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HomeMy WebLinkAboutEngineering FILE COPY D.L.OPG.WIDTH D.L. OPG. WIDTH D.L. OPG.WIDTH D.L. OPG.WIDTH �U SEE CHART SHEET 2 SEE CHART SHEET 2 SEE CHART SHEET 2 m SEE CHART SHEET 2 m 0 U m O qw � I ___---,----- O °� N �-----------r O b Mo m a o u < 05 /� O IWL N yU-j 2 09 = C9W a W 71L N Iy�, zW 2 N 2:N_ IS o o = '/ -V, f d 3 mw O U CL W OJJqq(( J UJ U O W O y UW�W Lill N Wm �I �K W m m VO N W m WIDTH 'W' `� '/• ; ii ��`� n SEE JAMB ANCHOR Oi /� I II 44y a o N o SPACING CHART a} JW I II Wpb o a I II vi o fn C.7 D'U) II Q N EL O O'M N 3"MAX. {�- ��` 1 I`��---II 'E HEAD/SILL 16' MAX. -- 11 i 3"MAX. 16 MAX. vi .20 m CORNERS 5 2, 3 OR 4 ANCHORS I A a a o HEAD/SILL I I HEAD/SILL HEAD/SILL �+ O M AT EACH SIDE EE HEFT 5­ I CORNERS w O SEE SHEET 5 _DOOR MULLION ANCHORS 5' o uT�v SERIES SMI-45 ALUMINUM STOREFRONT SYSTEM FOR CAPACITY SEE SHEETS 6 & 7 a' _J THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE 0 COUNTY APPR'D DOORS. UMIT MAX.DESIGN LOADS FOR JAMB ANCHORS TYPICAL ELEVATIONS LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WIDTH•W ANCHORS AT ANCHORS AT WILL APPLY TO ENTIRE SYSTEM. MAX. 14'O.C. 7'O.C. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. 36' 120.0 120.0 42' 111.2 120.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 48' 97.3 120.0 0 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 54' 86.5 120.0 - INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 60' 77.8 120.0 THIS SYSTEM IS NOT RATED FOR IMPACT. _ 113Y OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE 66' 70.8 120.0 INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE H DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 72' 64.9 120.0 USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES TO THE BUILDING STRUCTURE. COMPLYING WITH HVHZ REQUIREMENTS. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA MUST MEET AND INSTALLED PER MNUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. d MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N ° A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO.WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON #259481 ' ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE �c ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USING APPLICABLE ASCE 7 STANDARD. - 111111 T1 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT SEE CHARTS ON SHEET 2 FOR DESIGN LOAD A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND \\\�_711pp1,� A I T77A,� m o / STEP 2 CAPACITY OF DESIRED GLASS SIZE. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \\ Yr GEN@ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PROVIDED HE/SHE DOES,NOT DEVIATE FROM THE CONDITIONS DETAILED ��;.•� F•.• 9 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. ON THIS DOCUMENT. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION HEIGHT USING CHARTS ON SHEETS 3&4 FOR STOREFRONT B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY MULLION AND SHEET 6&7 FOR DOOR MULLION. ALTERED BY ANY MEANS. - o.70592 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED WATER INFILTRATION RESISTANCE ETC. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(ED.RJ USING CHART ON SHEETS 5 SELECT ANCHOR OPTION FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER O CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEPS USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED S7 E drOwin no. AND TO BE REVIEWED BY BUILDING OFFICIAL. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE IN STEP 1 ABOVE. SPECIFIC DRAWINGS FOR REVIEW. �i�•••• to T;,:' `��\ IN MANUFACTURER'S WITH LABELSHALL BE 1709.9 3TOFFLORIDA ON A READILY VISIBLE CODEOCATION STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 D-THIS P.E.D.SHALL HE PROFESSIONAL ENC NTHE DATE AND EER OF RECORD RTIGINALHAT SEAL AND RSIGNATURE OF ��i,S4S®® �L $-09F LABELING TO COMPLY WITH SECTION 1709.9.2. AND 4 SHALL APPLY TO ENTIRE SYSTEM. //TTTIL111L71 sheet 1 Of 11 Sealed:1/24/2018 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF D.L.O. WIDTH D.LO. WIDTH NOMINAL DIMS. 1/4"TEMP. CL NOMINAL DIMS. 1/4"TEMP.CL. D.L.O.WIDTH D.LO,HEIGHT EXT.(+)&INT.(-) D.L.O.WIDTH D.L.O.HEIGHT EXT.(+)&INT.(-) I I m 24" 120.0 24" 120.0 m j 28" 120.0 28• 120.0 O 32" 120.0 32" 120.0 36" 120.0 36" 120.0 "L S 40" 120.0 40' 96, 115.2 i /�, �0I N�°Ln 44" 120.0 44" 11 J.2 0 IL O fjuV 48" 72' 120.0 q8' 112.6 S20 tiN W 52" 120.0 52' 111.1 = (�0 w tNt44 56" 120.0 56" 110.6 p pl o 60" 120.0 24" 120.0 p 64• 120.0 28• 120.0 w N 0 fib' 120.0 32" 120.0 72' 120.0 36' 102' 115.2 J _ LL_Z -a 24" 120.0 40" 107.0 J 0 J 28' 120.0 44' 105.0 Q w OI f 32' 120.0 48" 103.9 36' 120.0 52" 102.4 �O m 40" 120.0 24" 120.0 �-+ y r7 1D 44' 78" 120.0 28' 120.0 48" 120.0 32' 120.0 arc N 52' 120.0 36' 108' 110.1 1/4•TEMPERED GLASS 56' 120.0 40• loos y 3 60' 120.0 44• 97.8Of LO 0 o Y 64' 120.0 48' 1 96.8 68" 120.0 24' 120.0 i ? M N ? EQ 1m 24' 120.0 28' 120.0 is c I 28' 120.0 32' 114' 120.0 m 32' 120.0 36• 120.0 36' 120.0 40' 106.0C, 40' 120.0 44' 95.71 W 44' 84' 120.0 24• 120.0 �' a 48' 120.0 28' 120.0 52' 120.0 32' 120" 120.0 y 56" 120.0 36' 120.0 60" 120.0 40' 1az.s GLAZING DETAIL 64" 1 120.0 44' 92.2 24" 120.0 24' 120.0 a 28' 120.0 28" 120.0 - V 32" 120.0 32" 126' 120.0 36" 90" 120.0 36' 119.8 40" 120.0 40• 100.9 44^ 120.0 24' 120.0 c m 0 48' 120.0 28' 120.0 'H ° 52' 120.0 32" 132" 120.0 c 56' 1 1 120.0 36' 117.8 `111111111111] 0 40' ss.E �® Ak46yg-p'��ii� 24" 120.0 VCENS"'•;''U �� I o 28• 144" 120.0 32" 120.0 No.70592 I a a 36" 113.7 NOTE: 0 .. 8 T F drawing no. GLASS CAPACITIES ON THIS SHEET ARE ; •.!2oa1oP.•'� 18-09F ITY CHART BASED ON ASTM E1300-09 (3 SEC. GUSTS). GLASS CAPACFL #25948.1 �i,"®I�911111``�` sheet 2ofil Sealed:1/24/2018 MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF pp WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS INTERMEDIATE HORIZONTALS IERMEDIATE HORIZONTALS 1�u NTo NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING ro WIDTH(W) FRAME HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z w 24• 80.0 120.0 80.0 120.0 24' 80.0 85.0 80.0 120.0 o W Q 30' 80.0 120.0 80.0 120.0 JO' 68.0 66.0 60.0 120.0 v f x rri 36• 80.0 120.0 80.0 120.0 36" 56.7 56.7 80.0 116.5 = '' O; 0 = a 6 42" 80.0 120.0 80.0 120.0 42' 96" 48.6 48.6 90.0 99.8 �+ n a �+ Q JO-0-IT 48" 80.0 115.0 80.0 120.0 48' 42.5 42.5 60.0 67.4 �� n S tyWVl 54' 60' 80.0 102.2 80.0 120.0 54' 37.8 37.8 77.7 77.7 O 60" 80.0 92.0 80.0 120.0 60' 34.0 34.0 69.9 69.9 0 7 � 66' 80. 83.6 80.0 120.0 24° 70.9 70.9 80.0 120.0 a¢ 72' 76.66 76.6 80.0 120,0 30' 56.7 56.7 80.0 120.0 W7 W2 W1 W2 Q mag 24' 80.0 120.0 80.0 120.0 36' 47.3 47.3 80.0 103.2 C � 102" WIDTH (W) v W1 + W2 Z O N 30' 80.0 120.0 80.0 120.0 42' 40.5 40.5 80.0 88.4 2 Q w 36' 80.0 120.0 80.0 120.0 48" 35.5 35.5 77.4 77.4 LL Z - 42° 80.0 107.9 80.0 120.0 54' 31.5 31.5 68.8 68.8 J 48' 66' 80.0 94.4 80.0 120.0 24' 59.7 59.7 80.0 120.0 MAX. SPACING BETWEEN HORIZONTALS S 120 INCHES O 54' 80.0 83.9 80.0 120.0 30' 47.6 47.6 80.0 110.4 _ 60" 75.5 75.5 80.0 120.0 36' 108' 39.8 39.8 80.0 92.0 11 .2 ci O m 66° 68.6 68.6 80.0 120.0 42" 34.1 34.1 78.9 78.9 M7 j 72° 62.9 62.9 80.0 120.0 48' 29.9 29.9 69.0 69.0 6 5 6 5 a 24" 80.0 120.0 80.0 120.0 24' 50.8 50.8 80.0 120.0 O N 30" 80.0 120.0 80.0 120.0 30° 40.6 40.6 80.0 99.1 a} n 36" 00.0 105.1 80.0 120.0 36' 114' 33.9 33.9 80.0 82.6 Q 42" 80.0 80.1 60.0 120.0 42" 29.0 29.0 70.8 70.8 48" 72' 78.8 78.8 80.0 120.0 48' 25.4 25.4 62.0 62.0 ? d 04 54" 70.0 70.0 80.0 120.0 24' 43.5 43.5 80.0 111.8 s 60" 63.0 63.0 80.0 120.0 30° 34.8 34.8 80.0 89.5 J 66" 57.3 57.3 80.0 113.0 36' 120' 29.0 29.0 74.5 74.5 1 'E(5 m 72" 52.5 52.5 80.0 103.5 42' 24.9 24.9 63.9 63.9 0 m 0'N 24' 80.0 120.0 80.0 120.0 48' 21.8 21.8 55.9 55.9 MULLION MULLION rn v 0.2 ,a 30" 80.0 106.8 80.0 120.0 24" 37.6 37.6 80.0 101.4 W/0 REINFORCING W/REINFORCING �0 In 0 36" 80.0 89.0 1 80.0 120.0 30' 30.1 30.1 80.0 81.1 rn a 126" Ix IN"4 Sx IN'•3 Ix IN"4 SX IN"3 42' 76.3 76.3 80.0 120.0 36' 25.1 25.1 67.8 67.6 2.8100 1.2932 ALUMINUM 2.9100 1.2932 -- 48' 78' 66.7 66.7 80.0 120.0 42' 21.5 21.5 58.0 58.0 SFEEL 2.267 1.0762 54' 1 59.3 59.3 80.0 117.6 24° 32.7 32.7 80.0 92.4 TOTAL 9,476 I.uau4l.mx2s 60" 53.4 53.4 80.0 105.9 30" 132" 26.2 26.2 73.9 73.9 68" 48.5 48.5 80.0 96.2 36" 21.8 21.8 61.6 61.6 72" 44.5 44.5 80.0 88.2 42' 1 - - 52.8 52.8 4 24" 80.0 114.4 80.0 120.0 24' 28.6 28.6 80.0 84.6 c 30' 80.0 91.5 8D.0 120.0 30' 138° 22.9 22.9 67.6 67.6 y 36" 76.3 76.3 80.0 120.0 36' - - 1 56.4 56.4 42" B4" 65.4 65.4 80.0 120.0 24' 25.2 25.277.7 77.7 40" 57.2 57.2 80.0 114.1 30" 144" 20.2 20.2 62.1 62.1 c m o a 54" 50.8 50.8 80.0 101.4 36' - - 51.6 57.8 60" 45.8 45.8 60.0 91.3 v 66" 1 1 41.6 41.6 80.0 83.0 ``111111111/]7j 24• 80.0 99.1 80.0 120.0 30" 79.2 79.2 80.0 120.0 1, EN8�c•'• '2 36" 66.0 66.0 80.0 120.0 IC T 42" 90" 56.6 56.6 80.0 113.6 _` Na,70692 s � 48" 49.5 49.5 80.0 99.4 54" 44.0 44.0 60.0 88.4 O 60" 39.6 39.6 79.5 79.5 10 ST E drawing no. MULLION CAPACITY CHART ,b°® �� 18-09F FL #25948.1 77�®�A6j1111` sheet 4 of 11 Sealed:1/24/2018 MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF U m WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS 4 m NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING to m WIDTH(W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH(W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) {p j 24" 80,0 120.0 80.0 120.0 24" 80.0 87.0 80.0 120,0 p o 30" 80.0 120.0 80.0 120.0 30" 70.6 70.6 80.0 120.0 = )•" 2 a Gj 36" 80.0 120.0 80.0 120.0 36" 59.9 59.9 80.0 120.0 J0. %Fn 42" 80.0 120.0 80.0 120.0 42" 96" 52.4 52.4 80.0 106.5 0 A O o 48' 60" 80.0 120.0 80.0 120.0 48" 47.0 47.0 80.0 95.1 n,�yI 54" BO.0 120.0 80.0 120.0 54" 42.9 42.9 80.0 86.6 60" 80.0 120.0 80.0 120.0 60' 39.7 39.7 80.0 80.2 W1 W2 V j v7 a 66" 80.0 120.0 80.0 120.0 24" 72.3 72.3 80.0 120.0 p'C M o 72" 80.0 120.0 80.0 120.0 30" 58.6 58.6 80.0 120.0 WIDTH (W) W1 2 W2 p a o c '9 24" 80.0 120.0 80.0 120.0 36" 102, 49.6 49.6 80.0 107.5 y N 0: 30" 80.0 120.0 80.0 120.0 42" 43.3 43.3 80.0 93.6 Q W j LL 36" 80.0 120.0 80.0 120.0 48" 38.7 38.7 80.0 83.4 11 LL=to,a ft 42" 80.0 120.0 80.0 120.0 54" 35.3 35.J 75.7 75.7 J 0 Q Q j 48" fib" 80.0 114.4 80.0 120.0 24" 60.8 60.8 80.0 120.0 6 5 6 5 Q w OO E 54" 80,0 108.0 80.0 120.0 30' 49.2 49.2 80.0 113.3 c 60" 80.0 104.3 80.0 120.0 36' 108" 41.5 41.5 80.0 95.5 �0 66" 80.0 103.0 80.0 120.0 42" 36.2 36.2 80.0 83.0 c M 72" 80.0 103.0 80.0 120.0 48' 32.3 32.3 73.8 73.8LLJ m 24" 80.0 120.0 80.0 120.0 24" 51.6 51.6 80.0 120.0 7 30'• 80.0 120.0 80.0 120.0 30' 41.7 41.7 80.0 101.4 rz Q N o 36" 80.0 114.4 80.0 120.0 36' 114" 35.2 35.2 80.0 85.4 4.7" N 42" 60.0 101.3 1 80.0 120.0 1 42' 30.6 30.6 74.1 74.1 0 o Y 48" 72" 80.0K79.7 80.0 120.0 48" 27.2 27.2 65.7 65.7 Q N 54" 80.0 80.0 120.0 24" 44.2 44.2 80.0 113.4 „y d O MULLION MULLION z � om 60" 80.0 80.0 120.0 30' 35.6 35.6 80.0 91.4 W/O REINFORCING W/REINFORCING E Q r) m 66" 79.7 80.0 120.0 36' 120' 30.0 30.0 76.8 76.8 72" 78.8 80.0 120.0 42" 26.1 26.1 66.5 66.5 Ix IN"4 sx IN'J IxIN'4 SxIN"3 j - 24•' 80.0 80.0 120.0 48' 23.2 23.2 59.0 59.0 2.9100 1.2932 ALUMINUM 2.9100 1.2932 y Q o 30" 60.0 80.0 120.0 24" 38.1 38,1 80.0 102.7 STEEL 2.287 1.0762 w o Ooh TOTAL Q 36" 80.0 95.6 80.0 120.0 30" 30.7 30.7 80.0 82.7 M ALUM M sa X 2.s 9.476 126' ^ a 42" P70.5 84.2 80.0 120.0 36' 25.9 25.9 69.5 69.5 0 48" 78' 76.2 80.0 120.0 42" 22.4 22.4 60.1 60.1 54" 70.5 80.0 120.0 24" 33.1 33.1 80.0 93.5 60" 66.5 80.0 120.0 30" 132" 26.7 26.7 75.2 75.2 66" 63.8 80.0 120.0 36" 22.4 22.4 63.2 63.2 72" 62.2 80.0 120.0 42•' - - 54.6 54.6o24" 117.5 80.0 120.0 24" 28.9 28.9 80.0 65.5 30" 80.0 95.5 80.0 120.0 30" 138' 23.3 23.3 68.7 6B.7 m 36" 80.0 81.1 80.0 120.0 36' - - 57.7 57.7 w 42" B4" 71'1 71'1 80.0 120.0 24" 25.4 25.4 78.4 78.4 48' 64.0 64.0 80.0 120.0 30" 144" 20.5 20.5 63.163.1 N 54' 58.8 58.8 80.0 117.4 36' - - 52.9 52.9 a w - o 60" 55.1 55.1 80.0 109.9 d o 66' 1 52.3 52.3 80.0 104.4 �c 24" 80.0 101.4 80.0 120.0 1111111111111j/ O 30' 80.0 82.2 80.0 120.0 .` ��®.A .o'y!Q//'�'7,� 36" 69.6 69.6 80.0 120.0 �:•�OENSF •.;> o 42" 90" 60.9 60.9 80.0 1 120.0 ` No.70592 48" 54.6 54.6 80.0 109.6 nW �_ _ �• � 54" 49.9 49.9 B0.0 1 100.2 60" 46.4 46.4 80.0 1 93.2 � ®'•• S T f drawing no. MULLION CAPACITY CHART cj 18-09F FL #25948.1 8-09F NAL sheet 3 of 11 Sealed:1/24/2018 DOOR MULLION LOAD CAPACITY-PSF WIDTH(W) FRAME HEIGHT WITHOUT REINF. WITH REINF. INCHES INCHES EXT.(+) &INT.(-)EXT.(+) & INT.(-) m m 30 101.3 120.0 ANCHOR TOTAL N0.OF ANCHORS Z H r 36 84.4 120.0 TYPES AT DOOR MULLION HEAD """ A 1 7 f y7j q u~i 42 BO 72.3 120.0U � d ===_ Q a ai 48 63.3- 120.0 ;O{ 54 56.3 111.8 � x ktl____ �______ HHIF. µWl 60 50.6 100.6 ______ 0 II 30 91.5 120.0 O t yu�jjn 36 76.3 120.0 C) z 42 84 65.4 120.0 rc o:< p 48 57.2 114.1 u ii / ii / \ = ii / O w�o Wys 54 50.8 101. 4 x li / / / = II _ / \ it 60 45.8 91.3 yl II �. W J N II y U Q W M7 M IL a 30 79.2 120.0 II r-------- \ 36 66.0 120.0 Ir----- Ll 42 90 56.6 113.6 jl LJ 48 49.5 99.4 \ 54 44.0 88.4 �_=====3 _!f`=== �______� FF==== �_=====t� `2 (3 o 60 39.6 79.5 µmi 30 68.0 120.0 W1 W2 W1 W2 Wi / W2 ��nn 36 56.7 116.5 WI + W2 W7 W2 Wl t W2 42 96 48.6 99.8 WIDTH (W) 2 WIDTH (W) 2 + a WIDTH (W) 2 a y. ., G1 a 48 42.5 87.4 rNi ANCHOR TOTAL N0. U ANCHORS o o 54 37.8 77.7 TYPE AT DOOR OF SILL Q N 60 34.0 69.9 B 5 .�d Q 30 56.7 120.0 _ E Q 36 47.3 103.2 c--jm 42 102 40.5 88.4 a •� m 48 35.5 77.4 a 54 31.5 68.8 w `--lO 60 28.4 61.9 a 30 47.8 110.4 0 36 39.8 92.0 42 108 34.1 78.9 48 29.9 69.0 54 26.5 61.4 60 23.9 55.2 11 0 30 40.6 99.1 36 33.982.6 6 5 6 5 N 42 114 29.0 70.8 v 48 25.4 62.0 54 22.6 55.1 60 20.3 49.6 o d 30 34.8 89.5 DOOR MULLION CAPACITY CHART 36 33.9 82.6 42 120 29.0 70.8 `711111111/7j7 48 21.8 55.9 54 - 49.7 �� '.•'vCENSF''., 60 - 44.7 DOOR MULLION DOOR MULWON W/O REINFORCING W/REINFORCING nW IVO 70592 v ' ^0 O Iz IN"4 Sz IN�3 Iz IN"4 SX IN-J &T �� 2.9100 1.2932 ALUMINUM 2.9100 1.2932 ® drawing no. STEEL 2.287 1.0762 %�� .. R.DP,.'� 18-09F TOTAL 9.476 1,ALUM.I.m x as FL #25948.1 77/tt11111777 sheat Sealed:1/24/2018 ANCHOR LOAD CAPACITY - PSP ANCHOR LOAD CAPACITY - PSF U 2 EXT.(+)&INT.(-) EXT.(+) &INT.(-) 4 Lnm NOMINAL DIMS. ANCHORS TYPE 'A' TYPE 'B' & 'C' NOMINAL DIMS. ANCHORS TYPE 'A' TYPE 'B' & 'C' o WIDTH (W) FRAME HEIGHT A2 A3 A4 B2/C2 B3/C3 WIDTH(W) FRAME HEIGHT A2 A3 A4 HZ/C2 B3/C3 Z y. W j 24" 120.0 120.0 120.0 120.0 120.0 24" 113.0 120.0 120.0 120.0 120.0 3' 3' i;;, w 0 Z "� x 30° 120.0 120.0 120.0 120.0 120.0 30" 90.0 120.0 120.0 120.0 120.0 6. ��` as, W 36' 120.0 120.0 120.0 120.0 120.0 36" 75.0 105.0 120.0 120.0 120.0 4 1/4" "- Q a Q G �Oa`a 42" 103.0 120.0 120.0 120.0 120.0 42" 96' 64.0 90.0 116.0 109.0 120.0 0.�N � 48" 60" 108.0 120.0 120.0 120.0 120.0 48" 68.0 79.0 101.0 115.0 120.0 Iw2 IL�I lWV A2. B2. C2 �_ wt We C 54" 96.0 120.0 120.0 120.0 120.0 54' $71.099.0 0 90.0 102.0 120.0 �c 60" 101.0 115.0 120.0 120.0 120.0 60" .0 90.0 107.0 120.0 66" 92.0 118.0 120.0 120.0 120.0 24" .0 120.0 120.0 120.0 INTERMEDIATE HORIZONTALS 72" 84.0 108.0 120.0 120.0 120.0 30" .0 120.0 120.0 120.0 a DF C N 24' 120.0 120.0 120.0 120.0 120.0 36" 0 120.0 120.0 120.0 0°a Li¢30" 120.0 120.0 120.0 120.0 120.0 42" 702" 0 109.0 103.0 120.0 �W36" 109.0 120.0 120.0 120.0 120.0 48" 0 95.0 108.0 120.0 3 3 3 3" fl Z V 42" 94.0 120.0 120.0 120.0 120.0 54' 0 85.0 96.0 120.0 J 0 W 48" 66' 98.0 115.0 1 120.0 120.0 120.0 24" 100.0 120.0120.0 120.0 120.0 4 1/4" = Q 610,f iR w 54" 87.0 116.0 120.0 120.0 120.0 30" 80.0 112.0 120.0 120.0 120.0 60" 92.0 105.0 120.0 120.0 120.0 36" 108" 67.0 93.0 120.0 113.0 120.0 A3, B3. C3 v c pO 66" 83.0 107.0 120.0 120.0 120.0 42" 57.0 60.0 103.0 97.0 120.0 -r7 72' 76.0 98.0 120.0 120.0 120.0 48" 60.0 70.0 90.0 102.0 119.0 W7 W2 ' v FW- m 24" 120.0 120.0 120.0 120.0 120.0 24" 95.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 30" 76.0 106.0 120.0 120.0 120.0 0`N a o O_} n 36" 100.0 120.0 1 120.0 120.0 120.0 36" 114" 63.0 88.0 1 114.0 107.0 120.0 WIDTH (W) = Wl + W2 Q 42" 86.0 120.0 120.0 120.0 120.0 42° 54.0 76.0 97.0 92.0 120.0 2 N w 48" 72" 90.0 105.0 120.0 120.0 120.0 48" 57.0 66.0 85.0 97.0 113.0 Q N 44 54" 80.0 107.0 120.0 120.0 120.0 24' 90.0 120.0 120.0 120.0 120.0 z M m M 60" 84.0 96.0 120.0 120.0 120.0 30" 72.0 101.0 120.0 120.0 120.0 1 66" 76.0 98.0 109.0 120.0 120.0 36" 120" 60.0 84.0 108.0 102.0 120.0 / 72" 70.0 90.0 110.0 119.0 120.0 42' 51.0 72.0 93.0 87.0 120.0 A4 a 24" 120.0 120.0 120.0 120.0 120.0 48" 54.0 63.0 81.0 92.0 107.0 N �0:2 n 30' 111.0 120.0 120.0 120.0 120.0 24" 86.0 120.0 120.0 120.0 120.0 w v LO 36" 92.0 120.0 120.0 120.0 120.0 30" 69.0 96.0 120.0 117.0 120.0 a 126" 0 42" 79.0 111.0 120.0 120.0 120.0 36" 57.0 80.0 103.0 97.0 120.0 48" 78" 83.0 97.0 120.0 120.0 120.0 42" 49.0 69.0 88.0 83.0 117.0 ANCHORS TYPES:SEE SHEET 8 FOR DESCRIPTION 54" 74.0 98.0 111.0 120.0 120.0 24" 82.0 115.0 120.0 120.0 120.0 A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION 60" 78.0 89.0 111.0 120.0 120.0 30" 132" 65.0 92.0 118.0 111.0 120.0 A3 = (3) ANCHORS TYPE 'A'AT EACH SIDE OF MULLION 66" 70.0 91.0 101.0 120.0 120.0 36" 55.0 76.0 98.0 93.0 120.0 A4 - (4) ANCHORS TYPE 'A'AT EACH SIDE OF MULLION 72' 65.0 83.0 102.0 110.0 120.0 42" 47.0 65.0 84.0 79.0 111.0 2 B2 = (2) ANCHORS TYPE 'B'AT EACH SIDE OF MULLION 24" 120.0 120.0 120.0 120.0 120.0 24" 78.0 110.0 120.0 120.0 120.0 B3 = (3)ANCHORS TYPE 'B'AT EACH SIDE OF MULLION 30' 103.0 120.0 120.0 120.0 120.0 30" 138" 63.0 88.0 113.0 106.0 120.0 w 36' 86.0 120.0 120.0 120.0 120.0 36" 52.0 73.0 94.0 89.0 120.0 C2 - (2) ANCHORS TYPE 'C'AT EACH SIDE OF MULLION 42" 84" 73.0 103.0 120.0 120.0 120.0 24' 75.0 105.0 120.0 120.0 120.0 C3 = (3)ANCHORS TYPE 'C'AT EACH 51DE OF MULLION 48' 77.0 90.0 116.0 120.0 120.0 30" 144" 60.0 84.0 108.0 102.0 120.0 m ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. a 54" 69.0 91.0 103.0 117.0 120.0 36' 50.0 70.0 90.0 85.0 119.0 'cn 60" 72.0 82.0 103.0 120.0 120.0 d a 66" 65.0 84.0 94.0 111.0 120.0O 24' 120.0 120.0 120.0 120.0 120.0 ``\\\711111A111 TT7j77j m 30' 96.0 120.0 120.0 120.0 120.0 �.' \,\CENSE'•. � g a 36" 80.0 112.0 120.0 120.0 120.0 1 42° so" 69.0 96.0 120.0 177.0 120.0 _ No.70592 48" 72.0 84.0 108.0 120.0 120.0 54" 64.0 85.0 96.0 109.0 120.0 � O 60" 67.0 77.0 96.0 114.0 120.0 ®'•.• A F drawing no. ANCHOR CAPACITY CHARTFL #25948.1 X77 !�ZONABi10V\`��� sheet 5 of 11 Sealed:1/24/2018 DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY {� NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF DOOR VOTM SIDELTTEI WIOTH DOOR A EIGHT FRAME SPAN EM.(+) DOORiH SIDEUTE1 N7DTH DOOR HOW FRAME SPAN fes.(+) DOORZ DTH SIDEUTE7 WIDTH DOOR AHOCHf FRAME SPAN M.(+) DOORiH SIDEUTE7 N1DTH DOOR A EIGHT FRAME SPAN XT. 30" 120`.0) 30' 120..0) 30• 120..0) 3D' 111.`5) za m 36' 120.0 38' 120.0 36' 114.8 36' 102.3 F 60' 42' 113.8 60' 42' 120.0 60• 42' 106.1 60' 42' 94.5 a Z q 4B' 106.2 48' 111.7 4B' 98.6 48' 87.8 im G V G 54' 98.6 54• 104.3 54' 92.1 54' 82.0 0 w tO(Vy�"m 80' 9D' 84' 90' 90' 96' 96' 102' NN JO' 118.9 30• 120.0 30' 112.7 30' 100.4 36' 110.7 36' 117.9 36' 104.3 36' 92.9 LI 72' 42' 107.5 72' 42' 109.7 72' 42' 97.0 72• 42' 86.4 �O N 48 97.2 48' 102.7 48' 9D.7 48' 80,8 O m o 54' 91.6 54' 96.4 54' 85.2 54' 75.8 a C:9: o Q LLC r 30' 109.4 30' 174.7 30' 102.5 30' 92.2 00 1% Z O 36 '101.5 36' 106.0 36' 94.7 36' 85.1 N 60' 42' 94.6 60' 42' 98.5 60' 42' 88.0 60' 42' 79.0 Q W O a G WN--m 48• 88.6 48' 92.0 48' 82.1 48' 73.8 V'?O ID 54• 83.3 54' 86.4 54• 77.0 54' 69.1 Q W m 80' 96' 84' 96' 90' 102' 96' 10B' 30• 97.5 30' 102.6 30' 91.8 30' 82.6 38' 91.2 36' 95.6 36' 85.4 36' 76.9 72' 42' B5.6 72' 42' B9.5 72' 42' 79.9 72' 42" 71.9 v V O 48' 80.6 48' 84.1 48' 75.1 48' 67.5 M 54' 1 76.2 54" 79.7 1 54' 1 70.8 54' 63.6 Tin w m 30' 92.5 30 95.9 30• 86.4 30' 78.3 36' 86.1 36• 89.0 36' 80.2 36• 72.6 O 1n o 60' 42' 80.5 60' 42' 83.1 60' 42' 74.7 60' 42' 67.6 d} 48' 75.6 48• 77.8 46' 70.0 48' 63.3 54' 54 71.2 54• 73.2 54' 65.8 ' 59.5 T 1 -V� N 80• 102' 84' 102' 90' 108• 96' 114' 30' 82.2 30' 85.5 30' 77.1 30' 69.8 j d O 36' 77.1 36' 79.9 36• 72.0 36' 65.3of s m 72' 42' 72.6 72' 42' 75.1 72' 42" 67.6 72' 42' 61.2 48• 68.6 48' 70.8 48' 63.7 48' 57.7 E WE 54' 65.0 54' 67.0 54' 60.2 54' 54.5 :m Of- 30 30' 79.8 30' 82.1 30• 74.4 J0' 67.8 6 5 y a O 'o,A 36' 74.4 38' 76.4 36' 69.2 36' 63.0 o 0 60' 42' 69.7 60' 42' 71.5 60' 42• 64.7 60' 42' 58.9 ^- i a^� 48' 65.6 48' 67.1 48' 60.7 48' 55.2 O 54• 80' tOB' 84' 108' 90' 114•fi1.9 54' 63.3 54' 57.2 54' 52.0 SO' 70.8 30' 72.9 30' 66.1 30' 96' 120' 60.3 36' 66.5 36' 68.4 36' 62.0 36• 56.5 72' 42' 62.7 72' 42' 64.4 72' 4258.3 72' 42' 53.1 DOOR MULLION 4- 59.3 48' 60.9 48' 55.1 48' 50.1 W/REINFORCING c 54' 56.3 54' 57.7 54' 52.2 O 30' 69.9 30' 71.4 30' 65.1 ANCHOR TOTAL NO.OF ANCHORS 11T IN"4 Sx IN"J TYPES AT DOOR MULLION HEAD ALUMiNUAI 2.9100 7.2932 C 36' 85.3 J6' 66.6 36' 60.7 A 8 60' 42' 61.2 60' 42' 62.4 60' 42' 56.8 B --� STEEL 2.257 1.0762 N 5 9.4637 48' 57.7 48' 58.7 48' 53.4 C 7 TOTAL Ia AUM i4SR%29 54' 54.5 54• 55.4 54• 50.4 30" 61.9 30' 63.3 30 57.7 fF=== 80' -114' 84• 114' 90' 120' U1 c iii • d , 0 36' 58.2 36' 59.5 36• 54.2 F .y o 72' 42' 55.0 72' 42' 56.1 72' 42' 51.1 48' 52.1 48' 53.1 48' 48.4 II 54' 49.5 54- 50.4 II \��®I Ap��7 eT7 ' O J0' 61.9 30' 63.0 36' 57.9 36' 58.9 J \ •� a prc ��••�OEN 60' 42' 54.4 60" 42' 55.2 II 8 Na.70592 I d 48• 51.3 48' 52.0 I�- - _ = J 54' 48.5 54' 49.2 80' 120' B4' 120' ANCHOR TOTAL N0.OF ANCHORS ; �= 0 30' 54.8 30' 55,8 TYPE AT DOOR MULLION SILL 36' 51.6 36' 52.5 8 5 W1 W2 ® S T dfOWin(J no. 72• 42' 48.8 72' 42' 49.8 SIDELITE DOOR WIDTH �i���'•ALORIDP; \�`� 1 8_09F WIDTH i �•....... \\ ae' 4s.3 ae' a7.a DOOR MULLION CAPACITY CHART FL #25948.1 �A � sheet 7 of 11 Sealed:1/24/2018 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. v� m FOR SPACING ley SEE ELEV. FOR SPACING x TYPICAL ANCHORS p WOOD BUCK FOR SPACING j SEE ELF/. I ° EDGE.DIST. LO. m�oj FOR SPACINDGISSMTERTAUL TURES m C 0 DG EDGE.DSTEDGE O �' N . 3 I Qa •q6 :3 n �ItI� ON O � N 08n� ALT. ppmt� o 0 R' 1 0N0bm C H O q B III SII Q'mu. N j!I Jzm¢ 1 L I_ Qw01 it 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 0 a !, 'ALDORA ALUMINUM AND GLASS PRODUCTS' p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND coo n o TRANSFER THEM TO THE BUILDING STRUCTURE. -r7 e �I LIMIT MAX. DESIGN LOADS IjI FOR HORIZONTAL AS FOLLOWS ~ m H HORIZ.SPAN MAX.LOAD CAPACITY- PSF TYPICAL ANCHORS: SEE ELEV. FOR SPACING ! N j 54" 120.0 4 8 ji y 60" 117.9 I-7yaE •n• Gi H 3 72" 83.5 1/4" DIA ULTRACON BY' 0' (Fu-177 KSI, FY-155 KSI)• C)QN LL a+ I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a o r1 ON 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) E¢M THRU 1BY BUCKS INTO CONC. OR BLOCKS m W F B 2 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i �m 1-1 4" MIN. EMBED INTO BLOCKS JAMBS v� a ¢ o W i':::•: I / (JAMBS) u poo s ANCHOR EDGE DISTANCE 0 W) INTO CONCRETE = 2-1/2" MIN. '- iii LNTO WOOD STRUCTURE_ 1" MIN.— — — — — 0 — — — - — — — — — — — �:I II. a 1/4" DIA ULTRACON 13Y'ELCO' (F-177 KSI,FY-155 KSI) p I DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 4 j!I I1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) _ ANCHOR EDGE DISTANCES m I IMO CONCRETE = 2-1/2" MIN. I L 4 II 9 c v o 0 I 614 SMS OR SELF DRILLING SCREWS Si/ST (GRADE 2 CRS) in 614 o c INTO METAL STRUCTURES (HEAD/SILL/JAMBS)(3) THREADS O © �i ALUMINUM: 11/8NTHKNMINT(6063ION ETNSUBSTRATE (6063-T5 MIN.) `\\``��®I� STEEL: 1/8" THK. MIN. F = 36 KSI MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)77 I r No.70592 • ANCHOR EDGE DISTANCES p:, I I INTO METAL—STRUCTURE 3/4" MIN L— ® s F �� drawing no. ° TYPICAL ANCHORSWOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. moi ••'•, RIOT;.•'' EDGE DIST. SEE ELEV.FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. �iZ SS+ ••• ��%' 18-09F C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. FL #25948.1 B of 11 Sealed:1/2412018 s EDGE DIST. EDGE DIST. O TN W O a�nnyy LJ I i � jl) ji II 11 O a Il I, w I� Ii N N 0 0 I!) ! t 0o i� it y s V D I m 4 a -No`tn EDGE DIST. -d o Nd o C)I c0 y Q _ EDGE DIST. //t Ajit\\\\\ a da of-0s—j6 revisions: SERIES SM-45 ALUMINUM STOREFRONT SYSTEM(N.I.) AL-FAROOQ CORPORATION ^d ro 0inol cote 5 escnD ion .,�. 300 Aldora Aluminum & Glass Products Inc. ENGINEERS&PRODUCT DEVELOPMENT 9360 SUNSET DRIVE,SURE 220 o ar.q•: Tarlo "' 11500 MIRAMAR PARKWAY SUITE MIAMI,FLORIDA 33173 (C-4.N. 8538) (O MIRAMAR• FL 33025 TEL(305)264-8ao0 FAX(305)262.6978 C' o ahk.eY: TEC.(305)888-6288 FAX.(305)888-6289 5TDRE\IS-091KM 1 0 0 O O n Iii if I i rn � 11 III I O I I I I I I I I I I I , 1 1 1 J I I I S Yum � I I I I I I Irr _J--0111 1 ANp• I III I I 111 I'�7^rye �fl l I = O ItLJy� � II II II II I imp G I II I I II I o� II I I II I Fh I II I I II I O I II I I II I A 1 II I I II I I Ir __ ____Ji___L-Itt 0 0 0 71 p Ili 71 �p Iii 11 I ; _ __ O 6 O 1 I I I I I•�/ II III I O I I 1 1 I I O I I I I I I 01�m O I I III I I m�yj•'I fffr'' ��OG y N III rr ~01 I �m _______ �n _LJ__��i_1________1mvm Emp LJ C I I OLJii i $moo s�o , I I "f r` 11 I z� g F 1 i i I I II i p>mS � d �>�y II I I II I Oa 2Mo II I I II I O 0M II I I II 0§ 10 < II I I II �T � II 11 II I O �p CTI cor co F md �. toCD CD o L� FS revisions: SERIES SM-45 ALUMINUM STOREFRONT SYSTEM(N.I.) AL-FAROOQ CORPORATION { n0 O e bY 1 clescription Aldora Aluminum dC GIOSS ProdUOtS ILIO. ENGINEERS&PRODUCT DEVELOPMENT O ° 11500 MIRAMAR PARKWAY SUITE 300 MIAMII FLORIDA331739360 SUNSET DRIVE, ��0 O m. TARI° MIRAMAR, FL. 33025 (C-4.N. ssse) G. TEL(305)2648100 FA%.(305)262-6978 ehk 6Y TEL (305)888-6288 FAX.(305)888-6289 STORE\76-09FSM J 4.500 -i ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MMP./SUPPLIER/REMARKS U t SMI-113 AS REOFRAME HEAD 6063-T6 - o 3.594 2 SMI-114 AS READ.M FRAME HORIZONTAL/SILL 6063-T6 m 3 SMI-118 AS READ. SNAP IN COVER, 2-1/2'LONG 6083-T6 = Z ^FW j 4 SMI-116 AS RE= GLAZING STOP 6063-75 0 r q o .100 5 SMI-110 AS READ. FRAME JAMB/MULLION 6063-T6 - H I.m 6 SMI-117 AS READ. POCKET FILLER 6063-TB - 91, ttN��G .950 7 0 2(v Is 8 SMI-GO4 AS REOD. GLAZING GASKET(DUROMETER 7015) EPDM FRANK LOWE RUBBER '075 �.625� 9 SMI-45 AS REQD. SETHNG BLOCK AT 1/4'POINTS(DUROMETER 8515) EPDM 1/2'X 1/2'X 4"LONG O a M LL ((�� 10 #12 X 1-1/2' 2/CORNER ASSEMBLY SCREWS STEEL HEX H SELF DRILLING Q❑ d (D FRAME HEAD 11 - OPTIONAL REINFORCING CHANNEL STEEL 4-1/4'X i'X 3j18'THK. a K 0 0 o a 0 t; }�-1.912 a at 2 0 a -aa {L w of:M 10 .I�m� .1 .� 1.750 d w � 812 .065 / V O r c M �3.594� V 4.448 p-1.7507 o o I I�.1aa r FRAME HORIZONTAL/SILL / "a vi Z5¢u) � 1.912 075.075 a <M E¢ a u- 4.500 3.594 .625 Lt E m .938 .055 1.027 a mw �^ ' r �-1 o g 1 N 01 .950 EEA /",, v 1.376 m P� m GLAZING STOP 1"'4 m .949 lv/ FRAME JAMSJMUWON 10 !� p g c .062 .574 I I( I FRAME CORNERS 3.594--moi c m o 166 L"J POCKET FILLER .4.250 ®Lltrjr�,, O OE 0 3.594� �� _� Na.74582 .406 .082 �. sT drawing no. O SNAP IN COVER 71 STEEL 6REIINKSI MO�RCING FL #25948.1 't�t�$Ti�1��C9�� Sh 8 109Fi Sealed:112412018 .&SUMMIT NSICS,INC. RECEIV •rED b o^ pvi�ivani JAN 16 2020 GENERAL STRUCTURAL NOTES: ST.L.UCIe COUDtY�PBfrtlliLin9 \ N�•MA /// GENERAL: * No 66 80' ALL CONSTRUCRON AND MATERIALS SHALL CONFORM — �_ TO THE 2017 FLORIDA BUILDING CODE. '0' 70 lAT� 4! ALL GLAZING SHALL BE NON-IMPACT RATED. i 0°"" /" )14/,' • ORID , ♦ \ ALL STOREFRONT TO BE INSTALLED PER THE FLORIDA / S 'C O PRODUCT RECOMMENDATIONS/SPECIFICATION APPROVAL NUMBER AND ATIONSE MANUFACTURER'S ///S/O,IVAI"`G\�\\\\\ LOADINGS: WIND LOADS: ULTIMATE WIND SPEED,3 SECOND GUST: 165 MPH MASTER - BUILDING CATEGORY: I[ . BED ROOM INTERNAL PRRESSURECOEFFICIENT:+/-0.18 UVINGROOM a y� BED ROOM FILIE COQ tl/ c w W. N F., p�io3 STOREFRONT PLANzWW, z n��o r� NTS hoz woe Z zb6Q. REV Ef4i4`Ea FOR• O0o� g C®®E-ee! IANCE- v;2.In w o J)'DoW 2 5T•�I�CIE-COUNTY NLL�N LL U 'D w BO��ee//vvINDICATES SLIDER TO BE REPLACED IN of 'liC �„,, (,Ji O OPENING WITH NEW STOREFRONT SEE SCHEDULE a N STOREFRONT SCHEDULE E OpryG SIZE DESIGNATION TYPE GLASS ACNAL WIND PRODUCT DESIGN {C���iA1I1IWI11'�� I.D. (WXH) DESCRIPTION PRESSURE(ASO) PRESSURES,PSF STOREFRONT +50.9 +80.0 roe no. N S O 106°X108" &REINEMPEED MULLION) SF NON-IMPAR -94.0 -95.5 S REINFORCED MNLLION) 2020-009 IN S-1