In -lr-i{O�• T22 N� m�ooAm moo- z =m m > 1 x y r 1 m�mm�i N~OO mm O A m0m� 207Z Z ym m rD-=r•G-rmrm OmZ N� ODpZ�0 CrC O O,•0 De Zrp CZ 0mr r- �- #O-i�ZO 00r -1 OZ NW Wm1am �ZZ Z Z;a m m O O l m 0>>'cy �m� m �n S>gDND 9mm Zo Nz-ZDF MGM m rDN 20EW�P-O 0.00 Z "d0 ONO5Z? �Pz C SN 0--(mPm OZZ Z 3O•i ° Poo 0 mx 3mtya�lD mg-1 m Dn rOm0 vl Oj mrOC-o DZN Z (D� -y= 3 W 00� 0 N mD�2n� Zzm p D63 Cr2��n NrTO 0 Zo yZmm O> N Z Emil O o sO — A Q •-I O -4 rznn -t 0 v, A tPtnn Gl vt rr-2 Z� "q O .A.D�ZmO mm m A N-W�m� iN n Z W m-00 OO T W rn C mm`2 �Z rD- O 7J Q.yD W Z zsn Q czAo Zm y Dl �mo Nm w o 2rC�'� SCA r z "0W3�C m2 m O rtl m z p m�,D.l-'n 00 O mONaIn N� DD0300DQyyy O Z O W N Z 9 c A om� " P m-4n>zCD� v a ZO-Di ZOy ZO ZrO X r w w n0 mr3?CCC O O1 03-x-mm5 0 11 0 gip+ ce -i a1Dm yN T >vWODOAr�00� `C �X o m-iC��C.'i07W a --44 Mtn o ZNZ_M In M-��% To per+ 1- �o0"i m--00? n z ?� 33 -�Ozm z " 3pZm-4 > O z z -ggoommoo 0 3 c m'omc=oo o {z2�mz� pD oZ a �d ''• �a v Z_ O ^� �� o ��: j l my nua+IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m Z: 0 N m. = h• O pescdpibn: 6a�>.a mrD z• _- ° I s Ij 1 X 3.125 X .5 MULL SPECS o � :p �� n : = m series: N/A stale: N/A o aw re Ne. snaac• \ 6300JR 9 or 2 1070 TECHNOLOGY DRNE .D ��.� •• ��^� l7retm 8Y Date: Chocked By. Data; Rev.6 N. YENrOE FL;14275 m � -•.1rI�J J ROSOWSKI 08/29/11 v.o. sox 1529 NDxoNls FL sa274 Nr \`\ Rev. By: Date: Ravlsbn: J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FLCER7.OFAl TF.i 29298 r.699 e Mullion Capacity Z O O n O m m m vi A W m Q T T Z m C ,O ~ •02 m m r N O V O o to 3 m C 2 W4 • m N m c m W T •n O c Li Z .'0 2 c m In z ei O m Z • • N � m W • O • O A In -lr-i{O�• T22 N� m�ooAm moo- z =m m > 1 x y r 1 m�mm�i N~OO mm O A m0m� 207Z Z ym m rD-=r•G-rmrm OmZ N� ODpZ�0 CrC O O,•0 De Zrp CZ 0mr r- �- #O-i�ZO 00r -1 OZ NW Wm1am �ZZ Z Z;a m m O O l m 0>>'cy �m� m �n S>gDND 9mm Zo Nz-ZDF MGM m rDN 20EW�P-O 0.00 Z "d0 ONO5Z? �Pz C SN 0--(mPm OZZ Z 3O•i ° Poo 0 mx 3mtya�lD mg-1 m Dn rOm0 vl Oj mrOC-o DZN Z (D� -y= 3 W 00� 0 N mD�2n� Zzm p D63 Cr2��n NrTO 0 Zo yZmm O> N Z Emil O o sO — A Q •-I O -4 rznn -t 0 v, A tPtnn Gl vt rr-2 Z� "q O .A.D�ZmO mm m A N-W�m� iN n Z W m-00 OO T W rn C mm`2 �Z rD- O 7J Q.yD W Z zsn Q czAo Zm y Dl �mo Nm w o 2rC�'� SCA r z "0W3�C m2 m O rtl m z p m�,D.l-'n 00 O mONaIn N� DD0300DQyyy O Z O W N Z 9 c A om� " P m-4n>zCD� v a ZO-Di ZOy ZO ZrO X r w w n0 mr3?CCC O O1 03-x-mm5 0 11 0 gip+ ce -i a1Dm yN T >vWODOAr�00� `C �X o m-iC��C.'i07W a --44 Mtn o ZNZ_M In M-��% To per+ 1- �o0"i m--00? n z ?� 33 -�Ozm z " 3pZm-4 > O z z -ggoommoo 0 3 c m'omc=oo o {z2�mz� pD oZ a �d ''• �a v Z_ O ^� �� o ��: j l my nua+IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m Z: 0 N m. = h• O pescdpibn: 6a�>.a mrD z• _- ° I s Ij 1 X 3.125 X .5 MULL SPECS o � :p �� n : = m series: N/A stale: N/A o aw re Ne. snaac• \ 6300JR 9 or 2 1070 TECHNOLOGY DRNE .D ��.� •• ��^� l7retm 8Y Date: Chocked By. Data; Rev.6 N. YENrOE FL;14275 m � -•.1rI�J J ROSOWSKI 08/29/11 v.o. sox 1529 NDxoNls FL sa274 Nr \`\ Rev. By: Date: Ravlsbn: J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FLCER7.OFAl TF.i 29298 r.699 e Mullion Capacity TABLE 6A Mullion Capacity Table (lbslilz) Opening Width (forinrGcaly-spanring millions) or Opening Height (for horizontally-sparelrg millions) 501n 601n 70In 1 80 in 901n 1DD In 1201n 140In 160 in 1 x 4 x .126 Rectangular Loading Trep/Triang. Loading Rectangufar Loading Trap/Tdang. Loading Rectangular Loading Trep(Tiiarg. Loafing Rectangular Loading Trep/Tdang. Loadng Rectangular Loading Trep/Tdang. Loadng Rectangular Loading Trap'Tdang. Loading Rectangular Loading TrepRdang. Lcadn9 Rectangular Loading 7rep/Tdang. Loading Rectangular Loading TrapRdang. Loading Alum. Tube Mullion _ Q II j-• F ,a 6a II u Y^, F__ qU 6 II O.Y {p {� 4P_ II ¢rc� (U� 6 II C �^ �yL�' qVq H�H O. x� �a pU 6 II C 0., y 2L II L C ., 6 II CU {may L �_ 6� II L Y A_ V li II LU (� .-.F 6� 999 L e 6 II LU (� �L� �$ F,-.5,.. qq ,a 6l1 tY` L C_ �' ¢h' GU �. �B 'ao �Up y�� 61] 34� t YGFi ¢K q U. d C (� OL`'� �c pp 4� �y� Y U cP ¢K 6 3 �o -�' fc pp C� ci4� L C c� ¢K 6 3 L ^�^ `�Y 3� �c U .q. OS] ri9� L e 2 rr �K .Fd O. 3a Q �Y -.� �c A' L E �' ¢ q 2 t3A C �� Ec �" V chi ¢w pY G. ci C ry� GC 9�+ xc q p O. l! ci4� { C z ¢K iu {p R II C ��""`` `i'� is F q y OA r�9� L C qU 6 II L G qU 6d 3a L= V F• V c LU Y •yam c$9` = C 3 o `• �C pU y� IIa t o 4 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 W6 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 1170.0 521 170.0 1488 170.0 521 145.0 1409 170.0 521 127.6 1489 170.0 521 481n 170.0 708 V0.0 624 170.0 860 170.0 6M 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 $77 168.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 60.025 in 170.0 747 170.0 W3 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 166.t 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 766 $7.8 1235 170.0 756 641n 170.01797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1168 170.0 837 123.5 1158 170.0 656 102.9 1158 170.0 861 88.2 1156 170.0 861 77.2 1168 170.0 861 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 IWO 1042 130,2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 62.5 1G42 125.1 782 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144A 799 113A 992 131.0 782 100.8 992 121.4 768 90.7 992 114.81758 75.6 992 106.4 745 84.6 892 108.0 744 56.7 992 108.0 744 661n 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 847 117.1 752 91.9 847 108.7 738 82,7 947 102.2 727 68.8 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 C d 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.0 708 $4.9 849 96.4 696[20.6 849 88.7 686 67.9 849 82.7 675 56.6 849 76.3 659 48.5 849 72.5 652 42.5 849 72A 651 761n 115.5 762 120.7 665 96.3 762 102.6 652 62.5 762 90.0 640 72.2 762 80.9 629 762 74.2 620 67.6 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 78 N 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 724 68.1 591 53.4 724 63.4 583 44.5 724 67.3 573 36.2 724 54.3 567 33.4 724 53.5 565 901n 69.6 543 71.8 483 58.0 543 60.7 474 49.7 643 52.9 466 43.6 543 47.1 458 543 42.8 452 34.8 643 39.6 446 29.0 643 34.9 436 24.8 543 32A 430 21.7 843 30.7 426 961n 57.3 478 68.9 427 47.0 476 49.7 419 40.9 478 43.2 412 35.8 478 36.5 406 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 377 24.0 321 20.1 377 22.0 3V 16.8 377 19.0 310 14A 377 VA 304 1111n 37.1 351 37.8 123 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 357 22.0 305 1&6 357 20.1 301 16A 357 17.4 2941201n 29.3 308 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 3W 19.2 267 306 17.3 263 t44 in 17.0 212 172 196 TABLE 6B Anchor Capacity Table Ibs Substrate: 2.7k Concrele 3.5k Cora. Horlow0mu Filed CMU PT Wood Metal Anchor Clip Patterns Andar Type: 3116' Sao Ulbacon 1/4' Elco UlSecan 916" Eko Ulha on 3116' Eleo UlUacon i/4' Eko UlVacon 1/4' SS Elce Agi reGata 5116' Elco Uilmwn 114" SS Eko AggreGalor #10 Stee1 Screw (G5) #12 Sleei Screw (G5) #12 Steel SaeW ((35) Edge Dislanee(fnk 1• 2-VT 1• 2-121 3-1/8• 1• 2-I12' 1' 2-1/T 2' 3,118' T 0.4V 0.54' 0.324' Embed71en1(m)_ 1-314" 1-314' 1-314 IJl4' T 1-114' 1-114" 1-1/4' 1-1/4' 1-114" 1-1/4' 2- Vws8 1318' vales 2 Anchors 4.75 MN.O.C./6lendardaOffset Clip (Fig. 182). 390lbs 3901bs 45016s 8901bs 16441bs 270Ibs 2801bs 354 ft 7401bs 3741bs 6641bs 9461bs 341 Ibs 442lbs 560Ibs 4 Anchos@2.25'Min. O.C. I Standard(or Met) Clip (rig. 3G 700Ibs 7001bs 5801ts 1410lbs 952 Its WA 560 Its WA 630lbs WA MIbs WA 682 Ibs 885Ibs 1120lbs B Anchors @ 1.15- Min. O.C. / Standard (orOBset) Cop (Fig. 4k 9601bs 1400 lbs WA WA WA WA 760 lbs WA WA WA WA WA 1383lbs 17701bs 7240 Its 4 Anchors @ 3• Mia O.C.1(2) 20 Angle Clips I (Fig. 51: 780Ibs 7801bs 680 Ibs 1660Ibs 1896 Ibs 640lbs 560lbs WA 7601bs 748lbs 880Ibs 1892lbs 682Ibs 885Its 1120 ft 6 Anahm@W Min. 0.0./(2) 2x5 Angle Clips /(Fig.%. 11701bs 1170lbs 1020 Ibs 23401bs 2844lbs 6101bs 8401bs WA 1140lbs 11221bs 13201bs 2838lbs 10221bs 13271bs Iwo 4Anchors 0.45'Min-O.C./1JILilp• Inlo.125'Alum.(Fig. 7):1 NIA WA WA WA NIA WA WA WA WA WA WA WA WA NIA 14301bs ' 2Anclrors(92.25' Min. O.CJ F-alp er 3501hs 350 lbs 2901bs 705Ibs 4781bs WA 28016s WA 3151bs WA 440lbs WA 3411bs 4421b5 560 ibs 4 Andras @ 1.w Min. O.CJ F-alp (Fig. 91: 4801bs Too Ibs WA WA 1 WA 3601bs WA WA WA WA WA 6821bs 8851bs 1120 Its NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: f 11OfJI��IIL FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS, ANCHOR CAPACITY ADJUSTMENT FORMULA: DP-) X ( ANCHOR CAP.,,' -) _ ANCHOR CAP.,,, \MULLION CAP.,,a,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE role SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --j 1.000" f-- 1'X4"X.125} MULLION u complying wflh the Florida rAYA affm \\\llllllll/ �......IV . ' No.58705 �'• '• SPATE A. LYNtJ MILVL R, P.E. FL P.E.# 58705 rAml G 7A Mullion Capacity Table(Ibsfe) Opening Width (forverticaliy-sparring mullions) or Opening Height (for horiiordaly-sperovrg mullions) 60In 60 in 701n So in 901n lob in 1201n 140In 180 in 1 k 4 X .376 Rectangular Coating TrapnifeW. Loafing Rectangular Loafing TrapTriang. Loading Rectangular Lwdng TrapMang. Loafing Rectargtilar Loadng Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loafing Rectangular Loafing Trap/Triang. Loafing Rectangular Loadng apRd Trang. Loadng Redeneular Loading Trap/rnarg. Loading Rectangular Loading TropTriang. Loafing Alum. Tube Mullion F $ 4C3 O ie 2• $i' bbbE V G a �rc F 6Cry� O.L ��. F $i' c3` J z arc F n 3� �6: ��. p met t3` L d`rc b a € Eo F �� 8� & ire p �° �_ - -� fo F ��' II&Q� C L �rc �' $ C{•l -� �o ?` _ >b' c Y� arc D ob' 1C4{y Off+ �5 �' _ g� -a ° Xi ire S ;s $C O q5 x F �fi' H�` L 2 & �z F $ 3C� OY 9$ io D na 8 G XX drc F o. 3( L`'i 3bi' �� ' n�' 3$ G o �rc F 6C �O^ 3 ��. F �' Be C._ u'�i �¢ � $ 3 3� �o Z na H$ �O .- L '�i d`rc S o G 9� �o F n S- 'F' �i �z � g S g�jz �- Sg �� A_ $)i IS G X b da �• L• _ S8� G 2 L d � _C �g S �g G g 2' Sg{y g F 3 t z �• 9� .Y S .-- k& G 421n 177o 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 6w 170.0 992 170.0 619 170.0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 b50 170.0 584 170.0 892 170.0 630 170.0 7133 170.0 a81 170.0 1275 170.0 677 170.0 1417 t70.0 600 - 170.0 1700 170.0 680 170.0 1983 170.0 680 f51.8 2024 170.0 680 60.625In 170.0 747 170.0 W3 170.0 696 170.0 631 170.0 1046 170.0 6% 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 166.0 1919 170.0 768 136.5 1919 170.0 MA 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 11% 170.0 7S4 170.0 1276 170.0 603 170.0 1434 170.0 837 t70.0 1594 170.0 656 159.9 1799 170.0 get 137.1 1799 170.0 861 120.0 1799 170.0 M 60In 170.0 $85 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 165.6 1619 170.0 1033 t29.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 631n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1468 170.0 1015 1563 1642 170.0 1076 141.0 1642 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1157 88A 1642 167.9 1151 661n 170.0 974 170.0 789 170.0 1169 170.01903 170.0 1364 170.0 1002 180.8 1472 170.0 1086 142.8 1472 MAX 1148 128.5 1472 758.8 1130 107.I 1472 147.8 1108 91.8 1472 t46.0 1104 80.3 1472 146.0 1104 d 721n t70.0 f063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.E 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 10N18.O555 320 112.5 1012 '1 R 76 in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1104 125.7 970 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.8 935 64.1 1184 93.1 92184 92.3 925 7 c 781n 166.1 1124 170.0 967 138.4 1124 147.0 965 118.E 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 f05.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 59.3 1124 84.3 88124 63.2 878 go In 108.f 844 111.5 750 90A 844 94.3 736 772 844 82:1 724 67.6 844 73.3 712 60.1 844 66.6 702 64.0 844 61.4 623 45.0 Sufi 54.2 878 38.6 844 60.0 66844 47.7 662 961n 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 69.6 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 5742 37.6 504 tOBN 62.6 See 63.9 630 52.1 686 63.8 521 44.7 6W 46.6 513 39.t See 41A W5 34.6 We 37.3 498 31.3 See 34.2 492 26.1 5W 29.6 481 22.3 586 26.6 4586 24.7 466 111 N 57.6 555 58.6 503 48.0 555 49.5 495 41.2 555 42.9 48T 38.0 555 38.0 480 32.0 555 34.2 473 28.6 555 31.3 467 24.0 555 27.7 457 20.6 655 24. 44555 22.4 4421201n 45.6 476 46.4 433 38.0 475 39.0 426 32.8 475 33.7 420 28.6 475 29.8 414 25.3 475 26.8 409 22.8 475 2/.6 404 19.0 475 21.1 395 16.3 475 18.7 3475 - 17.2 381 1441n 28.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 207 16.5 330 17.0 293 TABLE 7B Anchor Capacity Table bs Substrate: 2.7k Concrete 3.5k Curio. H011ow CMU Filled GNU PT Wood A1eh" AnchorCllpPattem6 Anchor Type: 311W £ko Uluaeon 1/4' Eko Ullraem 611V Eko UllmanAg9raOatw WIV Elm Uluacon 114- fto UNanrac 114' SS Eko 5/i6' Elco Unracan 1/V SS Flea AggreGator #10 Steel Sam (c5) #12 Steel Screw(Gs) #12 Steel screw(c5) Edge Distance (in): 1' 2-11T 1' 2-1/2" 3.1181 1' 2-1/Y 1' 2-117 21 3-11W 2" 0.481 0.54' 0.324' Embedment(m): 1-3/4' 1314' 1-314' 13/4' 2' 1414' 1-i/4' 1-1/4' 1.114' 1-1/4' 1-114' 2- 13/81 13I8' wiles 2 Anctwrs@4.75'Min. O.C. I Standard ar Offset Up (Fig. 162): 3901bs 390111s 450 Ibs IN his 16441bs 270Ibs 280 Ibs 354 Ibs 7401bs 374 his 664 IbsA283B]ba 341 Ibs 44216s 560Ibs 4 AmIWS @ 2.25- MN. O.C.I Standard (orOffset) c6p (Fig. 3): 7001bs 700Ras 580 Ibs 1410 We 952 Ns WA 560 lbs WA 630Ibs WA 8801bs682 Ibs 885 His 1120 tbs 8 Anchors; @ 1.15 MN. O.C.I Siandad (orOgset) Crip ft. 47 960 has 1400 his WA WA WA WA 760HIS WA WA WA . WA13831bs 1770 ft 2240 lbs 4 Aticiprs @ 3- MiaO.C.1(2) 2X5 An910 Cops I (Fig. 5): 780 his 780lbs 680[be 1560 @s 1896Ibs 540lbs 560los WA 7601bs 74816s 680lbs682 lbs 8851bs 1128 lbs 6Awhors@T Min. O.C. 1(2) 2X5Angle Crips/(Fig. 6): 1170 Ibs 1170lbs 10201bs 23401b5 28441bs 810 Ibs 8401bs WA 1140165 1122Ibs 1320 has10221bs 1377lbs 16801bs gAnchors @ 0.45'Min. O.C. I U-Clip, Nlo.125' Alum. (Fig. 7): 2 Anchors @ 2.25' Min. O.C7 F-alp ft. ek WA 350lbs WA 350Ibs WA 29016s WA 7051bs WA 476 his WA WA WA 280 his WA WA WA 315 ass WA WA WAWA 4401bs341 Ibs NIA 442lbs 1430 Ibs 560Ibs 4 Anchors @ 1.15Min. O.CI F-aip (Fig. 9): 4801bs 7001bs WA WA WA WA 3801bs WA WA WA WA662 Ns N5lbs 112016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURES: M rie • • • • • • FIGURES: FIGURES: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. An V nun vArAw i 7 nuuvo i mrn i runnavuc (DP.) X ( ANCHOR CAP.,,,.,,") =ANCHOR CAP.. MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THANTHEMULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ---1 1.062- j-- 1'X4'X.375' 'T' -MULLION ---1 1.000" r'-- 1' X 4' X .375" MULLION F wph the Wald• 111111I11111/ ONy LrNN 4/'rENS ' No.58705 mil' - 7 REF S ','�-/j/ ''PLORIDr YAi 7/I Oj 411\\ A. LYNN MILE1R, P.E. FL P.E.# 58705 TABLE 10A Mutllon Capacity Table (ibsflta) Opening Width (forvedicaUy-spanrdng mtillons) orOpening Height (fbrhof zorlat"panWng milliorLs) 50 in 60 in 70 in SO in 90 in 100 in 120 in 140 in 160 in Rectangular TrepTdan9- Rectangular TrapRdang. Rectangular 7repTriang. Rectangular Trap7darg. Redanguhr Treplydang. Rectangular TrapTnang. Rectangular Trapfrrian9. Rectangular LapTdang. Rectangular Trap7derg. 126%326 Loading Loading Loading Loading Loading Leading Loading Loading Leading Loading Loading Latd'N Loading Loading Loading loodng Loading Loading X .824 Alum. TubeTots .i^ Mutllona S� o a a a a� o s� d v a o a� A� 4�. a va a oa O rEo a@ `ee�''` to`y at,(� iG 6 c O i.'G din-' 4• 4O-• fo 4R• �. 4K EG 40'. 2c QK fc QK c 4K fG QR F'� 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 52t 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 621 48 in 170.0 708 170.0 624 176.0 850 f10.0 584 170.0 992 170.0 630 170.0 ID3 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 169.7 1979 170.0 680 148.5 1979 170.0 680 50.626 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 PLO 1494 170.0 766 170.0 1793 170.0 756 1526 fair 170.0 766 133.6 1077 170.0 76fi 797 170.0 612 170.0 956 - 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0� 856 ib6.d 1759 170.0 861 134.1 1769 170.0 861 117.3 1759 170.0 861 686 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.6 996 145A Ull 770.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1611 170.0 1063 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.E 1370 110.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1032 107.4 1370 155.9 f072 89.6 1370 155.3 1070 78.3 1370 155.3 1070 F [14Z7 974 170.0 789 110.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1240 168.8 1013 121.1 1248 147.1 1000 108.9 1248 139A 989 90.8 1248 130.4 976 71.8 1248 129.0 975 68.1 1248 129.0 976 m J 1049 170.0 878 139.9 ID49 150.2 892 119.9 1079 132.1 875 107.9 1049 119.1 860 932 1059 109.7 648 83.9 1039 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 820 52.4 1049 91.1 620 0 911 149.1 822 118.9 9I1 126.8 805 1019941 111.2 791 89.2 941 100.0 777 79.3 Sit 91.7 76fi 71.4 941 855 757 695 941 77.6 T44 51.0 941 74.0 737 44.6 9f1 73.3 736 894 137.6 793 110.0 894 116.9 767 94.3 102A 763 82.6 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 894 67.0 lot 41.3 894 66.1 698 g 90 in 85.9 671 88.7 546 71.6 671 74.9 685 61.4 65.3 575 53.7 671 58.2 566 47.7 671 b2.9 658 43.0 671 48.8 651 35.8 671 43.1 539 30.7 6T1 39.7 531 26.9 671 37.9 526 96in 70.0 590 72.0 627 69.0 590 61.4 518 60.6 53A 609 44.3 690 47.5 502 39.3 690 43.0 494 35.4 590 39.6 488 29.6 690 34.7 477 25.3 590 31.6 469 22.1 590 29.8 464 10a in 49.7 466 60.8 421 41A 466 42.8 414 35.5 t4l 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27A 391 20.7 466 23.6 382 17.8 466 212 376 15.6 466 19.6 370 Ill In 45.8 441 46.7 400 38.2 441 39.3 393 32.7 34.1 367 28.6 441 30.2 382 25A 441 27.2 3T6 22.9 441 24.9 372 19.1 441 21.6 363 16A 441 19.3 356 14.3 441 17.8 351 12Oin 36.3 378 36.9 344 302 370 31.0 339 26.9 26.8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19-S 321 16A 378 16.7 314 144 in 210 262 212 242 17.5 262 17.8 239 15.0 153 236 TART F 1 nR AnchorCapacity Table (Ibs) Sub0lrale. 2.7X Concrete SSX Conc. Hollow Chill Fl1wevU PTWacd MAal AnehorClip Patterns Mclro[Type 3'16'EICO Uaracm 1/d'EkOUlbaron &16'Elco UOracon 3/16'Elco UOrxm 1!4'FJcoUXracon 114"SSEtco Aggn:Gator &10'Elco UOraton U4'SSElco AWreGator #10Sled ScreW(C6)Scre;t(G5) #123100 #12 Steel SCMW(G5) Edge Cistance(In)' 1" 241V 1" 2-112' - 341W 1' 2-1/2, 1' 2412' 21 Van 2' OAV 0.54' 0.324' EmUednEnl nY I -SW 14W 1414" 1314' 2" LAW 1-114' 1-1/4' 1-114' 1.114' 1414' T 1-318" 14/8• varies 2AMMIS Q4.7SMIn O.C. f Standard or OW CUP.09. lY 3001bs 3901bs 450 Ms hoO Ile 16441DS 2701139 2801Ds M4 bs 7401W 374 the 6611bs 046 R6 S411bs 442 R6 6wilas 4Archcrs(a11.76' lAft O.C./ Standard ((or otSel) CUp(Flg. 21 480 RA 7001bs NIA- IBA IIIA IIIA 380 lb6 IIIA WA N/A WA IUA 682lbs ess lbs 1120 Its - 4AtXhas@3'MIn.0.0./(2)2C5AngleCUps/09.3) 780 Ibs 7831bs 6831bs 1563lus 18961bs 6401Ds 66010s IIIA 760lbs 748 ths $80Iho Im tbs 6821bs 8WIts 11201bS 3Amhols@0.54' 14In.O.C./ UCUp, I1110.100' Aium.(Flg. 4) 111A WA WA IUA it/A IIIA IBA N/A IBA IIIA IBA IUA NIA IUA Mo as 1 Arctprf FCfip (Fig. 6): 105 Ibs 106 fho 2251bs d451bs 822 Rs 1351Ds 14010a 1771bs 3701Da 797105 33216s 473 nos 17010s 22I ILs 280Iho 2 Anchors Q 1.16' Min O.CJ FCfip Mg-.6) 24016s 35010s IUA IBA NIA NIA 1001b: N/A WA H/A IBA IUA 34110s 442lbs 1 %01M FIGURE 1: FIGURE 2: FIGURE 3: ANGLE • • • • CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • e e • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X ( ANCHOR CAP.,,,,,.,,,\ _ANCHOR CAP.,,, `MULLION CAP.,,,„,,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. -FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 1.25' X 3.25' X.624' MULLION 0 The Florida `\\\\VpN.. LYNN � �• �1GENSF •'•. F.fa i A No. 58705Ir •••. �' l �.� S ' '•, STATE OF <(/ ZORkO ,'sS/ONAI. A. LYNW1!('1)'LtL1R, P.E. FL P.E.# 58705 •= z D a CO m m m M • Z W D • m • • X -m N • r_ • y m • • • •� x m c m 71 W m co • • m M Z • • 0 2 • • • • 17 • • vc D • • p T • • Z 919 „. g • • • C m v • • • • A • • • m A T ♦ • • • C • m • • • m CO D • • m CO 0 -i • • . � m M yyN AD o Z DmcY�az cmV 7a�m • •0 Zm y • • A o m 0 =m2m0� _�� rxil>3O(Z]m y W C Z Om m >r• � O) N rZ ZN Z N�-N10-mip "00 A •G)= O M 0)m m mZ z Nlmil m <;�aWm WfD PZ m m� V) O N NS OfA 1.00 ;U N om'a;MO 0 6W3 0 m0 -IS0z CZ Amp m mc»v_z0 mor toz 3M0m^m Nr-Z 0 N'1 m -M izii m OD�CCO OOr- M 00 nD�zNa NZN ;005 -� tzar- G) m Zrzn r--aNFO 0m0 z m0 O r a L7 0 0 m m* K Z co QOZO0Om "'IrZ rC w2��Z �Mm rr- yZ Domrn�3 D0z m -�0 0Nwy�3o po° -0i Dm -1z3D(� X�O N 0� Opz z� zmA33� .D��a o 3m OD°'NOv mom O y0) r-IStem xm' xz QN rOA ONO 'MO0 0O 0 r^ O>A Z �rI Z N rwrnp•D-I ��Xj z rmi7 17 W COO .D.r T) i7 C� N G CA m ZLc')�N Z1� O m N OV Dr2 m'A3 � O mom• m� „0�Z N A yD0r. 00 D0C O In fn O m r N Z Z O D C 'MI, 0 D m V r r�m'00 o- N m 0ovrv-avm ;_ 0 m aicDm� oiy a O590Qzrn2 X A i0 NDZ r0- 3 A -iZ�L� �rA �� U)W CZC0 xO0 `L D1 0?D =i it*;7Jm 3 D j to bm MCT,0 zo r- z DZx�pmaNi003 E 2 c9ni Z N3m0 Ox m 0 n0=�3zCCC 0 0- am0�"0i zm z dog <- imm�n z o rTmrm_- N Dp{rm-mNm 'co 0 to �NOm N ��mOD000p vC Or: o o m-ImDm�C_0po $ m 0cc, 9mM55;u 3 T rZ T Z—�MMZ m N I A O Kc 'n D Z 3X N 00� -i Zm Z -n g0z?m-Imoy 0 O rX o -IDGO 0O)m x ZZ X 3 z°y 1 mTOm c=Ox 0 5 tX0, >, v S� o z S o � \tt 111111 f!/ n =M 0 n e,e O y •. y )r � � s �n��` m Z' p �t o ' : = nna IMPACT -RESISTANT ALUMINUM TUBE MULLIONS m Z : o={L,.,' '�''ti w _ •e Dasoevlroe: W m% o m o n r 2 X 6 X .25 MULL SPECS o "' f ,� ` ° g• Series: tK e;RCheckd brewing No. sneeh . t^q •._ Q N/AN/6300JR 17o7 2E 1070 7ECNNOLCOY DRAT 2 -6 IJROSOWSKI :eBy. Date; Rev. N. VENIM FL 34275 m iC•'\BP.O. BOX 7529 8/2Revlsbn: NOXOM/S FL S4274 O SOWS0/10/14 NEW MULLS TOSHEETSET FLcERT.CFAUTH.Y.79296 y m N jyJ DQ¢�• V Ci O N X 5' s C)Q yqy r paC�:i R 0 0�' a a a� R � - o 0 0 m a e'3 3 .a n[)t' 3 4 mY $ N �n g gig ' m e $a � �n � m m �g�ZvVN_p$ m D D V � 5 r� � V •' r N � p W e x m m m m R m o m m Ni $ S" V r Lra N'� P_ o m c O c 28 _ ��DD� �� $g$Srr3 3 n w J Y w ± M �$ &'&a• mm R o m A�^ m y+m 'm T m �r c � mm 'c e N� w mA p p p p C Vml �. Mull Length � N c 3 � C N a a o g � q N V V Y V V V Y O V O V O V O Y O Y O V o V O V O Mullion Capacity •.qP N O O O •O O O O C O •O O Q�,fp•H \' ��`•�^�� C n + O O O O O O O O O O m m Anchor Capacity � °2 K =� �•' $� � a i'I. Required Ps) -' o N � � � :� :r Mullion Capacity ¢ O! W O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O �y/M) Y•^• o m as 0 o Y Y J 0,1 W A Anchor Capacity S. .? W pp WW AA Roquirad Qbs) Q 0 � •' 0 -' 0 � � r 0 � � Mullen Capacity m c o 0 0 0 0 0 0 0 0 0 0 0 o QDSfft� $ m Anchor CePadry m' s Requlretl Qbs) � $ Municn Capacity + o c o c c o o 0 a o o b o o 0 o e c o ��) QQ QQ W J W W N# Anchor Capacity 0.� o' � Required Qbs) m O O O O O o O O J O V O J O V O V O Mullion capacity •A O QbSf.-/ •'�' ro ry, m� ReMgUired QbS) J O m U J V r V V V V V Mullion Capacity O in m o 0 0 Q�f� m � Anchor Capacity 8 A s Required Qbs) S J r r �0oQ�f�)3cAnchorCapadry Mullion Capacity a e' fat...; l�0 a N w Required Qbs) � $ Mullion Capacity l o 0 0 0 0 o e o 0 0 o c b o Qbslft2 ) + o r w � o m > w w $ m Anchor Capacity m o m o �'' � am W r Required Qbs) m O O Mullion Capacity .m y y O O O O O O O O O O pM '33 O Np� Anchor Capadry S� g� °2 � -r a N N� 'd W A ta�Jy A W P W Required Qbs) i� O 0^ Q_ N 0 �l �1 �I o J e :, o e o � 0 Mullion Capacity ' O a o m �' W Y o 0 0 0 0 0 O G O O C P. I1 pM \'�'•-•I m� W m IJ W O C G C G O O Anchor Capacity 0. a � � � m Required Qbs) m Mullion Capacity m R Q�f� $ m b+ N Anchor Capacity m pa A V O Requfred n3 IN N N W N W m # Mullion Capacityga2. R r p ie o 0 o e b o 0 0 0 0 0 0 o 0 e 0 o 0 QDsf>�1 r m 8Y $ Anchor Capacity m m �" H m�' � +m � � +o ♦3 L" $ � Required Qbs) 2 N W� � y :r MUIGon Capacity A N o W w o 0 o e ,om o 0 0 o e o P. Qbsl� u� � +— ar m o o b b o b o b o o � f3 9 r$ 'md' W '� f3 'm � =pr A Anchor Ca ad P H b q qY N RBgalrad Qb3) � N# V V V V V V V J V V V J Mullion Capacity � o e W m A o .P 0 O 0 •O 0 O 0 O 0 O 0 O 0 O 0 G 0 O 0 O 0 O 0 O /1 pM \'�flYtj rr m Anchor Capacity � Required Qbs) � v m 'u � :� gig :i N v � � rY Mullion Capaci TABLE 14A Mullion Capacity Table IbsW Opening Width (forwrtically-spanning millions) or Opening Height (for horizontally-sperning mullions) 501n 601n 70 in 801n 901n lo01n 1201n 1401n 1601n Rectangular T2prrdarg. Reotangular TraplTd2rg. Rectangular TraprTdang. Rectangular Tr4p'rdang. Rectangular Traprudang. Rectangular Traprrdarg. Rectangular Tr3p'Td8M. Rectangular 7raprrriarg. Rectangular Tmprrdeng. 1.26" x 2.11" Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadlre Loading x.126" Alum ,. 2d `° Tube Mull g o$ $ $B IL 8 $ a$ n $$ 9 R$ $. 8$ n� d �$ 8 $ $ 2. �$ a$ 2.ry 8$ G5 p G L L L ts G 2 L S _ `�.i'$}(yam' L Lg.� s er ` CFi Is 3355 ry G$ rc R' LL• i. G 6 `L G Q 1 C G Q 1 C G 4 G G 42In 8 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.8 411 80.1 626 134.1 411[24.7 526 N34.1 411 60.] 526 134.7 411 51.5 526 134.1 411 45.1 526 134.1 411 - 481n 3 80.6 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 $17 53.7 403 79.1 316 403 76.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625 in W31874.1 01 686 362 79.3 294 5&8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 362 63.6 283 34.3 302 63.5 283 29-4 362 63.6 283 25. 362 63.5 283 54 in 67[2.3 318 64.2 261 48.5 318 57.7 256 424 318 5&5 253 37.7 316 50.8 250 316 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 t 601n 49.5 258 53.1 219 258 45.7 214 3&3 258 40.7 210 30.9 2W 37.2 207 27.5 258 34.9 204 250 :33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 256 322 201 J631n 427 234 45.6 200 234 39.1 195 30.6 234 34.7 192 26.7 234 31.6 169 237 234 29.4 166 234 28.0 184 17.8 234 26.6 183 153 234 26.5 183 13.4 234 26.5 183 rL 661n 37.2 213 39.4 183 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 206 213 25.1 170 213 23.7 169 15.5 213 22.2 167 13.3 2V 220 166 11.6 213 22.0 166 72 in 28.6 179 30.1 155 1_19 25.6 152 20.4 179 22.5 149 1Z9 179 20.3 147 15.9 179 18.7 145 761n 24.3 161 25.4 140 i61 2L6 137 17.4 181 19.0 135 15.2 161 ]7.0 ]33781n 225 162 23.5 133 . 15Z _19.9_ 13L _16 t _ 152_ _]7.5_ _128_ - TARI F 14R Anchor Capacity Table pbs) Stbshate 2.7k Cmrrele 13.6K =.I HOhaw CMU F9Ied CIdU I'Mood 61001 AnchorClip PatternsArchar Typo' &16"Eko Unrdcon 1/4'Eleo Uttracm 9/16"Eko unmon 3116'EkoUtt2c0n 1/4"EkoUlhaccn 1/4'SS Eko AggmGala 5/16'Eko Ulirdccn U4•SSEko AggreGator #10SIed Scam(G5) #12SIMI Scres(G5) #12 Steel Se18W(GS) Edge Distarce MT 1. 2-12' 1" 2-112' 3-UB" P 2-V2' 1• 2-12' 2' 9-1/6' 2' 0.48' 0.51' 0.324' Embedmclt 9nT 1314• 13/4' 1314' 13/4' 2' 1.1/4' 1 1-1/4' 1 1-1/4' 1 1-114' 1-1/4' 1N4• 2" 1-3/8' 13'6 vales 4 Ar4" 0 3' MIn.0.0. / (2) 2t5Atgle Cops / (Fig 1) 780lbs 7801M �OIM 1590IOs 1098IM 54010s 56010s tUA 76o IDS 7481bs 8801bs 18921M X210s 6851D5 1 14M IM ANCHOR (DPIJ X �......._.. Ii-lLlinl,- ]I =ANCHOR CAP.. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L .125' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1.26' X 2.11' X.125' MULLION LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. `T1\111111/// - No.58705I. 64- �3 ATE O)F , ""ANAL ��.. . 'IIII1111\` A. LYNN MILLER, P.E. FL P.E.# 58705 n m. A a rn v�® 'y r a � m Ooo • p .�Nr 'y •rif A gm 3 Q y� � o 3 � 3 � m y � N N •' a m F 0 8 s O � c m O P p a Pn gr e 3 e u o 8r3� . e 2 a m v o e N C w O S S + m2 F Q ' 2 c o '• y r N ,o S A y AAga• dcm u mm r� C� � O O + � � m �� Q a w o m a = e �a t6'f Y _Q w �^ g' �' � y A -91 w m a: ry O} A + � 1"d N N � fJ N W Mu0 Length � n o o, D A fNJ { (,mj m A O+ 3 S 5 3 S S S S 5 5 5 3 3 m S 5 r r o a Mumon Capacity •.p o ,'o o e o o e o 0 o r g V o m b ,•N• ��) m m m m Y Y J m Anchor Capacity ro 8 s $' � � 8 $ Required Ohs) �' m e fJ A �r J O+r1 � poi o 0 0 0 0 0 o I1M,.u�01oo capacity -m 10 N Cf i U b o e O o Q� A o mr �i N VaV Anchor Capacity W b t)i W fAJ � ROQlllfed QES) � r N � r Mumen Capacity w o m a$ �'�w a ,•ya � o a a e e a Q�� $ W W a s rscc Y Y � ssee s� s� Y Anchor Capacity m s• � o = `m° ;, Requi d Qbs) m - $ �+ � � � ,r� � e o o e o e Mullion cepaciry rd "O O m 41 m+ A o •m O o O O O C ��) YY L Q� = 8 X m ARequired Qba)� m o 0 o Mullion Capacity r� rN. Y m N r b V U C> i 'tn + m m m iV 0 0 C G O Qb3l�) Gm �� A V V m 0 •� rj ' m Anchor Capacity m C Required Qbs) m c Mullion Capacity �1 Q � � Qbsrtt2) s� m o 0 o y � Q O m FJ Sf 8 AnchorCaDeclry o Required Qbs) � � •� Mullion Capacity ^ S tp A r� O C .. .a N •m O � !� + C G o D Qbsltt2) $ �. � q� o Anchor cepaciry m 6 Required Qbs) m $ Mullion Capacity r a 3 r r Qm m o N W W a A a� m J m m m m Y m Anchot Capedry u m$ � N a ... m RegWrod Qbs) o n r N N W �$ Vm ± r N g1 J J � I1MulliponTCa�acity '.$I •3 a 0 i N O O C ♦'�!""I rp O $$ $ g r N tJ N AnchorCapacity Required Ohs) � m � >T r e MulOon capacity a m o c o o Qbsltt2) �� 7 Anchor Capacity m' g m Required Qbs)O 0 /MuliponMCapaci r� �• ' N \'I]Sl.rr w A J Y + yy -� r Anchor Capacity ro c o � N 7+ $ $ all Require/d.Q�bs) � 8 s N� fwi a N � & r V V J J MUIiIOn wyaGlry e o aI 0 -m IJ !O V Nl'��""/ w a a m m y m m e m Y m m AlIChOf Capacity �� N Nm ,� f� t4i Regnifcd Qb3) b �. Mullion Capacity r• �_ 3 O A O O ie b V N m a W m N C QESlfl� e N u {{.. �, 'a Anchor Capacity � °P m $ m :+ Si � $ Required Ps) Y V m m C G G C Mullion cepaciry r a J N i p N a G r O O •O O POP e Q� Anchor Capacity o' � U r O Required Qbs) S � $Mullion Capacity r � a y y + -� Anchor Capacity m �_ $ $ Required Qbs) m �• + l O 0 0 o Mullion Capacity Gr m S N IJ C •O O O y m Y m Anchor cepaciry g m rm Required QDa) m � k' ,.wi /Mubion Capacity z m m N r Qbsl-tIZ) 5 R $ $ RequiredPs) (O m �y $ A p o N .;, /1Mullion capacity r O m U P a N N+ O C G O Qbslfl2) am w yynn m m !RJR Y m Anchor cepaciry m, _ '$ r�O 7fi $ o Requited Ps) b W r m aD Z 0Elm 0Elm COCm ��caElm mm" rWN V C rl ;: m • M • El W • m C m Z D VA m�cy-rZ(0 �°r3 mm �y mmm Z � �" xy z y—ircm� pma rp'-mi v, r Sm 20.N ctp0 A A._. p�pC;MU C�C O pA DoZ nz°z Omr S z_ �e OH V ZO OOr .� 06 Na 0Z-1;0 mzZ ° Z� amm*km mo=� m A� 0 ba-iCm m_ m y0 2�32NZ �•ny r•i `m z yZz-Zarr pox m my Z:OC XT° Z O 3 0 oOoomnz �> �N S m°A m zZ pOwD3'•I 000 G) m= �mZK>00> pap m p-mi aO ZD— m b ymaCKg DiyD o ,tom .009 m 50 r- m mrr--=�m-vzi'�T Z m—r n p °D o m m O n ,y 2 Z m �nZmrn°p—a_i z z m to 0Dmz =rfn�oi 2 Z3 P4 O �tDvgm° mm N A m w'im�0 2N m T inmmag oz g o C-CO °m G zm o =r CaA Sm Z Am 320 m= O mm Z m°�Om 'N g O $NON Z O m w G) o-D 9w a ZODCDTODW O Z _ _ S ob O°�O°ZPy2 X A Z"� SZ{CZ��"D{m �� O �Ib`z rM, 7J 0 C Z -0 DZ=rpm C-O M O a w OO=F3?CCC 5 O zgtT =N�cll q�� OO Z o>D a m=mDmpO°m�v ro m lTn S N zm MmD M o� / m030{M'0 it 2, \� p03T �zm Z '� 3Cy y=Op = O ZZ D S DO mX00 O 3 mTOMCM00 ° 5 <;O 04 rr-m z oz Z t,lti �r,�� ga0 .``'- c Fri � ss o bz rn j > , o ' z = � d rnIelMPACT-RESISTANT ALUMINUM TUBE MULLIONS m - v u P �c' .a Descdptlon: , � n,"•: = � _ � 30 DEGREE BAY MULL SPECS o �✓ V'F ; : ^S� $ Benos: state: Orawhre No. sheet: \� N/A N/A 6300JR 19or 25 1070 MCKNOLOGY ORIYf m ./✓` • . �\Drawn Br. Date: Checked By: Date: Rev. N. WW= FL 34275 J MID 08/29/11 B P.O. BOX 1529 Fly!! 1 ! { 11111t� Rev. BY: Dalo: Revision: NOKOM/5. FL 34274 J ROSOWSKI 10/10/14 NEW MULLS TO SHEET5ET FL CERT. OFAUTH.#29296 rin e trz y Mu0 Length � n o o, D A fNJ { (,mj m A O+ 3 S 5 3 S S S S 5 5 5 3 3 m S 5 r r o a Mumon Capacity •.p o ,'o o e o o e o 0 o r g V o m b ,•N• ��) m m m m Y Y J m Anchor Capacity ro 8 s $' � � 8 $ Required Ohs) �' m e fJ A �r J O+r1 � poi o 0 0 0 0 0 o I1M,.u�01oo capacity -m 10 N Cf i U b o e O o Q� A o mr �i N VaV Anchor Capacity W b t)i W fAJ � ROQlllfed QES) � r N � r Mumen Capacity w o m a$ �'�w a ,•ya � o a a e e a Q�� $ W W a s rscc Y Y � ssee s� s� Y Anchor Capacity m s• � o = `m° ;, Requi d Qbs) m - $ �+ � � � ,r� � e o o e o e Mullion cepaciry rd "O O m 41 m+ A o •m O o O O O C ��) YY L Q� = 8 X m ARequired Qba)� m o 0 o Mullion Capacity r� rN. Y m N r b V U C> i 'tn + m m m iV 0 0 C G O Qb3l�) Gm �� A V V m 0 •� rj ' m Anchor Capacity m C Required Qbs) m c Mullion Capacity �1 Q � � Qbsrtt2) s� m o 0 o y � Q O m FJ Sf 8 AnchorCaDeclry o Required Qbs) � � •� Mullion Capacity ^ S tp A r� O C .. .a N •m O � !� + C G o D Qbsltt2) $ �. � q� o Anchor cepaciry m 6 Required Qbs) m $ Mullion Capacity r a 3 r r Qm m o N W W a A a� m J m m m m Y m Anchot Capedry u m$ � N a ... m RegWrod Qbs) o n r N N W �$ Vm ± r N g1 J J � I1MulliponTCa�acity '.$I •3 a 0 i N O O C ♦'�!""I rp O $$ $ g r N tJ N AnchorCapacity Required Ohs) � m � >T r e MulOon capacity a m o c o o Qbsltt2) �� 7 Anchor Capacity m' g m Required Qbs)O 0 /MuliponMCapaci r� �• ' N \'I]Sl.rr w A J Y + yy -� r Anchor Capacity ro c o � N 7+ $ $ all Require/d.Q�bs) � 8 s N� fwi a N � & r V V J J MUIiIOn wyaGlry e o aI 0 -m IJ !O V Nl'��""/ w a a m m y m m e m Y m m AlIChOf Capacity �� N Nm ,� f� t4i Regnifcd Qb3) b �. Mullion Capacity r• �_ 3 O A O O ie b V N m a W m N C QESlfl� e N u {{.. �, 'a Anchor Capacity � °P m $ m :+ Si � $ Required Ps) Y V m m C G G C Mullion cepaciry r a J N i p N a G r O O •O O POP e Q� Anchor Capacity o' � U r O Required Qbs) S � $Mullion Capacity r � a y y + -� Anchor Capacity m �_ $ $ Required Qbs) m �• + l O 0 0 o Mullion Capacity Gr m S N IJ C •O O O y m Y m Anchor cepaciry g m rm Required QDa) m � k' ,.wi /Mubion Capacity z m m N r Qbsl-tIZ) 5 R $ $ RequiredPs) (O m �y $ A p o N .;, /1Mullion capacity r O m U P a N N+ O C G O Qbslfl2) am w yynn m m !RJR Y m Anchor cepaciry m, _ '$ r�O 7fi $ o Requited Ps) b W r m aD Z 0Elm 0Elm COCm ��caElm mm" rWN V C rl ;: m • M • El W • m C m Z D VA m�cy-rZ(0 �°r3 mm �y mmm Z � �" xy z y—ircm� pma rp'-mi v, r Sm 20.N ctp0 A A._. p�pC;MU C�C O pA DoZ nz°z Omr S z_ �e OH V ZO OOr .� 06 Na 0Z-1;0 mzZ ° Z� amm*km mo=� m A� 0 ba-iCm m_ m y0 2�32NZ �•ny r•i `m z yZz-Zarr pox m my Z:OC XT° Z O 3 0 oOoomnz �> �N S m°A m zZ pOwD3'•I 000 G) m= �mZK>00> pap m p-mi aO ZD— m b ymaCKg DiyD o ,tom .009 m 50 r- m mrr--=�m-vzi'�T Z m—r n p °D o m m O n ,y 2 Z m �nZmrn°p—a_i z z m to 0Dmz =rfn�oi 2 Z3 P4 O �tDvgm° mm N A m w'im�0 2N m T inmmag oz g o C-CO °m G zm o =r CaA Sm Z Am 320 m= O mm Z m°�Om 'N g O $NON Z O m w G) o-D 9w a ZODCDTODW O Z _ _ S ob O°�O°ZPy2 X A Z"� SZ{CZ��"D{m �� O �Ib`z rM, 7J 0 C Z -0 DZ=rpm C-O M O a w OO=F3?CCC 5 O zgtT =N�cll q�� OO Z o>D a m=mDmpO°m�v ro m lTn S N zm MmD M o� / m030{M'0 it 2, \� p03T �zm Z '� 3Cy y=Op = O ZZ D S DO mX00 O 3 mTOMCM00 ° 5 <;O 04 rr-m z oz Z t,lti �r,�� ga0 .``'- c Fri � ss o bz rn j > , o ' z = � d rnIelMPACT-RESISTANT ALUMINUM TUBE MULLIONS m - v u P �c' .a Descdptlon: , � n,"•: = � _ � 30 DEGREE BAY MULL SPECS o �✓ V'F ; : ^S� $ Benos: state: Orawhre No. sheet: \� N/A N/A 6300JR 19or 25 1070 MCKNOLOGY ORIYf m ./✓` • . �\Drawn Br. Date: Checked By: Date: Rev. N. WW= FL 34275 J MID 08/29/11 B P.O. BOX 1529 Fly!! 1 ! { 11111t� Rev. BY: Dalo: Revision: NOKOM/5. FL 34274 J ROSOWSKI 10/10/14 NEW MULLS TO SHEET5ET FL CERT. OFAUTH.#29296 rin e trz y W r m aD Z 0Elm 0Elm COCm ��caElm mm" rWN V C rl ;: m • M • El W • m C m Z D VA m�cy-rZ(0 �°r3 mm �y mmm Z � �" xy z y—ircm� pma rp'-mi v, r Sm 20.N ctp0 A A._. p�pC;MU C�C O pA DoZ nz°z Omr S z_ �e OH V ZO OOr .� 06 Na 0Z-1;0 mzZ ° Z� amm*km mo=� m A� 0 ba-iCm m_ m y0 2�32NZ �•ny r•i `m z yZz-Zarr pox m my Z:OC XT° Z O 3 0 oOoomnz �> �N S m°A m zZ pOwD3'•I 000 G) m= �mZK>00> pap m p-mi aO ZD— m b ymaCKg DiyD o ,tom .009 m 50 r- m mrr--=�m-vzi'�T Z m—r n p °D o m m O n ,y 2 Z m �nZmrn°p—a_i z z m to 0Dmz =rfn�oi 2 Z3 P4 O �tDvgm° mm N A m w'im�0 2N m T inmmag oz g o C-CO °m G zm o =r CaA Sm Z Am 320 m= O mm Z m°�Om 'N g O $NON Z O m w G) o-D 9w a ZODCDTODW O Z _ _ S ob O°�O°ZPy2 X A Z"� SZ{CZ��"D{m �� O �Ib`z rM, 7J 0 C Z -0 DZ=rpm C-O M O a w OO=F3?CCC 5 O zgtT =N�cll q�� OO Z o>D a m=mDmpO°m�v ro m lTn S N zm MmD M o� / m030{M'0 it 2, \� p03T �zm Z '� 3Cy y=Op = O ZZ D S DO mX00 O 3 mTOMCM00 ° 5 <;O 04 rr-m z oz Z t,lti �r,�� ga0 .``'- c Fri � ss o bz rn j > , o ' z = � d rnIelMPACT-RESISTANT ALUMINUM TUBE MULLIONS m - v u P �c' .a Descdptlon: , � n,"•: = � _ � 30 DEGREE BAY MULL SPECS o �✓ V'F ; : ^S� $ Benos: state: Orawhre No. sheet: \� N/A N/A 6300JR 19or 25 1070 MCKNOLOGY ORIYf m ./✓` • . �\Drawn Br. Date: Checked By: Date: Rev. N. WW= FL 34275 J MID 08/29/11 B P.O. BOX 1529 Fly!! 1 ! { 11111t� Rev. BY: Dalo: Revision: NOKOM/5. FL 34274 J ROSOWSKI 10/10/14 NEW MULLS TO SHEET5ET FL CERT. OFAUTH.#29296 rin e trz y D ai o+•A � m a CAN O O S y ' W L7 r N U m 3 i 2 000 3 inn � � � � gm o m76 PR9 NPF � p Op Q A + N m C c_ F 0 c O + N 00 W O g SL r m u � C� W 3 � iro m �m FO • •� O•T � m m � r � a 9n w A+ m c o •a � a O � � r D m 0 4Y c or yrra � %� oar3 s3 c C C N aN Pp'] ••m W R o N �T C 1•' ag T a S• � C N' 8N �'<e � F m C R'��• �p y N s O 1 N m O O �. N i• (Y W N N N N@ MuIlLeng4h > o oe q A O+$ 0 O d W N Q/ W O A�� N C •� d i S S S S J S S S J S S 7 N S r r P D 0 0 0 0 0 0 0 Mullion Capacity r� N m+ i0 N V ,.. ,A 'y O O G O O O O Q�!•"V S� Anchor Capacity m 2_ Rewtredpbs) S• � a � Y � •' r Mullion Capacity -I N ? N � m o 0 o e o 0 o IIy,.. �.�.y� r A N C 0 A N Ol m O O O C O O O \'••N �•'�l y + m w Nb �„ �,, o� � Anchor C/a�Pwaeity � (J N w A A N N r N W ROfplhad \'..5) � � � e $ � • � .� •' y y � � Mullion Capacity a O O O W 'W mf0 m m 41 J O 'O O O 'OO G Mchof Capacty m o � is Required (@s) � g A Y r J V V y y Mullion capacitAnchor Anchor y N N A 0 0 0 0 0 0 o Ilbs/q� o N W w W A �• J y m W V OI m ill A Anchor Capacity a u � $ Rewired Qbs) as Mullion Capacity � \'bat'•"/ Required Pina)ItY m m�$ e a Mullion Cepfltdy e~ � a '+ to :• o 0 0 o a o Q � y � Q s � Anchor Capacity � � � r W w r (ry r N N O m a O Rawlmd Qbs) r r Mullion Capacity M' a m o Qbslft2) o� S 5� a A p 2 •' r gt Anchor Capacity Required Qbs) $ } � Mullion Capaci m r V m+ N IJ •A V A o O O o O Q�•�) �' w w a A Y J m m m m m Y m� Anchor Capacity m� � w n m •Air m o w e�,t O1 m Required Qbs) � �• C) y W r m m w m pwi m o m m 'u m m o o c c MulliNNonff��Capacity r A to 0 m O Of 4r Or A V V C G O O Q�'LLI yOj � O �„ �, Anchor CaPaciry 1 ovr m = 6$ �$� U a m Rewired Qbs) � m� v o m o MulliponTCapacity r m m Q, Ur 1V CI A m O N m jn 'OI o G C o O Q�� Q J. O �N Anchor Capacity � m Requited Qbs) m �� m � $N� + m m O wl IN) 'O G o Q�!""/ aoy O AnchOf Capacity RewtredQbs) r o ��Mullion Capacity d _ � � o -• o A w m p w$ o e o o Qbslft� r W W W A N O1 J 0 O m m m J O a Anchor Capacity Rewired Qbs) 7j. y N '> ,� :, Mullion CaDaclty � 3 A O A N O 41 fJ •O O y W" :.I O QbSIKL) ro Anchor capacity o N m O O V W N N r O+ Ragalfed Qbe) mi N 0 /Mullion Capacity r y =O Yy �i N YE 0 � AIIChaf Capacity ro � S W m r m� y o W w in• v •- `� c Rewired Qbs) Or V > m Or !O J Mullion capacilx ty G �1 'W :fJ N P + V IJ P m q 'Nr jy O Qbslft2) G v Anchor Capacity m m N m � m� 'p O V m N N Y•uV .Wi• Required Qhs) •' •- l O �, Mullion Capacity y� pM $r� a �. '°' '� v i Y m m m O• J N Anchor Capacity m Required Qbs) N m )o•' rai � � � � � ,,+o � o MullionCapacityr A O W m V m N m a y jy Qbsltt2) O Q� Anchor Capacity m 2 mA i6 S = $ 0 8ai $ inn it u =r Rawirod Qbs) R g � o � m U o Mullion Capacity �O V r V r O C 'O O Qbs1fl2) y E� N Anchor m' � m m w •m � � 8 0 = Required Qbs) °� ci f) G) m • • rn • W J • m T • • A N • • w • • 3 C • • m to 0 Z D N =r=m00� mpg CO` y m�0on� Ayc z Nm m �n'>-wi�m-a NOO m= O mo;mym w Z - -t D2rOm Omz m OM N N w 20-A' 7zCmon 0) ° To oy0ZT0 Crc O Op cZ 0mr 7.1_ 0-I��O G)0r '-I G)Z N fDi� m^i m �ZZ Z ZNi A z` m*Km or12P m me O DD_yCrp m— m �o r+2y2 DTw r— �zzzDrr- 9r= m Nw 2 CIPO omo z >o 0m0�ORz �Orz K �c '[]�'� w 0 �mPm 2'ZZ Z Z6) pOwD9� 000 G) m2 �3wc-l0 trit0-i -'i -'im - -DCDz�Dn 620 N Oj mlr0c'CO DZcy) z ,c0i�mr w,2�K3N oo� m m mrn-...t=P.D ZZitt z m t}t=rp0 NrT 0 0 0 D �Z... cc UD mA Z m mm--m �no�go= o '� fD > AFo = Z -I -OI Ar�r�it�y O— O m c m z W o w m N m m'a0 SN w T inymmm>�> *Z ram - A D wn Z Z N O cZcO Zm =r ;0 20) r0 Z c mm m 0 D7 fnn Z Dpm0�711 Nfm O N 0 r N D O o O w Z O m c) 0D zDomooDoc 0 Z O yCDV ODrd O OO�r'9m-ivm S SqnrnZYn= X O z< �DZD:E ;0'0Eay D F-�1 T�m�O C Z 9 '0 2 m r CO-t=Fr.zcpc o o K mo K::5 mmrD n CSi >,'p>r m 0,210-4 D D D m0WO-I�p 0 -0 m m c 3 rD0 � C �U Om� y ZmzmA m;F. ccmO m T'i CO Z02 n -i >m z 0 3A Nm°zzz 00 3 2 i0 2 m AMWo 5 00 Zz z ON c r�GJ r'•T w'�• p G''• m 0 �? z M—W: _ ntelMPACT-RESISTANT ALUMINUM TUBE MULLIONS Co . DascdP(bn: w �; i9CD 45 DEGREE BAY MULL SPECS m SOAes: Scala: Drawing No. :�G,� •_. ��\� N/A N/A 6300JR 20sf 25 7070 JECNNOLDCY DRVE A , • • • • • \� prey s gy; Date: Checked By. Date: Rew. N. VB FL 29 !" i FISF x��" J ROSOWSKI 08/29/11 B P.O..o. s, F rJ4s Date: Revision: NOKDM/S, h1 34274 Q J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FL CERT. OF AVrH.#29296 CO tOz y Mullion Capacity Capacity MuIlLeng4h > o oe q A O+$ 0 O d W N Q/ W O A�� N C •� d i S S S S J S S S J S S 7 N S r r P D 0 0 0 0 0 0 0 Mullion Capacity r� N m+ i0 N V ,.. ,A 'y O O G O O O O Q�!•"V S� Anchor Capacity m 2_ Rewtredpbs) S• � a � Y � •' r Mullion Capacity -I N ? N � m o 0 o e o 0 o IIy,.. �.�.y� r A N C 0 A N Ol m O O O C O O O \'••N �•'�l y + m w Nb �„ �,, o� � Anchor C/a�Pwaeity � (J N w A A N N r N W ROfplhad \'..5) � � � e $ � • � .� •' y y � � Mullion Capacity a O O O W 'W mf0 m m 41 J O 'O O O 'OO G Mchof Capacty m o � is Required (@s) � g A Y r J V V y y Mullion capacitAnchor Anchor y N N A 0 0 0 0 0 0 o Ilbs/q� o N W w W A �• J y m W V OI m ill A Anchor Capacity a u � $ Rewired Qbs) as Mullion Capacity � \'bat'•"/ Required Pina)ItY m m�$ e a Mullion Cepfltdy e~ � a '+ to :• o 0 0 o a o Q � y � Q s � Anchor Capacity � � � r W w r (ry r N N O m a O Rawlmd Qbs) r r Mullion Capacity M' a m o Qbslft2) o� S 5� a A p 2 •' r gt Anchor Capacity Required Qbs) $ } � Mullion Capaci m r V m+ N IJ •A V A o O O o O Q�•�) �' w w a A Y J m m m m m Y m� Anchor Capacity m� � w n m •Air m o w e�,t O1 m Required Qbs) � �• C) y W r m m w m pwi m o m m 'u m m o o c c MulliNNonff��Capacity r A to 0 m O Of 4r Or A V V C G O O Q�'LLI yOj � O �„ �, Anchor CaPaciry 1 ovr m = 6$ �$� U a m Rewired Qbs) � m� v o m o MulliponTCapacity r m m Q, Ur 1V CI A m O N m jn 'OI o G C o O Q�� Q J. O �N Anchor Capacity � m Requited Qbs) m �� m � $N� + m m O wl IN) 'O G o Q�!""/ aoy O AnchOf Capacity RewtredQbs) r o ��Mullion Capacity d _ � � o -• o A w m p w$ o e o o Qbslft� r W W W A N O1 J 0 O m m m J O a Anchor Capacity Rewired Qbs) 7j. y N '> ,� :, Mullion CaDaclty � 3 A O A N O 41 fJ •O O y W" :.I O QbSIKL) ro Anchor capacity o N m O O V W N N r O+ Ragalfed Qbe) mi N 0 /Mullion Capacity r y =O Yy �i N YE 0 � AIIChaf Capacity ro � S W m r m� y o W w in• v •- `� c Rewired Qbs) Or V > m Or !O J Mullion capacilx ty G �1 'W :fJ N P + V IJ P m q 'Nr jy O Qbslft2) G v Anchor Capacity m m N m � m� 'p O V m N N Y•uV .Wi• Required Qhs) •' •- l O �, Mullion Capacity y� pM $r� a �. '°' '� v i Y m m m O• J N Anchor Capacity m Required Qbs) N m )o•' rai � � � � � ,,+o � o MullionCapacityr A O W m V m N m a y jy Qbsltt2) O Q� Anchor Capacity m 2 mA i6 S = $ 0 8ai $ inn it u =r Rawirod Qbs) R g � o � m U o Mullion Capacity �O V r V r O C 'O O Qbs1fl2) y E� N Anchor m' � m m w •m � � 8 0 = Required Qbs) °� ci f) G) m • • rn • W J • m T • • A N • • w • • 3 C • • m to 0 Z D N =r=m00� mpg CO` y m�0on� Ayc z Nm m �n'>-wi�m-a NOO m= O mo;mym w Z - -t D2rOm Omz m OM N N w 20-A' 7zCmon 0) ° To oy0ZT0 Crc O Op cZ 0mr 7.1_ 0-I��O G)0r '-I G)Z N fDi� m^i m �ZZ Z ZNi A z` m*Km or12P m me O DD_yCrp m— m �o r+2y2 DTw r— �zzzDrr- 9r= m Nw 2 CIPO omo z >o 0m0�ORz �Orz K �c '[]�'� w 0 �mPm 2'ZZ Z Z6) pOwD9� 000 G) m2 �3wc-l0 trit0-i -'i -'im - -DCDz�Dn 620 N Oj mlr0c'CO DZcy) z ,c0i�mr w,2�K3N oo� m m mrn-...t=P.D ZZitt z m t}t=rp0 NrT 0 0 0 D �Z... cc UD mA Z m mm--m �no�go= o '� fD > AFo = Z -I -OI Ar�r�it�y O— O m c m z W o w m N m m'a0 SN w T inymmm>�> *Z ram - A D wn Z Z N O cZcO Zm =r ;0 20) r0 Z c mm m 0 D7 fnn Z Dpm0�711 Nfm O N 0 r N D O o O w Z O m c) 0D zDomooDoc 0 Z O yCDV ODrd O OO�r'9m-ivm S SqnrnZYn= X O z< �DZD:E ;0'0Eay D F-�1 T�m�O C Z 9 '0 2 m r CO-t=Fr.zcpc o o K mo K::5 mmrD n CSi >,'p>r m 0,210-4 D D D m0WO-I�p 0 -0 m m c 3 rD0 � C �U Om� y ZmzmA m;F. ccmO m T'i CO Z02 n -i >m z 0 3A Nm°zzz 00 3 2 i0 2 m AMWo 5 00 Zz z ON c r�GJ r'•T w'�• p G''• m 0 �? z M—W: _ ntelMPACT-RESISTANT ALUMINUM TUBE MULLIONS Co . DascdP(bn: w �; i9CD 45 DEGREE BAY MULL SPECS m SOAes: Scala: Drawing No. :�G,� •_. ��\� N/A N/A 6300JR 20sf 25 7070 JECNNOLDCY DRVE A , • • • • • \� prey s gy; Date: Checked By. Date: Rew. N. VB FL 29 !" i FISF x��" J ROSOWSKI 08/29/11 B P.O..o. s, F rJ4s Date: Revision: NOKDM/S, h1 34274 Q J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FL CERT. OF AVrH.#29296 CO tOz y Mullion Capacity Capacity ci f) G) m • • rn • W J • m T • • A N • • w • • 3 C • • m to 0 Z D N =r=m00� mpg CO` y m�0on� Ayc z Nm m �n'>-wi�m-a NOO m= O mo;mym w Z - -t D2rOm Omz m OM N N w 20-A' 7zCmon 0) ° To oy0ZT0 Crc O Op cZ 0mr 7.1_ 0-I��O G)0r '-I G)Z N fDi� m^i m �ZZ Z ZNi A z` m*Km or12P m me O DD_yCrp m— m �o r+2y2 DTw r— �zzzDrr- 9r= m Nw 2 CIPO omo z >o 0m0�ORz �Orz K �c '[]�'� w 0 �mPm 2'ZZ Z Z6) pOwD9� 000 G) m2 �3wc-l0 trit0-i -'i -'im - -DCDz�Dn 620 N Oj mlr0c'CO DZcy) z ,c0i�mr w,2�K3N oo� m m mrn-...t=P.D ZZitt z m t}t=rp0 NrT 0 0 0 D �Z... cc UD mA Z m mm--m �no�go= o '� fD > AFo = Z -I -OI Ar�r�it�y O— O m c m z W o w m N m m'a0 SN w T inymmm>�> *Z ram - A D wn Z Z N O cZcO Zm =r ;0 20) r0 Z c mm m 0 D7 fnn Z Dpm0�711 Nfm O N 0 r N D O o O w Z O m c) 0D zDomooDoc 0 Z O yCDV ODrd O OO�r'9m-ivm S SqnrnZYn= X O z< �DZD:E ;0'0Eay D F-�1 T�m�O C Z 9 '0 2 m r CO-t=Fr.zcpc o o K mo K::5 mmrD n CSi >,'p>r m 0,210-4 D D D m0WO-I�p 0 -0 m m c 3 rD0 � C �U Om� y ZmzmA m;F. ccmO m T'i CO Z02 n -i >m z 0 3A Nm°zzz 00 3 2 i0 2 m AMWo 5 00 Zz z ON c r�GJ r'•T w'�• p G''• m 0 �? z M—W: _ ntelMPACT-RESISTANT ALUMINUM TUBE MULLIONS Co . DascdP(bn: w �; i9CD 45 DEGREE BAY MULL SPECS m SOAes: Scala: Drawing No. :�G,� •_. ��\� N/A N/A 6300JR 20sf 25 7070 JECNNOLDCY DRVE A , • • • • • \� prey s gy; Date: Checked By. Date: Rew. N. VB FL 29 !" i FISF x��" J ROSOWSKI 08/29/11 B P.O..o. s, F rJ4s Date: Revision: NOKDM/S, h1 34274 Q J ROSOWSKI 10/10/14 NEW MULLS TO SHEETSET FL CERT. OF AVrH.#29296 CO tOz y Mullion Capacity Capacity - 1.000" r- --{ 1.000" 1.000" )- .125" 2.750' .125' .125" 2.000' 125'Lr 2.000' .375" I 1'XTX.125"MULLION 1'X2'X.375'MULLI0N 1'X 2.75'X.375'MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION XSECTION X-SECTION II STANDARD CLIP 6063-T6 ALUM. XSECTION 2.125' U-CLIP I 6063-T6 ALUM. .125" XSECTION ---I .740" F- 5.500"� 3.125" CUTHERETO .375' .375° �� _CREATE F-CLIP, SEE MIN. MIN. r DETAILF•8HEET4 .338' MIN. r-- r-------� I I I I I A A I U-CLIP L- - - - - - - L J 6063-T6 ALUM. TOPVIEW @ STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 5.500'� .375' .375" MIN. MIN. ___--___-___� I I I I I I I I I i B I I I I I I I CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY.SEE SHEETS 5-77 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/16% TABLE B -1 1.000" I--- 2. 5' T X 2.75' X.650' MULLION 6063-T6 ALUM. X-SECTION --1 [- -.125" 2X5 ANGLE CLIP 6063-T6 ALUM. XSECTION 125' r5.000" .375' MIN.-{ F---------- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 1+1.250"- -I 3.188" 1.25' X 3.188' X .265' MULLION 6053-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Cllp Angle -Clip 1" X2" X-125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2" X.375" (6) 6660D6 666114M 6661119M 666244M 665512M 1" X2.75" X.375" (7) 66601 666115M 6661120M W245M 666513M 1" X2.75" X.650"(8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.5011' (9) 66637M I 6661116M I 6661114M 666242M 666515M- 1.25' X3.1W' X.265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.2&" X2.11" X.125" (18) 68370 1 WA I N/A I WA 666517M OFFSET CLIP NOTES: 6063-T6 ALUM. TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A rl.266"-1 t 2.116 126" X 2.11" X .125' MULLION 6063-T6 ALUM. XSECTION Dimension Value (in) For Mullion: A 1.625 1° X2' X.125' Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.126 1" X2" X.375' Aluminum Tube Mullion B 2 404 C 1 0.635 D 0.490 A 1.875 1" X 2.75'" X .375 Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E .450 Min. A 1.312 1" X2.75' X .650' Aluminum Tube Mullion B 3.000 C 6.476 D 0.836 A 2.000 1' X 3.126" X .500' Alum Tube Mull B 2.037 C 0.863 D 1.137 A 2.625 1.25' X 3.188' X.265' Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26' X2.11' X .121" Alum Tube Mull ny 0 LYNN 4f 77ii ��,.•'�10ENSg. Z44 Q i X ' No. 58705 ly ' "TSTTEIs., /�; �CV` ��S .,.CORIOP••�G;� /A tY N MIULEk, P.E. FL P.E.# 68705 7m EXAMPLES OF RECTANGULAR LOADING: oil 1 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I LOADING OF VERTICAL MULLION j WITH INTERSECTING HORIZONTAL MULLIONS 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION . PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i � a LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: PIN HINGED DOOR LOADING OF HORIZONTAL MULLIO m Iill %II%/ III � _ 1■ I I LOADING OF VERTICAL MULLION SHIDH 4� r �z 0 ro 0 0 M LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODUCT REVISED • complying wifi tLo Florida 1) DRAWINGS ARE 3nildIngC- 0 +—.1 ©/I RERESENTATIONS OF TYPICAL owtoncoNo 1 CONFIGURATIONS. Dra?o CONFIGURATIONS NOT SHOWN < •_„ MAY BE EXTRAPOLATED FROM abpr (300Dpj THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT 1.YNN BE DETERMINED, USE \\,\,( �� ,\x. ,........... RECTANGULAR LOADING. •. 3) SEE PRODUCTS' APPROVAL FOR TC - "<:• N0. 58705 ACTUAL ANCHOR LOCATIONS. _ �. 5✓(t��.:.—, !1— �� rATF '.• � . '• .FCOR%QI`l LOADING OF HORIZONTAL A. LVNN MIML" N..P.E. MULLION FL P.E.# 58705 ANCHORAGE EXAMPLE FOR 28-1/8"MAX. O.C. RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES)B. 7e7 SHEETE'------ 30" MAX. O.C. ��I-12" MAX. A, SEE r SHEET3t EQUALLY SPACED ANCHORS PER TABLES 9-11 EQUALLY SPACED ANCHORSPER TABLES 9-11 --- I� II 1 1 II I 17-7/8" MAX. O.C. II II / O II MA; 10' MAX. O.C. BUC HE G j 13-3/4" MAX. O.C. X I I 4 I / j / I y_ 1 "1 •. 6.10 MAX. 'NOANCHURS AI SILL B �—'—'—'J SEE SILL WEEP - NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 21-518" ANCHORAGE EXAMPLE I DESIGN FyRESSURE RATING IMPACT RATING �+- 54' MAX. BUCK WIDTH FORARCH-TOP MAX. O.C. VARIES PER REINFORCEMENT LARGE &SMALL MISSILE HEADER(SIM. FORALL LEVEL, SEE SHEETS 6.7 IMPACT RESISTANT 30" 12" MAX- / WINDOW TYPES) B, SEE —� MAX. O.C. _ SHEET3 / 10' MAX. FROM D. SEE _ I— /8I - 8SEE & y HEETS A. SEE r-_. -_-T 1 12" MAX. FRAME SEAM SHEET3t I (FIXED VISIBLE SHEET4 I I LIGHT WIDTH I I B, SEE 30" MAX. O.C. -+{ �� ---1-� e I SHEET3!-__ '—�i 12" MAX. C. SEE . r--- I I SHEET4' I j / EQUALLY FIXED I / VISIBLE T A, SEE SPACED I / LIGHT 17-7/8"MAXOCSHEET3 ANCHORS PER O.C. I I HEIGHT . . TABL�SPACED Ij I/ 84" MAX. ANCHORSPER OES9-11 EQUALLY 17-718" MAX. O.C. BU62" BUCK0 _T— HEIGHT MAX. HEIGHT I 10°MAX.IO.C. BUCK L T10"MAX.O.C. X I I HEIGHT (91.78" MAX.) I L._—._._ L/T / 13-3/4' MAX. O.C. EQUALLY I SASH 1 13-314- MAX. O.C. EQUALLY I I "�SPACED I VISIBLE j _� SPACED I L------------- SEE TANCHORSPER I ///7 LIGHT ANCHORS PER I SHEETS JTABLES 9-11 HEIGHT ATABLES 9-11 /A8&9 6-1/2"MAX. 6-1/ "MAX. I NO ANCHORS AT SILL I _ J NO ANCHORS AT SILL l� " " - �"7 I B D �—._.—. " 1-1/4" SASH VISIBLE `\ SEE SILL WEEP- SEE SILL WEEP- '1 SEE SILL WEEP - LIGHT WIDTH `NOTCH DETAILS, 54° MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) ORARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A-. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLETESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSI/AF8PA NOS & ALUMINUM DESIGN A 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \`�� LYNN n //// Revisec GENERAL NOTES.........................1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 . INSTALLATION, FLANGE & EQUAL LEG/BOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................5 DESIGN PRESSURES ................... 6.7 ANCHOR QUANTITIES ................. 8-10 EXTRUSION PROFILES ................ 11 ASSEMBLY & PARTS LIST........... 12-13 SCANNED BY St. Lucie County Approved ss Complying with mh Florida Unlr;ilig Cade USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. p��'•........1/�! §\�---\10ENSg '•.FAQ �i •. KI 58705 _ ,(rJ/ Revised By: Date: Revision: I J 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4j DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ARE MET. 5)INSTALL AS PER SHEET3 FOR THRU-FRAME INSTALLATION OR SHEET4 FORINITEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGlBOX). = �, _ ram' �• TLC •. .,TA �;� '•., p \� ' f� •.,(ORID?•''�C� ` �/ lSn <�� , A-LYNN MILLEIR, P.E. P.E.N 50705 ® Description: GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 Tlile: SINGLE HUNG WINDOW INSTALLATION - LM Date: 05/15/15 Series/Modal• SH-5500 Scale: NTS Sheet: 1 OF 13 Drawing No. MD-SH5500-01 Rer. CF12T. OF AUTH. �29296 TABLE 1: ALLOWABLE GLASS TYPES Glass Typo Description (Listed from Exterior to Interior) gn Dale— Pressure Tabl# Sheet# 5 718' Laminated I.G.: 1/8' A Exterior Cap+ 7/16' Air Space + 5116' Laminated; (2) Liles of 1/8' A Glass with .090" PVB Intedayar 4,5 6 6 7/8' Laminated I.G.: 11W T Exterior Cap+ 7118' Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with .OW PVB Intedayer 4,6 6 7 718" Laminated I.G.: 3116' A Exterior Cap+ 3184 Air Space + 6116" Laminated; (2) Liles of 1/8' A Glass with .090' PVB Intedayer 4,6 6 8 171W Laminated I.G.: 3116' T Exterior Cap + We" Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with .090' PVB Intodayer 4,6 6 9 7/8' Laminated I.G.: 118" A Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) Was of 1/8' H Glass with .OW SG Intedayer 7 7 f0 7/8" Laminated I.G.: 1/8" T Exterior Cap+ 7/16' Air Space + 5/16' Laminated; (2) Liles of 1/8' H Glass with .090' SG Intedayer 7 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5116' Laminated; (2) Liles of 118' H Glass with .090' SG Intedayer 7 7 12 7/6' Laminated I.G.: 3/16' T Exterior Cap+ 3/8' Air Space + 5116" Laminated; (2) Liles of 118' H Glass with .09D' SG Inledayer 7 7 13 718" Laminated I.G.: 1/8' A Exterior Cep + 5/16' Air Space + 7116' Laminated; (2) Was of 3/16" A Glass with .09W SG Intedayer 8 7 14 7/8' Laminated I.G.: 1/8' T Exterior Cap+ 5116" Air Space + 7/16" Laminated; (2) Liles of 3/16" A Glass with .090" SG Intedayer 8 7 15 7/8' Laminated I.G.: 3/16' A Exterior Cap + 114' Air Space + 711W Laminated; (2) Liles of 3116' A Glass with .090" SG Intedayer 7 7 16 7/8' Laminated I.G.: 3116' T ExtedorCap+ 1/4' Air Space + 7116' Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate _T M[Edge Distance Min. Embedment` A MS #10 S18-8 IVI S.S. (steel, or-410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 131W Steel, A36` 3/8° 0.050° Steel Stud, A653 Gr. 33" 3/8" 0.0451"_(18 Ga.) Aluminum, 6063-T5' 3/8" 0.050" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1318" Concrete (min. 2.85 ksi) 1" 13/8" Ungrouted CMU, (ASTM C30) 2-1/2" 1-1/4" B #12 SMS (steel, 1 IVI S.S. or 1, I S.S.) P.T. Southern Pine (SG=0.55) 9116" 1318" Steel, A36` 31W 0.050' Steel Stud, A653 Gr. 33` 318" 0,0451" (18 Ga.) Aluminum, 6063-T5' 3/8" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteftex Concrete (min. 3.35 ksi) 1" 144" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-112" 1-W 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4" steel Creteflex Concrete (min. 3.35 kst) 2-112" 13/4" D 1l4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1W P.T. Southern Pine (SG=0.55) 1" 1318" 1/4" steel Aggre-Galar Concrete (min. 3.275 ksi) 1-1/2" 13/8" 1/4° steel Aggre Qatar P.T. Southern Pine SG=0.55 1" 3/8° Grouted(ASTM CO0) 12" 2" TABLE 3• Al I nWARLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-1/7 x .131' Common Nall P.T. Southern Pine (SG=.55) 3/8" 2-7116" 2-1/2° F ingshank Roofing Nail P.T. Southern Pine (SG=•55) 3/8" 2-711W F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2' 1.3/8" Aluminum, 6063-T5• 3/8" 0.05W Steel Stud, Gr. 3T 3/8' 0.0451" (18 Ga.) Steel, A36• 3/8' 0.050" #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 13/8" Aluminum, 6063 T5' 318" 0.08W Steel Stud, Gr. 33` 318" 0.050" Steel, A36" 3/8' 0.050" GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. FIGURE C: FRAME SHAPES Frame Glass Frame Frame Types Options Conflgs, Shapes Installation Options that maybe used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....into 2XWood Frame/Buckstrip-sheet 3, option 1 Flange Equal -Cite, SquarelRect., Through the frame ....into Concrete/CMU - sheet 3, option 2 (42) 5 -16 Oriel/Proview & Cottage Arch -Top & Radius Top of the window...... ....through 1XBuckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 ....into 2XWood Frame/Buckstdp-sheet 3, option 1 Box 1 Equal•lite, Square/Rect., Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg (#4) 5 -16 OdeVPro4ew & Cottage Amh-Top & Radiusop of the window. .....op ....through 1X Buckstrip into Concrete/CMU -sheet 3, option 3 ....Into Metal -sheet 3, option 4 Through the ....into 2X Wood Frame/Buckslrip -sheet 4, option 5 J-Channel Equal -Live, Square/Rect., integral fin...... ,,,,Into Metal - sheet 4, option 7 (91) 5 -8 ew O& Cottage & Cottage op & Arch -Top & Radius Top Through the frame ....into 2X Wood Frame/Bucksidp -sheet 4, option 6 .... into Metal - sheet 4, option 8 of the window ...... Through the ....into 2XWood FramelBuckstrip-sheet 4, option 5 Integral Fin Equal-Lite. SquarelRect., integral fin...... into Metal -sheet 4, option 7 (0) 5-8 OdeUProtiew & Cottage Arch -Top & Radius Top Through the frame .... into 2X Wood Freme/Bucksidp - sheet 4, option 6 .... into Metal - sheet 4, option 8 of the window ...... FIGURE N. FRAME EQUAL-LITE ORIEL COTTAGE BUCK WIDTH BUCK WIDTH BUCK WIDTH x M w M m w i11 = W11M 1M 1 11 1 + 1 1 1 RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 8.10. `\\\oj 13NN M14 ""/ � •••"R • GENSFi ro � � ,: No 58705 :a — ' MIN. OF 3 ` 'O •• o IF Gw� THREADS BEYOND THE METAL I '. S-f TE •'•........... SUBSTRATE. FOR STEEL STUDS, BUT F•LORtP'•�G: �� :`� MIN. Fu=45KSI8 MIN. Fy=33 KSI. �IONA�;�`�� A. IL(t N MILLP.E. P.E.# 58705 FIGURE B: FRAME TYPES l�2 4 fl0 BOX ORFLANGEnrh EQUAL- LEG 1 UO 3 LJ J-CHANNEL INTEGRAL FIN Q �% r e i ; 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Revision: 'A' = ANNEALED 'H' = HEAT STRENGTHENED "i"=TEMPERED "PVB° =.090' BUTACITE®PVB BY KURARAY AMERICA, INC. 'SG" = .090' SENTRYGLAS0 INTERLAYER BY KURARAY AMERICA. INC. PVB AND SG INTERLAYERS MAY ALSO BE MANUFACTURED BY KURARAY AMERICA, INC. approved 33 complying with & Florida 1),ul(yog Cytly Description: crown W. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Abe: Date. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Modeh I Scale; I Sheet: I Drawing No. Rev: NTS 1 2 OF 13 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN — EDGE DISTANCE EMBEDMENT EMBEDMENTa t EDGE DISTANCE 1 a.± L-1/4"MAX TYP. ANCHOR TYPE, SHIM EMBEDMENTAND TYP.ANCHORTYPE, EDGE EMBEDMENT AND EDGE DISTANCEPER !•° DISTANCE PER SUBSTRATE, SUBSTRATE. ' SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT I FOR ALL WINDOWS: 1 ANCHOR @ 3.55" 48 qg FROM END AND AT 21 CENTER. O 0 22 FOR WINDOWS 72 OVER36"WIDE: 0 ADD ADDITIONAL 45 46 47 SCREWS@16-3/8" 14 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: BUCK 50 0 0 16 ADDADDITIONAL HEIGHT SCREWS @ 8-3/8" 1 85 n �— FROM END. EXTERIOR a 86 OPT. (2)1" INTERIOR 81 C WEEP NOTCHES AT 80 EACH END. EOUAL-LEG/BOX FRAME SHOWN SASH LIGHT 114" MAX SHIM USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. {-.-- 1/4" MAX SHIM FLANGE I FRAME III_ NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1A W THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. .27" X 1.25' - t NO ANCHORS WEEPHOLE - ",• REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER @ O FLANGE OR 2.87"FROM 38 a EQUAL -LEG WIDTH EACH END. 4 FRAMESILLS @SASH: BUCK WIDTH - 6.1/2' @ FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL-LITE) VERTICAL SECTION B-B BUCK HEIGHT12 - 3-15116" BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1/4"MAXSHIM SASH VISIBLE EDGE LIGHT WIDTH �0 17 ❑ DISTANCE -- A m I EXTOR 87 4 ��I ILI� FIXED VISIBLE LIGHT WIDTH EQUAL LEG/BOX BUCK WIDTH _ FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAMF INTO METAL ��\1Ii{II1ff `�� ANY LYNN 7N7��i No. 53705 SfA EOFs U/NAI1_ A. LYIJI/ULLER, P.E. P.E.# 58705 910 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR V m ?Tnum ical I � NEW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 1/4" MAX. SHIM EQUAL LEGIBOX FRAME SHOWN TYP. ANCHOR TYPE, • EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, . _•' DISTANCE SEE TABLE 2, • -• ?�. � SHEET 2. INSTALLATION OPTION 4 4ppmved as ANCHOREDTHROUGH Florida vidd FRAME INTO METAL Date . t It 1, Ity Revision: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI 7ltler Dote: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS 1 3 OF 13 1 MD-SH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL i-- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME {� SHOWN II II EDGE DISTANCE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT (� --.-I �— WOOD FRAMEBUCKSTRIP. SEE NOTE 2,.T THIS SHEET. I I 1/4" MAX SHIM c--� TYP. ANCHOR TYPE, — 1I EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 11/4" MAX SHIM TYP. ANCHOR TYPE, EDGE _ DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2 (NAIL SHOWN) 4 FIXED VISIBLE LIT HE G T 19 20 OPT. SASH LIFT RAIL I TOP FOR ALL WINDOWS: 1 ANCHOR @ 3.55' y 49 48 FROM END AND AT 21 CENTER. D I 22 FOR WINDOWS 72 OVER 36"WIDE: 0 ADD ADDITIONAL 14 45 46 47 SCREWS @16-3/8- 35 FROM END. FOR WINDOWS WITH BUCK o 16 BOTTOM LOCKS: HEIGHT 50 0 ADD ADDITIONAL SCREWS @ 8-3/8" 85 �— FROM END. 30 SASH EXTERIOR VISIBLE a86 OPT. LIGHT HEIGHT 16 (2) 1" 81 31 INTERIOR 30 65 63 WEEP NOTCHESAT 80 (I EACH END. NO ANCHORS REQUIRED IN FRAME 7 SILLS IF ANCHORING THROUGH FRAME. INTEGRAL FIN FRAME SHOWN rSHIM r1/4" MAX 27'X 1.25" WEEPHOLE 38 W/COVER @ 2.87" FROM EACH END. TYP. ANCHOR TYPE, T EMBEDMENT AND EDGE EDGE DIS )ISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. —.I EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 65/8" FROM SASH END. J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO BE CONSIDERED'IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET.I-- EDGE DISTANCE 1/4" MAX SHIM SASH VISIBLE LIGHT WIDTH 44 TYPE VARIES EMBEDMENT ARIES I __ / 42 WITH SASH o Q 7 WEIGHT � 30 31 EXTERIOR 87 3 L \�I TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLDISTANCE ESUBSTRATE. E U ILIA LIGHT WID7H FRAME SEE TABLE 3. SHEET 2. 1 SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET2. #10 OR #12 STEEL 1/4" MAX. SELF -DRILLING SHIM SMS (GS), SEE TABLES 2 & 3, Ql� a SHEET2. INTEGRAL FIN FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. `\71111IIIll/i VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-112" @ FIXED LITE: BUCK WIDTH - 4.3/8" HEIGHT (EQUAL-LITE) BUCK HEIGTI2 - 3-1511V FIN AND/OR FLANGE REMOVED IN -FIELD INSTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION 8 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) No.58705 �cN r. .� SIAit OF S`S �UNAt Ile\ A. LYNN MILLER, P.E. REA 58705 +ipprovcd as cmaplylns with Hvv Florida Buld)aa Code fty._��IG��GU9sc V Revised liy: Date: Revision; or DDescriollon: Drawn W. J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI 1070 TECHNOLOGY DRIVE RUG: Date: N. VENICE. FL 34275 SINGLE HUNG WINDOW -INSTALLATION - LM 05/15/15 (941)-480-1600 Somas/Model: Scale: Sheef: brewing No, Rev: CERT. OF AUTH. #29296 6H-5500 NTS 1 4 OF 13 MD-SH5500-01 r 1 7/8 ^NOM. --�•{ 7/8" NOM. 7/8" NOM. 1 718" NOM. 5116" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5116" A/A PVB 5/16" H/H SG 7/16" AIR SPACE 711 WAIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE- 1/8" A GLASS 1/8" T GLASS 3116" A GLASS 3/16" T GLASS 1/8" A GLASS — GJ EXTERIOR a EXTERIOR a EXTERIOR <�] EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR — CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 —1 7/8' NOM. GLASS TYPE 6 718"NOM. �+-- GLASS TYPE 7 ---►{ 7/8" NOM. GLASS TYPE 8 718" NOM. GLASS TYPE 9 1 7/8 ^NOM. �- 5/16" H!H SG 5/16" H/H SG 5/16" H/H SG 7/16" A/A SG 7116" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE 118" T GLASS 3116" A GLASS 3116" T GLASS 1/8" A GLASS 1/8" T GLASS aEXTERIOR < ]EXTERIOR a EXTERIOR G] EXTERIOR a EXTERIOR 14 DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER IN CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 TYP. GLAZING DETAIL t" NOM.GLASS FI GLASS TYPES 9 THROUGH E TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR • INTEGRAL FIN FRAMES 'GLASS TYPES 5,7.9.11.13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 3V. GLAZING NOTES: A"=ANNEALED "H" = HEAT STRENGTHENED "P=TEMPERED "PVB" = .09D' BUTACITE®PVB BY KURARAY AMERICA, INC. 'SG" = .09D" SENTRYGLA60 BY KURARAY AMERICA, INC. 7116" A/A SG — 1/4" AIR SPACE- 3/16" A GLASS - aEXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 718"NOM. 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS - a EXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER GLASS TYPE 15 1111111/, -"'0' ( LYNN 7,, "// Revised Sy. Date: Revision: � �� •' �\GENSF '•. F.p '� Q-: '•• Revised By: Dote: Revision: No. 58705 ® Deseriplion: GLAZING DETAILS 718" NOM. SAE F <1/�_- '�0�� 1070 TECHNOLOGY DRIVE •'• FCORIOP,.•'• \�,�� N. VENICE, FL 34275 r`S O1(�fJ�L (941)-480-1600 A. LYISIS I.I1 LER, P.E. P,E1158705 CERT. OF AUTH. 029296 GLASS TYPE 16 J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 Series/Modeh Swim Sheet: Droning No. Rev. SH-5500 NTS 5 OF 13 MD-SH5500-01 TARI F A• Olasa Types 6, 6.7&8 Design Pressure, Ibal67 +% 50.0 Feint Level R1 For all Window 8, sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. i ♦T SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) Tent a S• ole 5Type Bottom Sash Description bn9Len RwW Sash Haight Rary pa) Design Pressure, Ibsgt2 Relnl.Lowl R2 VAndowBuck N1dlh(kn) up 10 48 52.125 23.5 E@se)111e 41594 4050 -700 .85.0 1 -70.0 Slerdad Cottage 14.517.15a10 465.0[-711 +65.0 -70.0 28 r"lRte 11.567. 14.516 a65.0 +85.0 -70.0 Stadard PWAM 112TT-11.502 .65.0 .0s.0 -70.0 Ta0es1 23.517-25.286 a05.0 +05.0 •70.0 Standard CuOage 20.058-23SIS 065.0 .65.0 •70.0 37,375 EprzNile 17.517-20.e5r +65.0 .65.0 •700 Standard PMAee 14517-17518 +e5.0 +65.0 •70.0 Slndesl 11.377-14.618 +65.0 +65.0 -70.0 Tallest 27.563-31.911 •65.0 .65.0 -70.0 Custom Size 26.517-27.532 +05.0 •70.0 +65.0 -70.0 Standard Wisp 23,517. 26.516 465.0 -70.0 465.0 -70.0 44 Eq-. 20.611.23.510 +85.0 -70.0 465A -70.0 Slardad Proeex 17.517-20.510 .85.0 -T00 r115V -700 Custom Sae 14.517.17.510 +650 -r0.0 .05.0 -70.0 Shatusl 11.377-14518 +65.0 •700 +65.0 •70.0 Tallest 31.583-35.911 405.0 -70A +85.0 •70.0 Standard Cottage 20.517-31.682 +65,0 •70.0 400 •70.0 EquaHIa 20.517-26576 +65.0 •70A +65.0 •70.0 48 Standard PmAev 11.517 - 20.516 +6S.0 •70.0 +65.0 -70.0 Custom She1 14.617 - 17.510 +85.0 -70.0 a65.0 Cuslam Sae 12.517 - 14.516 +65.0 -70.0 +65.0 1 -700 Shales) 11.377. IZ510 465.0 •me +650 -70.0 E Tallest 33206-37.536 +85.0 .70.0 +05.0 .70.0 St.ndldCOBage M517.33.20r .0-0 -70.0 .65.0 -70.0 EgmFlile 23.517-20516 463.0 -700 +85.0 •70.0 m Cuslam Size 20.517-23518 +65.0 -70.0 +05.0 1 •70.0 � 4g.825 Sladad Pra(ew 17.517-20516 a65.0 -70.0 .05.0 1 •70.0 Custom Size 14.517 - 17.610 +65.-o 770.0 +85.0 1 •7oa Custom Size 12517-14.515 +65.0 -T0.0 +68.0 -70.0 SMdsal 11.377-12516 +85.0 -70.0 465.0 1 -70D Tallest 30517.41" 465.0 -70.0 486.0 -70.0 SlaMand Co W 31.517.30.516 +65.0 - 00.0 405.0 -70.0 Ea,elJae 20S17.31510 .66.0 •70.0 +05.0 -70.0 Slandod Pra(ex 23517. X 16 +55.0 •70.0 .65.0 -700 02 Custom Sae 20.517.M.516 +65.0 -70.0 .05.0 •70.0 Cuslon She 17.517.20.510 4060 -70.0 +66.0 -70.0 Custan Size 14517-17.5% 46S0 -70.0 .050 410.1 Custom Sae 13.017. 14.510 +65.0 -70.0 +85.0 A7.3 Sfndasl 11.864-13.018 +85.0 -70.0 +05.0 AB.6 Tallest 39517-41.6M +05.0 -70.0 +05.0 •70.0 Custom She 38.517-38516 +65.0 •70.0 +85A •70.0 Equa a 35.51T-38$16 +65.0 •70.0 +65.0 •70.0 75 Custom She 32.617. 35.510 +85.0 -70.0 +65a -70.0 Standard PWAM 29,617.32.516 +B5.0 •70.0 465.0 -70.0 Custom Size 26.517. 29.510 +65.D -70.0 +65.0 -87.3 Shonm, 25518.26518 +65.0 E�16 38.517-41.644 +65.0 -70.0 +05.0 •70.0 84 Custom Sae 35.517. 38.510 +65.0 .70.0 +65B 4 3 StandardPrWw 33.818 - 35.516 +05.0 .70.0 +65.0 4)8.5 01.76 Tallest 41.644 +65.0 -70.0 1 +65.0 14)B.5 TABLE 6: alasa Type. Design Pressure, IbsiR7 e,7&e +65.01-70.0 Relnt. Laval R2 For al Window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 1 IT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 4pproved Da complying with the F1n11dsBuldlauCade _ SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ^""•' 7rl Revisdd By: Date: ReNofonr not Dade ProdaU LYNM ReHsed Dy: Date: Revislon: No. 58705 :k NOTES: - 1 - ® Description: Drawn By: .� = 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI A $ /s - U '�S1AT OF 1070 TECHNOLOGY DRDRIVETitle: Date: 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. iN�'•. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 <6...ORIUP,rG\C (941)-480-1600 1S 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��r /Q�) I F-'Seriss/Modeh Seale: Sheet: Drawing No. Rev. ON THE TABLE. A`.4Yj44BR; P.E. P. . '68705 CERT. OF AUTH. y29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 Oleo rypa 9.12, 16816 Edm taSaah DowdNim for Ones Range Sash WgN Raton (-I Design Pressure, [bane Relm. Leval 3 WSrdaw, Suck Widgi m up k40 48 5ZI25 54 215 Equd40e 11.30d +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 SOWard Cannon 14.517-15.870 +70.0 •110.0 +70.0 -110.0 70.D .110.0 +70.0 -110.0 28 Eg11d4Ne 11653-14.516 470.0 •110.0 +70.0 -110.0 +70.0 1110.0 +70.0 -110.0 Standard ProAow ii.377-11.582 +702 -110.0 +70.0 -11 in 70.0 -1110 +70.0 .110.0 TaOast 23.517-25.286 +70.0 .110.0 +10.0 -110.0 470.0 •110.0 +70.0 -110.0 Stedrd College 20.058-23.518 470.0 410.0 +70.0 410.0 470.0 .110.0 +70.0 -110.0 37.375 Equal4ile 17.617-20.057 +70.0 -1102 +70.0 -110.0 470.0 .110.0 +70.0 .100.0 Standard Proiew 14.511-1T.616 +70.0 -110A +70.0 -110.0 70.0 d10.0 N0.0 -110.0 Shonast 11.377-14.516 +70.0 •710.0 +70.0 -110.0 +70.0 -107.0 +70.0 403.0 Tallest 27.563-31.911 +70.0 1 41DA •70.0 9&0 +70.0 -93.0 +70.0 -00.0 Custom Size 26.511-27SM +700 .110.0 +70.0 -110.0 -70.0.410.0 +70.0 410.0 Standard Cousin 23.517 - 28.516 +70.0 .110.0 +70.0 -110A +700 A10.0 +70.0 -110.0 44 Eg al7de 20.517-23.518 +70.0 -110.0 +70.0 -I101 +70A •110.0 +70.0 -110.0 Standard PmAow 17.517.20.610 +76A .110.0 +70.0 1 -110.0 +70.0 •1f0.0 +70.0 1 -1100 Cuslam Size 14.517-1L516 +70.0 .110.0 470.0 14100 +70.0 410.0 1 +70.0 1 -110.0 Shadeat 11.377-14.5te +Me -110.0 +70.0 1 -11&0 +70.0 407.0 1 +700 •103.0 idled 31.583-35.9t1 +70.0 410.0 +70.0 -09A +70.0 -910 +70.0 -90.0 Standard College 28.517-31.682 +70.0 410.0 +70.0 410G 470.0 -110.0 +70.0 410.0 EquakBk 20.517-26.510 +70A .110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 48 Standard Ro&w 17.517-20.510 +70.0 410.0 +70.0 -110.0 470.0 .110.0 +70.0 4*0 Cu She %517-17.518 +70.0 .110.0 +70.0 -110G 70.0 -110.0 +70.0 -1100 Cualom Saa 12.511-14.518 +70.0 .110.0 +70.0 -11G0 +70.0 .110.0 +70.0 410.0 p Sweet Tdksl 11.377-12,516 U208-UM +70.0 +70.0 -110.0 410A 470.0 +70.0 -IW.O 40.0 470.0 470.0 .1100 .93.0 +700 +70.0 4tO.0 -90.0 i Standard College 26.517.33.207 4704 •110.0 +70.0 -110.0 474X0 •110.0 +70.0 -110.0 Equakie 21517.20.510 +70.0 410.0 170.0 -110.0 +70.0 •110.0 +70.0 -110.0 sa Custom Sae 20.517-23-515 70.0 410.0 +70.0 -110.0 +70.0 410.0 +70.0 410.0 Y "25 Standard Pralaw 17.517-20.516 470A 410.0 +70.0 410.0 +70.0 -110.0 470.0 410.0 � Custom Sae 14.517-17.518 +70.0 •t 10A t70.0 410.0 +70.0 -110.0 +70.0 -110.0 m CustoSae 12517.14.516 4700 •1102 +70.0 -110.0 +70.0 •110.0 +70.0 410.5 Shodesl 11.377 - 12.610 +70.0 410.0 +70.0 -110.0 +7&0 •110.0 +70.0 -110.0 TO.[ 30.517.41.644 +70.0 .110.0 470.0 -110G +70.0 410.0 +70.0 -110.0 Standard Coltsge 31.517-36.510 +70A .110.0 +70.0 Ala() -70.0 -110.0 +70.0 410.0 EquaNOe 26.517.31.510 +70.0 410.0 +70.0 -110.0 +70.0 -110G +70.0 410.0 Standard Pralew 23.517. 20.516 +70.0 -110.0 +70.0 •110.0 +70.0 4100 +70.0 410.0 02 Caslom Sae 20.517.23.516 +70.0 -110.0 1 ♦70.0 •110.0 +70G 410.0 1 +70.0 1 -110.0 Cuabm She 17.517.2D.516 +70.0 •110.0 1 +70.0 •110.0 470.0 -110.0 +70.0 •110 0 stom She custom 14.517.17.510 +70.0 -110.0 +70.0 -110.0 7 0.0 -110.0 +70.0 •110.0 Custom Sae 13.017. 14,516 +70A 410.0 +70.0 1 -110A +70.0 -11&0 +70.0 1 -110.0 Shmlest 11.664.13.010 +70.0 410.0 470.0 1.110.0 +70.0 410.0 +70.0 •110.0 Te9azt 30.517.41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 Custom Size 38.517-39.516 +70.0 410.0 +70.0 •110.0 +70.0 -110.0 +70.0 .110.0 EquaNite 35517-35.515 +70.0 -110.0 470.0 -110.0 +70.0 -110.0 +70.0 410.5 75 Custom Size 32.517-35.515 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 Standard Pro4ew 2&517-32.518 +70.0 -110A +70.0 1410,0 470.0 410.0 +70.0 -110.0 Cinlorn Size 26.617-21516 70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 Shaded 25516-28.616 +70.0 410A +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 Equd4de +70.0 -1104 +70.0 -100 +70..0 -110. +0.0 MA 64 Custom Sae WSf7.38.516 -110.0 +70.0 00 10 -/0.0 +70.0 •1f0.0 Standard Praimv 1 31818.35.518 +70.0 -110.0 470.0 -110.0 +70.0 •110.0 +70.0 •I10.0 B1.T8 Tallest 41.644 +70.0 -110.0 +70.0 -110.0 470.0 1 -110.0 1 +70.0 •110.0 SEE TABLE 11, SHEET 1U I•UK ANGHUK GRUUP ANU WAN I I I T. I I•ULC U. GlasT7pB I1814 Relnr. Level S 11d1em sash oescpflon for y+en Range Sasn Reiyd Range On) Design Pressure Ibsttt7 Wndry Suck Wldh (in) 1B 24 32 36 1 10 48 1 52125 1 54 23.5 Equal -file 11.304 .70.01-110.0 q0.0 -110.0 .70.01.110.01 •70.0 4*0 1 -70.0 1 -110.0 +10.0 I -110.0 70.0 -110.0 +70.0 -110A Slanoud Collage 14.517-15.870 •70.0 110.0 +70.0 -110.0 +70.D 410.0 70.0 -110.0 1 -70.0 -110.0 +70.0 1 -110.0 +70.0 A10.0 +70.0 -110.0 28 EGua148e 11.503-14,616 •70.0 •110.0 -70.0 -110.0 •70.0 -1110 +70.0 -110.0 •70.0 -t10.0 +70.0 -1f0.0 +70.0 -110.0 +70.0 -11D.0 Slandard Pro,lew 11.377.11.562 70.0 -110.0 70.0 -110.0 -70.0 410.0 -70.0 -110.0 70.0 -110.0 +70.0 -110.0 •70.0 410-0 70.0 -1f0.D ToNeal 23.511 - 25266 -70.0 410.0 +70.0 AMC) -70.0 711 D.0 +70.0 -110.0 •70.0 -170.0 +70.0 -110.0 •70.0 1410.0 1 +70.0 •110.0 Standard Collage 20.958.23510 +70.0 -110.0 +70.0 -110.0 •70.0 -110.0 +70.0 AMC) •70.0 -110.0 •70.0 -110.0 70.0 -110.0 •70.0 -110.0 37.315 EWd4Ne 17.517-20.957 -70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1%0 •70.0 -110.0 +70.0 -170.0 •70.0 -110.0 •10.D 409.0 Standard ProlaW 14.517-17.516 +70.0 -110A •70.0 -110.0 +70.0 .110-0 +70.0 -110.0 •70.0 -110.0 •70.0 410.0 +70.0 -7t0.0-110.0 Shodest 11.377-14.516 +70.0 -110.0 +70.0 -710.0 •70.0 .110.0 170.0 -110.9 •70.0 A10.0 •70.0 410.0 •70.0 -107.0 -70.0 -103.0 Tallest 1 27.583.31.911 +70.0 •110.0 •70.0 •110.0 •70.0 410.0 +70.0 '110.0 +70.0 .110.0 +70.0 99.0 1 -70.0 -010 -70.0 40.0 Cuslom32e 25.517. 2TM2 +70.0 -110.0 •70.0 -110.0 70.0 .110.0 •70A -110.0 •70.0 -110.0 +70.0 410.0 70.0 410.0 +70.0 -110.0 Standard Collage 23.517.2&510 47DX -110.D 470.0 -110.0 -110.0 •70.0 .110.0 +70.0 -110.0 70.0 .110.0 •70.0 A10.0 -70.0 -110.0 44 Eguame 2&517.23.516 •70G -110.0 +70.0 -110.0 +70.0 -1f0.0 +70.0 1410.0 -70.0 -1110 +70.0 -110.0 +70.0 -110.0 1 •70.0 1 -110.0 Slardard ProAew 17517. 20.516 +70G -110.0 70.0 -110.0 +70.0 410.0 •70.0 410.0 •70.0 410.0 +70.0 -110.0 •70.0 410-0 -70.0 -110.0 Custom Size 14.517 - 17.616 +70.0 -110G +70.0 -110.0 +7D.0 -110.0 +70.0 410.0 +70.0 -in.0 +70.0 -110.0 +70.0 410.0 1 •70.0 41G0 Shodeal 11.377-14.516 •70.0 •11o.0 +70.0 •t1o.o •70.0 -110.0 +70.0 -110.0 +70.0 .110.0 70.0 4%0 +70.0 -f07.0 1 +70.0 -103.0 Tassel 31.583-35.011 -70.0 -110.0 •70.0 -110.0 +70.0 -110.0 +70.0 1 -110.0 +70.0 -110.0 •70.0 -99.0 1 +70.0 1 93.0 1 -70.0 90.0 Standard Collage 28.517-31.582 70.0 410.0 •70A -110.0 •70.0 .110.0 +70.0 -110.0 +70.0 .110.0 •70.0 .110.0 +70.0 -11D1 +70-0 410.0 EqudAo 20.517-28.616 +70.0 -110.0 -70.0.410.0 •70.0 -110.0 +70.0 -110.0 +70.0 -110.0 •70.0 -110.0 +70G -11&0 +70.0 410.0 48 Standard Prodew 17.517-20.516 •70.0 •110.0 •70.8 -110.0 •70.0 -110.0 -70.0 -110.0 +70.0 A10.0 +70.0 -110A +70.0 41D.0 +70.0 -110.0 CuSIom3ize 14.517-17518 +70.0 -110.0 -70.0 -110.0 +70A -110.0 -70.0 410.0 +70.0 -110.0 •70.0 -110.D +70.0 -110.0 +70.0 -110.0 Cuelom Size 12.517. 14.518 -70.0 1-110.0 •700 -110.0 •70.0 -110.0 70.0 410.0 +70.0 410.0 •70.0 -110.0 •70.D -110.0 •70.0 .110.0 SIIon041 t1.377.125t8 •70.0 .110.0 +70.0 -110.0 +70.0 -110.0 •70.0 410.0 +7D.0 -110.0 •70.0 -110.0 -70.0 410.0 +70.0 410.0 1: Tallest 33.208-37.636 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 99.0 •70.0 .03.0 •70.0 40.0 i Standard Collage 28.517-33207 •70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -uo.0 •70.0 410.0 +70.0 -110.0 +70.0 AIDA •70.0 A10.0 Equat{de 23.517-26516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 70.0 -110.0 +70.0 -110.0 +710 410.0 +70.0 -110.0 m Cullom Size 20.517 - 23.510 •70.0 -110.0 +70.D AIDG +701 -110.0 +no -110.0 •70.0 410.0 +70.0 -110.0 +70.0 410.0 +70.0 410-0 2 44.625 Standard PlodeW 17.517-20.510 +70.0 410A +70.0 -110.0 +70.0 -110.0 470.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 •70.0 -110.0 Cudgm3ae id.517-17516 •70.0 -110.0 70.0 -110.0 •70.0 -110.0 +70.0 -710.0 +7&0 -110.0 +70.0 -110.0 •70.0 •710.0 +70.0 -71D.0 Cuslom8¢e 12.517-14516 +70.0 -110.0 +70.D -110.0 •70.0 -110.0 +70.0 A10.0 •70.0 .11GO +70.0 -110.0 +70.0 -1f0.0 •70.0 -110.0 Shodesl 11.377 - 12.516 +70.0 410.0 -70.0 410.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.a +70.0 -1t0.0 +70.0 .110.0 Talleal 36.517. 41.644 •70-0 -110.0 70.0 -110.0 +70.0 -110.0 •70.0 -110.0 •70.0 -710.0 +70.0 -710.0 +70.0 -110.0 +70.0 -105.7 Standard College 31.517-36.516 +70.0 -11GO +70.0 -110.0 +70.0 -11DA •70.0 -110-0 •70.0 -110.0 •70.0 -110.0 -70.0 -tOB.5 +70.0 -103.0 Equal -We 26.517-31510 +70.0 -110.0 +70.0 AM +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 •70.0 .107.9 •700 -102-4 Standard Pr&1ew 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70G -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1f0.0 L•700 .105.2 62 Custom Size 20.517-23.516 +70.0 -1f0.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -itO.D +70.0 -110.0 +70.0 -110.0 •70.0 •107.0 Cuslomsko 17.517-20.515 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 •70.0 -110.0 +70.0 -109.8 Custom Size 14.517-17.510 -70.0 -110.0 70.0 -110.0 -70.0 -110.0 +70.0 -106.0 +70.0 -7028 •70.0 -100.5 +70.0 -100.5 +70.0 -1005 Custom Size 13.017-14.516 +70.0 •110.0 +70.0 -110.0 70.0 -106.2 +7D.0 -100.7 +70A .97.1 •70.0 94.4 +70.0 -94A +70.0 94.1 Shodesl 11.e64. 13.018 +70.0 -110.0 +70.0 -110.0 •70.0 -102.8 +70A 97.0 +70.0 -03.3 +70.0 90.1 70.D 00.0 +70.0 00.0 T2lloa1 39.517. 41.644 +70.0 AMD -70.0 -110.0 +70.0 -110.0 +70.0 -110.0 •70.0 -110.0 +70.0 -110.0 +70.0 .101.5 +70.D 96.0 Cuslem Size 38.517-39.516 -70.0 -110.0 70.0 -110.0 +70.0 -110.0 +70.0 -110.0 •70.0 -110A *700 -110.0 •7D.0 .101.7 +70.0 90.3 Equal We 35.517-30.510 +70.0 -110.0 70.0 -110.0 +70.0 A10.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 -70.0 -1004 •70.0 95.0 75 Cu4om3De 32517-35.516 +70.0 -110.0 +70.0 -710.0 +70.0 -710.0 70.0 -010.0 +70A -110.0 *70.0 -110.0 N0.0 -100.7 70.0 95.2 Slandartl PleA4W 29.517-32516 +10.0 -110.0 +10.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -109.8 +70.0 •101.8 •70.0 98.t CuslOm3lze 26.517-20.616 +70.0 -110.0 +70.0 -110.0 +70.0 -107.8 +IFDX -102.4 +70.0 9&0 +70.0 46.4 +70.0 95.4 +70.0 96.4 Shades! 25.516-28.516 7D.0 -110.0 +70.0 -110.0 +70.0 404.E 70.0 99A +70.0 95.4 •70.0 924 +70.0 92.4 •70.0 924 Equal46o 39.517-41.841 -MO -110.0 70.0 -110.0 •70.0 -110.0 +70.0 -110.0 +70.0 -110.0 70.0 -tOB.B q0.0 -06.7 70.0 .01.1 84 Custom She 35.517-38.515 +70.0 -110.0 +70.0 -110.0 +70.0 -107.9 •70.0 -1024 +70.0 98.8 +70.0 96.1 +70.0 9&4 +70.0 91.8 Standard PloAew J3.818-3&518 +70.0 -110.0 +70.0 -110.0 +70.0 •1028 •70.0 97.0 +70.0 43.3 +70.0 90.1 •70.0 90.0 N0.0 90.0 91.78 West 41.844 •70.0 -710.0 •70.0 -1f0.0 +70.0 •102.8 +70.0 970 •70.D 93.3 +70.0 90.1 +70.D 90.0 1 +70.0 1 -9 SEE TABLE 11. SHEET 10 FOR ANGHUK URUUY ANU UUAN I 117. NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. LYNN Qom.•.• 1,NCENSF ••, `,fa i No.58%05 _ EO NAI.. vyNN;MILLEh, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 129296 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) rr Appravcd as Floe Ida Wi fI Rev7sion: SASH HEIGHT DESIGN PRESSURE TABLE J ROSOWSKI 1700: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Made: I Scale: Sheet: Drawing No. SH-5500 I NTS 1 7 1 MD-SH5500-01 rnP ek1Pwno CPn1IP n TARI F in. SHEFT9 MAYBE USED. 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4 { 3 3 3 3 ] 4 4 3 4 d 4 ¢ Z 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 3 3 2 2 2 2 3 3 7 2 2 2 2 2 4 3 3 I 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 1 ¢ e: 7 1 1 2 1 7 2 2 2 1 2 2 2 2 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 2 3 3 7 4 4 4 3 ] 3 3 3 4 4 3 4 4 4' m £ 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 3 3 2 2 2 2 7 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 ] 3 3 3 4 3 3 ! ¢ £ 1 1 1 2 1 7 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3. 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 4 4 m ¢ $ 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 ] 2 2 2 2 2 4 7 3 3 2 2 2 2 2 1 4 3 3 3 3 3 4 3 3 4 ¢ £ 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 / 4 J 1 3 I 3 4 4 3 4 4 4 ¢ £ $ a 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 ] 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 ] 3 3 4 3 3 4 ¢ 3 7 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 ] 4 4 ! 3 3 3 3 3 4 4 3 4 4 4 a 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 7 3 3 2 2 2 2 2 1 4 3 ] 3 3 3 4 3 3 4 ¢ £ 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 ] 3 4 4 4 3 3 ] 3 4 4 3 4 4 4 ¢ £ 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 1 a 7 3 3 3 3 4 3 3 d ¢ £ 7 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 ] 3 3 3 { 4 3 ] 3 3 3 4 4 3 4 4 4 ¢ £ a 2 2 2 2 3 2 2 2 2 3 3 3 T 2 2 2 3 3 3 2 2 2 2 4 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 ! 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4 3 7 3 ] 3 / 4 3 4 4 4 ¢ Z m 2 2 2 2 2 2 2 2 2 J 3 7 2 2 2 2 3 3 3 2 2 2 2 3 7 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 ] 7 ] 3 3 4 3 3 d 7 1 2 1 2 2 2 1 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 T 3 3 3 3 3 ! 4 4 3 3 3 3 3 4 4 3 4 ! 4 %12 2 2 2 2 T 2 2 3 3 3 2 2 2 2 3 3 2 2 2 2 3 3 $ 3 2 2 2 2 2 1 3 3 3 2 2 2 2 2 4 / 3 3 3 3 3 4 3 3 4 ¢ :7 < 1 1 7 2 1 T 2 2 i 2 2 2 3 3 1 2 2 3 3 ] 3 1 2 2 3 ] 3 I 3 2 3 3 I ] 3 4 4 4 3 3 3 3 3 4 4 3 4 d 4/ ¢ eF vaRelel 2 2 2 2 2 2 2 2 3 3 J 2 2 2 2 3 3 3 2 2 2 2 3 7 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 ! ] 3 3 3 ] 4 3 ] ¢ 9 1 1 1 2 7 2 2 2 1 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 7 4 / 4 3 3 ] 3 3 / / ] 4 4 ¢ a 2 2 2 T 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 7 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 7 3 3 3 3 4 3 3 d b 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ¢ £ t 7 7 2 1 2 2 2 1 2 2 2 2 3 3 t 2 2 3 J 3 3 1 2 2 ] 3 ] 3 3 2 3 3 3 3 3 1 4 1 7 3 ] 3 3 4 d 3 4. 4 4 ¢ £ 2 2 T 2 2 2 2 2 3 3 3 T 2 2 2 3 3 3 2 2 2 2 3 3 ] 2 2 2 2 2 d 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 J 3 4 b 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ¢ F 1 1 1 2 1 2 2 4 1 2 2 2 2 3 ] 1 2 2 3 3 3 3 1 2 2 ] 3 ] 3 3 ¢ >_ 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 7 3 3 2 2 2 2 3 3 3 2 2 2 2 2 b 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ¢ £ 1 1 1 2 1 7 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 ¢ £ 2 2 2 2 2 2 2 2 T 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 2. 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2! 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 7 { 4 4 3 3 3 3 ] 4 1 7 4 4 2 3 3 3 3 3 4 4 / 3 3 3 3 ] 4 4 3 d ! d 1 3 3 3 2 2 2 2 2 4 / 3 3 3 3 3 / 3 3 2 3 3 3 ] 3 4 4 4 3 3 3 3 3 4 / ] d { 4 3 3 3 2 2 2 2 2 4 4 3 3 3 ] 3 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 SEE TABLE 4, SHEET6 FOR uESI(iN PKtSSUKt5 VVH tN U blNli lNib IAU Lt. NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING .......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 8 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. LYNAj No. 58705 fir T 1TE OF N WLLEVR, P.E. p.E.H 58705 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 CERT. OF AUTH, #29296 Revision: Revision: 7Aa%. ARCh07 Q.C. SpaCIRo707 Anchor C—PE Af%Mr GMWF •Inlegralftn" Inata6atlon 3.6' 4' Approved a3 Flurida QuI4 with th. ANCHOR QUANTITY TABLE J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15115 NTS 1 8 OF 13 1 MD-SH5500-01 TABLE IU: d�ldlor (}ewE 7ulmeraalPa D AnellorOuardhles Required for 19'Wide 2CWldo 37WW 3E W169 4TWlde 4ir WI0a 52-VB WYb 1B"Wlde NWba 32 Wtla 3E Wba 4w Wlda 40-W7& 52-VB'Wtle 18`Wlde 24•Wlde 32 WUe I 35'Gm 36'Wa0 10-W109 46'Vdde 52-11P WId0 "Through-Frame"Inataliation Jamb b Jab b i .heb b Ja b JxrL b 13 i Jamb b Jane le s Jame b Jame b Jana b JanD h g Jard b JYM m m a x$ m b Jamb b p JarM b Jamb b Ja11a b Jarm m a m x m a JaM m a Z m s m b JYrn m a m s m b Jamb m x Z m a m b clesaTTpee a. 7a RNnI Level p2 �Dasap6m OmBash la awn Range asp 1Ct i i m m a ER Z m x m a s pSp 3 m a m m a R�1a Z m s m m s a4R Z m x m �RR Z m s m m a ��Ra Z m s m m a Z m s$ m m s 2 m x m m s Z m x m m a 3 m s m m a Z m m x m a m m s a m a m m s Z m a m m s 3 m a m 216 E=Rte Jt M 1 2 1 1 2 7 1 2 2 1 2 2 7 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 SlandsdC66e2e EgAHte Slaldxd Prnlee 14611-15.870 11583-U.516 1t37. 11.932 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 7 1 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 Tab-1 HS17-25.2H 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 SiatiNd C01305 20960-23516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 t 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31175 E"I-110 Standad VIOLA 17.517.10.957 A5T7-17.510 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SiWe lt377-14.510 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tonm1 22583-31.971 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 anta s1ze 26517.27.502 2 3 1 2 3 i 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ] 7 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 ] 2 2 3 2 2 3 2 44 Slarard=090 EasHle StandadRal" 6 mSize 21517-28.516 M517.23.516 V.517-2A.518 14517-17618 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3. 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 1 1 1 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 SMde4 1t37r-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 TaMal MM-36.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 48 Shnbad Oa9age EgAW* 81MUCIPUdeT oJctom8u! 2&617-31.602 20517-26.616 17.6t7-'N518 14517-17516 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 1 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 1 1 1 1 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 7 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 Oetmn Size ShWded 12517-115111 11.377-12616 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 t 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 fi g i Tallest Standard Co6a0e 31219-37536 28517-33.2eT 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 4 3 2 2 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 16 _EgsI116 co mSue 215V-20.518 2D.517.21518 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 ] 3 2 2 2 2 3 3 2 2 2 2 3 3 2 1 7 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 7 2 2 2 2 3 3 2 2 2 € 41'� Staldam PrWM 17.617-0.615 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 `j Qstumske 14617. 17.510 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 ] 2 2 Oatmn Size 12617-14.616 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SMdea 11.377-12518 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Te6es1 36517-41.694 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 SIa7611d CASW 3t517-36.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 1 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Egt"e Stm ad RoJew 28517-31.518 21517-2.518 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 3 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 62 041mn Size 205V-23.515 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 01amlSue 17.617-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Naun She OEtam6ul 115V-17.616 13017-14.518 { 4 2 2 1 1 1 1 2 2 1 1 4 1 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 ! 2 2 2 2 4 4 2 2 2 2 4 4 2 2 i 7 4 1 2 2 1 1 { / 2 2 2 2 1 4 2 2 2 2 9 4 2 2 2 2 / 4 2 2 2 2 1 1 2 2 3 3 4 4 2 2 1 1 1 4 2 2 1 1 9 4 2 2 2 2 { 4 2 2 2 2/ 4 2 2 2 2 4 4 1 2 2 2 ! 4 2 2 2 2 Shal4sl Tenon t1861-13A78 31517-41.6U 4 3 2 4 7 1 4 3 2 4 1 1 1 3 2 4 2 2 4 3 2 4 2 2 / 3 2 / 2 2 d 3 2 4 2 2 1 3 2 4 2 2 4 3 2 4 1 1 4 3 2 4 1 1 4 3 2 4 2 2 4 3 2 4 2 2 4 3 2 4 2 2 4 3 2 4 2 2 4 3 2 4 3 2 4 3 2 4 1 1 4 3 2 4 f 1 1 3 2 / 2 2 4 3 2 4 2 2 4 7 2 / 2 2 4 3 2 4 2 2 4 3 2 4 2 2 oustom5he 39517-39.510 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 / 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 _ 75 Easltle ORam Site 35.517-39.516 32517.35.516 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3- 3 3 2 2 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 4 3 2 2 3 3 4 d 3 3 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3. 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 StaWad PlWea �.5V-3L516 3 3 1 3 l 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Omlom at— SMdest 28517-29516 21518-28.616 4 4 3 3 1 1 4 1 3 3 1 1 1 ( 3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 4 3. 3 2 2 4 4 3 3 2 2 4 1 3 3 1 1 4 4 3 3 1 1 4 4 -3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 4 ] 3 2 2 4 4 3 3 3 3 / 4 3 3 1 1 6 4 3 3 1 7 ! 1 3 3 2 2 4 4 3 3 2! 2! 3 3 2! 2 4 3 3 2 2 1 4 3 3 2 2 84 EardNte Oa46m9ize 30617-d1.014 35517-39.516 ] 4 4 3 7 1 J/ 4 3 1 1 3 4 d 3 2 2 3 4 4 3 2 2 3 4 4 3 2 2 3 4 1 3 2 2 3 4 4 3 2 2 3 4 4 3 1 1 3 4 4 3 1 1 3 4 ( 3 2 2 3 4 1 3 2 2 3 4 4 3 2 2 3 4 1 4 2 2 3 ! 4 4 3 3 3 4 4 3 1 1 3 4 4 3 1 1 3 4 4 3 2 2 3 4 4 3 2 2 3 4 4 3 2 2 3 4 4 3 2 2 3 1 1 3 2 2 01.78 StadardlmleA Tallest 31016-35516 41.M 1 4 3 4 1 1 4 4 3 4 1 1 4 4 3 4 2 2 4 4 3 4 2 2 4 ( 3 4 2 2 1 4 3 4 2 2 4 4 3 4 2 2 1 4 3 4 1 1 4 4 3 1 1 1 4 4 3 4 2 2 4 4 3 1 2 2 4 d 3 4 2 2 4 4 3 4 2! 2 4 ! { 3 3 l 4 7 4 1 1 4 4 3 1 1 1 4 4 3 4 2 2 4 4 3 4 2! 2 4 3 4 2 1 4 4 3 4 2 2 4 4 3 4 2 2 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING I hiti IAHLE. NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED .......... . TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE MAX. ANCHOR O.C. SPACING..........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK.'MR"=MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. \\\ ... LYNty �� •' `1GENSF -'•�FP �� No. 56705 7'E F (VL` iS�ONA �� J�!LMNMMILLER; P.E. P•E.g 587Q5 AMW Max.Anchor O.C. Spacing for 'IntegrelFin"Inete9etlon approved a3 complying Wllh @M Florida )tuVJiu tgX de„_ . ,y Revised SY: Date: Revision: bliaml Unde Product ardmi Revised By. Dote: Revision. - Description: Drawn &I. ANCHOR QUANTITY TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE iltle: Pala: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 (941)-480-1600 Serfes/Model: Scale: I Drawing No. Rev: CERT. OF AUni. #29296 SH-5500 NTS 9 OF 13 MD-SH5500-01 I AOL. T 1: hn450Gr0rP s Ardor Gm4v C 6mq o Anchor Quantities Required for 2/'Wdo 32'MAOe 3fi'Wde /0`Wde 98'N1tla 62-1/B'Wde 61'Wde 21'Wde 3Y Y7da 9ti Wde 40-Wide 49'Wdo 52-118-WIQe li1'Wtle iJ'Wltla 3Z'1VMa 38-Wtla 1 401 48'1NOa Ifl'Wde 62-716'Ylde 61'WICa "Through-ThroughInatallallon ,ems JAap m JwM M b x Jamb 3 Janb Jane x Jame Jvnb Jv,e Jemb Jemh Jsnb v m Janb b Jane Jamb Jamb Jm,b Jane Jamb m Jame 2< xRe[a6 Jame GIsa 7"a Laval acom San lunge 61 m s S le s$ tl¢ s 3 $ >: mi m 2s rc s flFil T1611 i $ m E b31r9hm m @ d m i $ m a z m m fs A5 Equ"Ie Slmdrd COUge 11.394 MIT-16.870 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 3 2 2 1 1 2 2 1 1 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 3 2 2 1 1 2 3 2 2 1 1 2 3 2 2 1 1 2 2 1 7 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 29 Equal{de Ste PmdeA 11.683-14.616 11-377.11.682 1 2 2 2 1 1 1 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 1 1 1 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2. 2 2 2 2 3 2 2 2 2 2 3 2 2 2 1 2 2 2 1 1 1 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 I 2 2 2 2 2 f 2 2 2 2 2 1 2 2 2 2 2 Tallest 23517. MINIS 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1` 2 1 1 3 2 1 3 2 1 3 2 1 4. 2 1 4 2 1 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 Standard Cotlge 20.958-23616 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 1 1 2 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 37.375 EqutlSte studad Pnde4 17.517.M1i5T 14.517-17.516 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 3 2 2 J 3 2 3 2 2 2 2 1 1 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 Swell 11.377-%5I6 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27.60-31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 J 2 7 3 2 Caton she 25.617-2L642 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 ] 2 2 3 2 M S1eMed Gauge Equallila 6lsnded P104e4 23.517-2&616 ffi517-23510 1T.61T-2S516 2 2 2 3 2 2 1 1 1 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 3 3 3 2 2 3 2 2 2 4 3 3 2 3 3 2 2 2 4 3 3 2 3 3 2 2 2 3 2 2 1 1 1 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 4 3 3 2 3 3 2 2 3 4 4 3 3 3 3 2 2 3 4 4 3 3 3 3 2 2 2 3 2 2 1 1 1 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 1 3 3 2 2 2 w61m162e 14.517. 17.616 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 J 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SMdat 11.3T7. 14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 -2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Ttllat 31.50-36911 1 3 1 1 3 2 t 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 SlendardCmge 211.517-31.582 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 6 3 2 6 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 48 Eq-Ma 6lended Plwlee 20.61T-2&616 1L5A-mom 2 3 3 2 1 1 2! 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 3 3 2 3 4 3 3 3 2 3 4 3 3 3 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 3 3 4 3 3 3 3 3 1 3 3 3 9 J 4 3 3 3 2 1 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 2 3 clam She 14.617.17.5f6 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 CLblun Sae M617.14516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 9 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 ] Stddal 11.877-12b16 3 2 1 S 2 2 3 2 2 3 2 2 3 2 J 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 J 3 2 3 / 2 4 4 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 33.206-37.536 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 6 2 1 5 2 1 3 1 1 3 2 1 3 2 1 3 2 i 3 2 1 4 2 1 4 2 m Slmded Ca6ge Eqn le Catem 6ae 2&517-i3.2W 23617-2&516 2a617-23.610 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 4 3 3 2 2 2 2 2 3 4 3 3 2 2 3 2 2 3 4 4 3 3 3 ] 2 2 3 5 4 3 3 3 3 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 4 3 3 2 2 2 2 2 3 4 3 3 2 2 2 2 2 3 5 -'4 3 3 3 3 2 3 3 6 4 4 3 3 3 2 3 3 5 4 1 3 3 J 2 2 3 3 3 2 1 1 1 2 2 3 3 3 2 2 2 2 2 2 3 3 '3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 4 3 3 2 2 2 2 2 3 4 3 3 2 2 3 49.a2b SIao16N P W m 17.617.20.616 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 000n Sae 14617.17.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 J 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Caton Sae 12617-14616 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shmat ll.3 -12616 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 �2 J 4 2 4 4 2 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Twat 3 517.41.644 2 4 1 2 4 2 2 4 2 2 4 2 2 6 2 2 5 3 2 5 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 9 3 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 SEMMCtllga EW"G Stamlal PWw 31.611.3&618 Ab17.31.516 2A617.24616 3 3 3 3 3 3 1 1 1 a 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 J 3 2 2 2 3 3 3 4 1 3 3 3 3 3 3 3 5 4 4 3 3 3 3 3 3 6 4 4 3 3 3 3 3 3 3 3 3 1 1 1 3 3 3 4 3 3 2 2 2 3 3 3 4 3 3 2 2 2 3 3 3 4 4 3 2 2 3 3 3 4 6 4 4 3 3 3 3 3 4 6 5 4 3 4 4 3 3 4 5 6 4 3 4 4 3 a 3 3 3 3/ 1 1 3 J 3 3 3 3 2 2 2 3 3 3 3 3 a 2 2 2 3 S 3 3 3 3 2 2 2 3 3 3 4 3 3 2 2 2 3 3 3 4 3 a 2 3 a 3 3 3 4 3 3] 2 3 62 5uiom Sao 2c5t7-2351S 3 2 1 3 2 2 3 2 2 3 3 2 4 3 3 4 3 3 4 3 3 3 2 1 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 Waldm She 1L617-20.515 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 4 3 2 1 3 2 2 4 2 2 4 3 3 d 3 7 6 d 4 6 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 J a 3 J 3 Custom Sae 14.517-17.518 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 3 3 4 2 1 4 2 2 1 2 2 4 2 2 4 3 3 5 3 4 5 3 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 ] Cublan Ste 13017-14.618 4 2 1 4 2 2 4 2 2 4 2 2 / 2 a 1 2 3 4 3 3 4 2 1 1 2 2 4 2 2 4 2 2 4 2 3 4 2 3 b 2 1 4 2 1 4 2 2 4 2 2 A 2 2 4 2 2 4 2 i / 2 9 Slloneet 11.664-13013 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2- 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 9 2 2 1 2 2 4 2 2 4 2 J Tallest 39.617-41.644 3 4 1 3 4 2 3 4 2 3 4 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4 2 3 4 2 3 5 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 Wotan 6ae 3&517-39.616 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 6 3 3 6 8 3 4 1 3 4 2 3 4 2 3 6 3 3 6 3 3 6 3 3 6 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 _ 76 Egv"e Wslom Sea M517-3&616 3251T-3S576 3 3 3 3 1 1 3 3 3 3 2 2 3 J 4 3 2 2 3 3 4 4 2 2 3 1 5 J 3 3 3 4 5 4 3 3 3 3 5 1 3 3 3 3 8 3 f 1 3 3 4 3 2 2 3 3 4 4 2 2 3 4 5 4 3 3 4 4 5 5 3 J 4 4 5 5 3 4 4 / 5 6 3 4 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 ] 3 2 2 3 J 1 4 2 7 3 J 4 4 3 J 3 3 d 4 3 J _ Slenled Pmw Me"-32616 3 3 1 3 9 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 4 5 3 4 6 4 4 6 4 3 3 1 3 3 2 3 3 2 3 3 2 3 7 '3 3 3 S 3 3 3 Wslam Saa R617.22616 4 3 1 / 3 2 4 3 2 4 3 2 4 3 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 3 2 4 4 3 5 4 4 6 4 4 S 3 1 1 3 2 4 3 2 / 3 2 4 3 2 4 9 3 4 3 3 Shwtal 25618-Z&616 4 3 1 / 3 2 4 9 2 / 3 2 4 3 3 4 3 a 4 3 ] J 3 1 / 3 2 4 3 2 4 3 2 4 3 3 4 I J 6 S I 4 3 7 / 3 2 4 3 2 I 3 2 4 ] 2 4 3 3 4 3 3 S{ Egad{de Wslam 6ae 3&617-41,644 35.61T-J&616 3 4 4 3 1 1 J/ 4 3 4 3 2 2 '4 d 4 4 2 2 4 1 5 4 3 3 4 4 fi 6 3 ] 4 4 5 4 3 3 3 1 4 3 7 1 3 4 4 4 2 2 4 4 4 4 2 2 4 / b 4 3 2 4 1 6 3 4 5 3 4 6 7 3 4 7 J 4 4 3 2 2 3 4 1 3 2 2/ 7 1 8 2 2 3 4 1 3 3 2 3 4 1 I 3 3 3 1 1 4 3 J 61eMad Prwlaa 3J318-35616 4 3 1 4 -3 124 3 2 4 3 2 4 4 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 4 2 4 ;4 J 4 1 3 5 8 1 4 3 1 4 3 2 J 3 291.70 Ttllat 41b14 4 4 1 / 4 4 2 4 4 2 4/ 3 4 6 3 4 6 3 4 { 1 1 4 2 1 4 2 1 4 2 1 6 3 4 5 3 6 6 4 4 4 1 1 4 2 I 4 2 SEE TABLES 7 & 8. SHht I 11-UK ULNUN FKt:b5UKt:b VYHtM VWNU I Hlb tA1JLt. NOTES: 1) FRAME DIMENSIONS ARE BUCK. -MR' = MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 111111t117 ��• �&I arely 49j /Z No.58705 ;r rvq_; �A�. •�` EAl (Onto T ' 1S NAl_ /7v7 ��n1I1�`•1, A. LYNN MILLER, P.E. P.E.# 58705 Revised W. Data: Revislon: ®jurRevised By: Dote: Revlelon: Dasc7lpllon: ANCHOR QUANTITY TABLE 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 CERT. OF AUTH. f29296 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES J ROSOWSKI Vile: vale: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Serfes/Model: Scale., Sheet: Drowing No. Rev: SH-5500 I NTS 10 OF 13 1 MD-SH5500-01 3.500" .062" IL POHEADIJAMB 1.483" '625"E 3.483" ►� �{' 2.444° �000� 6 .625" I II T 5 J-CHANNEL .625" I u 1.3175' 5 FRAME SILL I L 1.483" OFLANGE FRAME HEADIJAMB 3A83" �I D�- .062' 2.444" OFLANGE FRAME SILL L L 1.872" 1.641" I ---1 1.215" .065" .065" 1.375' " o o j 1 .974" .355" " FIXED 1" tow I� 060" BALANCE STOP 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER .864" .175" OLAW IG 72 BEADING .316' -1 tk .754' .035" ---+- 81 EXTRUDED SCREEN FRAME .300" 4 .750" .025' --i- T ROLLED I 82 SCREEN FRAME 3.500" ►I .062" 1.483" i OFIN FRAME HEADIJAMB 3.483" .062" � T �qD 2.444' �oo � OFIN FRAME SILL 1.483' OEQUAL LEG FRAME HEAD/JAMB 3A83" ►{ O� .062' 2.444" a�000l OEQUALLEG FRAME SILL .070"41.0600 .715' 1.185" OLIGHT SASH 23 REINFORCEMENT + 1A84" J___� 070" .810" -►I Imo- .150, OHD SASH 25 REINFORCEMENT O70' ---1 1.182" .070" 791' 1.036" 1.041" T' -L L .130" 1.331" jam- 1.340" �- STANDARD HD MEETING RAIL 26 MEETING RAIL 27 REINFORCEMENT REINFORCEMENT E 22A00" 1L}�� 2.t76' 1.472° �{ 1.565' .590" .471° .590° .34T .L070' �dJl� .050" .070"" .050" �1 D19LIFT RAIL LIFT RAIL BEVELED BEVELED INTERLOCK 20 INTERLOCK COVER 21 INTERLOCKS 22 INTERLOCK COVER I.YNN i _ No. 58705 •' ?' t S,A E F <<f7 V •.FLORID �`. •'• G\`� A. LYNt{ M140EI't, P.E. P.E.# 68705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Approved ss eomplyiog with @1' F7orldn lluidlnv V.,6 _ Revision: Revision: Description: yawn oy: WINDOW EXTRUSIONS J ROSOWSKI Title: Dote: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS I 11 OF 13 1 MD-SH5500-01 FFreRIF,�. Bill of Material # Part # Description Material 1 620101 lzAngle Hung Frame Head & Jambs - J-Channel PVC 2 1 620102 Isingle Hung Frame Head & Jambs - Flange PVC 3 1 620103 ISingle Hung Frame Head & Jambs - Fin PVC 4 620104 1 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SWDH Frame Sill -J-Channel PVC 6 620106 SWDH Frame Sill - Flange PVC 7 1 620107 ISFVDH Frame Sill - Fin PVC 8 1 620108 SWDH Frame Sill - Equal Leg(Box PVC 141 620131 IFixed Meeting Rail PVC 16 1 620129 1 Sash Rail (Sides, Top & Bottom) PVC 17 1 620134 IBalance Cover PVC 18 1 620133 ISash Stop/Screw Cover PVC 19 1 20156 Pull Rail Interlock 6005 T5 AI 20 620144 Pull Rail Interlock Cover PVC 21 1 620167 1 Beveled Interlock 6005 T5 AI 22 1 620145 IBeveled Interlock Cover PVC 23 620150 ILight Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6063 T6 At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 1 61825 Weatherstrip Plug, .220" Finseal 35 78X1 MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 72 HPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 1 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 36 720210 IWeep Hole Cover PVC 40 720XI000( Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS TARI F 19. COM Bill of Material, cont. # Part # Description Material 45 7201 77 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cost Znc 47 720195&6 Auto Lock Cover Assembly Cost Znc 48 76X1180PTX #6 x 1" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 ?76X34PPA #6x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 L/R Beveled Tilt Latch Corner Key PVC 52 420182 LIR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4' Ph. FH SDS (Corner Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 P' Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 1 720192 1 Metal Tilt Latch Finger Pull Cast Znc 691 420180 1 Pivot Bar Comer Key PVC 60 1 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cost Znc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 85 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Znc 67 ?7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lemi_I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/8" x 1" x 118"), 65 +/- 5 duro. EPDM 76 Quanex SuperSpacer nXr with Hot Melt Butyl Composite 77 Quanex Duraseal Spacer Composite 78 Cardinal XL Edge Spacer Composite 80 51012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGL821 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X2 PVC 85 7CASPM Tension Spring SS 86 6181BC46 Screen Cloth Fiberglass 87 161835161614 .M" Screen Spline (Machine/Hand Rolled) Vinyl 11111111/ wlrb th. ��•�0<J'I LrlvN 'ice xewaea r/y: uore: RevlePon; �waa 2,w.�r�. v-, ,........ M/( ii kl7 eml Dnde PCodact eirat Revised Dr. Date: ivy '40. 58705 try`: Y ® Description: Drawn By: '. % 1 f BILL OF MATERIAL (BOM) J ROSOWSKI o , ST TEOF ''•FCORIDF` ••' 1`?� 1070 TECHNOLOGY DRIVE 77t1e: Date: NOTES: Ss7�' •• ' '�N�\1` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 111 j i l ij i t"1,.. (got)-48o—t soo Serree/Model: Scale: Sheet: Dmwfng No. Rev: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO SE LABELED FOR AAMA EXTRUDER CODE. A. LYNN MILLER, P.E. 2) ITEMS # 9-13. 15, 24, 28. 29. 34, 39, 61. 62, 68-71.73 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p,E# 58705 CERT. OF AIFiH. 29296 SH-5500 NTS 12 OF 13 MD-SH5500-01 OPT. SWEEP LOCK OPT. AUTO LOCK ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FRAME \ Ny LYNN // -- Revised By: Data. Revision: Alisml Dadc P[adq opts ASSEMBLY OGENS��9/�� OY.. DETAILS }<<:• `P Revised By: Date: Revision: _ ND.58705 \`\ - _ ® Descrfptlon: Drown By: EXTERIOR _' '.� 7 �S :,w EXPLODED ASSEMBLY J ROSOWSKI NOTES: Cam•. FiAfE OF ' . �(V\ 1070 TECHNOLOGY DRIVE Title: Dale: �(<`,'•..<ORIOP,.�; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. / �sS CD �\ 2 J-CHANNEL FRAME SHOWN, PARTS # 1 8 5.OTHER FRAME TYPES APPLY. // �nNAI_ 1�N.� (941)-480-1600 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 ti 7. lq.�yN�1IMILLER, P.E. Series/Modal: Scale: Sheet: Drawing No. Rev: 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.# 58705 CERT. OF Al1TH.29296 SH-5500 NTS 13 OF 13 MD-SH5500-01