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HomeMy WebLinkAbout3. Florida Product Approval SLIMFRONT - SS3520 FL#26048 (1)GENERAL NOTES: SS-3520 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING: SEE GLAZING DETAILS ON SHEET 6 & GLAZING TYPES ON SHEET 8. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E 1300. C) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES_ ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208, 8717, 17-7007, 17--7538 & 17-7538-R02 _ANCHOR NOTES: 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2. 4. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 5. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS. 6. IF THE JAMBS ARE ANCHORED TO THE SUBSTRATE: A) THE SPACING IS GIVEN IN TABLES 5 & 6 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. IF THE JAMBS ARE ANCHORLESS: A) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO CLUSTER ANCHORAGE FROM TABLES 3 OR 4 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS. B) DETERMINE THE JAMB DESIGN PRESSURE FROM TABLE 9. 7. THE LOWEST DESIGN PRESSURE FROM ALL TABLES REFERENCED ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH A COMPATIBLE STOREFRONT ENTRANCE DOOR, THE LESSER DESIGN PRESSURE OF THE DOOR OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. ITVI.1�W, TABLE 1: Min. Edge Min. Min. O.C. Group Anchor Substrate Distance Embedmentl Distance P.T. Southern Pine (SG=&55) 1" 1-3/8" 1" Aluminum, 6063-TS #14 Steel or (0.125" min. thickness) 3/8' 118" 5/8" A 410 SS SMS (G5) Steel, A36' (0.125" min. thickness) 3/8" 1!8" 5/8" Steel Stud, A653 (0.045" min. thickness) 3/8" .045" 5/8" Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 3" Grout -Filled CMU, 1/4" Elco Ultracon (ASTM C-90) 2 1/2" 1 3/4" 4" B Ungrouted CMU, 2-1/2" 1-1/4" 6" (ASTM G-90) 1/4" Elco 410 S.S. Ungrouted CMU, CreteFlex (ASTM C-90) 2-1/2" 1-1/4" 6" Ungrouted CMU, 5116" Elco Ultracon (ASTM C-90) 3-1/8" 1-1/4" 6" 1/4" Elco 410 Concrete S.S. CreteFlex (min. 3.35 ksi) 2-1/2" 13/4" 3" Concrete C (min. 3.52 ksi) 3-1/8" 5/16" Elco Ultracon Grout -Filled CMU, (ASTM C-90) 2 1/2" 2 1/4„ 51, Concrete 3/8" Large Diameter (min. 3 ksi) 3" 1 1/2" 4" D I1W Tapcon Ungrouted CMU, (ASTM C-90) 3" 1-1/2" 6" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 CONTENTS: GENERAL NOTES, INSTRUCTIONS......................................1 ANCHOR TYPES, TABLE 1.....................................................1 ELEVATIONS........................................................................... 2,3 5" HORIZ. SECTIONS..............................................................4 7" HORIZ. SECTIONS..............................................................5 VERT. SECTIONS....................................................................6 INSERTS...................................................................................7 GLASS DP, TABLE 2 & GLAZING TYPES...............................8 MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3......9 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4......10 JAMB ANCHOR SPACING - 1/4" SHIM, TABLE 5................... 11 JAMB ANCHOR SPACING - 1/2" SHIM, TABLE 6...................12 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7......... 13 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 8......... 14 VERTICAL MULLION DP, TABLE 9.........................................15 EXTRUSION PROFILES.......................................................... 16 CORNER DETAILS..................................................................16 PARTS LIST, TABLE 10........................................................... 16 L• VICE * No.5 ��0� •. ASA .F<OF /O 111 LLER, P.E. i8705 MAX. O.C. DISTANCES REINFORCED UNREINF. UNREINF 5" MULLION 5" MULLION 7" HD MULLION 24" 14-3/8" - -- 24' 1: M. FIR, HEI MAX. END DISTANCES REINFORCED 5" MULLION UNREINF. 5" MULLION UNREINF 7" HD MULLION 24" 12-7/8" 24" SEE TABLES 7 SEE TABLES &8FOR 3&4FOR MID -PANEL CLUSTER ANCHOR ANCHOR QUANTITY QUANTITIES I __ SEE TABLES 7 SEE TABLES &8FOR 3&4FOR MID -PANEL CLUSTER ANCHOR ANCHOR QUANTITY QUANTITIES SEE TABLES 7 SEE &8FOR STOREFRONT MID -PANEL DOOR ANCHOR APPROVALFOR QUANTITY SPECIFICATIONS i I 6 MAX 4X. A i GH 4 5 T SEE O.C. SPACING ON TABLES 5 & 6-- I 6 MAX. f - - ` REINFORCEMENT SEE TABLE 9 f B I —_ -- - -- __ 1/4" NUT & BOLT, SEE SHEETS 4 & 5 -- --- --- 6J 4 - -- - - + MULTIPLE HORIZONTAL — MULLIONS ALLOWED, 60"MAX. LENGTH D 4 I I 3-1/2" MAX. �- ! SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &8FOR 3&4FOR &8FOR 3&4FOR MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES NOTES: 1. IF COMBINED WITH A COMPATIBLE STOREFRONT ENTRANCE DOOR, THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR THE WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. SEE SHEET 8 FOR DAYLIGHT OPENING (DLO) FORMULAS. - - -- --- I ' _Ir_ ___ ___. h_________-_____- I I I / i I I I i L_ ATTACHED COMPATIBLE STOREFRONT j DOOR & TRANSOM, SEE SEPARATE -i APPROVALFOR SPECIFICATIONS ------------- I I IL _ I I SEE TABLES 7 SEE & 8 FOR STOREFRONT MID -PANEL DOOR ANCHOR APPROVALFOR QUANTITY SPECIFICATIONS TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF HORIZONTAL MULLION & STOREFRONT DOOR 120" MAX. FRAME HEIGI (DOOR MAY LIMIT MA? HEIGHT, SEE SEPARATE APPROVAL ON GENN���( * No.58705 STA E OF Cps''•F�ORIDP•.•'G\�� NAL 111111100 A. LYNN MILLER, P.E. P.E.# 58705 MAX. O.C. DISTANCES REINFORCED 5" MULLION UNREINF. 5" MULLION UNREINF 7" HD MULLION 24" 14-3/8" 24" MAX. END DISTANCES REINFORCED 5" MULLION UNREINF. 5" MULLION I UNREINF 7" HD MULLION 24" 1 12-7/8" 24" SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 USE HALF THE &8FOR 3&4FOR &8FOR 3 & 4 FOR &8FOR 3 & 4 FOR &8FOR 3&4FOR &8FOR CLUSTER ANCHOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL QUANTITY SHOWN IN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR TABLES 3 & 4 QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY r 24" MAX —_ ---- REINFORCEMENT_ SEE TABLE 9 24" MAX. O.C. e li III i III I -- ------- �- I ------ — �__ ----------------- A - B T 4 5 1/4" NUT & BOLT IF REINFORCEMENT IS REQUIRED, SEE SHEETS 4 & 5 --� —_ �� 1/4" NUT & BOLT, SEE SHEETS 4 & 5 - -- _REINFORCEMENT SEE TABLE 9 -- P 7 -- / ATTACHED PTAC LOUVER,-- SEE SEPARATE --- APPROVAL FOR -J' SPECIFICATIONS 7' A 4_ 5 H ---� 6--� p ATTACHED 7/ L WINDOW, SEE SEPARATE APPROVALFOR SPECIFICATIONS © - 6" MAX. _ L_ _ _ SEE O.C. — SPACING ON TABLES S&6 �7J -- .; 1 _ _ _ J-I _ -L _ _ _ ,r —� - _ _______ _r_____________ _--"' _ _, L_.r___________— J --I KNEEWALL BY OTHERS �- I i I I I I I II I 7 USE HALF THE SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES 3 & 4 FOR CLUSTER ANCHOR & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR & 8 FOR CLUSTER ANCHOR QUANTITY SHOWN IN MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL QUANTITIES (SPLIT TABLES 3 & 4 ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR BETWEEN ADJOINING QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY WINDOWS) TYP. ELEVATION OF ANCHORLESS JAMB NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED PGT, CGI OR WINDOOR WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 8 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES ------------------ ------ OF WINDOW INSERT, PTAC INSERT & KNEEWALL 3-1/2" MAX. 6" MAX 1 � uoy SEE O.C. SPACING ON TABLES 5 & 6 Y 1 O 0 6" MAX. SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY W � W z O J } n QUe Y m m z LL o=w— aWzo ¢^za a�zm r �W aaW QoW F-NK UOF > z 0 0 U�� U< N`LYP( �Q • .. E �'� .• VICN, * No.587 ST TE� �s tORIC S/ANAL '770, 01 1 1 1 1 ' i m Z O Q W J W LLER, P.E. i8705 T M N co O J N O N LID w �� oN Z O L0 M A EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER — SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETE/CMU PER INCHOR REQUIREMENT, 2X WOOD BUCK OR WOOD FRAMING EXTERIOR 15 1/2" MAX. SHIM y� EMBEDMENT EDGE DISTANCE ' TYP. ANCHOR TYPE, ° EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. DETAIL A� INTO MASONRY OR WOOD REQUIRED AT EACH ANCHOR LOCATION, MIN. 3" LENGTH REINFORCEMENT I (IF REQUIRED) DAYLIGHT OPENING WIDTH OPTIONAL LAMI IG GLASS SEE BACKBEDDING DETAILS, SHEET 6 1 X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. DETAIL A2', 1 THRU 1X WOOD �_-INTO MASONRY =4 FOR ANCHORLESS JAMBS, MUST BE CONTINUOUS FOR THE \ FULL HEIGHT OF THE JAMB. I CONCRETE/CMU \ PER ANCHOR REQUIREMENT EXTERIOR 112" MAX..SHIM --� INSTALLATION NOTES: DETAIL B� MULLION FRAME WIDTH INSTALLATION SEALANT AND DETAILS BY OTHERS TO ACCOMMODATE MOVEMENT AT GREATEST DP. 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE 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. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. 'DETAIL A4,' INTO METAL SEE CA)& Ll SHEET2 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. EXTERIOR 1/2" MAX. SHIM DETAIL A3� ANCHORLESS I JAMB J 1/4" NUT & BOLT IF REINFORCEMENT IS REQUIRED, 24" MAX. FROM EACH END AND 24" MAX O.C. 1/4" NUT & BOLT, 24" MAX. FROM TOP OF FRAME, REQUIRED FOR TRANSOM HEIGHTS OVER 22-1/4" (SEE SEPARATE APPROVAL) EXTERIOR REINFORCEMENT, 15 IF REQUIRED APPROVED MULLION, ALUMINUM OR STEEL FRAMING. SEE TABLE SHEET 1. EDGE DIST. 1/4" NUT & BOLT, 24" MAX. FROM EACH END AND 24" MAX O.C. (SEE SEPARATE APPROVAL) EXTERIOR U r DETAIL E l STOREFRONT WINDOW TO TRANSOM, DETAIL D STOREFRONT I WINDOW TO DOO� T�i i ATTACHED COMPATIBLE STOREFRONT DOOR, SEE SEPARATE APPROVALFOR SPECIFICATIONS ATTACHED COMPATIBLE {� STOREFRONT DOOR TRANSOM, SEE SEPARATE �II'I APPROVALFOR SPECIFICATIONS �L .5?' �_____ L�'-- I .0 C� cam.+ •.. V o $ ci z G1iJ a 0 0w C � aw o� G O z U 3�M� O N m m 93: Z ® N � O N (loam * No.! •'•F40R �11111'04A /0111l En J Q H W 0 W F_ En V/ 0 z NZ LL LL W af ,7. co N M O 9 N O N co z O N LID 6 U) NlV2jj NSF . CC 3705 OF ��; II\\\ -LER, P.E. 8705 „ay - — D EMBEDMENIT� T MASONRY MULLION ETAIL T- 'DETAIL S4'. , Y _ I INTO MAINTO-MET-AL 11 ----- / OR WOOD -- OPTIONAL (14�� OPTIONAL 13 REQUIRED AT EACH �_ SEE ��& �Bj EDGE � EDGE -�� ANCHOR LOCATION, SHEET2 I/ DISTANCE �I I MIN. 3” LENGTH � I DISTANCE rI-. _ TYP. ANCHOR TYPE, $1 EMBEDMENT AND EDGE _ {r �J DISTANCE PER SUBSTRATE, fo� SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, ---_. --- DAYLIGHT OPENING WIDTH ------ -- _ EMBEDMENT AND OPTIONAL O EDGE DISTANCE PER - - _ I� APPROVED MULLION, Y � SUBSTRATE, SEE LAM[ IG GLASS _ --ALUMINUM OR STEEL FRAMING. (n j TABLE 1, SHEET 1 �- I� III SEE TABLE 1, SHEET 1. > N (40 --� C`D CONCRETE/CMU PER I - - U O ANCHOR REQUIREMENT, -- 2X WOOD BUCK OR - - __ ---- -�ll �_�--_� --- WOOD FRAMING ----- - - - - `-`�'�-- --- `L J SEE BACKBEDDING EXTERIOR EXTERIOR -- - -�-� 42 3 -- 41 �J co �1\ DETAILS, SHEET 6 3 J CV 1/2" MAX. SHIM -� - 1/2" MAX. SHIM ---- FRAME WIDTH ---—--------- amwQ W iV ~CC 0 ❑ ❑ 0 ,yvey o- i0 IN t W o (n EMBEDMENT 1X WOOD , w ::nna BUCKSTRIP, SEE O ¢ _ ^ 0 V% NOTE 2, THIS SHEET. DETAI I- S3 U 9 3 m !— ° %r////TJJJ//�/TTT LL ANCHORLESS ® m U DE STHRU IX OD 11 % JAMB ! INSTALLATION NOTES: ® Z LL rn W . 3 0 ❑ � 1. USE ONLY SUBSTRATE APPROPRIATE <9 o G Z �aayg j I INTO MASONRY 1 /�, ANCHORS, FOLLOW EMBEDMENT, EDGE o v DISTANCE AND SUBSTRATE REQUIREMENTS w 0 > PER TABLE 1, SHEET 1. ANY INSTALLATION = w rn of Z ~ DISEDGETANCE' I OPTION SHOWN MAY BE USED ON ANY SIDE z ¢ Now U of Z Z OF THE WINDOW. ALL ANCHOR HEAD TYPES o O m w = O 317J5 ARE ALLOWED. 0 N = 3 ICJ O m LL CV I, > 0 ua. W TYP. ANCHOR TYPE, 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK m Z LL w > z_ 1, o � ARE TO BE CONSIDERED 1X INSTALLATIONS. w X ui " O 3 ¢ O EMBEDMENT AND / U L) o ,� w _ FOR ANCHORLESS JAMBS, 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY w - m v - EDGE DISTANCE PER ° < w z w a < cwi - MUST BE CONTINUOUS FOR THE BE INSTALLED DIRECTLY TO SUBSTRATE. w o w SUBSTRATE, SEE a I FULL HEIGHT OF THE JAMB. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" o m a o Z aoL nsai ° sauac TABLE 1, SHEET 1. THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO // CONCRETE/CMU PROPERLY TRANSFER LOADS TO THE \�% PER ANCHOR -sr, �'/ t - STRUCTURE. WOOD BUCK DESIGN AND LiCENs C REQUIREMENT �� " EXTERIOR ✓ ii� INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. •'. MAXIMUM SHIM THICKNESS TO BE AS = * NU. 58705 � REQUIRED BY TABLES 3-8.- 1/2" MAX. SHIM - -- INSTALLATION SEALANT AND DETAILS BY OTHERS TO ACCOMMODATE O ' (J MOVEMENT AT GREATEST DP. Off'. S TE F (V ` /ONAL ENG``• ///0 11111111\ A. LYNN MILLER, P.E. P.E.# 58705 DETAIL R THRU I WOOD CONCRETE/CMU PER INTO MASONRY ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE EDGE NOTE 2, THIS SHEET. DISTANCE . �. 1/2" __f MAX. EXTERIOR DAYLIGHT OPENING HEIGHT FRAME HEIGHT EXTERIOR a SEE BACKBEDDING DETAILS, THIS SHEET OPTIONAL LAMI IG GLASS DETAIL F2 NTO WOOD 2X WOOD BUCKSTRIP f �� OR FRAMING, SEE ANCHOR NOTE 3, SHEET' HEET 1 EMBEDMENT \ Iy \ L 1/2" MAX. EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DETAIL F3 INTO MASONRY CONCRETE/CMU PER ANCHOR -- EDGE EDGE __ REQUIREMENT DISTANCE DISTANCE ° o EMBEDMENT 1/2" MAX. TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. EXTERIOR a INSTALLATION NOTES: 60" MAX. HORIZ. MULLION LENGTH 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DETAIL G DISTANCE AND SUBSTRATE HORIZ. MULLION REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. REQUIRED AT EACH ANCHOR �J LOCATION, MIN. 3" LENGTH 1/2" MAX. SHIM 1 EMBEDMENT V -- CONCRETE/CMU PER a ° EDGE _ ANCHOR REQUIREMENT DISTANCE DETAIL H INTO MASONRY 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE 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. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. Glass Types 1 9/16" Lami.: 1/4" HS, .090" PVB, 1/4" HS 2 9/16" Lami.: 1/4" HS, .090" SG, 114" HS 3 1-1/4" Lami. IG: 1/4" HS, .090" PVB, 1/4" HS, 7/16" Airspace, 1/4" Temp. 4 1-1/4" Lami. IG: 1/4" HS, .090" SG, 1/4" HS, 7/16" Airspace, 1/4" Temp. 1) PVB & SG INTERLAYERS BY KURARAY AMERICA, INC. 2) GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. EMBEDMENT 1/2" MAX. EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. GLAZING DETAILS APPLY BACKBEDDING ALONG ENTIRE PERIMETER 42 FOR ALL GLASS TYPES 3/4" 3/4" GLASS 4,1 EXTERIOR BITE a SEE C NOTE APPLY BACKBEDDING ALONG ENTIRE PERIMETER 42 FOR ALL GLASS TYPES 3/4" GLASS 41 EXTERIOR BITE a SEE GLAZING NOTE BELOW DETAIL F4 NTO METAL APPROVED MULLION, ALUMINUM OR STEEL FRAMING. SEE TABLE 1. SHEET 1. GLAZING NOTE:_ FOR GLASS TYPES 1 & 3: APPLY BACKBEDDING ALONG ENTIRE PERIMETER FOR GLASS TYPES 2 & 4: APPLY BACKBEDDING ALONG 20" FROM EACH CORNER EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. K w sw z� ow Q0A r z LL xw �UUo QhZe K�>� * No. ; SAT �s'•.'c[OF llll, A. LYNN M P.E.# Z O U W U) U) U) O Of U J Q U_ H Ix W lb N 0 C aloe J � � J J N a En M W N o = W = - ON in 9MO i Q0 LL O O 0 Z laay, U) Z Z O a1O'S W' O u- N W W' M O Fb U) „i 111 N$F pj��� i 8705 OF (V \ IDP. •''G\�� 1111�` -LER, P.E. ,8705 EDGE aN y; - jDISTANCE I^ PTAC LOUVER &WINDOW INSERT NOTES: EMBEDMENT — - - _ 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL r j DETAIL- J j 2�s-- - 1 WINDOW INSERT REQUIREMENTS AND _ 1 PTAC INSERT J �`--� ----- -- — _Z/ INSTALLATION. - 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY 1/2„ MAXI DETAIL N APPROVED PGT, CGI OR WINDOOR WINDOW WITH A--"- "' SHIM ' LWINDOW INSERT FLANGED FRAME. - 7 -- --- - REFER TO PTAC LOUVER 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC ---APPROVAL FOR LOUVER LOUVER REQUIREMENTS AND INSTALLATION. INSTALLATION REQUIREMENTS 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (PTAC LOUVER OR WINDOW I INSERT) THE LESSER DESIGN PRESSURE VALUE OF O ANY ASSEMBLY OR THE STOREFRONT WINDOW, * - l SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE - J .T '� N coF SYSTEM. II � „ I PGT, CGI OR WINDOOR � FLANGED WINDOW (AWNING 0 M k= r INSTALLATION NOTES: O SHOWN), REFER TO SEPARATE (1) `"1 Cf J ��1 APPROVAL FOR INSTALLATION O al°o 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, h`' REQUIREMENTS Q' FOLLOW EMBEDMENT, EDGE DISTANCE AND ' q " FI J SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET��-� REMOVE GLAZING - 1. ANY INSTALLATION OPTION SHOWN MAY BE w'r,.j�_-�! ,� A N LEG AS REQUIRED USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR — > FOR PTAC LOUVER HEAD TYPES ARE ALLOWED. I� a �- '-X� e Q N INSTALLATION W L0 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO _ M BE CONSIDERED 1X INSTALLATIONS. 1X WOOD •cd b z Q EXTERIOR BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED L?- _____ r , V-774 c N ----- DIRECTLY TO SUBSTRATE. WOOD BUCKS EXTERIOR - _ ---� DETAIL O n. W r- 112" MAX. SHIM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X WINDOW INSERT O o w AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED (n HMO � � °� � CD PROPERLY TRANSFER LOADS TO THE - - 2 j z L _ STRUCTURE. WOOD BUCK DESIGN AND DETAIL K � � INSTALLATION IS THE RESPONSIBILITY OF THE U ® p 1?� LL EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAXIMUM 3 rn O Q PTAC INSERT �i Z z" IZ + SHIM THICKNESS TO BE AS REQUIRED BY TABLES 4D Q r % 7� O 3 0 3-8, SHEETS 5-10. �-J (7 o Q G. a4 _ s U E U) Z 7a > yl EDGE ! w _J > DISTANCE '~ w p N Q ~ Wj m z Z 2 Z o O as w W BjO°s /OR 11 --� 1.000"�-- ��I, 1.000" �f PGT, CGI OR WINDOOR `-� `6� < U = 3 N W N A B A B FLANGED WINDOW (AWNING 1 OR�11 } p o K o= w Lo _SEE 0& (2��� OSEE �& SHOWN), REFER TO SEPARATE O l m z w > z c� o SHEET 2 \r SHEET 2 APPROVAL FOR INSTALLATION woo. zo 0 3 W O co .. _ REQUIREMENTS - --- _ a n U o¢ o z U) PTAC LOUVER, REFER TO 40 h U) SEPARATE APPROVAL FOR - I I I r =,'-1 INSTALLATION REQUIREMENTS c1i,�� _, � Jr1y`��'t 'V10ENSF• � * No. 58705 * —_ __ - ��. f S 7E OF DETAIL L REMOVEGLAZINGLEGAS� DET M DE L ___REMOVE GLAZING LEG EXTERIOR DETAIL Q %��` F-ZORIOP.'•o\ REQUIRED FOR PTAC EXTERIOR @WINDOW INSERT r-' ----- , S ••••' PTAC INSERT _ LOUVER INSTALLATION v - PTAC INSERT ! -: WINDOW INSERT _: �S WINDOW INSERT 77/7S10NAL I� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: Max. DP due to Glass Limitations, psf Centerline Width Frame Height Glass Types 1 8 3 Glass Types 2 8 4 24- 48" +70 /-80 +90 /-120 30- +701-80 +90 /-120 36' +70 h80 +90 /-120 42' +701-80 +90 /-120 a. +70 /-80 +901-120 54- +701-80 +90 /-120 60- +70 /-80 +90 /-120 70' +70 /-80 +90 /-120 72' +701-80 +90 /-120 84' +70 /-80 +90 /-120 90' +70 /-80 +901-120 92- +70 /-80 +90 /-120 96- +701-80 +90 /-120 102" +90 /-120 108" +901-120 120" +90/-120 132" +9D /-100 144" +90/-100 24- 60" +70 /-80 +90 /-120 30- +701-80 +90 /-120 36- +701-80 +90 /-120 42- +701-80 +90 /-120 48' +70 /-80 +90 /-120 54' +70 /-80 +90 /-120 60' +701-80 +90 /-120 70- +701-80 +90 /-120 72' +701-80 +90 /-120 84, +90 /-119.5 90' +901-115.2 92. +901-114 96- +90 /-111.7 102" +901-100 108" +901-100 129' +90 /-100 144" +60 /-60 24- 72" +70 /-80 +90 /-120 30' +701-80 +901-120 36' +70 /-80 +90 /-120 42' +70 /-80 +90 /-120 48' +70 /-80 +901-120 54- +70 /-80 +90 /-120 60. +70 /-80 +90 /-120 70' +901-120 72' +90 /-120 84' +90 /-100 90. +90 /-loo 92- +90 /-100 96. +901-100 102" +61.2 /431.2 108" +59.4 /-59.4 120" +56.6 /-56.6 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FR HE CENTERLINEH CENTERLINEDTHWID _7 FRAt DLO WIDTH DLO WIDTH HEIG DLO CENTERLINE DLO HEIGHT / HEIGHT HEIGHT AME GHT /1" FRAME DLO WIDTH HEIGH I DLO HEIGHT CENTERLINE HEIGHT I I �— FRAME WIDTH FRAME WIDTH 1" AE HT DLO (DAYLIGHT OPENING) FORMULAS: FRAME WIDTH - 4" = DLO WIDTH FRAME HEIGHT - 4" = DLO HEIGHT i CENTERLINE WIDTH - 3" = DLO WIDTH CENTERLINE HEIGHT - 3" = DLO HEIGHT CENTERLINE WIDTH - 1-1/2" = GLASS WIDTH CENTERLINE HEIGHT - 1-1/2" = GLASS HEIGHT FRAME WIDTH - 2-1/2" = GLASS WIDTH FRAME HEIGHT - 2-1/2" = GLASS HEIGHT 1-1/4" NOM. I.G. 9/16" LAMINATED GLASS STACK 9116" LAMINATED GLASS STACK GLASS STACK .090"PVB INTERLAYER "—.-.090" PVB INTERLAYER 1!4" HEAT- STRENGTHENED 1/4" HEAT- GLASS 7/16" AIRSPACE STRENGTHENED GLASS EXTERIOR 36-39 1/4" TEMPERED GLASS <� GLASS TYPE 1 GLASS TYPE 3 1-1/4" NOM. I.G. 9116" LAMINATED 9/16" LAMINATED GLASS STACK GLASS STACK GLASS STACK —.090" SG INTERLAYER .090" SG INTERLAYER 1/4" HEAT - STRENGTHENED 1/4' HEAT- GLASS �---7/16" AIRSPACE STRENGTHENED GLASS EXTERIOR 36-39 114" TEMPERED GLASS a GLASS TYPE 2 GLASS TYPE 4 Glass Types 1 9/16" Lami.: 1/4" HS, .090" PVB, 1/4" HS 2 9/16" Lami.: 1/4" HS, .090" SG, 1/4" HS 3 1-1/4" Lem i. IG 1/4" HS, .090" PVB, 1/4" HS, 7/16" Airspace, 1/4" Temp. 4 1-1/4" Lam i. IG: 114" HS, .090" SG, 1/4" HS, 7116" Airspace, 1/4" Temp. 1) PVB 8 SG INTERLAYERS BY KURARAY AMERICA, INC. 2) GLAZING FOR ALL GLASS TYPES MEETS ASTM El300 FOR ALL APPROVED SIZES. 1�111 t I11j7 * No. 588705p * = STf IO.�✓�\ S+ �C, . 10NAL E A. LYNN MILLER, P.E. P.E.# 58705 TABLE 3: CENTERLINE CENTERLINE 7a WIDTH 1 -�-- WIDTH 2 SILL SHOWN, m HEAD SIMILAR Q n FRAME w FOR ANCHORLESS JAMBS HEIGHT I USE ONLY HALF OF THE ANCHORS Oz SPECIFIED IN TABLE 3, AND: O Z CENTERLINE =CENTERLINE a i WIDTH WIDTH 1 uoq u�sa4 naa Y DD 3" -- 3" U) FOR INTERIOR MULLION CLUSTERS CL 01OR 0 N USE THE QUANTITY OF ANCHORS SPECIFIED EE TABLE R SHEET t OIN TABLE 3, AND: -�I ANCHOR MIN. O.C. SPACING, 4" MAX. O O AVERAGE CENTERLINE + CENTERLINE SEE TABLE 1, SHEET 1 FOR of 2 a1o4 CENTERLINE = WIDTH 7 WIDTH 2 ANCHOR MIN. O.C. SPACING, 4" MAX. U) J WIDTH 2 r J W U) o _J N a Q `n M uro p W N U _:i z c U C W G O w � -ON �i 0, (� .`1M0 <~ � � N V • 30�M LL ZZwN O O z _o o as ® ro U) K w 8i F Z �w O> N Z 00o N ZZTZZ N Q N V �0N glp�s j n OJ w H LL a0� 'x-zo0 < M W N mp�o mox w W W to ozLL� azc0 o J ti M KwUm Oa w m r K-w Q<U F O a w Z m apq .asaa sauas `�. P���.'. ViCENSF���� No.58705 * _ St �v T ATE OF ✓� ��� •FC ORIDP..•'• ���� G\ 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER /�SSi/�NAL 1 t N 0� �\ DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. A. LYNN MILLER, P.E. 2, FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. P.E.# 58705 Mullion Anchor Cluster DP atHead/Sill, (+/- pstj shim Th ickness: va^ Average Centerline Wirth Frame Height Gmup'A" Anchor Quantity Group "B" Anchor Quantity Group'C' Anchor Quantity Group "D" Anchor Quantity 4 6 4 6 4 6 4 6 za• � 1zo.o 1zo.o 1zo.a 1zo.o 1zo.o 1zo.o 1zD.o 1zD.o 30• 1zo.o tzo.o 72o.D tzD.o 1zo.o tzo.o 1zo.o 1zo.o 36' 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 az• 1zo.o 1zo.o t2o.o 1zo.o t2o.o 120.0 1zo.o tzo.o 48" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 54' 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 60" 120.0 120.0 120.0 t20.0 120.0 120.0 120.0 i20.0 70• tzD.D t2o.o 1zo.o 1zo.o tzo.o 1zD.o 1zo.o tzo.o 72' 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 84' 120.0 120.0 120.0 120.0 120.0 i20.0 1z0.0 120.0 90' 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 97 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 %• 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o 120.0 102' 120.0 120.0 12D.0 I20.0 120.0 120.0 120.0 720.0 toe• 1zo.o 1zo.o tzo.o 1za.o 120.0 1zo.o 1zo.a 1zo.o 120' 120.0 120.0 120.0 720.0 120.0 120.0 12D.0 120.0 1az• 120.0 1zo.a 1zo.o tzo.o 1zo.o 1zo.o 1zo.o 1zo.D t44' 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 24' � t20.0 120.0 120.0 i20.0 120.0 120.0 120.0 IZ0.0 30• 120.0 120.0 120.0 120.0 120.0 1T0.0 120.0 120.0 36' 720.0 120,0 120.0 12D.D 120.0 120.0 120.0 120.0 42' 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.D 120.0 12D.0 120.0 120.0 5a' tzo.o 1zo.o 1zo.o 1zo.o 1zo.o 120.0 1zo.o tzo.o 60' 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 rz• 1zo.o 72o.a tzo.o tzo.o tzo.o t2o.D tzo.o tzo.o 84' 120.0 120.0 120.0 120.0 i20.0 120.0 720.0 120.0 90' 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 92' 120.0 120.0 120.0 120.0 120.0 t20.0 120.0 120.0 96' 120.0 120.0 120.0 12D.0 120.0 720.0 120.0 120.0 102' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1z0.0 10e" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120' 120.0 120.D 120.0 120.0 120.0 120.0 12D.0 120.0 132' 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 744' 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 24' 72• 120.0 120.0 I20.0 120.0 720.0 120.0 120.0 120.0 30' i20.0 120.0 120.0 120.0 120.0 t20.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 i20.0 120.0 42' 120.0 120.0 120.0 120.D 120.0 120.0 I20.0 i20.0 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 54' 120.0 720.0 17e.5 120.0 120.0 120.0 120.0 120.0 60' 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 70' 120.0 120.0 711.2 i20.0 120.0 120.0 120.0 120.0 72' i20.0 120.0 iii.1 120.0 120.0 120.0 120.0 120.0 84' 720.0 120.0 111.7 120.0 720.0 1211.0 120.0 120.0 sa• tzo.o 120.0 111.7 t2D.o tzo.o 1zo.o 1zo.o 1zo.o 92' 120.0 120.0 111.7 120.0 120.0 120.0 120.0 120.0 96' 120.0 120.0 111.t 120.0 120.0 120.0 120.0 720.0 102• 120.0 I20.0 1ii.1 120.0 120.0 120.0 120.0 120.0 10e' 120.0 720.0 111.1 720.0 720.0 120.0 120.0 120.0 120' 120.0 120.0 iii.1 120.0 120.0 i20.0 120.0 120.0 24' 78' 120.0 120.0 120.0 120.0 120.0 120.0 i20.0 720.0 30• tzo.a 1zo.o 1zo.o 1zo.o izo:o 1zo.o 72o.D 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 t20.0 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 48' 120.0 120.0 177.1 120.0 120.0 720.0 120.0 720.0 54' 120.0 120.0 104.E 720.0 120.0 120.0 120.0 120.0 80' 718.7 720.0 700.0 120.0 120.0 120.0 120.0 120.0 70' 113.0 120.0 95.7 720.0 720.0 120.0 120.0 120.0 72' 772.5 720.0 95.2 120.0 120.0 120.0 120.0 720.0 84" 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 90' 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 92' 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 %' 111.8 120.0 84.7 120.0 120.0 120.0 120.0 120.0 102• 111.8 120.0 94.7 720.0 120.0 120.0 120.0 120.0 108' 117.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 Mullion Anchor Cluster DP at Head/Sill,(+/-psf) Shim Thickness:i/4" Average Centerine Width Frame Height Group "A" Anchor Quantity Group "B" Anchor Quantity Group'C" Anchor Quantity Group "D" Anchor Quantity 4 6 8 4 6 e 4 6 8 4 6 24" 84" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30• 120.0 1zo.o 12D.D 1zo.o 1zo.o 1zo.o 1zo.o tzD.o 1zo.o 1zo.o 1zo.o W. 120.0 120.0 I20.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 720.0 720.0 108.8 120.0 720.0 120.0 120.0 720.0 I20.0 120.0 48' 118.t 720.0 t20.0 700.0 120.0 720.0 120.0 12D.0 i20.0 720.0 120.0 54' 710.5 120.0 120.0 93.6 120.0 120.0 120.0 120.0 720.0 120.0 120.0 60' 105.0 120.0 120.0 88.9 120.0 120.0 720.0 120.0 120.0 120.0 120.0 70' 99.2 120.0 120.0 84.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 72' %.4 120.0 120.0 83.3 720.0 120.0 120.0 720.0 120.0 120.0 i2D.0 84' %.4 120.0 120.0 87.6 120.D 120.0 120.0 120.0 120.0 120.0 120.0 %' %.4 120.0 120.0 Bt.6 12t1.0 720.0 120.0 720.0 720.0 120.0 120.0 92' %.4 120.0 120.0 87.6 120.0 120.0 120.0 120.0 120.0 720.0 120.0 %' %.4 720.0 1z0.0 81.6 120.0 120.0 120.0 120.0 i20.0 120.0 120.0 102" %.4 120.0 120.0 81.6 120.0 120.0 120.0 720.0 120.0 120.0 120.0 toe^ %.4 i20.0 120.0 81.6 120.0 i20.0 120.0 120.0 120.0 120.0 120.0 24' 90„ 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 30' 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120:0 120.0 120.0 36' 720.0 120.0 120.0 117.t 120.0 120.0 120.0 120.0 120.0 120.0 t20.0 42' 117.4 120.0 120.0 99.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 107.4 120.0 120.0 90.9 720.0 120.0 720.0 120.0 120.0 120.0 120.0 54' 100.0 120.0 120.0 84.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 94.5 120.0 120.0 80.0 120.0 720.0 120.0 120.0 t20.0 120.0 120.0 70" 88.4 120.0 120.0 74.8 112.2 120.0 112.2 120.0 120.0 120.0 120.0 72' 87.5 120.0 720.0 74.1 111.1 120.0 111.1 120.0 120.0 120.0 120.0 84' 84.4 120.0 120.0 7t.4 107.1 120.0 107.1 720.0 120.0 120.0 120.0 %' 84.0 120.0 12D.0 77.7 1%.7 120.0 1%.7 120.0 120.0 120.0 120.0 9z• ea.o 1zo.o 1zo.o 77.7 106.7 tzo.o 1%.7 tzo.o 120.0 1zo.o 1zo.o %' 84.0 120.0 120.0 71.1 106.7 120.0 1%.7 i20.0 120.0 120.0 120.0 t02" 84.0 120.0 120.0 71.1 I%.7 720.0 1%.7 120.0 720.0 120.0 120.0 24' 97-3/4" 120.0 i20.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 720.0 120.0 t20.0 716.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 118.5 i20.0 i20.0 100.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 105.5 120.0 120.0 89.3 120.0 120.0 120.0 120.0 I20.0 120.0 120.0 48' %.t 120.0 120.0 81.4 i20.0 120.0 720.0 720.0 120.0 120.0 120.0 54' 89.0 120.0 120.0 75.4 113.1 120.0 t13.i 120.0 120.0 720.0 120.0 60' 83.7 120.0 120.0 70.8 1%.3 120.0 1%.3 120.0 120.0 i20.0 120.0 70' 77.4 116.2 I2o.0 85.6 %.3 120.0 %.3 120.0 120.0 120.0 120.0 72' 76.5 114.8 120.0 64.8 97.2 120.0 97.2 12D.0 120.0 120.0 120.0 84' 72.6 tOB.O 120.0 61.5 92.2 120.0 92.2 120.0 120.0 120.0 120.0 90' 77.7 107.5 i20.0 60.7 9L0 120.0 91.0 120.0 120.0 120.0 120.0 92• 77.5 107.2 120.0 80.5 90.7 120.0 90.7 720.0 120.0 120.0 i20.0 24' 1oz• 120.0 120.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 30' 120.0 120.0 720.0 110.3 120.0 120.0 120.0 720.0 120.0 120.0 120.0 3fi' 112.5 120.0 120.0 95.2 120.0 120.0 120.0 120.0 120.0 i20.0 120.0 42' 100.0 120.0 720.0 84.7 120.0 120.0 120.0 120.0 720.0 120.0 120.0 48' 90.9 120.0 12D.0 76.9 175.4 120.0 115.4 120.0 120.0 120.0 120.0 sa• 6a.o tzo.o tzo.o 71.1 t%.7 1zo.o 7%.7 tzo.o 1zo.a tzo.o tzo.o 60' 78.7 118.7 120.0 66.7 100.0 120.0 100.0 120.0 120.0 120.0 120.0 70' 72.5 108.8 120.0 6t.4 92.1 120.0 92.1 120.0 120.0 120.0 120.0 72' 7i.6 107.4 120.0 60.6 90.9 120.0 90.9 120.0 120.0 t20.0 120.0 84' 67.5 107.2 120.0 57.1 85.7 714.3 85.7 120.0 120.0 720.0 120.0 90' 66.3 99.5 120.0 58.1 84.2 112.3 84.2 120.0 120.0 120.0 120.0 24' 1%„ 120.0 12D.0 120.0 t20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30• 7zo.o 1zo.o 1zo.o 1o3.z tzo.o tzo.o 720.o uo.o 1zo.o 120.o tzo.o 36' 105.0 120.0 120.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 720.0 42' 93.1 120.0 120.0 78.8 118.2 120.0 I78.2 120.0 720.0 120.0 120.0 48" 84.4 120.0 120.0 71.4 107.i 120.0 107.i I20.0 120.0 120.0 120.0 54' 77.8 116.7 720.0 85.8 98.8 120.0 %.8 120.0 120.0 120.0 120.0 fi0' 72.7 109.0 i20.0 61.5 92.3 120.0 92.3 120.0 120.0 120.0 120.0 70 68.6 99.9 720.0 56.4 84.5 112.7 84.5 120.0 120.0 120.0 120.0 72' 65.6 98.4 120.0 55.8 83.3 111.1 83.3 120.0 120.0 120.0 720.0 84' 61.4 92.0 I20.0 51.9 77.9 1IX7.9 77.9 116.9 120.0 120.0 i20.0 24' 114' 120.0 120.0 120.0 117.6 120.0 120.0 120.0 i20.0 120.0 120.0 120.0 30' 114.5 120.0 120.0 97.0 120.0 120.0 120.0 120.0 i20.0 120.0 120.0 36' %.4 120.0 120.0 83.3 120.0 120.0 120.0 720.0 120.0 720.0 120.0 42' 87.1 120.0 120.0 73.7 110.6 120.0 110.6 120.0 720.0 120.0 120.0 48' 78.7 118.1 120.0 66.7 100.0 720.0 100.0 120.0 120.0 i20.0 120.0 54' 72.4 i%.6 720.0 61.3 92.0 I20.0 92.0 120.0 120.0 120.0 720.0 60' fi7.5 107.2 120.0 57.1 85.7 114.3 85.7 120.0 120.0 120.0 120.0 70• 61.5 92.3 120.0 52.1 78.1 104.2 78.1 1t7.2 120.0 120.0 120.0 72' 60.6 90.9 120.0 57.3 76.9 102.6 76.9 115.4 120.0 120,0 120.0 MupionAnchDr Custer DP at Head/SIR, (# pst) Shim Thickness va" q�rage CeMedine Width Height�m Group "A" Anchor Quantdy, Group "B" Arcnof Quarldy Gmup C. Arc nor QuanBly Group "D" Anchor Quan0ly 4 6 8 4 6 8 4 6 8 4 6 2d' 1�' 121.0 1200 120.0 itt_1 7�0 720.0 7200 720.0 120.0 720.0 72DA 30• 1oe.o 12D.0 120o s1.4 tzt.o tzoD 7zoD 1zoD 1zo.D tzoo 720.0 36" 92.fi 120.0 12D.0 78.4 777.6 120.0 tt7.6 I20.0 1200 1200 120.0 42' Bt 8 720.0 12D.0 69.3 t03.9 120.0 103.9 120.0 120.0 1200 12D.0 46' 73.8 it07 720.0 625 93.8 120.0 93.8 120.0 120.0 120.0 120.0 54' 67.7 10L6 720.0 57.3 860 174.7 B&0 120.0 t20.0 120.0 t20.0 �' 63.0 94.5 131.0 53.3 800 7067 BO0 I20.0 t2(LO 7200 120.0 70' SZ2 85.8 t74.3 48.4 72.6 9G8 726 108.9 120-0 120.0 t2D.0 72" 56.2 84.4 112.5 47.6 71.4 95.2 71.4 107.1 120.0 720.0 120.0 24° 126' 120.0 12D.0 t20.0 105.3 120.0 120.0 120.0 720.0 120.0 720.0 120.0 30• 102.2 12D.D 12D-0 8b5 120.0 t20.0 7200 1200 720.0 720.0 120.0 36' 67.5 420.0 12D.0 74_t 111.7 t200 771.7 7200 1200 7200 12p_D 42' 77.1 115.7 120.0 65.3 98.0 1200 %.0 tzoo 120.0 120.D 727.0 48° b9.5 I042 729.0 588 88.2 117.6 88.2 t2D.0 720.0 720.0 131.0 54' 63.6 955 t20.0 53.9 80.8 1D7.7 80.8 120.0 120.0 120.0 iZ1.0 6D' S9-1 88.6 718.7 500 750 1000 75.0 1125 120-0 720A 12D.0 70' 53 d 80.1 106.8 45.2 67.8 90.4 67.8 101.7 I2D.D 720.0 120-0 72" 52.5 76] t�0 44.4 66] 88.9 66.7 7000 1200 120.0 120.0 24' 132' tt8.i 120.0 120.0 100.0 720.0 1200 7200 t20.0 120.0 720.0 72D.0 3D• 120.0 720.0 82.1 12D.0 120.0 i20.0 1200 120.0 I20.0 12D.0 36' 120.0 120.0 70.2 105.3 120.0 105.3 120.0 12D.0 I200 120.0 42• 709.5 729.0 61.8 92.7 1200 927 120.0 120.0 120.0 /20.0 48' 98.4 720.0 556 83.3 117.t 83.3 120.0 120.0 720.0 12r.0 54' 90.0 120.0 50 8 76 2 701.6 76 2 114.3 120.0 t20.0 737.0 60' J602 83.4 111.2 47.1 70.6 94.1 706 105.9 7200 120.0 727-D 24' 133° 720.D 12D.0 952 120.0 120.0 120.0 120.0 120.0 I200 120.0 30' 120.0 120.0 78.0 tt7.1 120.0 17ti 1200 1200 I20.0 t2D_0 36• 17e-1 72D.o ss.7 700.0 1zo.o loo0 1zo.o 1zo.D lzoo ta�.o 42' 103.8 727.0 58.6 BZ9 71Z2 87.9 t20.0 t20.0 120.0 t20.0 M. 62.2 933 720.0 526 78.9 7053 789 t18.4 120.0 720.0 12t1.0 54' S6.6 851 113.5 48.0 72.1 %_t 727 108.7 120.0 120.0 720.0 60' 52.5 78.7 105.0 44.4 66.7 8e.8 66.7 I00.0 120.0 120.0 120 0 z 4• 144° m7. 4 1 .D zD 1 .0 zo 909 1zo.o t2oo 1200 120.0 7zoD 120.0 720.0 30' 87.9 t200 t2D_0 74.4 Itt.6 120.0 111.6 120.0 120.0 720.0 120.0 36' 75.0 172.5 120.0 63.5 95.2 120.0 95.2 7z00 1200 120.0 120.0 42' 65.9 %.8 120.0 55.7 83.6 I1 t.5 83.6 120.0 120.0 120.0 120.0 48° 59.1 886 118.1 50.0 75.0 700.0 75.0 t125 t20.0 7200 720.0 54' S3.8 80.8 107.7 45.6 68.4 91.2 68.4 1026 120.0 120.0 720.0 60' 49.7 7d.6 99.5 42.1 63.2 64.2 63.2 94.7 120.0 176.4 720.0 TABLE 4: Mullion Anchor Cluster DP at Head/Sill, (+/- psf Shim Thickness:1/2" Average Centerline Width Frame Height Group'A' Anchor Quantity Group "a" Anchor Quantity Group 'C" Anchor Quantity Group "D" Anchor Quantity 4 6 4 6 4 6 4 6 24" 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 120.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 72* 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 84' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 92' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 102" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 108" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 132" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 144' 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 24" �• 120.0 120.0 1 120.0 120.0 120.0 120.0 1 120.0 120.0 30' 120.0 _ 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 72' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 84' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 92" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 102' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 108• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 132' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 144' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 72" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 _120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 120o 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 120.0 120.0 118.5 120.0 120.0 120.0 120.0 120.0 W. 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 70' 120.0 120.0 111.2 120.0 120.0 120.0 120.0 120.0 72• 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 M84 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 24' 78' 1 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 30' 120.0 _1 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 54' 120.0 120.0 104.6 120.0 120.0 120.0 120.0 120.0 60' 118.1 120.0 1DD.0 120.0 120.0 120.0 120.0 120.0 70" 113.0 120.0 95.7 120.0 120.0 120.0 120.0 120.0 72" 112.5 120.0 95.2 120.0 120.0 120.0 120.0 120.0 84' 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 90' 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 92' 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 96" 111.8 120.0 94.7 120.0 120.0 120.0 120.0 120.0 102' 111.8 1 120.0 1 94.7 1 120.0 120.0 120.0 120.0 120.0 108' 111.8 1200. 947 120.0 120.0 120.0 120.0 120.0 Mullion Anchor Cluster DP at Head/Sill,(+/_psi) Shim Thickness:1/2" Average Cenlerine Width Frame Heght Group "A* AncFar Quantity Group "B" Anchor Quantity Group "G" Anchor Quantity Group "D" Anchor Quantity 4-1 6 1 8 4 6 8 4 6 8 4 1 6 24' 84" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 108.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 118.1 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 110.5 120.0 120.0 93.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60, 105.o 120.0 12D.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 99.2 120.0 120.0 84.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 72" 98.4 120.0 120.0 83.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 84" 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90, 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 92' 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96' 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 102" 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1MW 96.4 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 121.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 117.4 120.0 120.0 99.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 107A 120.0 120.0 90.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 100.0 120.0 120.0 84.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 SO' 94.5 120.0 1120.0 80.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 88.4 120.0 120.0 74.8 112.2 1200. 112.2 120.0 120.0J120.O 120.0 72' 87.5 120.0 120.0 74.1 111.1 120.0 111.1 120.0 120.0 120.0 84" 84.4 120.0 120.0 71.4 107.1 120.0 107.1 120.0 120.0120.0 90' 84.0 120.0 120.0 71.1 106.7 120.0 106.7 12D.0 120.0120.0 92' 84.0 120.0 120.0 71.1 106.7 120.0 106.7 120.0 120.0120.0 96' 84.0 120.0 120.0 71.1 106.7 120.0 106.7 120.0 120.0120.0 107 84.0 120.0 120.0 71.1 106.7 120.0 1067 120.0 120.0120.0 24' 97J/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 116.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 118.5 120.0 120.0 100.3 120.0 120.0 120.0 120.0 120.0 1,m 42" 105.5 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 720.0 120.0 48' 96.1 120.0 120.0 81.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 89.0 120.0 120.0 75.4 113.1 120.0 113.1 120.0 120.0 120.0 120.0 60' 83.7 120.0 120.0 70.8 106.3 120.0 106.3 120.0 120.0 120.0 120.0 70' 77.4 116.2 120.0 65.6 98.3 120.0 98.3 120.0 120.0 120.0 120.0 72' 76.5 114.8 120.0 64.8 97.2 120.0 97.2 120.0 120.0 120.0 120.0 84' 72.6 109.0 120.0 61.5 92.2 120.0 92.2 120.0 120.0 120.0 120.0 90' 71.7 107.5 120.0 60.7 91.0 120.0 91.0 12D.0 120.0 120.0 120.0 92' 71.5 107.2 120.0 60.5 90.7 120.0 90.7 120.0 120.0 120.0 120.0 24' 102" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 110.3 120.0 120.0 120.0 120.0 1120.0 120.0 120.0 36' 112.5 120.0 120.0 95.2 120.0 120.0 120.0 120.0 1120.0 120.0 120.0 42' 100.0 120.0 120.0 84.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 90.9 120.0 120.0 76.9 115.4 120.0 115.4 120.0 120.0 120.0 120.0 54" 94.0 120.0 120.0 71.1 106.7 120.0 106.7 120.0 120.0 120.0 120.0 60' 78.7 118.1 120.0 66.7 100.0 120.0 100.0 120.0 120.0 120.0 120.0 70' 72.5 108.8 120.0 61.4 92.1 120.0 92.1 12).0 1200. 120.0 120.0 72" 71.6 107.4 120.0 60.6 90.9 120.0 90.9 120.0 120.0 120.0 120.0 84" 67.5 101.2 120.0 57.1 85.7 114.3 85.7 120.0 12D.0 120.0 120.0 90' 66.3 99.5 120.0 56.1 84.2 112.3 84.2 120.0 120.01 120.0 120.0 24' 108" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 30' 120.0 120.0 120.0 103.2 1120.0 120.0 120.0 120.01 120.0 120.0 120.0 36' 105.0 120.0 120.0 88.9 1200 120.0 120.0 120.0 120.0 120.0 120.0 42• 93.1 120.0 120.0 78.8 118.2 120.0 118.2 120.0 120.0 120.0 120.0 48" 84.4 120.0 120.0 71.4 107.1 120.0 107.1 12D.0 120.0 120.0 120.0 54' 77.8 116.7 120.0 65.8 98.8 120.0 98.8 120.0 120.0 120.0 120.0 60' 72.7 109.0 120.0 61.6 92.3 120.0 92.3 120.0 120.0 120.0 120.0 70" 66.6 99.9 120.0 56.4 84.5 112.7 84.5 120.0 120.0 120.0 120.0 72' 65.6 98.4 120.0 55.6 $3.3 111.1 83.3 120.0 120.0 120.0 120.0 84' 61.4 92.0 120.0 51.9 77.9 1D3.9 TT9 116.9 120.0 120.0 120.0 24' 114" 120.0 120.0 12D.0 117.6 120.0 120.0 _120.0 120.0 120.0 720.0 720.0 30' 114.5 120.0 120.0 97.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 98.4 20 1 .0 120.0 83.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 87.1 120.0 120.0 73.7 110.6 120.0 110.6 120.0 120.0 120.0 120.0 48" 76.7 118.1 120.0 66.7 100.0 120.0 700.0 120.0 720.0 120.0 120.0 54' 72.4 108.6 120.0 63 92.0 120.0 92.0 120.0 120.0 120.0 120.0 60' 67.5 101.2 120.0 57.1 85.7 1114.3 85.7 120.0 1 120.0 120.0 1 120.0 71T 61.5 92.3 120.0 52.1 78.1 11042 78.1 117.2 120.0 120.0 120.0 72' 60.6 90.9 120.0 57.3 76.9 102.E 76.9 115.4 12o.0 120.0 720.0 FOR ANCHORLESS JAMBS USE ONLY HALF OF THE ANCHORS SPECIFIED IN TABLE 4, AND: AVERAGE CENTERLINE CENTERLINE WIDTH WIDTH WIDTH 1 m Q u, FRAME w HEIGHT O U Q 3" FOR INTERIOR MULLION CLUSTERS USE THE QUANTITY OF ANCHORS SPECIFIED IN TABLE 4, AND: AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH-2 WIDTH 2 CENTERLINE _ CENTERLINE _ WIDTH 1 WIDTH 2 SILL SHOWN, HEAD SIMILAR 3,' rt SEE TABLE 1, SHEET -�- �- - FOR ANCHOR MIN. O. SPACING, 4" MAX. __SEE TABLE 1, SHEET 1 FOR ANCHOR MIN. O.C. SPACING, 4" MAX. Mullion Anchor Cluster DP at Head/Siff,(+/-pst) Shim Thickness: 1/2' A*rage Certedine Width Flame Heot Grolp'A' Anchor Quantity Group "B" Anchor Quartdy Group "C" Anchor Quantity Group'D. Anchor Quantity 4 6 8 4 6 6 4 1 6 8 4 6 24' 120" 120.0 120.0 120.0 111A 120.0 121.0 1210 1200 1200. 1200. 120-0 30' 108.0 1200 1200. 91.4 120.0 121.0 121.0 120.0 120.0 121.o 1200 36' 92S 121.0 120-0 78.4 1176 121.0 1176 120.0 120.0 1210 1200 42 81.8 121.0 1200 69.3 103.9 1210 103-9 120o 12oO 121.0 120.0 48" 73.8 1107 120.0 62.5 93.8 1200 93.8 1200 120.0 121.0 120.0 54" 67 7 101.6 120.0 5T3 81 114.7 86.0 1200. 1200 12L0 120.0 60' 630 94.5 120o, 53.3 80.0 1057 BO.o 1200. 1200. 121.0 120.0 70' 57.2 85.8 114-3 484 72.6 96.8 72.6 108.9 1200. 1210 120-0 72' 56.2 1 84.4 t 12.5 47.6 71.4 95.2 71.4 107.1 1200. 1200 1200. 24' 126" 121.0 121.0 120o 105-3 1200 120-0 121.0 120.0 120.0 121.0 1200. 30, 102.2 121.0 120.0 86.5 1200 121.0 1200. 120.0 120.0 120.0 120.0 36' 875 121.0 120.0 74.1 111.1 12).0 111.1 1200 12oO 120.0 120.0 42' 77.1 1157 120.0 65.3 98 0 121.0 98.0 1200 1200. 1200. 1200 46' 695 104.2 120-0 58-8 88.2 117.6 88.2 1200. 1200. 121.0 1200 64" 63.6 955 1200 53.9 808 107.7 80.8 120.0 12o0 121.0 1200 60' 59.1 88.6 118.1 500 750 100.0 75o 112.5 120.0 121.0 1200. 70' 53A 801 106.8 45.2 67.8 90-4 67a 1017 1200 121.0 120.0 72' 52.5 78.7 10501 44.4 653 88.9 66.7 100.0 120.0 1200. 1200. 24' 132° 118.1 121.0 120.0 100.0 120o 1200 120-0 1200 120.0 121.0 120.0 30' 96.9 121.0 120.0 1 82.1 1200 121.0 121.0 120o IWO 121.0 120.0 36' 82.9 120.0 1200. 70.2 105.3 12 0 105-3 120.0 120.0 120o 120.0 42' 730 1095 120.0 61.8 927 12D.0 927 1200 1200. 121.0 720.0 48" 656 984 1200 566 813 111.1 83.3 120o 1200 120.0 IWO 54" 60.0 900 120.0 50.8 76.2 101.6 76.2 114.3 120 0 120.0 120-0 So' 65.6 83A 111.2 47-1 70.6 94.1 70.6 105.9 1200 120o 1200 24" 138' 112.5 1210 1200. 95.2 1200. 1200 120-0 VOL 120.0 1210 1200. 30' 92.2 -- 12).0 120.0 - 78.0 117.1 t . 20 0 1 7.1 i 1 0 20 120.0 120.0 120.0 36' 78.7 118_1 120o 66.7 1000 121.0 100.0 120.0 120.0 120o 12oO 42' 69.2 103.8 120.0 58.6 879 117.2 87.9 1200 12oO 120.0 120.0 48" 622 93.3 1200. 526 78 9 105.3 78.9 118.4 12oO 120.0 1200 54" 56-8 657 113.5 48.0 72.1 96.1 72.1 108.1 1200. 121.0 12oO 60' S25 78.7 i 05.0 44 .4 66 7 88 9 66.7 100.0 120.0 720.0 720 0 24"T497 .0 t200 90.9 120.0 12).0 12)11 11.0 1200. _120.0 1200 30'.0 1200. 744 117.6 120-0 111.6 120.0 1200 1200. 120.0 36'5 1200. 63.5 95.2 121.0 95.2 120.0 1200 120.0 1200. 42' 6 120.0 55.7 ON 6 1115 83 6 120.0 120 0 1 0 0 120.2 48'6 118.1 Soo 75.0 1000 75.0 11Z6 120.0 121.0 120.0 54"8 107.7 45.6 68.4 91.2 68.4 102 6 120 0 120o 120.0 60'.6 99.5 42.1 63.2 84.2 63.2 947 120.0 116.4 120.0 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 1 C. 0111... N oGE * : No. 51 -0 Z � �OT STATE i �`s'••F'ORI S,�OIVAl >Y O O w V) z LLI w J m F- 705 OF 1t%t\t` U) J_ Q w LL( U) } O 0 >_Z F- Z O w iL LLER, P.E. 58705 To, 04 N O O 2 J O N C M N 2 ON L,L O O U) F- z O N In M /) U) TABLE 5: Jamb Anchor Spacing Shim Thickness = 1/4" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centedine Width Frame Height 24" '2. 18" 18" 18" 18" 30" 18" 18" 181, 18" 36" 18" 18" 18" 18" 42" 18" 18" 18" 18" 48" 18" 18" 18" 18" 54" 18" 18" 18" 18" W. 18" 18" 1 181. 18" 70. 18" 18. 18" 18" 72" 18" 18" 181, 16, 84" 18" 18" 18" 18" W. 18" 18" 18" 18" 92" 19, 18" 18„ 181, 96. 18" 18" 18" 18" 102" 18" 18" 18" 18" 108" 18" 18„ 181, 18" 120" 18" 18„ 18„ 18" 132" 18" 18" 18" 18" 144" 18" 18" 18" 18" 24" 60. 18" 18" 18" 18" 30" 18" 18" 18" 18" 36" 16, 18" 18" 18" 42" 18" 18„ 18" 18" 48" 18" 18" 18" 18" 54" 18" 18" 18" 18" 60" 18" 18" 18" 18" 70" 18" 18" 18" 18" 72" 18" 18" 18" 18" U. 18" 18" 18" 18" 90" 18" 18" 18" 18" 92" 18, 181, 18" 18" 96" 18" 181, 18„ 18" 102" 18" 18" 181. 18" 108" 18" 18" 18" 18" 120' 18" 1 18" 18" 18" 132" 18" 18" 18" 18" 144" 18" 18" 18" 18" 24' 72' 18" 18" 181, 18" 30" IV' 18" 18" 16, 36" 18" 18" 18" 18" 42" 18" 18" 18" 18„ 48" 18" 18" 18" 18" 54" 18" 16, 18" 18" W. 18" 16, 18„ 1 18" 70" 18" 16, 18" 18" 72' 18" 15„ 18" 18" 84" 18" 15" 18" 18" 90" 18" 15" 18" 18" 92" 18" 16, 18" 18" 96" 18" 16, 18" 18" 102" 18" 16, 18" 18" 108„ IV, 15" 18" 18" 120" 18" 151. 18" 18" Jamb Anchor Spacing Shim Thickness -1/4" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group „C" Anchors Installed with Group "D" Anchors Centedine, Width Frame Height 24" 78" 181, 18" 18" 181. W. 18"-.- 18" 18" 18" 36- 18" 18" 18" 18" 42• 18" 18„ 18" 18" 48' 18" 16.1/7' 18" 18" 54- 18" 16-1/2" 18" W, so. 16-1/2" 16-1/2" 18" 18" 70- 16-1/2" 13-3116' 18" 18" 72' 16-1/2" 13-3116' 18" 18" 84' 16-1/2" 13-3/16" 18" 18" 90. 16-1/2" 13-3/16" 18" 18" 92- 16.112" 13-3f16" 18" 18" 96. 16-1/2" 13-3/16" 18" 18" 102" 16-1/2" 13-3/16" 18" 18" 108" 16-1/2" 13,T16" 18" 18" 24- 84• 18" 18" 18" 18" 30- 18" --_ 18" 18" 18" 36- 18" 18" 18" 16, 42• 18" 18" 18" 18" Q. 18" 18" 18" 18„ 54- 18„ 143/8" 18„ 18" 60' 18„ 14-3/8" 18" 18" 70• 18" 14-V8" 18" 16, 72- 18" 14.3/8" 18" 18" 84' 18" 14J/8" 18" is-- W. 18" 143/8" 18" 18" 92- 18" 14.9/8" 18" 18" 96- 18" 14-3/8" 18" 18" 102' 18" 14-318" 18" 18" 108" 18" 14-3/8" 18" 16, 90. 1 18" 18" 18" 18" 18" 18" 18"18" 18" 18" 18"18" 18" 18„ 18" 18" A 18"15-5/8" 18" 18"18" 155/8" 18" 18" 15-5/8„ 15-518" 18" 18" 15-5/8" 13" 18"18" 15-5/8" 13" 181. 18" U. 15.5/8" 13" 18" 18" 90' 15-5/8" 13" 18" 18" 92' 15.5/8" 13" 18" 18" 96' 15-5(8" 13" 18" 18" 102" 15-518" 13" 18" 18" 24- 87J/4" 18" 16' 1 18" 18" 30- 18" 18„ 18" 18" 36- 18" 18" 18" 18" 42- 18" 17-1/8" 18" 18" 48' 18" 17-1/8" 18" 18„ 54' 17.118" 14-5/16" 18" 18" 60' 17-1/8" 14-5/16' 18" 18" 70- 145/16" 12-114" 18" 18" 72- 145/16" 12-1/4" 18" 18" 84• 14-5116" 12-1/4" 17.1/8" 18" W. 145/16" 12.1/4" 17-118" 18" 92- 145/16" 12-1/4" 17.1/8" 18" 24- 102" 18" 18" 181. 18" .W. 18" 18" 18" 18" W. 18" 18" 18" 18•, 42- 18" 1B" 18" 18" Q. 18" 15" 18" 18" 54' 18" 15" 18" 18" 60' 15" 12-7/8" 181. 18" 70' 16, 12-7/8" 18" 18" 72' 15" 12-7/8" 18" 18" 84' 10/8" 11-1/4" 18" 18" 90' 12-7/8" 11.1/4" Jamb Anchor Spacing Shim Thickness = 1/4' Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centedine Width Frame Height 24• 108" 18" 18" 18" 18" 36- 18" 18" 18" 18" 42• 18„ 16" 18" 181. Q. 18" 16" 18" 18" 54' 16" 13-11/16„ 18" 18" 60' 16" 13-11/16" 1 18" 18" 70' 13-11/16" 12" 18" 18" 72- 13-11/16' 12" 18" 18" 84' 1 13-11/16" 10-11116" 16" 18" 24" 114" 18" 18" 18" 18„ 30- 18" 181, _._ 18,__ 18" 36' 18" 18" 18" 18" 42- 16, 17"' 18" IV, Q. 1T, 149/16" 18" 18" 54' 1T, 14-9/16' 18" 18" 60' 14.9/16" 123/4" 118" 18" 70• 149/16" 11-5/16' 17" 18" 72' 14-9116" 11-5119' 17" 18" 24• 120" 18" 18" 18" 18" 30• _ 18" 18" 18" 18" X. 18" 18" 18" 18" 42- 18" 18" 18" 18" 48' 18" 15-7/16" 18" 18" 54- 15-7/16" 13-1/2" 18„ 18" 60• 15-7116" 13-1/2" 18" 18" 70• 13A/2" 12" 18" 18" 72- 13.1/2" 10-13116" 18" 18" 24- 126" 181. 18" 18" 18" 30- 18" 18" 18" 18" W. 18" 18" 18" 18" 42' 18" 16-5116" 18" 18" 48- 18" 14-1/4" 18" 18" 54• 165116" 14-1/4" 18" 18" 60' 14.1/4" 12-11/16" 18" 18" 70- 14-1/4" 11J/8" 16-5/16" 18" 72' 12-11116" ll-&8" 16-5/16' 18" 24• 132" 18" 18" -.. 18" 18" 30' 18" 18" 18" 18„ 36- 18" 18" 18" 18„ 42. 18" 17-118" 18" 18„ 48' 17-1/8" 16, 18" 18" U. 16, 13-5/16" 18" 18" 60. 15" 12" 18" 18" 24" 138"15-3/4" 18" 18" 18" 18" 3" 18" - 18„ __ 18„ .._ ._ 18„ 36' 18" 18„ 18" 42- 18" 18" 4 F14v, 14" 18" 18" 54' 14" 18" IV, 60' 12-5/8" 18" 18„ 24' 144" 18" 18" 18" 18" 30' 18" 18" 18„ 18" W. 16, 18" 18" 16, 42. 18" 16.1/T' 111" 18" 48• 16-1/2. 14-11/l6" 18. 18" 54. 16-1/2" 13-3/16" 18" 18" 60- 14-11/16" 1 12" 1 8" 18" 6" MAX. SEE TABLE 5, THIS SHEET 2. r- FRAME WIDTH ---� q IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FRAME HEIGHT 94 \,10E * No, 51 4STTe, PtOlRil ///10NAI u') W J m Ke 04 N O O O CV LO N LL O T O C14 LO M U) U) ,NN 705 DF 4 It111 \\ _LER, P.E. 8705 TARI F RR Jamb Anchor Spacing Shim Thickness = 1/2" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centerline Width Frame Height 24" 48, 18" 18" 18" 18" 30" 10" 18" to" 18" 36" 18" 18" 181. 18" 42" 18" 18" 18" 18" 48" 18" 18" 18" 18" 54" 18" 18" 18" 18" 60" 18" 181. 18" 18" 70" 18" 18" 18" 18" 72" 18" 18" 18" 18" 84" 18" 18" 18" 18" W. 18" 18" 18" 18" 97' 18" 18" 18" 18" 96" 18" 181, 18„ 18° 102" 18" 18" 18" 18" 108" 18" 18" 18" 18" 120" 18" 18" 18" 18" 132" 18" 18.1 181.18" 144" 18" 18" 18" 18" 24" 60' 18" 18" 18" 18" 30" 18" 18" 18" 18" 36" 18" 18" 18" 18" 42" 16" 18" 18" 18" 48" 16" 18" 18" 18" 54" 16" 18" 18" 18" 60" 16, 18" 18" 18" 70" 16" 18" 1 18" 18" 72" 16" 18" 18" 18" "1 16" 18" 18" 18" 90" 16" 18" 18" 18" 92" 16" 18" 18" 18" 96" 16" 18" 18" 18" 102" 1&, 18" 18" 18" 108" i6" 18" 18" 18" 120" 16" 18" 18" 18" 132" 16" 18" 18" 18" 144" 16" 18" 18" 18" 24" 12' 18" 18" 18" 18" 30" 18" 18" 18" 18" 36" 18" 18" 18" 18" 47' 15" 18" 18" 18" ,W. 15" 18" 18" 18" 54" 15' 15" 18" 19, 60" 15" 15" 18" 18" 70" 15" 15" 18" 18" 72" 15" 15" 18" 18" 84" 15" 15" 18" 18" 90" 15" 15" 18" 18" 92" 15" 15" 18" to" 96" 15" 15" 18" 18" 102" 15" 15" 18" 18" 108" 15" 15" 18" 18" 120" 15" 15" 18" 18" Jamb Anchor Spacing Shim Thickness = 1l2" Nominal Dim. Installed with Group "A" Anchors 18" Installed with Group "B" Anchors 18" Installed with Group "C" Anchors 18" Installed with Group "D" Anchors 18" Centedine Width 24' Frame Height 78" 30- 18" 18" 18" 18" M. 16-1/2" 18" 18" 18" 42' 16-1/2" 18" 18" 18.1 48' 16-112" 16-1/2" 18" 18" 54- 133/16" 16-112" 18" 18" 60. 13-3116" 16-112" 18" 18" 70- 133/16" 133/16' 18" 18" 72- 13.3/16" 13-3/16" 18" 18" 84- 13.3/16" 13-3116" 18" 18" 90' 133/16" 13-3t16" 18" 18" 92- 133/16" 13-3/16" 18" 18" 96. 133/16" 13-3/16" 18" 18" 102" 133/16" 13-3/16" 18" 1 18" 108" 133116' 13-3/16" 18" 18" 24- 84- 18" 18" 18" 18" 30' 18" 18" 18" 18" 36- 18" 18" 18" 18" 42" 18" 18" 18" 18" 48- 14-3/8" 18" 18" 18" 54" 14-3/8" 14-3/8" 18" 18" 60' 12" 143/8" 18" 18" 70- 12" 14-3/8" 18" 18" 72' 17' 14-318" IV.1 18" 84' 12" 143/8" 18" 18" 90. 12" 14-3/8" 18" 18" 92- 12" 14-3/8" 18" 18" 96' 12" 14-3/8" 18" 18" 102" 17, 143/8" 18" 18" 108" 12" 14-18" 18" 18" 24- 90" 18" 18" 18" 18" 30. 18" 18" 18" 18" W. 18" 18" 118" 18" 42" 15-5/8" 18" 18" 18" 48' 15-5/8" 155/8" 18" 18" 54- 13" 15-5/8" 18" 18" 60' 13" 15-5/8" 18" 18" 70- 11-1/8" 13" 18" 18" 72- 11-118" 13" 18" 18" U. 11.118" 13" 18" 18" 90" 11-1/8" 13" 18" 18" 92" 11-1/8" 13" 18" 18" 96" 11-1/8" 13" 18" 18" 102" 11-1/8" 13" 18" 18' 24- 97.75" 18" 18" 18" 18" -- W. 18" 18" 18" 18" 36- 17-1/8" 18" 18" 18" 42- 145116" 17-118" 18" 18" 48' 14-5116" 17-1/8" 18" 18" 54' 12.1/4" 145/16" 18" 18" 6" 12-1/4" 145/16" 18" 18" 70- 10.314" 12-114" 18" 18" 72' 10-3/4" 12-1/4" 18" 18" ti4Z- 10-3/4" 12-1/4" 17.118" 18" . 10-3/4" 12.1/4" 17-1/8" 18" 92' 103/4" 12-1/4" 17-1/9' 18" 24- 102" 18" 18" 18" 18" 30° 18" 18" 18" 18" 36- 18" 18" 18" 18" 42' 15" 18" 18" 18" 48' 12.7/8" 15" 18" 18" 54' 12-7/8" 15" 18" 18" W. 11-114" 12-718" 18" 18" 70' 11-1/4" 12-7/8" 18" 18" 72- 11-1/4" 12-718" 1 1 18" 84' 10" 11-1l4" 18" 18" 90' 10" 11-14' 18" 18" Jamb Anchor Spacing Shim Thickness = 1/2" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centedine Width Frame Height 24° 108" 18" 18" 18" 18" 30- 18" 18" 18" 18" 36- 16, 18" 18" 18" 42- 16" 16" 18" 181, 48' 13-11116" 16" 18" 18" 54- 12" 13-11/16' 18" 18" W. 12" 13-11116" 18" 18" 70' 10-11/16, 12" 18" 18" 72' 10-11/16" 12" 18" 18" 84- 95/8" 1 10-11/161, 1 16" 18" 24' 114" 18" 18" 18" 18" 30- 18" 18" 18" 18" 36- 17" 18" 18" 18" 42- 14-9/16" 17" 18" 18" 48- 12-3/4" 14-9/16" 18" 18" 54" 12-3/4" 14-9/16" 18" 18" W. 11-5/16" 12-3/4" 18" 18" 70- 103/16" 11-5/16" 17" 18" 72" 103116" 11-5/16" 17" 18" 24- 120" 18" 18" 18" 18" W. tall 18" 18" 18" W. 18" 18" 18" 18" 42' 15-7116" 18" 18" 18" 48' 13-1/2" 15-7/16" 18" 18" 54- 12" 13-1/7' 18" 18" W. 10-13/16" 13-1/7' 18" 18" 70- 9-13/16" 12" 18" 18" 72' F 9-13/16" 10-13/16" 18" 18" 24- 126" 18" 18" 18" 18" 30- 18" 18" 18" 18" 36- 16-5/16" 18" 18" 18" 42- 1414" 16-5/16" 18" 18" 48' 12-11/16" 14-1/4" 18" 18" 54' 11-3/8" 14-1/4" 18" 18" M. 113/8" 12-11/16" 18" 18" 70" 9-1/7' ll3/8" 165/16" 18" 72- 9-112" 11-3/8" 165116" 18" 24' 132" loll 18" 18" 18" 30' 18" 18" 18" 18" 36' 17-1/8" 18" 18" 18" 42' 15" 17-118" 18" 18" 48' 13.5/16" 15" 18" 18" 54' 12" 13-5/16" 181, 18" 60" 10-15116" 17' 18" 18" 18" 18" 18" 18.1 18" 818—_.._IV, 15-3/4" 18" 18" 18"138" M 14" 153/4" 18"18" 12.5/8" 14" 18" 18" 11-7116" 14" 18" 18" 10-1/2" 12-5/8" 18" 18" 24- 144" 18" 18" 18" 18" 30- 18" 18" 18" 18" W. 16.1/2" 18" 18" 18" 42- 1411/16" 16-1/7' 18" 18" 48' 13-3/16" 14-11116" 18" 18" 54- 12" 13-3/16" 18" 18" E 11" 12" 18" 18„ -- FRAME WIDTH --� 6" MAX. SEE TABLE 6, THIS SHEET 2. 6" MAX. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. No. 5 0 S ATE '// BONA 11j1111 / rNN'�i •� NSF • l�iT �� 3705 —_ �O jj1111\ LLER, P.E. i8705 TABLE 7: CENTERLINE CENTERLINE WIDTH WIDTH nab m Q y ME n HT w O I uoq uasaQ nab U Q Y 00 \ N O c a DQ EQ. EQ. EQ. EQ. EQ. EQ. W G LJ tS­EE( JCORNER Z r TABLE 3 OR 4 ANCHOR, Uj U) O SEE SHEET J LO MID -PANEL MID -PANEL 4S Q M ANCHORS, SEE ANCHORS, SEE r TABLE 7, THIS TABLE 7, THIS ,� 0 SHEET SHEET ,� z CORNER 7V-i W = ANCHORS FOR -- o ANCHORLESS SILL SHOWN, HEAD p w U) 9M0 JAMB CONDITION, SIMILAR, ANCHOR z m }, O SEE SHEET 3 8 QUANTITY MAY VARY C L a= ry U [P------- ER TABLE, THIS SHEET. u, ^ o TABLES 3 OR 4. _(J 3 M m > (,I_ ® pNf7� > O ZZLLm � M �oQo Z �s V M >_ lea m >L U) J 0 W r Z �w ° ox Z }w Oow O aioas J0' i3N � � LLL O a:0 LL. 20= U. W W In z ro z_ _ o J M W U U o V i m m 'In^ QFZe UU' W v/ �o>� Ua U F— ~ U) rn a Z a//rl asap sauag 1. IF COMBINED WITH ANOTHER ASSEMBLY �ATE APPROVAL,oNy LYNN��'�. (COMPATIBLE RSTOREFRONT ENTRANCE \�1�? VICENSF 1�� DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE _ ,h.:: No. 58705 VALUE OF ANY ASSEMBLY OR THE _ STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE 5Y SYSTEM. ;�0�•.. SAT OF .'.�44� 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT �iS ' 40RID I".. G\�� DIMENSION. ��i S' 3. MID -PANEL ANCHORS TO BE EQUALLY '�,,�NAL NOTES: SPACED, +/- 1/2". 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2". A. LYNN MILLER, P.E. P.E.# 58705 Mid -Panel Anchor Quantity shim Thickness = va" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Ancho Centerline Width Frame Height Mid -Panel Anchor Quantity Shim Thickness = 1/a" Nominal Dim. Installed with Group "A" Anchors Installed with Group "8" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centerline Width Frame Height 24" 78' 1 1 1 1 30" 1 1 1 1 36" 1 2 1 i 42" 2 2 1 i Q. 2 2 2 1 54" 3 3 2 2 80" 3 3 2 2 70" 4 5 3 3 72" 4 5 3 3 84" 5 6 4 4 90" 6 7 5 4 92" 6 7 5 5 96" 7 8 5 5 102" 7 9 6 5 108" 8 9 6 6 24" 84" i 1 1 1 W. 1 1 1 1 36" 1 2 1 1 42" 2 2 i t 48" 2 2 2 i 54" 3 3 2 2 60" 3 3 2 2 70" 4 5 3 3 72' 4 5 3 3 84" 5 6 4 4 90" 8 7 5 4 92" 6 7 5 5 86" 7 8 fi 5 1oz^ e s s s 108" 8 10 7 6 24" �^ i 1 1 1 30" 1 1 1 -- 1 W. 1 2 1 _—_ 1 42" 2 2 i 1 48" 2 2 2 1 54" 3 3 2 2 60" 3 3 2 2 70" 4 5 3 3 72" 4 5 3 3 84" 5 6 4 4 90" 6 7 5 4 82" 6 8 5 5 96" 7 8 6 5 tOr' 8 9 6 5 24' 97-3/4" 1 1 i 1 30" t 1 1 t 36" t 2 1 t 42" 2 2 1 1 48" 2 2 2 1 �^ 3 3 2 2 70" 4 5 3 3 72" 4 5 3 3 U. 5 6 4 4 90" 6 7 5 4 82" 6 8 5 5 24" 702" 1 1 1 1 30" 1 1 1 1 36" 1 2 1 1 42" 2 2 i 1 48" 2 2 2 t 54" 3 3 2 2 W. 3 3 2 2 70" 4 5 3 3 72" 4 5 3 3 84" 5 6 4 4 9p" 6 7 5 4 Mid -Panel Anchor Quantity Shim Thickness = t/a" Nominal Dim. Installed With G Installed wkh Installed with Installed with Centedine Frame i m Q 0 w O TABLE 8: CENTERLINE �" CENTERLINE _ WIDTH WIDTH naa m ME N HT u! w O x uoq uasapnaa Z ¢ Y 00 N Q O_ O ajoQ EQ. EQ. EQ. EQ. EQ. EQ. ----- J L � L CORNER Z r J SEE TABLE 3 OR 4 ANCHOR, W � O SEE SHEET � _J 04 MID -PANEL MID -PANEL X8 Q M ANCHORS, SEE ANCHORS, SEE uma�a TABLE 8, THIS TABLE 8, THIS LILI _ SHEET SHEET Cd 0 CORNER •H W = ANCHORS FOR 7 0 F --ON SILL SHOWN, HEAD i 8 w ANCHORLESS w (n JMo SIMILAR, ANCHOR JAMB CONDITION, + z � } O SEE SHEET 3 & QUANTITY MAY VARY ¢ y N PER TABLE, THIS SHEET. U � � M x TABLES 3 OR 4. m O N M 0 >O O zZ m Z 0 �ioi� e— U U > K > U) j w❑ 0 L r r �w woi N y o O atl N # /0 aIDJS J t%N =mw LL m < 00 O >�o poi w W W CV mZ >ZC9 0 J � wxui17 03� m O M w U m U � w K > ' U ¢ U ~ U) v d Z aq,l 'asap sauag 1. IF COMBINED WITH ANOTHER ASSEMBLY \tttlll III//r�i WITH A SEPARATE APPROVAL, ��� NY LYNN p' '/'' COMPATIBLE STOREFRONT ENTRANCE ��\ �O' "%CEN �� / DOOR, PTAC LOUVER OR WINDOW Q��' 3F • `< INSERT) THE LESSER DESIGN PRESSURE — No. 58705 VALUE OF ANY ASSEMBLY OR THE = STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE - :��` SYSTEM. •• D �� 2. FOR SIZES NOT SHOWN, ROUND UP TO O,�'•, ATE OF \ THE NEXT AVAILABLE WIDTH OR HEIGHT i �` •., <ORIDP.•'• \�� 3. MIDPANIEELANCHORS TOBEEQUALLY '////ONALE�G\\\ SPACED, +/- 1/2". A. LYNN MILLER, P.E. P.E.# 58705 Mid -Panel Anchor Quantity Shim Thickness = 1/2" Nominal Dim. Installed with Group "A" Anchors Installed with Group Anchors Installed with Group Anchors Installed with Group "D" Anchors Centerline Width Frame Height 24' �� 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42• 2 2 1 1 48' 3 2 2 1 54• 3 3 2 2 60' 4 3 2 2 70' S 4 3 3 72' S 4 3 3 84' 6 5 4 4 90' 6 6 4 4 92' 7 6 5 5 96' 7 6 5 5 102" 8 7 5 5 108" 8 7 6 6 120" 9 8 6 6 13T 10 8 7 7 144" 11 10 8 8 24' �" 1 1 1 1 30' 1 1 ---1 t 36' 2 2 1 t 42' 2 2 1 1 48' 3 2 2 1 54• 3 3 2 2 W. 4 3 2 2 70' S 4 3 3 72' 5 5 3 3 84' 7 6 4 4 90• 7 6 4 4 92' 8 7 5 5 96' 8 7 5 5 t0Y 9 8 5 5 108" 9 8 6 6 120" 11 9 6 6 13Y 12 71 7 7 144° 13 t2 8 8 24' 72" 1 1 t 1 30" 1 1 1 1 36' 2 2 t 1 42' 2 2 1 1 48' 3 2 2 1 U. 3 3 2 2 60' 4 3 2 2 70• 5 5 3 3 72' 5 5 3 3 84• 7 6 4 4 90• 6 7 5 4 92" 8 7 5 5 96' 9 8 5 5 10Y 9 8 6 5 108" 10 9 6 6 120" 72 11 7 6 Mid -Panel Anchor Quantity Shim Thickness = 1/2" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Centedine Width Frame Height 24" 78' 1 1 t 1 W. 1 t 1 1 36" 2 2 1 1 42" 2 2 1 1 48" 3 2 2 1 54" 3 3 2 2 60" 4 3 2 2 70" S 5 3 3 72" 5 5 3 3 84" 7 6 4 4 90" 7 5 482" 7 5 596"8 g 5 510r 1 9 6 5 108" 11 8 6 6 24" 84' 1 1 1 1 30" t t 1 t 36" 2 2 1 1 42" 2 2 1 1 48" 3 2 2 1 54" 3 3 2 2 60" 4 3 2 2 70" S 5 3 3 7Y 5 5 3 3 U. T 6 4 4 �" 8 7 5 4 92" 8 7 5 5 96" 9 8 8 5 102" 10 9 6 5 108" 11 10 7 6 24" 1 1 1 1 30" 1 1 t 1 36" 2 2 1 t 42" 2 2 t 1 48' 3 2 2 1 54" 3 3 2 2 4 3 2 2 70" 5 5 3 3 72" 5 5 3 3 84" 7 6 4 4 90" 8 7 5 4 92" 8 8 5 5 86" 9 8 6 5 702" 10 9 6 5 24" 97-3/4" 1 1 1 1 30" 1 1 1 1 36" 2 2 1 1 42" 2 2 1 1 48" 3 2 2 t �" 3 3 2 2 W. 4 3 2 2 70" 5 5 3 3 72" 5 5 3 3 84" 7 6 4 4 90" 8 7 5 4 92" 8 8 5 5 24" 102" t 1 1 t 30" 1 1 1 1 36" 2 2 t 1 42" 2 2 t 1 48" 3 2 2 1 54" 3 3 2 2 60" 4 3 2 2 70" 5 5 3 3 72" 5 5 3 3 84" 7 6 4 4 90" 8 7 5 4 Mid -Panel Anchor Quantity Shim Thickness = 1/r Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Ancho Installed with Group "D" CeMedine Width Frame Height i i m w O Mullion DP, psf Avers Centerline Width Frame Height 5" Unreinton:ed Minton 5" Reinforced Mullion 7" Unreinfomed HD Mullion 24' 46" +70/80 +96/-120 +701-70 30' +70/80 +90/-120 +701-70 36' +70/80 +90/-120 +701-70 42' +70/80 +90/-120 +701-70 48' +70180 +90/-120 +70/-70 54" +70180 +901-120 +701-70 60' +70/80 +90/-120 +701-70 70• +701�80 +901-120 +70/-70 72• +70/80 +901-120 +70/-70 84" +70/80 +901-120 +70/-70 90" +70180 +99/-120 +701-70 92" +70180 +901-120 +70/-70 96" +70/80 +90/-120 +701-70 102' +901-120 +701-70 108" +901-120 +701-70 120' +901-120 +70/-70 132' +90/400 +701-70 1"*+901-100 + O/-70 24' 6U" +70/80 +901-120 +701-70 30" +7W80 +90/420 +701-70 36" +70180 +90/420 +70/-70 42' +70180 +90/420 +701-70 48' +70/80 +901-120 +701-70 54" +70/.80 +90/420 +701-70 60' +70180 +90/420 +70/-70 717 +70/80 +90/420 +701-70 72' +70/80 +90/-120 +701-70 84' +90/-120 +70/-70 90• +901-120 +701-70 92' +90/-120 +70/-70 96" +901-120 +701-70 102' +901-100 +701-70 108' +901-100 +701-70 120' +90/400 1 +701-70 132' +701-70 144' +70/-70 24' 72,E +70180 +90/-120 +701-70 30" +7W80 +90/-120---+70/-70 36' +70180 +901-120 +701-70 42' +70/80 +90/-120 +70/-70 48' +70/80 +9W-120 +701-70 54' +70180 +901420 +701-70 60' +70180 +90/-120 +701-70 70' +901-120 +701-70 72' +901-120 +70/-70 84' +90/-100 +701-70 90• +90/400 +701-70 92' +90/-100 +70/-70 96, +90/400 +70/-70 102' +70/-70 108' +701-70 120' +70/-70 Mullion DP, psf Average Centerline Width Frame Heigh 5' Unreinforced Mullion 5" Reinforced Mullion 7" Unreinforced HD Mullion 24" 78" +701-80 +90/-120 +7W-70 30" +701-80 +901-120 +70/-70 36" +70/-80 +90/-120 +701-70 42" +70/-80 +90/-120 +701-70 48" +70/-80 +90/-120 +701-70 54" +70/A0 +90/-120K+70/-70 60" +70/-80 +9W-120 Ar +90/42072" +9W-12084" +901-100090" +90/-100092" +90/-10000102" 108• +70/-70 24" �, +70/-80 +9W-120 +701a0 30.. +701-80 +90/-120 +701-70 36" +70/-80 +9W-120 +701-70 42" +70180 +901-120 +70/-70 48" +701-80 +9W-120 +701-70 54" +70/-80 +90/-120 +701-70 60" +9W-120 +7W-70 70" +901-100 +70/-70 72" +90/-100 +70/-70 84" +90/-100 +701-70 90 +7Wa0 92" +701-70 96" +7W- 0 102' +701-70 24" 90, +70/80 +90/-120 +70/-70 30" +70/-80 +901-120 +70/-70 36" +70160 +901-120 +701-70 42" +70/-80 +901-120 +701-70 48" +701-80 +901-120 +701-70 54" +90/-120 +70/-70 W, +901-120 +701-70 70" +901-100 +701-70 72" +90/-100 +701-70 84" +7W-70 94Y^ +70/-70 92" +701-70 96'• 1 +701-70 24" 97-3/4" +701-80 +901-120 +70/-70 30" +701-80 +90/-120 +701-70 36" +701-80 +901-120 +70/-70 42" +70/80 +90/-120 +701-70 48" +701-80 +901-120 +70/-70 54" +901-120 +70/-70 W. +901-100 +70/-70 70" +90/-100 +701-70 72" +901-100 +701-70 84" +701-70 24" 102" +70180 +90t-120 +70/-70 30" +70/-80 +90/-120 +701-70 36'• +70/-80 +9W-120 +701-70 42" +68.3/4&1 +901-120 +70/40 48" +901-120 +70/-70 54" +9W-120 +70/-70 60" +90/-100 +701-70 70" +901-100 +701-70 72" +70/-70 84" +70/-70 Mullion DP, psf Average Centerline Width Frame HeightUnreinforced 5" Mullion 5" Reinforced Mullion 7" Unreinforced HD Mullion 24" 108" +70/80 +901-120 +701-70 30, +70/80 +901-120 +701-70 36' +65-6/.74.9 +901-120 +70/-70 42' +57. 1/65.3 +90/420 +701-70 48' +90/420 +701-70 54• +901-100 +70/-70 60' +90/400 +70/-70 70' +701-70 72" +701-70 84' +70/-70 24' 114" +70/80 +901-120 +70/-70 30' -65.81-75.2 +90/-120 +701-70 36' +65.5/63.4 +90/420 +701-70 42' +901-120 +701-70 48" +90/-120 +70/-70 54' +901400 +701-70 60• +901-100 +701-70 70' +701-70 72' +701-70 24• 120" +69.71-79.6 +90/420 +701-70 30' +56 V64.3 +901-120 +70/-70 W. +47AIZ4.2 +901420 +701-70 42• +901-120 +701-70 48' +901-120 +70/-70 54- +90/400 +70/-70 60" +901-100 +701-70 70' +691-69 72- +67.9167.9 24' 126" +60A/68.7 +901-120 +70/-70 30, +4R5/55A +90/4" +70/-70 36' +40.8148.6 +9W-120 +701-70 42' +g01-116.1 +701-70 48. +9W-100 +701-70 54' +841-93.4 +701-70 60' 1 +701-70 24- 132" +52.2/59.6 +90/-120 +701-70 30' +42.1/48.1 +90/420 +70/-70 36' +901-116_1 +70/-70 42' +90/-100.6 +701-70 48' +80.5/-89A +70/-70 54' +72.6/80.6 +70/-70 60' +67. V67.1 24" 138" +45.6152.1 +901-120 +701-70 30' +36.7/42 +90/-120 +70/-70 W. +9W-101.3 +701-70 42' +79.2/-88 +70/-70 48' +70.11-77.9 +70/-70 54' +68.5/68.5 60' +63.3163.3 24" 144" +40.1145.8 +90/-120 +70/-70 30' +32.3/86.9 +901-105.9 +70/-70 36- +80.3189.2 +701-70 42' +69.51-77.2 +70/-70 48'1 +61.5168.3 +70/-70 54' +66165 60• 60l60 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FRAME HEIGHT FF HE AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 WIDTH 2 - CENTERLINE CENTERLINE WIDTH 1WIDTH 2 REINFORCEMENT PART # 10, IF REQUIRED, SEE TABLE 9 INTERIOR MULLIONS AVERAGE CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 CENTERLINE WID H1CENTERLINE WIDTH 2 REINFORCEMENT PART # 10, IF REQUIRED, SEE TABLE 9 AME IGHT ANCHORLESS JAMB/MULLION OPTION/ HORIZOf MULLION N P�'t�O' VICENgF M/`�F * No. 58705 i� '•. �SrAMEOF •'•. FCORIOl'- •'•G\�� S/0NAL ,? A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, POCKET FILLER NOTSHOWN 1)OR HORI EXTERIOR V 5.000" ---� 00 .094"� 1) JAMB/MULLION 4.596" 094" —r 1.385" L HORIZONTAL POCKET FILLER 3.878" — J 067' 1.000" 7) 9116" LAMI GLASS STOPf 313" — �- 4.500" 10 STEEL REINFORCEMENT TAR[ F 10 s.000° ----— 20001, .094" 0 HEAD/SILL/HORIZONTAL 4.192" 94" � .4 1 OFLAT FILLER PLATE (USED WITH NON-REINF. MULLION) 3.193" 062" 1.000" 8)1-1/4" IG GLASS STOP 11 HD JAMB/MULLION ftem# Part# Description Material 1 CGIC-206 Jamb/Mullion 6063-T6 Alum. 2 CGIC-201 Head/Sill/Hodzontal 6063-T6 Alum. 3 CGIC-207 Vertical Pocket Filler 6063-T6 Alum. 4 CGIC-202 Horizontal Pocket Filler 6063-T6 Alum. 5 CGIC-203 Flat Filler Plate (used with non-reint. mullion) 6063-T6 Alum. 6 CGIC-003 Flat Filler Plate (used with reinforced mullion) 6063-T6 Alum. 7 CGIC-204 9116" Lami Glass Stop 6063-T6 Alum. 8 CGIC-205 1-1/4" IG Glass Stop 6063•T6 Alum. 9 CGIC-212 Door Transom Adapter 6063-T6 Alum. 10 CGIC•209 Steel Reinforcement 6063-76 Alum. 11 CGIC-208 HD Jamb/Mullion 606376 Alum. 13 CGCC-214 HD Jamb Cover 6063-T6 Alum. 14 CGIC-213 HD Mullion Cover 6063-T6 Alum. 30 1652 Setting Block 3/16" x 7/16" x 4", Duro = 85 +/-5 EPDM 31 1704 IG Setting Block 3/16" x 13/32" x 4", Duro = 85 +/-5 EPDM 36 Thermo -plastic Spacer System varies 37 Foam Spacer System %Odes 38 Metal Reinforced Foam Spacer System varies 39 Metal Spacer System varies 40 CGtC-006 Glass Stop Gasket (@ beading, duro. = 65 +/S) EPDM 41 CGIC-007 Spacer Gasket (@ glazing leg, duro. = 80 +/-5) Santoprene 42 Silicone Backbedding. Dow 791, 983, 995, GE7700 50 CGIC-010 Frame Assembly Screw (#12 x 1-1/2" Hex Washer) Stainless Steel ) 4.96" 0�{ 94" 1.385" 0 VERTICAL POCKET FILLER )6 FLAT FILLER PLATE (USED WITH REINFORCED MULLION) 5.000" t i )9 DOOR TRANSOM ADAPTER 2.078" 2.076„ 13 HD JAMB COVER 14 HD MULLION COVER \\\\\111111I f/ LYN N */fie' ` No.58705 44t; n SAT OF A. MIL9R, P.E. P.E.# 58705