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Home My WebLink AboutAPPROVED HR4010NOASERIES 4010A NON -IMPACT HORIZONTAL ROLLER 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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X 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. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. 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. 5) SHIMS ARE REQUIRED AT EACH FLANGE 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. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS 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. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 7) REFERENCES: TEST REPORT FTL-6657, 6658 & 18-7858 FLORIDA PRODUCT APPROVAL #29460 74" OVERALL WIDTH 73" BUCK WIDTH F—B C 72" OVERALL HEIGHT 71" BUCK HEIGHT LL C 90" OVERALL WIDTH 63" OVERALL HEIGHT 62" BUCK HEIGF ALWAYS 3" LAB 3-3/16" REQUIRED SEE NOTE D, THIS SHEET 9" MAX @ CORNERS TYP. XO ELEVATION (OX SIM.) E:> USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR WINDOW CONFIGURATION (OX, XO, XOX), SIZE AND GLASS TYPE, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLE1 ACCORDING TO THE INSTALLATION CONDITIONS 4) DETERMINE THE ANCHOR QUANTITY FROM SHEET 2. VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLE 1, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. 5) INSTALL AS PER SHEET 3 GENERAL NOTES ............................1 ELEVATIONS .................................... 1 ANCHOR SPECIFICATIONS ............ 2 ANCHOR SPACING/QUANTITIES... 2 INSTALLATION ................................. 3 DESIGN PRESSURES ......................4 GLAZING DETAILS .......................... 4 CORNER ASSEMBLY ...................... 5 EXTRUSION PROFILES .................. 6 PARTS LIST ..................................... 6 WEEPHOLE NOTES: A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67". C. REQUIRED IF WINDOW WIDTH IS OVER 89". D. REQUIRED IF WINDOW WIDTH IS OVER 45". F A 63" OVERALL HEIGHT 62" BUCK HEIGHT 11 t f - - -- @ CORNERS SEE NOTES B & C, THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEET 4 NOT RATED FOR IMPACT RESISTANCE 120" OVERALL WIDTH 119" BUCK WIDTH F—B � a> ALWAYS SEE NOTE A, SEE NOTES B & C, REQUIRED THIS SHEET THIS SHEET 3 @ CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION 1 3-3/16" ADDED ULTRACON+ ANCHORS - JR - 08/27/20 Q � Y W CV nUN z 0 Q > `-', _ "t O rn oog co d eoa 0� rn N o�w N p � I � a. 0 J ch 2 O::i 0� r - O W Z p Q J O L H D 2 Z c9 w W Z W LL } W _ U U o LU CO O a—0 ofe OU Z W H U W Y uMQa Q °N C)> W 0 2 NNIQ U —0 c� (.0 IL IL O Z Z 4—qs ® O 0 W p Q H Z > Z W J Q W _ o LL J o Q O = - �}p j ssarj saua5 ��•�` ONE LYN/V �'�� '' �10ENSF • /�(� i * No. 58705 _;�: U 913120 �0 STATE OF ll Of I AL `�� TARI F 1 Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness #12, Steel SMS (Gr. 5 or 410 SS, (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.060" A36 Steel 3/8" 9/16" 0.0501, Gr. 33 Steel Stud 3/8" 9/16" 0.045" (20 Ga) 1/4" Elco UltraCon Jamb Hollow or Filled Block, (ASTM C90) 2-1/2" 6" 1-1/4" All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" All Southern Pine (SG = 0.55) 1-1/16" 1-1/16" 1-3/8" 1/4" DeWalt UltraCon+ Jamb Hollow Block, (ASTM C90) 1-3/8" 6" 1-1/4" Jamb Filled Block, (ASTM C90) 1" 6" 1-3/4" All Concrete (min. 2.85 ksi) 1-1/4" 4" 1" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 1/4" 410 SS Elco CreteFlex@ Jamb Hollow or Filled Block, (ASTM C90) 1-3/4" 6" 1-1/4" All Concrete (min. 3.35 ksi) 2-1/2" 4" 1-3/4" IF THE FRAME CONTAINS A FACTORY COUNTERSINK, ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. 63" OVERALL HEIGHT 90" OVERALL WIDTH 1 ANCHOR @ MIDSPAN 1 ANCHOR ON 1 ANCHOR ON EACH SIDE OF EACH SIDE OF 1 ANCHOR AT THE MEETING THE MEETING 1 ANCHOR AT CORNER RAIL RAIL CORNER 26-3/16" FIXED VISIBLE LIGHT !! 56-9/16" / SASH VISIBLE 57-13/16" FIXED / VISIBLE / LIGHT LIGHT / 26-3/16" SASH VISIBLE LIGHT 9" MAX. If 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/3-1/3-1/3) ANCHORAGE & MAX. VISIBLE LIGHT OPENING 9" MAX. 63" 15" MAX. OVERALL O.C. HEIGHT 15" MAX. O.C. FOR WINDOWS UP TO 63" TALL, 20" MAX. O.C. FOR WINDOWS OVER 63" 74" OVERALL WIDTH 1 ANCHOR ON 1 ANCHOR EACH SIDE OF 1 ANCHOR AT CORNER THE MEETING AT CORNER RAIL 65-9/16" 66-13/16" SASH SASH VISIBLE VISIBLE LIGHT LIGHT 33-5/16" 33-5/16" SASH SASH VISIBLE VISIBLE LIGHT LIGHT 9" MAX. 72" OVERALL HEIGHT 11 I I I I 9" MAX. If 9" MAX. FROM CENTER OF MEETING RAIL TYP. XO ANCHORAGE (OX SIM.) & MAX. VISIBLE LIGHT OPENING 1 ANCHOR ON 1 ANCHOR EACH SIDE OF AT CORNER THE MEETING RAIL 120" OVERALL WIDTH 2 ANCHORS FOR FRAME WIDTHS 109" AND OVER, OTHERWISE 1 ANCHOR 1 ANCHOR ON EACH SIDE OF THE MEETING 1 ANCHOR RAIL AT CORNER / 56-9/16" SASH VISIBLE E:� 57-13/16" FIXED / VISIBLE / LIGHT LIGHT / / 26-7/8 54-3/4" FIXED SASH VISIBLE LIGHT VISIBLE LIGHT 9" MAX. If 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/4-1/2-1/4) ANCHORAGE & MAX. VISIBLE LIGHT OPENING 9" MAX. 1 15" MAX. O.C. f 0 Q � Y W CV n°N z (D Q > gF _ O rn C, U) d a°a oFw O Lj >- (D I� 4t N d 0 v J ch S O : r O W Z p Q J O � H 2 Z w LJJ Z W — LL } LL, a-U e U O a-0 � LU Z t W � W U) Y uMpJQ °N �Z U —0 ~ (D d LL O CV Z aaayS �'' H O Z Z_ O Z LL Z 7°°S 0' <o = O 2 C) Q Q 2 a�}�1 �°saQ saua5 ��•�` ONE LYN/V �'�� '' �10ENSF • /�(� i * No. 58705 -)3 449/3/220 LIJ -:7 �0 STATE OF It '•.FLOWS ' \_� �,ll Of I AL `�� A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE INSULATED GLAZING SHOWN OVERALL HEIGHT BUCK O HEIGHT EXTERIOR a EDGE DISTANCE EDGE EMBED - DISTANCE MENT i __F MONOLITHIC GLAZING SHOWN X EXTERIOR SHOWN INSTALLED THRU 1X BUCKSTRIP VERTICAL SECTION B-B EMBEDMENT LOCKS AT SASH SIDE RAIL OR EMBEDMENT ��MEETING RAIL X INSULATED GLAZING SHOWN MONOLITHIC GLAZING SHOWN O mm HD FIXED MEETING RAIL SHOWN. - BUCK WIDTH OVERALL WIDTH HORIZONTAL SECTION A -A #12 STEEL v X I "I SELF -DRILLING SMS (G5), SEE TABLE 1 SHOWN INSTALLED __ DIRECTLY INTO METAL. 25 HD. FIXED MEETING INSTALLED INTO 5 RAIL SHOWN, MAY 6 APPROVED ALUMINUM, ALSO BE STD. FIXED STEEL FRAMING OR MEETING RAIL. STEEL STUD. BUCK WIDTH OVERALL WIDTH HORIZONTAL SECTION C-C 9 SHOWN INSTALLED THRU 1X BUCKSTRIP X STD. FIXED MEETING RAIL SHOWN #12 STEEL SELF DRILLING SMS (G5), SEE TABLE 1 EXTERIOR MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. 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 PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X 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. 3) SEE SHEET 2 & TABLE 1 FOR SPACING REQUIREMENTS. 4) MAX. SHIM THICKNESS TO BE 1/4". EMBEDMENT EDGE DISTANCE 1 Q � Y w CV nUN z Q > gF "t O ER rn oog U) d eoa 0� 0 rn o�w N p LL I 4t d C) 0 J ch S O ::i r O Z p Q J O LL c) H D 2 Z LD w LJJ Z W LL } w d _ e Lu U o 00 O -O OU Z W F- W � Y uMQaQ ON �> W o2 NNIQ o Z U z 0 I LL O cy) _ Z aaayS ®)) o z0 Z Z a�UUs L <O � U) _ U) () O Q LYNN .. �10ENSF i * No. 58705 ` �v�-ter*-- - U 913120 �0 STATE OF ((L4j� •.FLOW9P. ' \_� //ll Of I AL \ `\\\ 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: MAXIMUM DESIGN PRESSURES (psfl Overall Width Overall Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Rail Glass 1 Glass 2 Glass 3 1 Glass 4&51 Glass 1 Glass 2 Glass 3 Glass 4&5 53-1/8" 38-3/8" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 61" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 66" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 74" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 53-1/8" 44„ +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 61" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 66" +/-48.5 +/-50.0 +/-50.0 +/-50.0 +/-48.5 +/-50.0 +/-50.0 +/-50.0 74" +/-44.2 +/-50.0 +/-50.0 +/-50.0 +/-44.2 +/-50.0 +/-50.0 +/-50.0 XO ` o 26-1/2" 50-5/8" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 37" +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 45" +/-44.6 +/-50.0 +/-50.0 +/-50.0 +/-44.6 +/-50.0 +/-50.0 +/-50.0 49" +/-43.6 +/-50.0 +/-50.0 +/-50.0 +/-43.6 +/-50.0 +/-50.0 +/-50.0 53-1/8" +/-43.5 +/-50.0 +/-50.0 +/-50.0 +/-43.5 +/-50.0 +/-50.0 +/-50.0 61" +/-42.8 +/-50.0 +/-50.0 +/-50.0 +/-42.8 +/-50.0 +/-50.0 +/-50.0 66" +/-41.6 +/-50.0 +/-50.0 +/-50.0 +/-41.6 +/-50.0 +/-50.0 +/-50.0 74" +/-38.9 +/-50.0 +/-50.0 +/-50.0 +/-38.9 +/-50.0 +/-50.0 +/-50.0 O X 26-1/2" 63„ +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 +/-50.0 37" +/-49.7 +/-50.0 +/-50.0 +/-50.0 +/-49.7 +/-50.0 +/-50.0 +/-50.0 45" +/-35.5 +/-50.0 +/-50.0 +/-50.0 +/-35.5 +/-50.0 +/-50.0 +/-50.0 49" +/-32.3 +/-50.0 +/-50.0 +/-50.0 +/-32.3 +/-50.0 +/-50.0 +/-50.0 53-1/8" +/-31.2 +/-50.0 +/-50.0 +/-50.0 +/-31.2 +/-50.0 +/-50.0 +/-50.0 61" +/-31.8 +/-45.4 +/45.4 +/-50.0 +/-31.8 +/-50.0 +/-50.0 +/-50.0 66" +/-32.0 +/-43.0 +/-43.0 +/-50.0 +/-32.0 +/-49.3 +/-50.0 +/-50.0 74" +/-30.0 +/-40.0 +/40.0 +/-50.0 +/-30.0 +/-47.9 +/-50.0 +/-50.0 26-1/2" 72„ - - - +/-50.0 +/-50.0 +/-50.0 37" - - - +/-50.0 +/-50.0 +/-50.0 45" - - - - +/-50.0 +/-50.0 +/-50.0 49" - - - - +/-50.0 +/-50.0 +/-50.0 53-1/8" - - - - - +/-50.0 +/46.8 +/-50.0 61" - - - - - +/-44.0 +/46.4 +/-50.0 66" - - - - - +/-41.2 +/-47.0 +/-50.0 74" - - - - - +/-39.8 +/-45.0 +/-50.0 M 85" 44„ - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 90" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 c� 74" 50-5/8" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 85" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 90" - +/-48.6 +/48.6 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 Q X O X 53-1/8" 63" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 61" - +/49.0 +/49.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 74" - +/41.9 +/41.9 +/48.8 - +/-50.0 +/-50.0 +/-50.0 85" - +/-37.7 +/-37.7 +/44.0 - +/-50.0 +/-50.0 +/-50.0 90" - +/-36.2 +/-36.2 +/-42.2 - +/-48.2 +/-48.2 +/-50.0 97" 38-3/8" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 109" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 120" - +/-49.7 +/-50.0 +/-50.0 - +/-49.7 +/-50.0 +/-50.0 r 85" 44" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 97 - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 109" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 120" F - +/-47.9 +/-50.0 +/-50.0 - +/-47.9 +/-50.0 +/-50.0 c� r v O 74" 50-5/8" - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 85" - +/-49.1 +/-49.1 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 97" - +/-46.3 +/-46.3 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 109" - +/-44.7 +/-44.7 +/-50.0 - +/-48.4 +/-48.2 +/-50.0 120" - +/-43.6 +/43.6 +/-50.0 - +/-44.3 +/44.1 +/-50.0 X 53-1/8" 63„ - +/-50.0 +/-50.0 +/-50.0 - +/-50.0 +/-50.0 +/-50.0 74" - +/-39.3 +/-39.3 +/-45.9 - +/-47.9 +/-50.0 +/-50.0 85" - +/-35.8 +/-35.8 +/-41.8 - +/-46.8 +/47.8 +/-50.0 97" - +/-33.1 +/-33.1 +/-38.7 - +/43.9 +/44.2 +/-50.0 109" - +/-31.2 +/-31.2 +/-36.4 - +/-40.5 +/-39.6 +/-50.0 120" +/-30.0 +/-30.0 +/-35.0 - +/-37.5 +/-35.8 +/-50.0 1 /8"-- 1/8" ANNEALED OR TEMPERED GLASS 1/8" GLAZING GLASS TYPE 1 1/2" NOM. GLASS STACK 1/8" ANNEALED 1/4" AIRSPACE 1/8" ANNEALED 1/2" I.G. GLAZING GLASS TYPE 3 TABLE 3: 3/16"1 3/16" ANNEALED GLASS 3/16" GLAZING GLASS TYPE 2 3/16"1 f 3/16" TEMPERED GLASS 1/2" NOM. GLASS STACK 1/8" TEMPERED 1/4" AIRSPACE 1/8" TEMPERED 3/16" GLAZING 1/2" I.G. GLAZING GLASS TYPE 5 GLASS TYPE 4 Glass Types 1 1/8" Annealed or Tempered 2 3/16" Annealed 3 1/8" Annealed-1/4" Airspace-1/8" Annealed 4 3/16" Tempered 5 1/8" Tempered-1/4" Airspace-1/8" Tempered NOTES: 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 0 Q � Y W cn CV nUN (D Q > `-'� _ O rn C, U) 0- a°a o� � 0Fw O LL I 4t N d C) 0 J ch 2 O ::i r - O W U) Z p Q J O L H D 2 Z C7 w LJJ Z W cS LL } W d e QUO Lu co O a-o oof Z W U W Y uM°aQ ON o> W z� NNIQ Z O O CL IL O Z )O&qS O H Z O Z _ LL Z 7�UsS = O o 2 0) Q Q 2 a�4-1 ssaQ sauaS ��•�` ONE LYN/V �'�� '' �10ENSF • /�(� i * No. 58705 3 U 9/3/2 LIJ �0 STATE OF ((/�� '•.FLORWDP. ' \_� �,ll Of I AL `�� A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS 33 SILL ADAPTER VVccrrlUL_c DETAILS SHOWN WITHOUT WEEPHOLE COVERS. O2 SILL SEE SHEET 1 FOR QUANTITY AND SPACING STD. MEETING RAIL (HD SIMILAR) DOW-791, 899, 983 OR GE-7700 BACKBEDDING DM. BITE TYP. GLAZING DETAIL Y w N nUN z (7 Q > `-'� _ O ER � oo U d aOa o� ow O } I N N a. 0 J ch 2 O::i 0� r - O Z p Q J O LL 0 H D 2 Z� (D w W Z W LL } w d e U U O 00 O a—O � OU Z W F- W U) Y UmOaQ °N o> W z2 NNIQ Z U OF d J (0 Q L.L w 0 O Z W 4—qs J ® Q d Z W Z Lu >� a�Oss o = W Z O OU Q 2 "�}pj OsaQ jwoes1 ��•�` ONE LYN/V M �'�� '' �10ENSF • /�(� i * No. 58705 ` )3 U y 1.3120 �0 STATE OF FL OW9 P . ' \_� �,ll Of I AL `�� A. LYNN MILLER, P.E. P.E.# 58705 TARI F 4- Item Description 1 Frame Head 2 Frame Sill 3 Sill Adapter 4 Frame Jamb (Fixed) 5 Frame Jamb (Operable) 6 Heavy Duty Fixed Meeting Rail 7 Side Rail Lock 8 Sash Top & Bottom Rail 9 Standard Fixed Meeting Rail 10 Sash Side Rail 11 Sash Meeting Rail 12 Dogbone Reinforcement 13 Sash Stop 15 3/16" Bead 16 1/8" Bead 17 I.G. Bead 23 .190" X .200" Q-Ion Wstp. (Frame) 24 .187" X .230" Fin Wstp. 25 Bulb Vinyl Wstp. (Sash) 26 Frame Sill Gasket, Polyethelyne, opt. 27 Frame Head Gasket, Polyethelyne, opt. 28 jSash Gasket, Polyethelyne, opt. 29 lWeephole Cover 30 Sweep Latch 31 Roller Housing & Guide 32 Roller 33 Frame/Sash Corner Sealant, opt. 50 jSettingBlock 3/32" X 1/4" X 1" 51 Setting Block 1/8" X 1/2" X 1" 70 Kommerling Kodispace 4SG TIPS 71 Quanex Super Spacer 72 Metal IG Spacer 81 Silicone Glazing Sealant 1.931" .062" 1.853" 10 SASH SIDE RAIL 6063-T6 ALUMINUM 2.009" 2.000" OFRAME HEAD 6063-T6 ALUMINUM 2.463" OFRAME JAMB (OPERABLE) 6063-T6 ALUMINUM 1.932" 1.457" .0762"- 11 SASH MEETING RAIL 6063-T6 ALUMINUM 2.824" 1---- 2.000" OFRAME SILL 6063-T6 ALUMINUM 1.845" 062" 2.010" 093" .062" OHD FIXED MEETING RAIL 6063-T6 ALUMINUM 8DOGBONE 12 REINFORCEMENT 6063-T6 ALUMINUM .875" L2.610" .062" OSILL ADAPTER 6063-T6 ALUMINUM OSIDE RAIL LOCK 6063-T6 ALUMINUM 1.113" 1 781" 040" f .050" .926" 1.245" 1.599" .062" 2.124" 4OFRAME JAMB (FIXED) 6063-T6 ALUMINUM (SASH TOP & BOTTOM RAIL 6063-T6 ALUMINUM .720" n .532„ 13 SASH STOP 15 3/16" BEADING 6063-T6 ALUMINUM PVC 1.845" 1.0101, JE .062" .062" J OSTD. MEETING RAIL 6063-T6 ALUMINUM �( .72�0" U I I .469" 16 1/8" BEADING } PVC 734" �.357" 17 IG BEADING PVC 0 rn Q N nJj LU U � Q N W 2}Da } � N J ILL C11 0 J ch S QQ J CC r O O Z LL O Z w = LI U U o LL } w d a-O = uMpJQ co LU Z O ofe OU W °N NMQ W oW Y Z �Z U -0 CL LL O z aayS U) co OO o � z z_ o X 2 LU C) � Q m 2 a�}�l �°sad saua5 `�11111f�� N� LYNN i * No. 58705 �0 STATE OF ((/LIJ� .FLORM ' GN A. LYNN MILLER, P.E. P.E.# 58705