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WINDOW - DOOR PAPERWORK
FALSE MUNTIN OPTIONAL D.L. OPENING D.L.O HEIGHT DOOR HEIGHT - 13 5/16" D.L.O. WIDTH = PANEL WIDTH - 8" THESE DOORS ARE RATED FOR LARGE Sc SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 560 ALUMINUM SLIDING GLASS DOOR (2 TRACK) DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 190 3/4" HEAD/SILL ANCHORS 18" MAX. CLUSTER OF 3, 4 OR 5 AT STILE ENDS HEAD/SILL B" 8" SEE CHART ON SHEETS 5 & 6 ISEE SHEET 8" B.. FOR CAPACITY -- --�{ 4-I`---lr 41 _r- -+- I� �I C I;IFpO E BY p St l urae Cou IL___ it II II II II II II II II II II II "V I I II II II II II II I I ---44F==== 11 I I II li I I V B I I I ICI I -I -I I, I INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP i DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD, STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 5 & 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ARnVF_ STEP 4 FOR SIDE BY SIDE DOORS WITH VERTICAL MULLION (IF REQUIRED) SELECT ZX6 OR 2X8 TUBE FROM CHART ON SHEET 1; WITH LOAD RATING HIGHER THAN REQUIRED. SELECT ANCHORS AS PER STEP 3. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 40 48 1/4" TYPICAL ELEVATION SAMPLE TESTED UNIT 48 1 6" MAX. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT CIVIL FIA. PE # 70592 C.A.N. 3538 y p 9 701Z Z 0Z 0 LID 0 O a� aQ 0 a 0 M a W In0 0 I'L 0� LL w G IN a Nl N O OOu z 04 o � (/1 N 3 M I p Z Z drawing no. W08-14 a t;. �u a ak ���vvv M1 XO (SHOWN) ox XX OXO (SHOWN) XXX (SIMILAR) Oxxo XXXX(SIMILAR) no PRODUCTREVISED m complying with the MCI!& Acccptasce No I 6, a Data Ry Mietn ade adact ntrol Over—all Door Frame Width based on Panel Width Panel Width 2 Panel Doo Frame Width 3 Panel Door Frome Width 4 Panel Door Frame Width 1 Fixed Panel Frame Width 24 1/4" 48" 73 1/2" 94 3/4" 26 3/4" 30 1/4" 60" 91 1/2" 118 3/4" 32 3/4" 36 1/4" 72" 109 1/2" 142 3/4" 38 3/4" 42 1/4" 84" 127 1/2" 160 3/4" 44 3/4" 48 1/4" 96" 145 1/2" 190 3/4" 50 3/4" 54 1/4" 108" 163 1/2" 214 3/4" 56 3/4" 60 1/4" 120' 181 1/2" 1 238 3/4" 62 3/4" MAXIMUM DOOR HEIGHT = 120" Formula to convert Door Width to Panel Width For 2 Panel Doors: Door Width/2 + 1/4" = Panel Width For 3 Panel Doors: Door Width/3 — 1/4" - Panel Width For 4 Panel Doors: Door Width/4 + 9/16" = Panel Width For 1 Panel Doors: Door Width — 2 1/2" - Panel Width Formula to convert Panel Width to Door Width For 2 Panel Doors: Panel Width x 2 — 1/2" = Door Width For 3 Panel Doors: Panel Width x 3 + 3/4" = Door Width For 4 Panel Doors: Pone[ Width x 4 — 2 1/4" = Door Width For 1 Panel Doors: Panel Width + 2 1/2" = Door Width Panel Height Formula Door Height — 2 9/16" = Panel Height D.L. OPENING D.L.O HEIGHT DOOR HEIGHT — 13 5/16" D.L.O. WIDTH = PANEL WIDTH — 8" CIVIL FLA. PE N 71592 C.A.N. 536 , ,MAR g 2012 0 �i z W 2 N 00 0 w M (L a LL 0 va m d w m O 0aaa 0�00�3 ix 0 Q W 3 LL N kzIn m'o1 aW�g drawing no. W08-14 DOOR WIDTH Over—all Door Width bosed on Ponel Width V f :(a 00 r----' z oho 0 3 w _— g a i n_ IL a o M v Q W M L------- U ' a XXP (SHOWN) DOOR WIDTH MAXIMUM DOOR HEIGHT = 120" ° m p a a ---- 00�� Formula to convert Door Width to Panel Width Q W 3 LL For PX: Door Width + 1 11/16" = Panel Width li w = I - For PXX: (Door Width + 4 11/16")/2 = Panel Width j 0 M I P/ i I For PXXP: (Door Width + 4 7/16")/2 = Panel Width Q 'w ;4 F r d" 1 Y For PXXXXP: (Door Width + 10 3/8')/4 = Panel Width For PXXXX: (Door Width + 6 1/4")/4 - Panel Width 0 Formula to convert Panel Width to Door Width a PXX (SHOWN) For PX: Panel Width — 1 11 16" - Door Width / a: M XXP For PXX: Panel Width x 2 — 4 11/16" = Door Width g DOOR WIDTH For PXXP: Panel Width x 2 — 4 7/16" - Door Width N For PXXXXP: Panel Width x 4 — 10 3/8" - Door Width rein Q ,g For PXXXX: Panel Width x 4 — 6 1/4" - Door Width 0 Ld It Cn Panel Height Formula z o Cn $j I I Door Height — 2 9/16" =Panel Height N N I I I V V D.L. OPENING 0 M M o ❑ p D.L,O HEIGHT DOOR HEIGHT — 13 5/16" 0 3 N Z Z L---- D.L.O. WIDTH PANEL WIDTH — 8" U. ----J PXXP —V, o g U DOOR WIDTH O I I I I I I j I ❑ I I � G � Y i 0 tt I j Y - SXX a- I PXXXXP DOOR WIDTH PRODUCfREVISED :... 6i o N as wmplying with the F,lorrkta 4 0 --- _._ EuildingCode 12—O31,Q (rjQ. •^•%7! 'o 1 Acceptance No I I F17P F81c do D ! j I i I -_= Miami ode Produ En,9r: JAVAO o .AHMAD CIVIL' FLA. PE M 70592 o I 5: I C.A.N. 838 L--- L.--- _-_ PXXXX (SHOWN) 1l PXXXO XXXXP APPROVED CONFIGURATIONS drawing no. W08-14 OXXXP .MAR 9 01 L POCKETED DOORS sheet 2.1 of 13 Panel Width pX, XP Door Width PXX, XXP Door Width PXXP Door Width PXXXXP Door Width PXXXX Door Width 24 i/q" 22 9/1fi" 43 13/i6" 44 1/16" 88 5/6" 90 3/4" 30 1/4" 28 9/i6" 55 t3/i6" 58 1/16" 110 5/8" 114 3/4" 38 1/q" 34 9/16" 67 13/18" 88 1/16" 134 5/8" 136 3/4" 42 1/q" 40 9/f8" 79 13/18" 80 1/18" 158 5/8" 162 3/4" 48 1/q" 9/1B" 91 13/16" 92 1/18" 182 5/8" 186 3/4541/q"2 r46 9/18"103 13/18"104 1/16" 206 5/8" 210 3/4" i/q" 8 9/16" 115 13/16" 116 1/16" 230 5/B" 234 3/4" i o- PANEL WIDTH DOOR HEIG INCHES INCHES 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 80 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 66-1/4 58-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1 /4 54-1/4 56-1/4 58-1/4 60-1/4 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 58-1/4 58-1/4 60-1/4 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1 /4 58-1/4 60-1/4 84 90 96 DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPES GLASS TYPES '1' & 'IA' '2' & '2A' HT W/O REINF. W/0 REINF. WITH REINF. EXT.(+) INT,(-) EXT.(+) INT,(-) EXT.(+) INT.(- 120.0 170.0 120.0 170.0 120.0 170.0 120.0 165.0 120.0 165.0 120.0 170.0 120.0 153.7 120.0 153.7 120.0 1700 120.0 144.4 120.0 144.4 120.0 170.0 120.0 134.3 120.0 136.6 120.0 170.0 120.0 120.3 120.0 130.2 120.0 170.0 114.1 114.1 120.0 1 126.4 120.0 170.0 108.6 108.8 120.0 123.1 120.0 170.0 104.5 104.5 120.0 120.1 120.0 170.0 100.8 100.8 117.4 1 117.4 120.0 170.0 95.6 95.8 115.0 115.0 120.0 '170.0 93.8 93.8 112.9 112.9 120.0 170.0 92.0 92.0 111.0 111.0 120.0 170.0 BOLO BOLO 80.0 solo 120.0 140.0 80A BOLO 80.0 80.0 120.0 140.0 120.0 170.0 120.0 170.0 120.0 170.0 120.0 155.4 120.0 105.4 120.0 170.0 120.0 144.5 120.0 144.5 120.0 170.0 120.0 135.6 120.0 136.6 120.0 170.0 120.0 128.2 120.0 120.2 120.0 170.0 115.3 115.3 120.0 121.9 120.0 170.0 108.5 108.5 120.0 118.3 120,0 170.0 103.3 1013 120.0 1 115.0 120.0 170.0 99.0 99.0 112,1 112.1 120.0 1 170.0 92.5 92.5 109.5 109.5 120.0 170.0 90.7 90.7 107.1 107.1 120.0 170.0 88.9 58.9 104,9 104.9 120.0 170.0 80.0 80.0 80.0 e0.0 120.0 140.0 80.0 SILO BOLO BOLO 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 120.0 170.0 120.0 170.0 120.0 170.0 120.0 143.0 120.0 143.0 120.0 170.0 120.0 132.7 120.0 I32.7 120.0 170.0 120.0 124.3 120.0 124.3 120.0 170.0 147,2 117.2 117.2 117,2 120.0 170.0 109.0 109.0 111.3 111.3 120.0 17o.0 101.7 101.7 107.8 107.8 120.0 170.0 90.2 90.2 104.7 104.7 120.0 170.0 S& I 88.1 101.9 101, 9 120.0 170.0 86.2 86.2 99.3 99.3 120.0 170.0 80.0 BOLO BOLO BOLO 120.0 140.0 80.0 80.0 BOLO BOLO 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 50.0 80,0 120.0 140.0 80.0 80.0 SILO 80.0 120.0 140.0 120.0 159.2 120.0 159.2 120.0 170.0 120.0 132.4 120A 132.4 120.0 170.0 120.0 122.7 120.0 122.7 120.0 170.0 114.7 114.7 1 44.7 1 44.7 120.0 170.0 108.0 108.0 108.0 10870120.0 170.0 102.4 102.4 102.4 102.4 120.0 170.0 91.1 91.1 99.1 99.1 120.0 170.0 86.9 86.9 96.1 96.1 i&O 170.0 83.5 83.5 93.4 93.4 120.0 167.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 BOLO 80.0 120.0 140.0 80.0 80.0 60.0 80.0 1 00.0 140.0 78.3 78.3 80.0 80.0 120,0 140.0 76.1 76.1 80.0 80.0 120.0 1400 74.1 74.1 80.0 80.0 1 120.0 140.0 DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES '1' & 'IA' GLASS TYPES '2' & '2A' W/O REINF. W/0 REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/4 30-1/0. 33-1 /4 36-1/4 39-1/4 42-1/4 44-1/4 46-I/4 48-1/4 50-1/4 52-1/4 54-1/4 55-1/4 58-1/4 60-1/4 99 80.0 BOLO 80.0 80.0 120,0 140.0 80.0 BOLO 80.0 80.0 120.0 f40.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 1,40.0 80.0 Bolo 80.0 80.0 120.0 40.0 80.0 60.0 80.0 80.0 120.0 40.0 80.0 80.0 80.0 80.0 120.0 40.0 80.0 80.0 80.0 80.0 120.0 40A 80.0 80.0 80.0 80.0 120.0 40.0 80.0 80.0 80.0 80.0 120.0 40.0 80.0 BDo 80.0 80.0 120.0 40.0 78.1 78A BOA 80.0 120.0 140.0 75.5 75.5 80.0 80.0 120.0 140.0 73.3 73.3 79.6 79.6 120.0 140.0 - - - - 90.0 .0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 46-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 102 80.0 80.0 60.0 80.0 120.0 1,40.O 80.0 80.0 80.0 80.0 120.0 1 140.0 BOLO 80.0 80.0 80.0 120.0 1 140.0 80.0 80.0 80.0 80.0 120.0 40.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 60.0 BOLO 80.0 120.0 40.0 80.0 80.0 1 60.0 80.0 120.0 40.0 BOLO BOLO BOLO 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 78.4 78.4 1 80.0 80.0 120.0 140.0 75.4 75.4 1 79.7 79.7 120.0 140.0 72.9 72.9 77.8 77.9 120.0 140.0 - - - 90.0 90.0 - - - - 90.0 90.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 105 80.0 80.0 80.0 80.0 120.0 1 140.0 80.0 SOLO 80.0 80.0 120A 140.0 80.0 80.0 80.0 80.0 120.0 t40.O BOLO 80.0 80.0 80,0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 i4O.0 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 BOLO 80.0 80.0 80.0 120.0 140.0 SOLO 80.0 80.0 80.0 120.0 140.0 79.3 79.3 80.0 80.0 120.0 140.0 75.9 75.9 78.6 76.6 120.0 140.0 73.0 73.0 76.6 76.6 120.0 140.0 - - - - 90,1) 90.0 - - - - 90.0 90.0 - - - - 90.0 90.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 108 80.0 80.0 80.0 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 1 140.0 80.0 80.0 80.0 80.0 120.0 1 140.0 80.0 80.0 80.o 80.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 SILO Bolo BOLO 80.0 120.0 140.0 80.0 80.0. 80.0 80.0 120.0 140.0 80.0 80.0 80,0 80.0 120.0 140.0 80,0 60.0 80.0 80.0 120.0 140.0 77.0 77.0 77.0 77.8 120.0 140.0 73.6 73.6 75.7 75.7 120.0 140.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - - - - 90.0 90.0 PANEL WIDTH DOOR MO INCHES INCHES 24-1/4 30-1/4 33-1/4 35-1/4 39-1/4 42-1/4 44-1/4 I11 as-1/a 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 114 117 120 DESIGN LOAD CAPACITY - PSF (GLASS) CLASS TYPES GLASS TYPES 'I' & 'IA' ,2, & '2A' GHT W/O REINF. W/O REINF. WITH REINF. EXT.(+) 80.0 INT.(-) 80.0 EXT,(+) 80.0 INT.(-) 80.0 EXT,(+) 120.0 INT.(-; 140.0 80.0 80.0 80.0 80.0 120.0 140,0 80.0 solo 8010 80.0 120.0 140.0 80.0 60.0 BOLO 80.0 120.0 140.0 80.0 80,0 80.0 80.0 120.0 140.0 8p.0 BOLO 80.0 80.0 120.0 140.0 BOLO 80,0 BOLO SOLO 1200. 140.0 79.7 79.7 79.7 79.7 120.0 140.0 77.3 77.3 77L3 77.3 120.0 14D.o 74.8 74.8 76.0 75.0 120.0 140.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - - - 90.0 90.0 - - - - 90.0 90.0 - - - - 90.0 9DA &1.0 80.0 80.0 80.0 120.0 140.0 BOLO 80,0 BOLO SOLO 120.0 140.0 B0.0 80.0 80.0 50.0 120.0 140.0 80.0 80.0 8 ).0 80.0 120.0 140.0 80.0 80.0 80.0 80.0 1 120.0 140.0 80.0 BOLO 80.0 80.0 120.D 140.0 79.7 79.7 80.0 80.0 120.0 140.0 77.0 77.0 1 77.0 77.0 120.0 140.0 74.7 74.7 74.7 74.7 120,0 140.0 72.5 72.5 72.5 72.5 120.0 140.0 - - - 90.0 90.0 - - - - 90.0 90.0 - - - 90.0 90.0 - - - - 90.o 90.0 - - - - 90.0 90.0 8010 80.0 80.0 80.0 120.0 140.0 BOLO 80.0 80.0 80.0 120.0 140.0 80.0 80.0 BOLO 80.0 120.0 140.0 80.0 80.0 80.0 90.0 120.0 140.0 80.0 80.0 80.0 80.0 120.0 140.0 79.9 79.9 80.0 80.0 120.0 140.0 77.1 77.1 79.9 79.9 120.0 140.0 74.6 74.6 74.6 74.6 120.0 140.0 72.3 72.3 72.3 72.3 120.0 140.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - - - - 90.0 90.0 - 90.0 90.0 -- - 90.0 90.080.0 80.0 80.0 120.0 140.0 80.0 80.0 80.0 120.0 140.0 M77,5 80.0 4.0 80.0 120.0 140.0 80.0 SOLO 80.0 120.0 140.0 80.0 80,0 BOA 1200 140.0 77.5 e0A 80.0 120.0 140.0 74.8 74.8 77.5 77.5 120.0 140.0 72.3 72.3 120.0 140.0 70.0 70.0 120.0 140.0 --90.0 90.0 jT23L 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 GLASS CAPACITY CHARTS � z m I 0 3 I•�� W I 4 Ev NOTE: iY 0 O O APPROPRIATE SILL RISER TO BE �ru SELECTED FOR MAX. POSITIVE p wo DESIGN PRESSURE SEE DETAILS 0 t Y ON SHEET 4. 0 O e4 OBTAIN ANCHOR TYPE AND 0f 0 > 8 CONFIGURATION TO USE FROM 0 a a a ,, ANCHOR CHARTS ON SHEET 5 0 01,2 0 MULLION SIZE AND CAPACITY TO cc K 0 n BE OBTAINED FROM CHARTS ON Q W 3 LL m `n- SHEET 13. LLz 0 LOWEST APPLICABLE VALUE FROM J O M a Q W `ry' THE ABOVE WILL APPLY TO CONDITION REVIEWED. 'O widi 1110 Florida F Cn N w U N I U U Z O N U) vm6 (A O O UUO 2 1 Ur ~ 00Lo O -pw En w_jr F 25N Q z`tOO nd Fxr U 00� Nz Li cc/Qo1�g Z COgp g -I i6 I M m N V) oN O v OW � N =N o NNE N O M n O 3 N Z Z U L� ^ 1 O N U o Lnn`I CML FLA. PE R 70592 CA.N. 538 M 1 drawing no. W08-14 3/16" TEMP. GLASS 5/16" AIR SPACE 1/4" ANN. GLASS 1/4" ANN. GLASS 1/4" HEAT STREN'D GLASS .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' OR OR OR .075" INTERLAYER ,075" INTERLAYER .075" INTERLAYER VANCEVA STORM COMPOSITE BY 'SOLUTIA' VANCEVA STORM COMPOSITE BY 'SOLUTIA' VANCEVA STORM COMPOSITE BY 'SOLUTIA' 3/16" ANN. GLASS 3/16" ANN. GLASS' 3/16" HEAT STREN'D GLASS SILICONE SIUCONE SILICONE SILICONE z m DOW CORNING 995 m DOW CORNING 995 i i DOW CORNING 995 w GE 1200 g GE 1200 m m GE 1200 17 La5 17 : v3� a II I 17 0 1 II 00.j lj ij 12 I II w W w W 0 10 10 i� 0 10 GLASS TYPE T GLASS TYPE 'IA' j GLASS TYPE '2' GLAZING OPTIONS LOAD CAPACII DUE TO WATE EXT.(+) = 8C LOAD CAPACn DUE TO WATE EXT.(+) - 6C NOTE; t 3/16" AND 1/4" PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16" + 1/4" OR 1/4" + 3/16") I DUECAPACITY LOAD CAPACITY ToWATER? II M I DUE TO WATER' r'I II EXT.(+) = 100 PSF�IFrjI EXT.(+) = 120 PSF�Ir{II + LOAD CAPACITIES SHOWN IN CHART ON SHEET 3 ARE FOR DOORS USING 4-1/4" SILL HEIGHTS FOR DOORS USING LOWER SILL HEIGHTS LIMIT EXTERIOR(+) LOADS AS SHOWN ABOVE, 6" TEMP. GLASS to -5/16" AIR SPACE Z 1/4" HEAT STREWD GLASS gm�� 0 E W g .090" INTERLAYER �I SENTRYGLAS BY 'DUPONT' O OR .075" INTERLAYER VANCEVA STORM COMPOSITE BY 'SOLUTIA' O: Q u. 3/16" HEAT STREWD GLASS 0 cy SILICONE S DOW 995 2 O a O GE 00RNING n 0) a�3LLQ 17 Z �I j I; 12 ILO C: Qw� GLASS TYPE '2A' pRp)yiTCTREVISED as complying with the Floam Building Code Accoptence NoRxial L• 3,/11, BYliade c '7 Mioduct FLA. PE i 70592 C.A.N. • 3638 MAR 0 # at2 orowinq no. W08-14 PANEL WIDTH INCHES 24-t/4 30-1/4 38-1/4 42-1 a / 48-1/4 54-1/4 60-1/4 24-1 /4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1 /4 24-1 /4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 24-1 /4 30-1/4 36-1/4 42-1/4 48-1/4 54-1 /4 60-1/4 24-1/4 30-1/4 38-1/4 42-1/4 48-1/4 54-1 /4 60-1/4 24-1 /4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 50-1/4 24-1 /4 30-t 4 4IS 54-1/4 60-1 4 / DESIGN LOAD CAPACITY NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. U n w PRODUCI'REVIo%TD = .m t ompf7fn6 with the Florida A � .Duihf"aCoda12r36-1/4 < ¢eeptnC,No�74c42-1/4 alo 2 Wi[/J i0 $ ngfelnl Dade PrOdudl'011t[O Z Engc. JAV4Q, AHMA w CM//L' FLAPC.A.N. 3530592 m p q RA u RA Q tq W /4 z 4 �U I ti U - PSF (ANCHORS) DOOR HEIGHT INCHES ANCHORS TYPE ANCHORS TYPE 'B' ANCHORS TYPE 'C, 1/2" SHIM SPACE 1/4" SHIM SPACE 8/8" SHIM SPACE 1/2" SHIM SPACE 1/4" SHIM SPACE CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 2 k �� )"' i5g �QQ7 0 O 0 O a Q _ V v c M 0 yyy$ Q n C Q 3 ji N L6 z .d Q W F 4 5 e a 4 a 5 e a i 5 s s a 5 Bo 770.0 t70.0 t)•0 17170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 137.1 170.0 170.0 t70.0 170.0 170.0 170.0 170.0 143.3 170.0 170.0 170.o 770.0 170.o 143.0 170.0 170.0 170.0 170.0 170.6 170.0 170.0 149.5 170.0 f70.0 170.0 170.0 170.0 107.4 128.9 150.4 170.0 170.0 155.9 163.8 170.0 112.2 134.7 157.2 143.0 170.o t70.0 107.4 128.9 150,4 170.0 170.0 136,5 163.8 170.0 172.3 34.7 197.2 14J.0 170.0 170.0 114.7 133.8 132.9 170.0 170.0 145.7 170.0 170.0 119.8 139.8 159.8 158.9 170.0 170.0 103.2 120.5 137.7 170.0 170.0 131.2 153.1 170.0 107s 25.9 43,9 431- 170,0 170,0 84 182.9 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 130.6 163.2 170.0 170.0 170.0 165.9 170.0 170.0 138.5 70.0 170.0 162.9 170,0 170.0 136.2 163.4 170.0 170.0 170.0 170.0 170.0 170.0 142.3 70.0 170.0 170.0 170.0 170.0 116.9 140.2 183.E 170,0 170.0 148.5 170.0 170.0 122.1 46.6 170.0 155.5 170.0 170.0 102.3 122.8 143.3 170.0 170.0 13010 156.0 170.0 106.9 728.3 149.7 136.1 170.0 170.0 109.2 127.4 145.6 170.0 170.0 138.8 161.9 170.0 114.E 33.2 152.2 151.4 170.0 170.0 98.3 114.7 131.1 170.0 170.0 125.0 145.8 158.6 102.8 119.9 137.0 136.3 163.5 170.0 g0 152.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 158.9 70.0 170.0 170.0 170.0 170.0 J 8 O �g'f 0 z I" = -� N N v) N Q W N r N M n O 0 3 N Z Z4 �- �' CJ r9t C9p5v V 121.9 152.3 170.0 170.0 170.0 154.9 170.0 170.0 127.4 59.2 170.0 152.0 170.0 170.0 170.0 127.1 152.5 170.0 170.0 170.0 161.5 170.0 170.0 132.9 59.4 170.0 189.1 170.0 109.1 130.9 152.7 170.0 170.0 138.6 166.3 170.0 114.0 36.8 159.6 145.1 170.0 t70.0 95.5 114.6 133.7 170.0 170.0 121.4 145.6 169.9 99.8 19.8 139.7 1 127.1 158.8 170.0 101.9 118.9 135.9 170-0 170.0 129.5 151.1 170.0 106.5 124.3 142.0 14t,3 169.5 770.0 91.8 107.1 122.4 170.0 170.0 118.6 136.1 155.5 95.0 01.9 127.9 127.2 152.E 170.0 96 142.5 170.0 170.0 170.0 170.0 170.0 1 170.0 170.0 148.9 1 170.0 170.0 170.0 170.0 170.0 114.2 142.8 170.0 170.0 1 170.0 145.2 170.0 170.0 119.4 149.3 170.0 142.5 17010 170.0 119.2 143.0 166.8 170.0 1 170.0 151.4 1 170.0 170.0 124.6 149.5 170.0 158.6 170.0 170.0 102.2 122.7 143.1 170.0 170.0 129.9 155.9 170.0 106.9 128.2 149.6 138.0 170.0 170.0 89.5 107.4 125.3 170,0 170.0 113.8 136.5 159.3 93.6 112.3 131.0 119.1 148.9 170.0 95.5 111.5 127.4 170.0 170.0 121.4 141.7 151.9 99.9 1 t 6.5 133.2 t 32.4 158.9 I70.0 88.0 100.4 114.7 170.0 170.0 109.3 127.E 145.8 89.9 104.9 119.9 119.3 143.1 187.0 102 134.1 167.7 170.0 170.0 170.0 170.0 170.0 170.0 140.2 170.0 170.0 167.3 170.0 170.0 107.E 134.4 181.3 170.0 170.0 138.8 170.0 170.0 112.4 140.5 168.6 134.1 170.0 170.0 112.2 134,E 167,0 170.0 470.0 142.5 170.0 170.0 117.2 140.7 164.1 149.2 170.0 170.0 98.2 115.5 134.7 170.0 170.0 122.3 146.8 170.0 100.6 120.7 140.8 128.0 160.1 170.0 84,3 101.1 118.0 170.0 170.0 107.1 128.5 149.9 88.1 105.7 123.3 112.1 140.2 188.2 0 u a� xgg 5 $ �i 8 w € ,"'� c n 12 a 89.9 104.9 119.9 170.0 170.0 114.3 133.3 152.4 94.0 109.7 125.3 124.7 149.6 170.0 81.0 94.5 108.0 170.0 170.0 102.9 120.1 137.2 84.6 98.7 112.8 112.2 134.7 157.1 108 126.7 158.4 170.0 170.0 1 170.0 161.0 170.0 170.0 132.4 165.5 170.01 158.0 170.0 170.0 101.6 126.9 152.3 170.0 170.0 129.1 161.3 170.0 106.1 132.7 159.2 128.7 168.9 170.0 105,9 127.1 148,3 170.0 170.0 134,8 181,5 170.0 110.7 132.9 155.0 140.9 170.0 170.0 90.9 109.1 127.2 170.0 170.0 115.5 138.6 161.7 95.0 114.0 133.0 120.9 151.2 170.0 79.6 95.5 111.4 160.7 170.0 101.1 121.4 141,E 83.2 99.8 116.4 105.9 132.4 158.8 84.9 99.f 113.3 170.0 170.0 107.9 125.9 143.9 88.8 103.6 118.4 117.7 141.3 154.8 76.5 39.2 102.0 160.9 170.0 97.2 113.4 129.6 79.9 93.3 106.6 108.0 127.2 148.4 114 120.0 150.0 170.0 170.0 170.0 152.5 170.0 170.0 125.4 156.8 170.0 149.7 170.0 170.0 110001 y $ 2 '^o v 96.2 120.3 144.3 170.0 170.0 122.3 152.8 170.0 100.E 125.7 150.8 120.0 180,0 170.0 100.4 120.4 140.5 170.0 170.0 127.5 153.0 170.0 104.9 125.9 146.E 133.5 168,9 170.0 86f 103.3 120.5 170.0 170.0 109.4 131.3 153.2 90.0 108.0 126.0 114.6 143.2 170.0 150.5 75.4 90.5 105.8 152.3 170.0 95,8 115.0 134.1 78.8 94.6 110.3 100.3 125.4 $ I I u I yq a o o . rJ 80.5 93.9 107.3 169.3 170.0 102.3 119.3 136,4 84.1 98.1 112.1 111.5 133.8 156.1 72.5 84.5 96.6 152.4 170.0 92.1 107.4 122.8 75.7 88.3 101.0 100.4 120,5 140.6 24-1/4 30-7/4 36-1/4 42-1/4 48-1/4 54-1/4 Lin- 1/4 120 114.0 142.5 170.0 170.0 170.0 144.9 170.0 170.0 119.2 148.9 170.0 142.2 170.0 170.0 91.4 114.2 137.1 170.0 170.0 116.2 145.2 170.0 95.5 119.4 143.3 114.0 152.0 170,0 170.0 95.3 114.4 133.6 170.0 170.0 121,2 145.4 189.E 99.6 119.8 139.5 128.9 158.E 81.8 98.2 tt4.9 165.2 170.0 104.0 124.7 145.5 85.5 102.6 119.7 108.8 136.0 103.3 143.0 148.3 drawl W08-14 sheet 50113 71.8 8610 100.3 144.6 170.0 91.0 109.2 127.4 74,9 89.6 104.8 95.3 1 k9.1 78.4 89.2 101.9 180.8 170.0 97.2 115.3 129.5 79.9 93.2 106.5 108.0 127.1 68.8 80.3 91.8 144.8 170.0 87.5 102.1 116.E 1 71.9 83.9 95.9 95.4 114.5 133.8 NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. c`�i ^ w FRODUCTrI?vlsEn x as complying with the Florida IO�.00i{d l?- 4 p 4`m,,smuccc,',0,, to et Cootre Engr; 7VAO. MAp FLA. PEVIL / 70592 of C.A.N. 3538 z 0 g W MAR OJ (7r? Z fQ�V Z n �' W C 0 IL 0 v V o aaa y Q W ei i J n 0 .J In N 7 NI rn id M N OW ,^� 4 ad LO M z CA m 03M m Z ;i N O 5�• t,�j COp` J U a y N m m a8 a ?� ~ w m O z a of < a 0o a 8 1 o I p t o_ may. v 2 W08-14 sheet 6 0f 13 DESIGN LOAD CAPACITY - PSF (ANCHORS) ANCHORS TYPE 'D' ANCHORS TYPE 'E' 1/2" SHIM SPACE 1/4" SHIM SPACE 3/B" SHIM SPACE i/2" SHIM SPACE PANEL WIDTH INCHES p00R HEIGHT INCHES CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF q 5 8 3 4 6 4 6 8 4 5 8 24-1/4 134,2 187.8 170.0 170.0 170.0 770.0 163.3 170.0 170,0 1 4.2 187.8 170.0 30-1/4 107.E 13A.5 181,4 170.0 170.0 170.0 130.9 163.E 170.0 1Q7.8 134.5 IB1.4 38-1/4 112.2 134.7 157.1 170.0 170.0 170,4 136,6 163,9 170.0 112.2 134.7 157,1 42-1/4 80 98.3 115.5 134.0 170.0 170.0 170.0 117.2 140.E 164.0 96.3 115.5 134•B 48-1/4 84.3 101.2 118.0 170.0 170.0 170.0 102.6 923.1 143.8 4,3 101.2 118.0 54-t/a 90.0 105.0 t20.0 170.0 i70.0 170.0 709.5 127.7 ta6.0 90.0 103.0 120,0 60-1/4 87.0 94.5 108,0 170.0 170.0 170.0 9d.6 115.0 131.5 81.0 94.3 108.0 24-1/4 127.8 159,8 170.0 170.0 170.0 170.0 iS5.5 170.0 170.0 127.8 159.8 170.0 30-7/4 702.3 f26.1 153.7 170.0 170.0 170.0 124.7 155.8 710.0 102.5 128.1 153J 38-1/4 108.9 128.3 149.8 170.0 170.0 170.0 130.0 156.7 t70.0 1.6.9 128.3 149.8 42-f/4 84 97.7 170,0 128.4 170.0 170.0 170.0 111.8 733.9 158.2 1.7 110.0 128.4 46-1/4 80•J 96.4 172.4 184,9 170.0 170,0 97.7 7772 136.8 80.3 96.4 112.4 54-1/4 85.7 100.0 114,3 170.0 170.0 170,0 104.3 721.7 139.0 85.7 100.0 114,3 60-1/4 77.2 90.0 102.9 765.0 170,0 170.0 93.9 109.5 125.2 77.2 90.0 102.9 24-1/4 119.3 749.1 170.0 170.0 170.0 170.0 145.2 170.0 170.0 119.3 149.1 170.0 30-1/4 95.6 119.5 143.4 170.0 170.0 170.0 118.4 145.5 170.0 95.6 119,5 143.4 36-i/4 99.6 119.7 139.7 770.0 170.0 170.0 121.4 145.7 169.9 99.8 119.7 139.7 42-1/4 90 85.6 102.7 719.8 170.0 170.0 170.0 104.7 123.0 145.$ 8,5.6 102.7 119.8 48-1/4 74.9104A 153.9 170.0 170,0 97.2 109.4 127.7 70.,9 89.9 104.9 54-1 /4 80.0 93.3 108.8 170.0 170.0 170.0 97.3 113.5 129.E 0.0 93.3 106.B 60-1/4 72.0 84.0 96.0 154.0 770.0 170.0 87.8 102.2 118:8 72.0 84.0 96.0 24-1/4 111.8 139.8 187•B 170.0 170.0 170.0 136.f 170.0 170.0 111.8 739.8 167.8 30-1/4 89.7 112.1 134.5 170.0 170.0 170.0 109.1 136.4 183.E 89.7 112J 134.5 36-I/4 93.5 112.2 130.9 170.0 170.0 770.0 113.8 136.6 159.3 93.5 112.2 130.9 42-1/4 g$ 60,2 98.3 112.3 164.7 170.0 170.0 97.8 117.2 136.7 80.2 96.3 1f2.S 48-1/4 70.3 84.3 98.4 744.2 170.0 170.0 85.5 102.8 119.7 70.3 64.3 98.4 54-1/4 73.0 87.5 100.0 160.4 170.0 170,0 91.2 108:5 121.7 73.0 87.5 100.0 60-1/4 BZ5 78.8 80.0 144.4 170.0 170.0 62.2 95.9 109.5 87.5 78.8 90.0 24-1/4 105.3 137.E 157.9 170.0 170.0 t70.0 128.1 160.1 170.0 f05.3 f31.8 t57,9 30-1/4 84.4 f05.5 128.8 182.4 170.0 770.0 102.7 126.3 154.0 64.4 105.3 128.8 36-1/4 88,0 105.8 123.2 170.0 170.0 170.0 107.1 128.5 149.9 Bd.O 105.E 123.2 42-1 /4 l02 75.5 90.8 105.7 I SS.O 170.0 170.0 91.9 1 10.3 128.6 75.5 90.8 105.7 48-1/4 66.1 79.4 92.8 135.8 169.7 170.0 80.5 96.6 112.fi 88.1 79.4 92.6 54-1/4 70.6 82.3 94.7 150.9 170.0 170.0 65,9 100.2 774.5 70.8 82,3 94•f 60-1/4 83.3 74.1 84,7 739.9 183.1 770.0 77.3 90.2 703.1 83.3 74.1 84.7 24-1/4 99.4 124.3 149.1 170.0 170.0 170.0 f21.0 731.2 170.0 99.4 124.3 148.1 30-i/4 79.7 99.8 t 19.5 153,4 170.0 170,0 97.0 121.2 145,5 79.7 99.8 119,5 36-1/4 83.1 99.8 118.4 170.0 170.0 170.0 101,1 121.4 t41.8 83,1 99.8 118.4 42-1/4 708 71.3 85.6 99.9 146.4 170.0 170.0 86.8 104.1 121.5 71.3 B8.6 99.9 48-1/4 82.5 74.9 87.4 128.2 160.3 170.0 76.0 91.2 108.4 82.5 74.9 67.4 54-1/4 68.7 77.6 88.9 142.5 170.0 170.0 81.1 94.6 108.f 88.7 77.8 88.8 60-1/4 60.0 70.0 80.0 128.4 134.0 170.0 73.0 $5.2 97.4 60.0 70.0 80.0 24-f/4 94.2 117.7 141.3 170:0 170.0 t70.0 114.6 143.2 170.0 94.2 117,7 141.3 30-1/4 75.5 94.4 113.2 145.3 170.0 170.0 91.9 114.8 137.8 75.5 94.4 113.2 36-1/4 78.8 94,5 110.'J 181.7 170.4 170.0 95.8 115.0 134.2 78.8 94.5 170.3 42-1/4 ft4 87.8 81.1 94.8 138.7 170,0 170.0 82.2 98.7 115.1 87.8 81.1 94.8 46-1/4 59.2 77.0 82.B 121.5 151,8 170.0 72.0 86.4 100.8 59.2 71:0 82.8 54-1/4 83.1 73,7 84.2 135.0 182.1 170.0 78.8 89.B f02.4 63.1 73.7 84.2 60-1/4 58.9 66.3 73.d 127,8 145.9 170.0 89.2 80.7 92.2 58.9 86.3 75.8 24-1/4 89.5 111.8 134.2 170.0 170.0 770.0 108.9 138.1 163.3 89.3 111.8 134.2 30-1/4 71.7 89,7 107.8 138.0 170.0 170.0 87.3 109.1 130.9 71.7 88.7 107.E 36-1/4 74,8 89.8 104.7 153.8 170.0 170.0 91.0 109.2 127,0. 74.8 89,8 104.7 42-f/4 120 64.2 77.0 89.9 131.E 164,7 170.0 7$.1 93.7 109.3 64,2 77.0 89.9 48-1/4 56.2 67.4 78.7 173.4 144.2 170.0 66.4 82.1 95.8 56.2 67,4 78.7 54-1/4 60.0 70.0 80.0 128.3 154,0 170.0 73.0 85.2 97.3 60.0 70.0 80.0 80-1 /4 54.0 63.0 72.0 1 15.5 138.E 161.7 65.7 76.7 87.8 54.0 63.0 72.0 RISER FOR 31STTANCE WEEPS 4 FOR caPaclTY W1 = ,30" X 1-5/8" WEEP SLOTS WITH PLASTIC COVER AT 9" FROM EACH END AND t48" O.C. W2 = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND ±12" O.C. 2 W3 - 1/4" X 5/8" WEEP HOLES AT 9" FROM EACH END AND ±48" O.C. N Cngc JAVAD AHMAO JT RISER NOT APPROVED FOR INSTALLATIONS WHERE JRATION RESISTANCE IS REQUIRED, PRODUCTRfiV15ED N LOAD FOR THIS SILL IS THE SAME AS 4-1/4" RISER, as eomptytnnr the Florida ; BtdidingCode e n s / 13y Mimi ade Product Contm CIVIL FLA. PE N 70592 C.A.N. 3538 a MAR 0 9 J I O m 0 LLI z W � F- . NM O3"�rn Zz4� $ 30 w c�i o n in U U drawing no. W08-14 sheet oof 13 TYPICAL ANCHORS TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS iX6 OR LARGER AT MTG. STILE 2X6 OR LARGER AT MTG. STILE WOOD BUCKS & INTERLOCK ENDS_ WOOD BUCKS & INTERLOCK ENDS SEE SHEETS 5 & 6 SEE SHEETS 5 & 6 FOR QUANTITI FOR QUANTITIES m as • = xg 1 • ee" a g x ° �N '4 •4 • • t Cox N ^� ANCHORS TYPES A AND D ANCHORS TYPES A AND 0 INTO 2BY WOOD BUCKS THRU 1BY WOOD BUCKS OR WOOD STRUCTURES INTO 3 KSI CONCRETE ANCHORS TYPES B DIRECTLY INTO 3 KSI CONCRETE HIGH STRENGTH GROUT 1'c - 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER $HEAR LOADS TO STRUCTURE u lI U c TYPrCAL ANCHORS IN CLUSTERS AT MTG, STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS -\ SEE SHEETS 5 & 6 FOR QUANTITIES • e. ANCHORS TYPES B AND E DIRECTLY INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 z FOR QUANTITIES Cox J ANCHORS TYPES C INTO METAL STRUCTURES OR APPROVED MULLIONS (a4% TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 5/16" DIA ULTRACON BY 'FLCO' (Fu-177 KSI, Fy-155 KSI) U) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j p N 4( WITH 1-1/2" MIN. PENETRATION INTO WOOD O w THRU 1BY WOOD BUCKS INTO CONCRETE R ,•:,:;.' '- '' WITH 1-1/4' MIN. EMBED INTO CONCRETE z to ; TYPE 'B' - Via,,DIA ULTRAGON BY 'ELGO' (Fu-177 KSI, Fy-155 KSI) o N rn N r, Si - DIRECTLY INTO CONCRETE 3 N P-) - WITH 1-1/4" MIN. EMBED INTO CONC. 0 m TYPE V - 914 sms OR SELF DRILLING R W cT/ T (GRADE 2 CRS) 3M Z 3 0 INTO METAL STRUCTURES 0 - STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) & (9 05 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) V (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE V - 1/4" DIA HILTI KWIK-CON II (Fu-163 KSI, Fy-157 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD W THRU 1BY WOOD BUCKS INTO CONCRETE Co R WITH 1-1/4" MIN. EMBED INTO CONCRETE I TYPE 'E' - 1/4" DIA HILTI KWIK-CON II (Fu=163 K51, Fy=157 KSI) c 8 N DIRECTLY INTO CONCRETE ua WITH 1-1/4" MIN. EMBED INTO CONC. p p z ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. AT 1/4" ANCHOR IA 3-1/8" MIN. AT 5/16" ANCHOR 0INTO WOOD STRUCTURE = 1" MIN. AT 1/4' ANCHOR1-1/4" m MIN. AT 5/16' ANCHOR INTO METAL STRUCTURE - 1/2" MIN, C PRODUCTRE`✓ISRD as complying with the Fioridu O Enya JACL ADAHMAD Building Colo pecopteace No FIA. PEN 38 81�Dad, C.A.N. 36M WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS Z�T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND MAR 0 9 2012 TRANSFER THEM TO THE BUILDING STRUCTURt. drawing no, W08-14 PANEL WIDTH TYPICAL ANCHORS REINFORCING AS REOb �LIt SEE ELEV. FOR SPACING SEE SHEET 3 D.L.O. _PANEL WIDTH •- FOR CAPACITY o ro 1 /2" MAX. © O 26 31 O 16 24 D.L.O. Z OAD BEARING SHI - 14 W �a 0 SO-- - --- o -- -fir•--- __ _,.----�r---- 6 29 6 film 15r : - --- IL Q q A 30 23 0 .6 25 a ;gym^ In --- L--- .� (7 M Q Qwe�� B O 1a 9 3 ! J D.L.O. REINFORCING AS REDD Li'}(TF,RIOR m SEE SHEET 3 N PANEL WIDTH FOR CAPACITY V) DOOR WIDTH OO L i LLJ /IX6 OR LARGER 0 WOOD BUCKS Z VI N N ^ n TYPICAL ANCHORS ANCHOR LOCATION j O N M SEE ELEV. FOR '0' SINGLE PANELS PO FOR SPACING' 3 N 1 /2" MAX. F 1 /2" MAX. 1 /4" MAX. v�Oi Z �` U. vJ LOAD BEARING O O LOAD BEARING O LOAD BEARING 3 O _ r%5 SHIM SHIM SHIM J U-�RIJ O 32 TYPICAL ANCHORS SEE ELEV. W FOR SPACING om W • • L W Z Z U W Z O O O K 2 S 2 rm 10 N me 6'd METAL D o m a o STRUCTURE $ $ �' c v c a m o 0 e.. PANELWIDTM b PANEL WIDTH Engr; JAVAD-AHMAD •„ 0 CIAL. DOOR WIDTH DOOR WIDTH FLA. PE B 70592 o M C.A.N. 536. 2X6 OR LARGER WOOD BUCK PROD REVISED OR as complying with ltle Fhorlda ` l�/f1 WOOD STRUCTURE ti p` Nodo ` 1 J� — 1 �, drawing LG rll 7 MAR 0 9 2012 W08-14 iwni Dade Proddct Cont sheet 9 of 13 I I � z O z F. w N 0 o M IL Q O 0� v O M M o 0aao'°1 ABOVE CHART IS FOR 12" TYP, ANCHOR SPACING 0 ro EDGE FOR 6" SPACING MULTIPLY CAPACITY X2. Q W ; u ,� j .j f7M� a ZW � N J � N Ouj z o a 03Mm Z 2 JJ 30- UCH 0 CA POCKETED JAMB pF O N C K 0 n $ u C a x u W o z 0 .0 a o 0 a U p C O En9r: JAVAD AHMAD II o CIVIL FIA. PE � 70592 e n PRODUCTRSV1 C.A.N. 538 5BD ep cariptytit8 wttfi�t�fto�'�onda � � ,t Dtdtding Code 1 Z r,OiJ a `u Acceptance No 1 O Ex ' 'o De /ya0// drawing no. / MA 0 9 2012 W08-14 Miwni adc Prodalct Contr sheet g, l of 13 POCKET HOOK ANCHOR CAPACITY — PSF ANCHORS TYPE SUBSTRATE MIN. -MBEO. MIN. EDGE DIST, PANEL WIDTHS 38-1./4" 42-1/4" 48et/4" 54-I/4" 60-1/4" 1 /4" DIA. ULTRACONS BY 'ELCO' (Fu.177 KSI, Fy=155 KSI) MASONRY 1-4 /4" P 85.0 75,0 66.0 80.0 CONCRETE 1_a/4" 1" 159.0 139.0 124.0 112.0 1 /4" DIA. KWIK-CON II BY 'HILTI' (Fu=183 KSI, Fym157 KSQ MASONRY 1-�1/4" 1" P40. 71.0 82.0 55.0 50.0 CONCRETE I^/4" 1" 120.0 105.0 94.0 84.0 M14 SMS (GRADE 2 CRS) WOOD 1-1/2" 3/4" 170.0 150.0 133.0 120.0 IO TOP RAIL LJ BOTTOM RAIL FRAME HEAD 062 683 TMy P_� 628.080 1 2 TYP. 10 7.935 P. 070 .683 TYP. �- 1.053 I 1.112 .935 b o0 GLAZING BEADS .692 0170 t.F 080II {�—�7711.2 11 . —�I.930 F� O FRAME SILL Im 0 GLASS ADAPTERS TYP. l_J JAMB/LOCK STILE 0 INTERLOCK STILE 3. O ASTRAGAL STILE 065 TYP. SILL RISER 2.449 4 9A SILL RISER (HI—RIS .1801 .090 137 .930 W 12 INSUL. GLASS ADAPTER lo— 1.770 —ti 1.140 11 140 L .4101 �I D FIX. PANEL BA Imo---2.652 A 00 1 to STILE REI Q FRAME JAMB jam-- 3.575 t .175 •075 1.625 .620 PRODUCTRLV ithe Fl a complyLtg wi8t tbP f+lorkla Building Cade �� ,. t' Acceptance No 1 7 Bx � 'o _) 5 POCKET DOOR HOOK MiamI ade Product Cant VLA. PE 70592 C.A.N. 3536 MAR 0 9 2012 _ ro Z n 0� a h WC4a 9 IL 0 n 0 v vo � D o aaoS Q W Vg JZ(M�yy4_ Q WTI rd w J � M 4 m S N Ow n Ow z Ln N N Lln m m •; N M w Q 3 m o z in to I 30_ w i0 p� J N 9 0_ o n yuy k � o' A si u drawing na W08-14 sheet 10 of 13 4j ' gs �. w 7"T �f t! ITEM # PART k QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I CGI-550 1 FRAME HEAD 6063-T6 - 2 CGI-551 1 FRAME SILL 6063-T6 - 3 CGI-552 2 FRAME JAMB 6063-T6 - 4 CGI-555 1/ PANEL TOP RAIL 6063-T6 - 5 CGI-556 1/ PANEL BOTTOM RAIL 6063-TB - 6 CGI-557 2/ PANEL JAMB/LOCK STILE 6063-T6 - 7 CGI-558 AS REQD. INTERLOCK 6063-T6 - 8 CGI-559 AS REQD. ASTRAGAL STILE 6063-T6 - 9 CGI-553 AS REED. SILL RISER (STANDARD) 6063-T5 - 9A CGI-553 AS REQD. SILL RISER (HI -RISE) 6063-T5 - 10 CGI-561 AS REQD. GLAZING BEAD (COLONIAL) 6063-T5 - 10A CGI-563 AS REQD. GLAZING BEAD (SQUARE) 6063-T5. - 11 CGI-562 AS REQD. GLASS ADAPTER (COLONIAL) 6063-T5 - 11A CGI-564 AS REQD. GLASS ADAPTER (SQUARE) 6063-75 12 CGI-565 AS REQD. GLASS ADAPTER (INSUL. LAM. GLASS) 6063-T6 - 13 CGI-585 2/ FIX. PANEL FIX. PANEL BASE, 2" LONG 6 663-T5 ATTACHED WITH #8 X.3/4" PH PH TEKS 14 CGI-560 AS REOD. STILE REINFORCING 6063-TB LENGTH = DOOR HT. - 14" 15 CGI-577 AS REQD. POCKET DOOR HOOK 6063-T6 16 VARIES VARIES WOOL PILE WEATHERSTRIPPING WITH FIN PILE ULTRAFAB OR EQUAL ,187 BASE X .290 TRI-FIN (USED HORIZONTALLY) .:187 BASE X .290 SINGLE CENTER FIN (USED VERTICALLY) 17 CGI-382V VARIES GLAZING BEAD BULB VINYL CUSTOM EXTRUDED 18 SILICONE VARIES STRUCTURAL SILICONE RUBBER GE 12DO OR DOW 995 19 CGI-584 1 ANTI -LIFT BLOCK GL REINF NYLON CUSTOM CGI PART BOVE INTERLOCK ATTACHED W/ (2) a1OX1" SMS 20 CGI-586 1 ADHESIVE BACKED PILE PAD (.300" HIGH) PILE ULTRAFAB OR EQUAL T BOTTOM OF EACH INTERLOCK 21 TA OR TA-84 2/ MOV. PANEL TANDEM 6/S ROLLER S/S BUILDERS HROW, OR EQUAL ATTACHED WITH a8 X 3/4" PH PH TEKS 23 CH-200 1 M.S. COMMERCIAL HOOK BOLT LOCK S/S MECH. CUSTOM PART IW&LUDES CGI-580 FACE PLATE TRIM 24 CH-107 1 BRASS THUMBTURN BRASS/ZINC CUSTOM PART p REQUIRED PER HOOK BOLT 25 CH-109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PART bPTIONAL PART 26 COI-581 1 .850 X 3.875 S/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) #10 X 1" TRUSS HEAD SMS 27 SCREW (FRAME) 12 j)12 X 1 1/4" HEX HEAD S/S SMS S/S VARIOUS 3 SCREWS PER FRAME CORNER 28 SCREW (PANEL) 8 #10 X 1 1/4" PAN HEAD S/S SMS S/S VARIOUS 2 SCREWS PER PANEL CORNER 29 SCREW 2 Q8 X 1 1/2" FLAT HEAD TEKS S/S S/S VARIOUS (2) ERB FIXEDTTOM PANEL MOUNTEAT D MA IMUMPLASCF 24' FROM TOP &30 SCREW VARIES #10 X 1 1/2" PAN HEAD TEKS S/S S/S VARIOUS AT 6" FROM ENDS AND 24" ON CENTER MAX. 31 CGI-599 VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART 32 SIDELITE JAMB CLIP 1/SCREW 3" LONG CLIP (AT "O" CONFIGURATION) ALUM CUSTOM PART CONSISTS OF 1/8 X 3 1/8 X 3" LG PLATE GLUED TO 3/4 X 1 I/2 X 1/8 THK X 3" LG. TUBE 33 HI-FLO WEEPER VARIES WEEP HOLE AND COVER NYLON PEP I WEEP AND COVER AT 9" FROM ENDS AND AT CENTER LINE OF INTERLOCK OR ASTRAGAL SEALANTS; ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO UE SEALED WITH WHITE/ALUM COLORED SILICONE. PnAllyi�T?i11. " 'W camp ym6 wi tde Florida o BumlingCode \� % 1t�J Acceptance Nn �"/ A io Uato By - Miami Dade Pro Ict CContra CIVIL FLA. PE N 70592 C.A.N. 3538 4�2012 ro4'lj z n. 0. Z F W Q a " 0: O w iL 0: 08 C M a 0 W m °Kaa Am A N C LLN� J aW52 drawing no. W08-14 y�U 27 � 0- z g 0 N o w G U m IL 0a4<A 0 2 Q w3LL� LLZjNy��o Q uj � rn J � pp I O m PANEL TOP CORNER W uj FRAME TOP CORNER 28 O p N W rn N tl g z z I 30 0 w 5� �U'ogJ so 0 27 0 r_ m W V so00 / 0 u F 2 4 / UM a a z z / � a •` o Engr: JAVAD AHMAD, ° o cmi o FI,A. PE A 70�92 n 3 o PANEL BOTTOM CORNER C.A,N}. 538 PttDlniC7'R&`/I313f9i-• necomplyingwiltstheFlorkFs building Code �2r0 o4 U Acc. 'Wtce No �/ �f t'J drowing no. FRAME BOTTOM CORNE$ 13x lro o ! AR 9.2012 W08-14 [3y Mitani Dade Product Contro sheet 12 of 13 MULLION LOAD CAPACITY - PSF DIMS. 2 X 6 X 1/8" 2 X 8 X 1/0" WIDTH (W) INCHES LENGTH (L) INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1 /4 32-1 /4 38-1/4 44-1/4 50-1 /4 56-1 /4 62-1/4 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 26-1/4 32-1 /4 38-1 /4 44-.1/4 50-1 /4 56-1/4 62-1 /4 90 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 133.1 140.0 124.5 140.0 26-1 /4 32-1 /4 38-1/4 44-1/4 50-1/4 56-1 /4 62-1/4 96 140.0 140.0 140.0 140.0 140.0 140.0 138.3 140.0 124.5 140.0 114.1 140.0 106.2 140.0 26-1 /4 32-1/4 38-1/4 44-1 /4 50-1 /4 56-1/4 62-1/4 102 140.0 140.0 140.0 140.0 137.3 140.0 120,7 140.0 108.3 140.0 99.0 140.0 91.8 130.8 26-1 /4 32-1 /4 36-1 /4 44-1/4 50-1/4 56-1/4 62-1/4 108 140.0 140.0 140.0 140.0 121.1 140.0 106.2 140.0 95.1 135.5 86.6 123.5 80.1 114.1 26-1/4 32-1 /4 38-1 /4 44-1/4 50-1/4 56-1/4 114 140.0 140.0 126.2 140.0 107.5 140.0 94.1 134.1 84.2 119.9 76.5 109.0 26-1/4 32-1 /4 38-1/4 44-1/4 50-1/4 56-1/4 120 137.0 140.0 112.6 140.0 96.1 136.8 84.0 119.6 75.0 106.8 68.0 96.9 c NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF DOOR MULLION. 2. FOR SLIDING GLASS DOOR CAPACITY SEE SHEET 3. 3. USE CHART ON SHEETS O & 6 TO SELECT ANCHOR ARRANGEMENT AT MULLION ENDS. 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. ALUM TUBE 2 X 6 X 1/8" 2X8X1/8" SHE CLUSTER TYPICAL ELEVATIONS SEE SH SIDE BY SIDE S.G. DOOR ' SIDE BY SIDE APPLIES TO TWO OR MORE DOORS WIDTH (W) = W1 2 W2 + 2 2 X 6 X 1/8" 2 X 8 X 1/8" TYPICAL ANCHORS UNCLIPPED MULLION TYPICAL ANCHORS AT MULLION ENDS OF4OR6 5 FOR CAPACITY TUBE Felikeplot .•: MULLION TUBE ! li 3 1_ 3 1/4" 3 1/4" 3 1/4" CLUSTER OF 6 ANCHORS FOR THIS CASE READ VALUES FOR CLUSTER OF 5 ANCHORS ON SHEETS 5 & 6. PRODUCTREVISE . as complyin8 with 1110 I`(OfIdR Building Code 12 .. paJ, ['��(. AcceptanceNO_ /� ''7 , 11Da By - Mial Dade ProductCm!ro CIVIL FLA. PE N70592 C.A.N. 36 MAR I 0 9 2012 my�U Z n 0to _ FF w Z 0 0� 0� 0' 00 8 0 (L 0 ^°0� a � 316 � Ph Jz Jffl j � m J � m N 0 LL, � 0 K Z V) �'V g N� h 03Mm ZZ� 30_ a clog G TN 06 drawln9 no. W08-14 282 13/16" FALSE MUNTIN 42 1 OPTIONAL--\ D.L. I 12 I I II I I I II II G 'I II F'I II II ,/ I n W M W a N O L'_=r_ Q d rr II II II II II Ij II I II II II II --'=�----4Ia- II I II B POCKET JAMB (SEE SHEET 4 & 6 8^ & DETAIL M ON SHEET 13) (1) WEEP CLUSTER (2) WEEP CLUSTER THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. C I SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS IN .PAIRS AT HEAD/SILL/JAMBS IA M B" 8" (2) WEEP CLUSTER E ADDL. PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY 18" MAX. 6" MAX. SEE CHART ON SHEET 8 HEAD/SILL STILE E�- NOS I'-"� FOR CAPACITY SEE SHEET 7 J FOR CAPACITY a a a s" MAX. I I I I I 1 II L I 42 1/8„ (2) WEEP CLUSTER (2) WEEP CLUSTER TYPICAL FVATION REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. INSTRUCTIONS: USE CHARTS AS FOLLOWS. 48 1/8" i% / a J az x 42 1/8" 8" B" WEEP CLUSTER U.L. UF'G. 48 1/8" 0:a (1) WEEP CLUSTER Q L OPENING D.L.O HEIGHT = DOOR HEIGHT — 9 11/16" D.L.O. WIDTH = PANEL WIDTH — 6" STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. PRODUCTREVISED STEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION M WImp1yin8with dw Florida WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDAccedptmece No 'C� '.'Fj IN STEP 1 ABOVE. Date D V STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND .3 gy ` SHALL APPLY TO ENTIRE SYSTEM. nyaW Due roduc[Contr FLA. PE C.A.N. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT 05 2012 M4vaV Z 0 3 Qr J O W N Z O N 2 o O ow "' " �o 0� a aam>M s oaQQ.� O U)�� O N a W 3 a N. aNLL = 0 Z N Q w aW.l N N N v Ow c�z F 7Pi J H N O N Lr) ?� N M w p;M m Zz4 30 .� H O � U�M�l o a i n •II o � .Y drawing no. W10-31 190 9/16 (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER TYPICAL ELEVATION (TESTED UNIT) REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. PRODUCT REVISED as complying with the Florida Building Code 'Z-0821.1 6 Acceptance No ati D Z0/5 Nl .L)adc Pmduct Contra D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 9 11/16" D.L.O. WIDTH = PANEL WIDTH — 6" CIVIL FLA. PE If 70592 E C.A.N. 353 C 0 5 2012 �V Z n Cz W N Q $ N a 6 0W " OG O M 0 am > a 0 O N Q W M W 0 i� z I N is JQM¢ Q w�i Rd N N s `O d 1 A p M co W 25 N �N o N CN N .3 N 7 I E2 o3MN Zz4 3C .M U-g-j Jai n � s'. drawing no. W10-31 XXX (SHOWN) oxx xxo XXX (REVERSE) � H i- XXXXXX (SHOWN) OXXXXO H K XXXXXX (SHOWN) OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) THREE (3)TRACKS CAIL Vn EXTERIOR LL n M I O z m 3 OZ wQ F W Q (L N Q 0 O M U ow 0� a O M C&>WM S 0 1 < < 0 U)O N LL Ui o J � Ln Q w E 7.7 cnyr. on . n mnu p CIVIL c I FIA. PE# 70592 o PRODUCT REVISED C.A.N. 3538 the F Building as complying with lOrb m ar a 9 Code �L .'�i $ u Accep Lou Date drawing no. BY diaadDade pradnct con D 0 5 2012 W 10- 31 DOOR FRAME WIDTH v ANEL WIDTH I 0 w I g N a U m U V IO. O 10 - J M 0 Ia a 0 M p J 08 a ---- r EXTERIOR v p ro PXXX(SHOWN) a ¢ > 4 °o XXXP 0 IL IL h a ~ Nip DOOR FRAME WIDTH Q W 3W in LL N ANEL WIDTH U.Z g M J � La aW�€� 10 YI IY N Ia W 0 OI IO y y io ai la 0 M a L_ M 0 W n PXXXXXXP (SHOWN) EXTERIOR o F to in DOOR FRAME WIDTH 3 N M ro in Z_ Z _ 0 (90¢ J U �. U. I a. °f o i o I�O a la H I M I L xwx o w L____ p N twSii PXXXXXX(sr owN) EXTERIOR PANEL WIDTH o m w w PXXXXXO e XXXXXXP A U a OXXXXXP [POCKET CAVITY NOT BY CGI w 0 6 0 NOT PART OF THIS NOA APPROVED CONFIGURATION RATIONc POCKETED DOORS (NON -REINFORCED SHOWN) c v = a O N N O V O O^ w m THREE 3 TRACKS •F POCKETS ARE NOT PART OF THIS APPROVAL 0 AND TO BE REVIEWED BY AHJ, 0 Engr: JAVAD AHMAD 01 _o CIVIL FLA. PE # -70592 o PRMUCTREVISED C.A.N. 538 ° as complying with the Florida Aal7�(c'eNola-0 lq—®��1.16 Acceptance de L L'xpi Datc lls drawing no. D ©52012 W10-31 sheet 4 ofi6 H L H C6 �` Q H M - J H K n,Ld A, 11 XO (SHOWN) OX xX OXO (SHOWN) OXO (REVERSE) H1 Jt G1 OXXO XXXX (SIMILAR) APPROVED CONFIGURATIONc NON —PO K T DOOR (REINFORCED SHOWN) TWO (2TRACKS ���t>• mil j�8 X 3/4 SMS AT 24" O.C. MAX. FRAME WIDTH 10 i A Ad EXTERIOR IG PANEL WIDTH PRODUCT REVISED as complying with qthe Florida $w7diag CodNOV-0 �o'��' 1.140 Acceptance No V r o Fkpitetipp Date 0%C. CIVIL FLA, PE H 70592 C.A.N. 3538 TOO 2012 w u z q ui; U:-�;' O drawing no. W10-31 sheet 5 of 16 POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA 4 V c_Ui DOOR FRAME WIDTH 1� M I O ---- Z r 3 O F Z N F a I rnG // Q;p m 0 0 O w a 4 > I w EXTERIOR O IL) PX (SHOWN) 0 w M o XP DOOR FRAME WIDTH ¢ > o OaQo4cQ r-- a W LL N Ht i ri J In w U U' (P(�N1 1 0 m 0 LYj Q W e7 rL f 1a POCKETS ARE NOT PART OF THIS APPROVAL (� M U L _ -7 i AND TO BE REVIEWED BY AHJ. EXTERIOR 14=R N PXX (SHOWN) y r7 XXP DOOR FRAME WIDTH bf) ^ 0 n Ow a !n I J1 I I �7 IW- Iy OxFl YI I(YU� YI � if I" N j0 b 0j.=NM e Q. a1 LL1SO M I I g 0 3 M m L` n ____ , EXTERIOR -J 3 o N PXXP O M - U0�� DOOR FRAME WIDTH O I 1 I I I I I Y'�('c6j; rnYI I� IU j a° Q. X 01 EXTERIOR m a m m Z PXXXXP DOOR FRAME WIDTH PRODUCT REVISED N — ' as complying with the Flat[da � m r Building Code �7� • r o o N N O Acceptance No G 16 > po o EVrretto Datec>i O l y �� Y Mfatnl Dade Product Contra e U O U i l a l a ii Engr: JAVAD AHMAD c TF CIVIL M FLA. PE 0 70592 0 L _ - C.A.N. 3538 n L___ EXTERIOR PANEL WIDTH $ a PXXXX (SHOWN) O PXXXO APPROVED CONFIGURATIONS drawing no. XXXXP POCKETED DOORS q OXXXP (NON —REINFORCED SHOWN) W� �-3 1 TWO ," TRACKS kC5 012 sheet 6 of 16 H1 Ji - o- M H1 J1 Kt Y'. i ieSn DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES 'A' & 'AV GLASS TYPES 'R' & -B1' INTERLOCKS W/O REINF. INTERLOCKS WITH REINF. EXT.(+) INT.(-) EXT,(+) INT,(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-i/8 80 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/6 48-1/8 54-1/8 84 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 50.0 60.0 60.0 80o 00.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/6 42-1/8 48-1/8 96 60.0 60,080.0 60.0 60.0 80.0 80.0 60.0 50.0 80.0 80.0 60.0 60.0 BOA 80.0 60.0 60.0 80.0 30.0 INTERLOCKS INTERLOCKS W/0 REINF. WITH REINF. r J PANEL WIDTH �I TH FrPANE7Lw71D7,, APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ, 6" ANN. GLASS .075" 'Saflex CP-Soflex and Saflex HP Composites Glass Interloyers With PET Core' by Solutio Inc. Or .090" 'Saflex Clear and Color Gloss Inetrlayers' by Solutio Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 r DOW CORNING 899 / DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" DUROMETER 85±5 GLASS TYPE 'A' 7/18" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" 'Saflex CP-Saflex and Saflex HP Composites Glass Interlayers With PET Core by Solutio Inc. Or .090" 'Soflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 /-DOW CORNING 899 / DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85±5 3/8" AIR 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" TEMP. IR 3/16" ANN. GLASS .075" 'Soflex CP-Saflex and Saflex HP Composites Gloss Interlayers With PET Core' by Solutio Inp, Or .090" 'Saflex Clear and Color Glass Inetrlayers by Solutio Inc, Or .090" 'DuPont SentryGlas Interlayer' by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES GLASS CAPACITY CHARTS 11 (04 a C� �Np a � N O p OW M a, O LL O U a � M CM>`" 8 Ob.aoA jx1If i 4 to is LL W al : O _ a J omQ J QwIgR U M 0 DUROMETER 85±5 I --- N I M GLASS TYPE 'AI n AIR SPACE CONSISTING OF: (n 1" OVERALL INSUL. LAM. GLASS SPACER, it .0045" THK. ST. STEEL SPACER AROUND O Uj THE PERIMETER OF THE GLASS. _ 3/16" HEAT STREN'D GLASS A �i 'Saflex = N H' r rn fnr N .075" CP-Saflex and Soflex HP N 3 N N] m Composites Glass Interlayers With PET Core' 0 n rI by Solutio Inc. Or 'Saflex H Z 2 .090" Clear and Color Gloss Inetrlayers' c'-' 3 00 by Solutio Inc. Or .090" 'DuPont SentryGlas Interloyer' v 1 '^ V ^ ¢ J C) O F by E.I. DuPont DeNemours & Co. O 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 o DOW CORNING 899 a N DOW CORNING 995 M1 O z s z w II II �I SETTING BLOCKS u a a AT 1/4 POINTS ALL SIZES sa'i o EPDM 10W z _ DUROMETER 85±5 GLASS TYPE '11' GLASS TYPE 'HI' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM, GLASS GLAZING OPTIONS PRODUCT REVISED as emptying with the Florida l3u'tding Coda ��� l� FOR STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF Acceptance Expir n ate ID �C' Ey Miami Dade Product Contra NOTE: a o a d GLASS CAPACITIES ON THIS SHEET ARE 1C1 o o a _ 2i N BASED ON ASTM E1300-04 (3 SEC. GUSTS) o w LL AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AtiMAD Io n CIVIL FLA. PE # 70592 M C,A.N. 3538 drOwl�- W10-31 DE'05 201Z sheet 7 of 16 TYPICAL ANCHORS TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS AT MTG. STILE AT MTG. STILE & INTERLOCK ENDS 2BY W000 BUCKS & INTERLOCK ENDS TYPICAL ANCHORS SEE CHART SEE NOTE SHEET 1 SEE CHART IN CLUSTERS AT MTG. STILE FOR QUANTITIES FOR QUANTITIES 1BY WOOD BUCKS & INTERLOCK ENDS DGE ISi.° .. c , - ° SEE NOTE SHEET 1 SEE CHART ° E0G DIST. ' FOR QUANTITIES EDGE' IIIST. ° I` - d �.. 1 ' I V VL-�J:I Iuuu1 L� J U- u IJ U U U s � \ ANCHOR TYPE A oN ANCHOR \ TYPE A o o ANCHOR TYPE B INTO 2BY WOOD BUCKS J THRU 1BY WOOD BUCKS J DIRECTLY INTO 3 KSI CONCRETE OR WOOD STRUCTURES INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TYPICAL ANCHORS • SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. 'A'- AT HEAD- - - - - - - 'PICn' r- - - - - - - -AT JAMBS_-- TYPE 1/4" DIA, ULTRACON EY (Fu-177 KSI, Fy-155 KSI) TYPE 'A'- 1/4" DIA, ULTRACON BY ' O' (Fu-177 KSI, Fy=155 KSI) THRU 1BY BUCKS INTO CONCRETE I I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE 1-3/6" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE I THRU 18Y BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DIA, ULTRACON BY 'F CO' (Fu-177 KSI, Fy=155 KSI) I TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- A14 c_MS OR SF F DRILLING SCREWS (GRADE 2 CRS) - TYPE 'C'- N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J - - F-TYPE 'B'- - AT SILL - - - - - - 1/4" DIA,ULTRACON BY 'ELCOO ANCHOR EDGE DISTANCEc (Fu-177 KSI, Fy=165 KSI) INTO CONCRETE OR MASONRY = 1" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1" MIN. 1-1/4" MIN. EMBED INTO METAL STRUCTURE = 3/4" MIN. - - - - - - - CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. - SILL RISERS C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm . 2000 PSI MIN. SEE SHEETS 9, 9A, 11 & 11A FOR DETAILS AND SHEET 7 FOR CAPACITY ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE POURED HARDENED NO-METALLIC/NON -SHRINKAGE HIGH STRENGTH GROUT Vc - 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES K O LJ I- x w ANCHOR TYPE 8 [INSTALLATION CONDITIONS SHOWN APPLY TO DIRECTLY INTO 3 KSI CONCRETE H 2 TRACK AND 3 TRACK SYSTEMS WITH . OR ALTERNATE FRAME HEAD AND SILL. TYPICAL ANCHORS ILM7L V IN CLUSTERS AT MTG. STILE Z ro & INTERLOCK ENDS SEE METAL yy.. m 2 Z CHART FOR QUANTITIES STRUCTURES Q W N a a EDGE 0 w c°1 DIST. d �o 0U a h V _ a m 0 u=i a \ gm vzi ap IS 0 0 O N ANCHOR TYPE C 3 J a 3 LL INTO METAL STRUCTURES W a_. 0 LL OR APPROVED MULLIONS Z j - M Q J Q w��rw DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE H' & 'C' CLUSTER OF CLUSTER OF 4 6 4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/B 54-1/8 80 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 24-1 /8 30-1 /8 36-1/8 42-1/8 48-1 /8 54-1 /8 84 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 75.9 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 90 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 73.7 80.0 80.0 24-1/8 30-1/8 35-1/8 42-1/8 48-1 /8 96 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 74.1 - 80.0 67.5 80.0 INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE ° NOTE: r ANCHOR CAPACITIES LISTED ON THIS Engr: JAVAD AHMAD °e CIVIL SHEET TO BE USED IN CONJUNCTION FLA. PE t 70592 WITH GLASS CHARTS ON SHEET 7 C.A.N. 538 TYPICAL ANCHORS LOWER APPLICABLE VALUES CONTROL. IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES * THIS SIZE ONLY USE CLUSTER OF 6 FOR ANCHOR TYPE 8 Florida 0 drawing na' W10-31 SEE SHEET 8 FOR ANCHORS 7—OWU = EDGE DIST. 3 1/2" 01 MIN. H OOx ,aa C°.d •.. °.'.. d' ° FLu N I O C U CW x�x � 4 n 1377M I WEEP SIZE 1// X 1/8" o w M O M71 00 aQa g C 1 E 1 REFER TO SHEET 8 FOR VARIOUS 0� n6 ® O ® ® INSTALLATION CONDITIONS. Q W ; tv E7 W y JoM¢� (D ® ® OPTIONAL SLANT SILL ADAPTORS Q W Jill Jill O II II I! I! 11 N 4!! OC Ow DECORATIVE O !i 2a SILL COVER N I n OPTIONAL aiAd I! !I �I !I �I w w a Q II II II II II II r � C 4 N = x 0 14 (, ?, N r7 m 0 WW= F 1 �1 z 3 'LL W)N 00 a II II it II jj jj II I Z Z -i _ W j! ji ii s 3 o w wQ Nj II II II II fill jj jj I :I Ij Ij it II Ii II II !I li II rt;;,, I II II II II II � Gi m SILL RISER o f° o E8.1 REDD. FOR LOADS m II II I! ( II !I ABOVE +60 PSF O i w m w rc II II SILL RISER [ w w ® E8 REDD. FOR LOADS E7 ® ® ABOVE +60 PSF LIM] OOBA-lt� D ® ® ® 1 m N N ® O Q 1 II C W m d m d c_ Q ® ��IE71'I.Engr: JAVAD AHMAD c .. a CIVILnFLA. PE � 70592a ° °. '^ C .. d ° • ', C.A.N. 3538 RODUCT REVISED o n 13 KSI CONC. KSI CONC. Is emptying with the Floeld5 c EDCE DIST - 3 1/2 W EDGE DIST. ° EDGE°DIST. ufiding Code / a v` u Y MIN. eceptanc:e No � •`6 0 SEE SHEET 8 FOR ANCHORS tEC5 201 � drawing 31 THREE (3) TRACK DOOR DETAILS Dede Product Cnnrml sheet g of 16 eer Cuccr n cnc ANCHORS FOR. ANCHORS ALTERNATE THREE 3 TRACK DOOR DETAILS jM I O Z m 3 m w Z¢ aIL N Mo a a ow WEEP SIZE 3/4" X 3/16" 0 LL � REFER TO SHEET 8 FOR VARIOUS a °s M to g NSTALLATION CONDITIONS. 0 a ¢ o + OwfOa O N Q w LL N LL w S N_ M OPTIONAL SLANT SILL ADAPTORS "M a O 3 ry y � .J.. i M N N Uzi M O W O DECORATIVE 52 F SILL COVER 2s to OPTIONAL a m M N p N 3 N M z 0 ' rn Fz Z 2 � n � 3oaM � to s i � SILL RISER o `" E8.1 READ. FOR LOADS ABOVE +60 PSF c S ILL RISER o c a w 3U3 3 N a EQD. FOR LOADS BOVE +60 PSF rnj II .-. C m z m w 0 d 0 igr: JAVAD AHMAD o CIVIL m FLA. PE M 70592 c n C.A.N. 3538 RODUCfREVISFD � g s complying with the Blorida wpCode a a u / oeceptata nce No q" 1- 160 " to .ec drawing no. 5 2Q12 smi Dade Product Control W 10-31 sheet 9A of 16 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. V FOR SPACING 1/2" MAX. © E6 D.L.O. O 1 LOAD BEARING . Q O O Z ano j. SHIM M15A M�9 �//r� 0 0) J __ TYPICAL FOI 1X6 OR LARGER WOOD BUCKS n WOOD STRUCTURE more] EXTERIOR O #10 X 1-1/4" SS PH SMS 1 PER CLIP M2.1 1/4" MAX. LOAD BEARIIS M2 SHIM I uj N I IL g 0 0 0 OW xx � LL 0� a Vo cy 0wM o 0 (L ° 0��� 0 IL Z U) LL 3 Z5 Lo Q Lu O NN J I N 0 O� Ow a O F' N Nam^ y 3 r1 N p3Mm r� z_z �R_ 3 0 N � CD o ¢ � 8��� O TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 Q Ix/I N V=1 C U ¢ O z i m i EXTERIOR 0 Engr: JAVAD AHMAD c II CIVIL. "+ FLA. PE # 70592 n CA.N. 3538 ' O drawing no. D 05 2012 W10-31 sheet 10 of 16 SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS U X & EDGE DIST. 3I4" U EDGE DIST. MIN. NKSI N CONC. N N a ; 3 KSI CONC. pgm Qm A 1 E26 E LO z = a W o �d o a o J d a W F W llii� c� i a o o O NN W W E X it it m r lug uw � a C ° 3 KSI CONC. EDGE DIST. ° 1. 3/4" MIN. SEE SHEET 8 FOR ANCHORS SILLISER REOD FOR LOADS ABOV +60 PSF WEEP SIZE 1/4" X I/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE 24 SILL COVER OPTIONAL IIt II I l I �-it UL I J SILL RISER E8.1 OPTIONAL FOR LOADS BOVE +60 PSF P� I ri liI II ' II II II II JII L11 II _ �I PRODUC"T REVISED as complying with the Florida .. .. - a Building Code Acceptance No 6 LEDGE °�a�da,°. 3 KSI CONC. BDIST. 1.3i4" Nli6miDatloProduct Conti oi MIN. SEE SHEET 8 FOR ANCHORS TWO(TRACK DOOR DETAILS CIVIL FLA. PE t 70592 C.A.N. 3538 5 2'01 M I 0 z 00 A J f' w Q N 0- 2 N 0ul x✓x Ix C LL 0$ a M 00If 8 0�°°� O ZN_ Io J�Ma N 1 I � M C N � a °rj oof 8 H In �q� 3 NMI Z :i fn _ = 3O_ R W O Q UO�w IC. -OR ANCHORS SEE SHEET 8 FOR s EDGE DIST. 3 KSI CONC. N N ^d 0 J Lip ® I ABOV ER f` EB REOD FOR LOADS ABOV +60 PSF D1 O WEEP SIZE 3/4" X 3/16" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE 24 SILL COVER OPTIONAL rr �1 II I I II �I II J SILL RISER E8.1 OPTIONAL FOR LOADS BOVE +60 PSF r� I ri til 41 t II II II II II II J e off PRODUCT REVISED ac complying with the Florida a Building Cod' q'O Acceptance No G �, 16 a� d ° t t n Datc "t J 3 KSI CONC. EDGE DIST. t3/4". Ey .vliami Dade Product ontro MIN. SEE SHEET 8 FOR ANCHORS ALTERNATE TWO (2) TRACK DOOR DETAILS CIVIL FLA, PE k 70592 C.A.N, 3538 .�- N O r1 ti O y' a° vi v u drawing no W10-31 TYPICAL ANCHORS 1/2" MAX. �� TYPICAL FOR EX' L1 CAL ANCHORS ELEV. SPACING PRODUCT REVISED as complying with the Florida Bm7duig Code ^ • �� Acceptance No Expvatton Date Miami ade Product Contm TWO (2) TRACK DOOR DETAILS 1/4" MAX. CMrL FLA. PE # 70592 C.A.N. 3538 05 2012 4 � U �! M I O FCIW z O 0� V � � On.Qo. 0 °pro QQ m IWLL Zw oN k N N S � v I N O 0- M Ow Ln 3N^� 03Mrn bS Zz-N _Og -j (7 O ¢ ..i L) NCHORS NG o`_��� 0 i II 0 N � I � O M 9 � 0 q v 1'i v u drawing no. W10-31 POCKETED JAMB TYPICAL ANCHORS TYPE A. 8 OR C om AT 6" FROM ENDS AND 9" D.C. MAX, 1-1/2" MIN. WOOD EMBED I" MIN* 1-1/4" MIN. BLOCK EMBED 1-3/4- MIN. CONC. EMBED EDGE DIST. 1/8" MIN. METAL THICKNESS CONC. BLOCK WOOD --- 92 ---- EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ �� C TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT P�ANEL4 CORNERS � z 2 IL c 0 c 0 a: > O IL 000 Q m z Lu 0 L'I (A F' C,4 3: C4 0 z ;i LL 0 4,135 5.921 1.340 ^, .070 .070 �.675 ��.120 -�j 1.340 m�U O .860 .847 M 0 •847 L.995 IIfII1II'� 050 9 5 995 �III�r7.� 05 p g 5 ro 3 3.255 F Z R 4. 50 1.184 Fes- 1.184 k- 3.255 W N I Q m o E3 FRAME HEAD (2 TRACK) 13 FRAME HEAD (3 TRACK) .070 t® t� 070 4.250 d ton o GLAZING BEAD GLAZING BEAD µ? 4.735 5.921 LAM. GLASS INSUL. LAM. GLASS o U a .070 Q T- .070 1.508 � -T 1.186 21 O W M aso 915 1.250 915 E7 TOP/BOTTOM HORIZ _� TOP/BOTTOM HORIZ (OPTIONAL) O n. a o $ L 1.250 aWp 3.000 .725 •065 .664 � E m d 1.501 O60 1.831 3.000� Q W 3 o N .070� .070 4 z M 125 j0m< E3.t ALT. FRAME HEAD (2 TRACK) t3.t ALT. FRAME HEAD (3 TRACK) _ M2 .156 Q w 1.490 1.415 FIX. PANEL CLIP 1.490 171.415 3.000 O 120 �' 3 N .075 2.005 2.600 075 EXTERIOR INTERLOCK (OPTIONAL) 2.005 V 2.600 .070 1.366 20 N -- 540 E6 MAIN STILE s95 3.750 MAIN STILE (OPTIONAL) Cn n 13 �I�---4J35 --�{ 7�I I 3.000 .265 ?125 3.000 O w 4�- 5.921- ---�I .095 � .095 y� N EB Et FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) -7 SILL RISER (OPTIONAL) t 610 1.870 N F' 1.770 1.415 I .060 1.770 1.415 �, Q N M 31_ 3.188 3.572 L .060 H Z Z � 075 075 3 p 2.600 2.005 .070 1.625 •070 Imo- 2.005 W O g J L n U-m r TO Es INTERIOR INTERLOCK .582 9 i40Utt '920 I 1.255 INTERIOR INTERLOCK (OPTIONAL) 1.186 �'`�2.120 2.005 ��4.735� f�-----5.921 �-�{ ,572 w w o w x x w x POCKET HOOK ASTRAGAL (OPTIONAL) Et.i .741 o L ALT. FRAME SILL (2 TRACK) tt.t ALT. FRAME SILL (3 TRACK) 1 .501 .060 1.831 .625 N 3.750 3.750 2 591 .156 3.750 3.341 00 o o 2.755 1.920 .062 z z x z .155 3.000 .155 2.670 125 •- N N C � a c of •r 070 1870 E4 EXTERIOR INTERLOCK 070 625 p o N o N o O 1.610 625 C c� o W 4 .. 3.510 3.510 24 O 3.572 SILL COVER(OPTIONAL) Ee.1 SILL RISER (OPTIONAL) o ' 1.870 1.825 c n .600 070 1.600 1.870 Erg: JAVAD. AHMAD CIVIL N ro -g FLA. PE 70592 c n c.A.N, 538 PRODUCTREVISED. .125 1.310 as colMlying with the Florida u 2.005 1.255 wilding Code v 2.005 Acceptance No 2.005 'on ate D / drawing no. _ 10 E23 � liami D de Product Coutrc'. W 1 .0 - `� OUTER TRACK ASTRAGAL STILE CE� ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) DEC 5 201'2 sheet 14 of 1 6 wuvz YAR'1' No. DESCRIPTION MATERIAL MANUF. E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER E1.1 CGI-150 ALT. FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER E2 E3 CGI-151 CGI-18fi FRAME JAMB 2 TRACK PPAAAP Wren o +oe11 6063-T6 CGI EXTRUDER E3.1 CGI -152 -- ALT. FRAME HEAD 2 TRACK wva-iv 6063-T6 lW LAIKUULK CGI EXTRUDER - - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - ES CGI-154 INTERIOR INTERLOCK 6063-T6 __CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E11.1 CGI-160 ALT. FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E73 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E13.1 CGI-162 ALT. FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER -TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK E76 CGI-121 7/16" GLASS GLAZING BEAD 6063-T6 CGI EXTRUDER E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T5 CCI EXTRUDER - E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-TB CGI EXTRUDER - E20 CGI- 155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGI-156A TOP & BOTTOM HOR17 (OPTIONAL) 6063-T6 CGI EXTRUDER E22 CGI -158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER E23 CGI- 1SEA OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 ICGI CGI E%TRUDER E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 E%TRUDER - E25 CGI-184 2 & 3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T6 CGI EXTRUDER - E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER 6063-T5 CGI EXTRUDER M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-50 SHORE A) PVC - M2 CGI- 171C FIXED PANEL CLIP (2-1/2" LONG) M2.1 CGI-171 ALT. FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 2 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM 6063-T5 - 2 ® FIXED PANEL M10 CGI FRAME HEAD ANTILIF& PAD PILE NYLON - 2 PER FIXED PANEL 1 PER INTERLOCK/ASTR. M11 W23201NG IN PILE WITH CENTER FIN WOOL/NYLON SULLIVAN M12 COI-177 PANEL TOP & BOTTOM DUST PILE WOOL ULTRAFAB OR EQUIV. - WOOL/PVC SULLIVAN M13 TA-51 ST/ST ROLLER M14 SGD-500 MORTISE LOCK ST/ST AMES13URY OR EQUN. 2 PER PANEL M 14A PS01-0036-117 MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M15 SGD-507 KEEPER ST/ST INTERLOCKS ATTACHED TO M16A M 15A SGD-507N KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH M16 SGD-503 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 N10X3/4" PH M16A PSOI-0036-117 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH M17 SGD-5500 HANDLE SET ZINC INTERLOCKS INST. W/ 2 #10X3/4" FH ZINC SULLIVAN/INTERLOCKS MIS SM2300WH HANDLE SET OPTIONAL ZINC M19 SCS2000 SILPRUF SEALANT SULLIVAN SILICONE GE M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL SULLIVAN OR EOUIV, FF M21 CGI-174 HEAD AND SILL SMALL PILE PAD 4 PER PANEL as M22 CGI-175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL B1 WOOL ULTRAFAB OR EQUIV. AI E: 52 - AIn % 1 1/4" G. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - B� 2 OR 3 PER CORNER Nl w FRAME JAMB (2 TRACK) 0 FRAME JAMB (3 TRACK) 650 .080 J -1.625 ALT. FIX. PANEL CLIP 510 .260i I� -'1 L.640 FRAME HEAD COVER 640 344 - .060 FRAME SILL COVER .243 L 1 .060 FRAME JAMB COVER LOCK: LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) .ODUCTREVISED FLA. PE M 70592 complying with the Florida C.A.A. 3538 Dding Code 17_ f IQ 0) 1 1 / �7 ontrol DEC 6 ZUIi U M I z W O Z W Q a ry O 0 0 w 0 Ou v a0 s 0aQo .A 0a 0 Q W3LL. N W N: o ..1 o th < J <Wq€ R m � I m �' In O� Ow N jr a 'Z IV M � 03M�n _Z z L Si 3 O u . a 0M 0 0 cn N � G M u di ai, a o °u drawing no. W10-31 S2 S2 S2 r ' U I O a N d N 0 C: 0 O O U / OJ � /- 0 a o wo;M g pa¢o 0 co 3 o QW3LL0 o i in J 0M¢J a zw O N FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN I PANEL TOP/BOTTOM CORNER N MITERED BEAD CORNER (TYPICAL) N OW M ow x 0 f Q 52 �y to _ N N N N 0 Q3M m bt Z z a J Ulm �2 S2 Iy 52 W No K / - 'K a N U U 99 O O L Z 2 S a /- N •- N N 0 O N N O N g d a N ` PANEL TOP/BOTTOM CORNER v °c SQUARE BEAD CORNER (OPTIONAL) O o Engr: JAVAD AHMAD c n CIVIL FLA, PE Ill 70592 � FRAME BOTTOM CORNEA FRAME BOTTOM CORN PRODUCT CTREVISEDplorida C.A.N. 3538 jig pi in th the 3 TRACK SHOWN 2 TRACK SHOWN % ' �% " ° Building Code fr v o° 0 o u Acceptance No 0 Exp Ift drawing no. BY EC 5 2012 W10-31 vlimriDade prodnct ontro sheet � 6 of � g 1.000 1.000 1.000 4.000 2.500 3.000 L .125 TYP. .125 NP. .125 NP. 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 6063—T6 1 X 4 STD. TUBE 6063—TO 6063—T6 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORI2. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA-S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4, THESE MULLIONS ARE RATED FOR LARGE & SMALL _INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER PRODUCT APPROVAL, USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. IMPACT =A PRODUCT REVISED as complying with the Florida Bullding Code AcceIJ- Expir a tion Data 9 /S M 4u Z a 0 m w a n 0 iL 0� 0'o Oa<o 8 aW3e� I6zbi 'm —Ng m Z O M N � N a' OLu Ow a � z Nijr24 ego z 0 ff ) 4 w �g 00 Drawing no. M10-01 V, t.. aYW W N N FIXED TO FIXED SEE CHART 'A' FOR CAPACITY -,,, I n° V C m 4 no a eurHORS IE OF MULLION (AT WINDOW FRAME) A' FOR CAPACITY OR W1 I W2 N FIXED TO S.H. wP f z N z 0 3 SEE CHART 'B' FOR CAPACITY L' 'I _ W1 =W2__. FraT:. &H.TOS.H SEE CHART 'A' FOR CAPACITY 1-\ I SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBINATIONS. = 11=11 I I I I wt W2 FIXED TO H.R. W2 N H.R. TO H.R. SEE CHART 'A' FOR CAPACITY I I i U O 7 FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS EXTERIOR WIDTH (W) = wt + wz 2 wi I � W2 aY�YY in S.H. TO HR. (/ CTREVISED lying with the Florida Code ace No 31. Oj m Date J 13 2012 0 O O z W / 00 y W W a. O N m a M � 0 0� CAW °o 0aao 0 N Q L LLz�=m � zw aW�f Orowmg no. M10-01 heat 2 of 7 _CHART 'A' DESIGN LOAD CAPACITY - ESE MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 19-1/B" 26-1/2" 37" 49" 53-1/8" 50-5/8" 90.0 90.0 90.6 90.0 90.0 90.0 90.0 90.0 90.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 8510 85.0 85.0 90.0 90.0 90.0 85.0 85.0 85.0 00.0 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 83" 90.0 1 90.0 90.0 90.0 90.0 90.0 816 82.6 82.6 90.0 90.0 90.0 66.1 66.1 6611 82.5 90.0 90.0 57.7 57.7 57.7 70.0 90.0 90.0 56.2 56.2 56.2 67.8 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 803 85.7 85.7 80.7 9010 90.0 59.6 65.5 65.5 59.6 79.5 9D.0 44.8 51.2 1 51.2 44.8 59.8 90.0 36.6 43.1 43.1 36.6 48.8 65.8 34.9 41.5 41.5 34.9 46.5 81,7 19-1/8" 26-1/2" 37" 49" 53-1/8" 85" 57.4 75.5 75.6 57A 76.5 90.0 42.2 56.3 57.3 42.2 56,3 90.0 31.4 41.9 44,2 31.4 41.9 73.6 25.2 33.6 36,7 25.2 33.6 59.1 23.9 31.8 35.1 23.9 3118 55.9 19-1/8" 26-1/2" 37" 49" 1 90„ 120.9 48.2 64.3 70.8 48.2 64.3 90.0 35,4 47.2 53.5 35.4 47.2 82.9 26.2 35.0 41.2 26.2 35.0 61.4 27.9 33.9 20.9 27.9 49.0 19-1/8" 26-1/2" 37" 96" 1 39.6 52.9 65.9 39.6 52.9 90.0 29.0 38.7 4916 29.0 38.7 68.0 21.4 28.6 38.0 1 21.4 1 28.6 50.2 NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ, SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) AT EACH SIDE OF MULLS RS TO BE AS PER WINDOW NOA _w1 + Ww'L 2 FLANGE OR FLUSH FRAMES CHART 'A' DESIGN LOAD CAPACITY - P9F MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 9010 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 _ 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 45" 54" 60" 60" 90.0 90.0 90.0 90.0 90.0 9010 80.6 80.6 80.6 90.0 90.0 90.0 72.0 72.0 72.0 9D.0 90.0 90.0 60.5 66.5 66.5 89.7 90.0 90.0 63.0 63.0 63.0 84.1 90.0 90.0 61.1 61.1 61.1 80.9 90.0 90.0 60.5 00,5 80.5 79.8 90.0 9010 24" 30" 36" 42" 48" 54" Boll 72" 75.6 75.6 75.6 77.1 90.0 90.0 63.3 63.7 83.7 63.3 84.4 90.0 54.5 56.0 56.0 54.5 72.7 90.0 48.6 50.8 50.8 48.6 84.8 90.0 44.5 47.3 47.3 44.5 59.4 90.0 41.7 44.8 44.8 41.7 55.7 90.0 39.9 43.2 43.2 39.9 53.3 90.0 24" 30" 36 42" 48" 54" 84" 47.9 63.0 63.0 47.9 1 64.0 90.0 39.1 52.1 52.6 39.1 52.1 9010 33.3 44.5 45.8 33.3 44.5 78.1 29.4 1 39.2 41.1 29.4 39.2 68.9 26,8 1 35.5 37.8 26.6 35.5 U.3 24.6 1 32.8 35.4 24.6 32.8 57.8 24" 30" 36" 42" 48" 96" 31,9 42.5 54.0 31.9 42.5 74,7 25.9 34.5 44.8 1 25.9 34.5 60.6 21.9 29.3 38.8 1 21.9 29.3 51.4 - 25.6 34.0 - 25.6 45.0 - 23.0 31.5 - 23.0 40.4 MULLION SPAN i V) O g 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 \ W2 WIDTH (W) = W1 + w2 2 FIN FRAMES NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. CNN.,. FLA. PE # 70592 C.A.N. 548, ' f 201 S:ODUCT REVISED s complying with the Florida �Uildiitg Code ,motance No //• IO KI.L Z � � W W N Q IL N �. p 0u 0 M 0 tt > " °o 00.< 00WIY N Q W 3 a (y Z to N a HI 0 0 drawing no. M10-01 a CHART 'B' DESIGN OAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 UBE 1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 90.0 90.0 0 90.0 90.0 90.0 90.0 0 T41 90.0 90.0 90 90 90.0 90.0 85.0 85.0 0 90.0 90.0 85.0 850 ..0 90.0 19-1/8" 28-1/2" 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 82.8 82.8 82.6 90.0 66.1 66.1 60.1 488.5ad 90.0 57.7 57.7 57,7 90.0 56.2 55.2 90.0 9010 19-1/8" 28-1/2" 37" 49" 53-1/8" 85.7 86.7 90.0 90.0 90.0 65.5 85.5 77.7 90,0 90.0 X 51.2 51.2 58.5 73.4 90.0 43,1 43.1 47.7 60.0 86.3 41.5 41.8 45.5 87.2 82.9 19-1/8" 28-1/2" 37" 491, 53-1/8" 85" - 75.5 75.5 74.8 90.0 90.0 55.0 57,3 57.3 55.0 69.1 90.0 40.9 44,2 44.2 40.9 51.4 83.1 32,9 36.7 36,7 32.9 41.3 66.8 31.1 35.1 35.1 31.1 39.1 63.2 19-1/8" 26-1/2" 37" 49" 90„ 62,9 70.8 70.8 82.9 79.0 90.0 46.2 53.5 53.5 46.2 58.0 90.0 34.2 41.2 41.2 34.2 43,0 69.4 27.3 33.9 33,0 27,3 34,3 55.4 19-1/8" 26-1/2" 37"' 96" 51.7 65.0 65.0 51.7 65.0 90.0 37.9 47,6 49.6 37.9 47.6 78.9 27.9 35.1 38.0 27.9 35.1 56.7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Z MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS, 1 ANCHOR AT SIDE OF MULLION 2 ANCHOZATEACH EACH SIDE OWIDTH (W) MULL SPAN MULL TUBE MULL TUBE 1X3 MULL TUBE 1 X4 MULL TUBE 1 X2-1/2 MULL T1X2-1/2 1 X 24" 30" 38" 42" 48" 54" 60" 46" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 94.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 9010 90.0 90.0 90.0 90.0 9D.0 90.0 90.0 90.0 90,0 90.0 90.0 1 90,0 24" 30" 36" 42" 48" 54" 601, 60" 90.0 90.0 90.0 90.0 90.0 90.0 80.6 80,6 80,6 90,0 90.0 90.0 90.0 9010 72.0 72.0 72.0 90.0 00,0 66.5 66.5 66.5 90.0 9D.0 63.0 63.0 63.0 90.0 90.0 90.0 61.1 61.1 61.1 90.0 90.0 90.0 60.5 60.5 60.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 80" 72" 75.6 75.6 75.6 90.0 90.0 90.0 63.7 83.7 63.7 825 90.0 90.0 56.0 56.0 56.0 71.1 89.3 90.0 50.8 50.8 50.8 63.4 79.6 90.0 47.3 47.3 47.3 58,1 72.9 90.0 44.6 44.8 44.8 54.4 68.4 89.8 43.2 43.2 43.2 52.1 65,4 86.4 24" 30" 36" 42" 48" 54" 62.6 63.0 63.0 62.6 78.6 90.0 51.0 52.6 52,6 51.0 64.1 90.0 43.5 45.8 45.8 43.5 54.8 88.3 38.4 41.1 41.1 38.4 48.2 77.9 34.7 37.8 37.8 34.7 43.8 70,4 32.1 35.4 35.4 32.1 40.3 65.1 24" 30" 36" 42" 0.8" 96" 41.8 52:2 54,0 41.6 52.2 84,4 33.7 42.4 44.8 33.7 42,4 88.8 28.6 36.0 38.8 --is8 38.0 58,1 25.1 31.5 34.6 25.1 31.5 50,9 22.5 28.2 31.5 22.5 28.2 45.6 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER W1 /."WINDOW NOA DETAILS W1 wo WIDTH (W) - W1 + W2 2 11t rLMAp T HE !1 70592 1.N. 538 it I 3 2012 PRODUCT REVISED .4 complying with the Florida 311ildiug Code Acceptance No Expiration Date P5 H m1m ade Product Iry Z _0 H W its 0 w N IL �e 0t v O �r�1 VOWm oo 0aao ON00m Q W 3 LL N LL Lu N 0 _ M J�ma-j Q zW W orowing no. M10-01 N m ART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1/8" 25" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 3fi" 90,0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.D 90.0 90.0 48" 9010 90.0 90.0 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 9010 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 82.1 82.1 82.1 90.0 90.0 36" 75.3 75.3 75.3 90.0 90.0 42" 70.3 70.3 70.3 9010 90.0 45" 68.7 68.7 68.7 88.9 90.0 52-1/8" 37-3/8" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 00.0 90.0 90.0 24" 90.0 _ 90.0 90.0 90.0 90.0 30" 90.0 90,0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 90.0 18" 85.9 86.5 86.5 90.0 90.0 24" 77.0 77.0 77.0 90.0 90.0 30" 70.1 70.1 70.1 90.0 90.0 36" 65A 65.1 65.1 83.4 90.0 42" 61.3 61.4 61.4 78.4 90.0 48" 58.3 58.0 58.6 74.6 90.0 36" 49-5/8" 12" 90.0 1 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 52-1/8" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 36" 76.3 86.3 86.3 90.0 90.0 42" 03.7 83.7 83.7 90.0 90.0 48" 82.4 82.4 82.4 90.0 90.0 73" 12" 79.1 83,3 83.3 90.0 90.0 181, 71.2 73.5 73.5 90.0 90.0 24" 65.0 66.5 66.5 83.2 90.0 30" 60.2 61.3 61.3 77.0 90.0 36" 58.4 57.4 57.4 72.1 90.0 42" 53.4 54.5 54.5 6B.3 90.0 48" 51.2 52.3 52.3 65.4 90.0 CHART 'C' DESIGN IDAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER NORM SLIDING WINDOW WINDOW DIMS, 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 3 MULL TURK 1 X 4 36" 62" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 9010 90.0 30" 90.0 90.0 90.0 1 90.0 90.0 36" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 52-1/8" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 84.4 84.4 84.4 90.0 90.0 30" 79.8 79.8 79.8 90.0 90.0 36" 76.5 76.5 76.5 90.0 90.0 42" 74.5 74.5 74.5 90.0 90.0 48" 73.4 73.4 73.4 90.0 90.0 73" 12" 66.3 71.0 71.0 84.8 90.0 18" 80.7 63.8 63.8 77.6 90.0 24" 56.2 58.4 58.4 71.8 9010 30" 52.5 54.4 54.4 67.2 90.0 36" 49.6 51.3 51.3 53.4 90.0 42" 47.3 49.0 49.0 00.19 89.3 48" 45.5 47.2 47.2 58,2 86.1 t OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY I_ WINDOW WIDTH _ FIXED OVER H.R. I „ Engr: JAVAD AHMAD r , 'CML FLA. PE # %76692 ROC s COT C.A.N. 538 guild Accel E-xph o. syE A 2D12 Miac C with the Florida de No 4.V Z ro 01- Z aW IL a0 0 ro IL 06 a O M p 0?m o Q L 1 003 0.Jcq O r� Q W 3I 8 WM z m .I (9MQ J QW� W 0 Y o " I II 0 a drawing no. M10-01 WOOD I, do v TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & 4 FOR CAPAOTIY a. a .d ... y d °. {I1 ° ° da a xx 9 ° TYPICAL ANCHORS 8 I 1 OR 2 -AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY METAL 2BY WOOD BUCK STRUCTURE OR WOOD STkurrimi TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY 1-1/4" MIN. WOC AT EACH SIDE SEE SHEE FOR I TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY YR cuc FLANGE, FLANGE ADAPTOR AND WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. FLUSH FRAMES CAN BE USED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AT ALL ANCHORAGE CONDITIONS. AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 3/� 2 3/I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%- THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, TAPC:ON RV 'ITW' (FU-120 KSI, Fy=92 KSI) 1/4" DIA, ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY b4--SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN, (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED E3L.00K'AT„JAMBS f'm - 2000 PSI MIN. Engr: AVA6 AI{ 'CIVIL TtgDUC"[ `, =+tS£D FLA. PE # 705$2 "sc^:nplyingwflSF-uirloridu FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN, �'A'"' �93a sCll.Jugcode ALSO APPLICABLE TO SINGLE HUNG AND 'uId"'code, Hx 'ration Date HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, By m' EQUAL LEG OR FIN FRAME CONFIGURATIONS. J $ 2012 na adeAoducf fo4u Z _Or�. w W � Q N Q. 0 0 0 w m IL �o 0� a V a m a Oa �M 8 paao.l a0 W;LL i3 {L Z ui - o i NP —IZM¢_ Qw5�iR arowmg no. M10-01 SERIES 130 SENTINEL FIX WDW. FLANGE FRAM CGI-118 SERIES 130 SENTINEL FIX. WDW. FLUSH FRAME CGI-119 SERIES 120 SENTINEL H.R.WDW FLANGE -FRAME Sal CGI-138 5 H R WDW FLANGE FRAME HEAD S.H. WDW, FLANGE FRAME JAMB CGI-136 15 H.R. WDW, FLUSH FRAME S.H. WDW,. FLUSH FRAME JAMB CGI-102 H.R. WDW, FLANGE FRAME IAMB S.H, WDW FLANGE FRAME HEAD CGI-135 IBLli 1 2.505 1 811 065 d TV. ---' 1.015 la N.R. WDW, FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD COI-100 SERIES 120 SENTINEL H.R.WDW. FLUSH FRAME SI CGI-113 SERIES 110 SENTINEL S.H. WDW FLANGE FRAME SILL CGI-137 SERIES 110 SENTINEL S.H. WDW FLUSH FRAME SILL CGI-101 2.737 065 1.450— m,. .180 2.505 2.613 .550 •050 T— 1.000 .991 — 3.237 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME JAMB CGI-139 3 SERIES 120 SENTINEL 61 WDW, FLUSH FRAME JAMB CGI-116 FIN ADAPTOR CGI-110 4riJAVF�6� AH AD OIVIL "RODUCT REVISED FIA. PE y 7@(�59t$ •1s complying with the Florida CA.N._'35�e1 .,uilding Code Acceptanoe No Expiration Date ",5 By q '20' 12 Mi"Pwdut O I 0 0z ° o w N J �. C N - O J O w m L 0� a vo � M �wM OaaoB � U) Q VW e' .I DN(ry�J¢ Q W z � I O M � m � (n a. a O tj n Ow e o� g U CN o t' S� N z p�Mm ZZJe 3O O cn Og.. w N x w O_ 3€ C 3 9 o� y � z c N 0 0� N O_ � 0, 0 N µO N O \ ti a n w drawing no. M10-01 sheet 7 of 7 a 6" MAX. SIDES 48" BUCK W D,L. 01 mw �z m M II Ii it If _ _ 4-___ II II II II 6 o �0 II II tl C II If It If It 41111 II II ---JL-----11---- ---JL------it-------r------rr-------r------M---- C3 III 11 !� 11 O11 it it 11 /✓ O � O ----- IL-_ - ___ _11__ m w r-----TI----- m -----Ir------fl--- O -q II II Y J II II II II j II II II 11 m � II II II II II II __ _ll______IIL____ ,�j _ __Jl __ __ _IL____ - Ir-----�r--- Z o ---Ir - R---- p n u 0w ifu on It II 11 II IIIf II II II II II AL-.- FALSE MUNTINS� (SURFACE APPLIED) 118" MAX. _ _ 6' Ih'LANGE & FLANGE ADAPTOR FRA E SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 49" a. 0 SIDES EQUAL LEG FRAME WINDOW WIDTH I WINDOW 1 1 WINDOW 'A' WIDTH 0 I I' z is THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. mm ANCHOR SPACING SHOWN HEREIN APPLICABLE WE TO FLANGE AND FLUSH FRAMES. 8 SEE SHEET 1.1 FOR FIN FRAMES. ,y PRODUCT REVISED _ as complying with the Flodda Bonding Coe AcceptanceExpiration 4'N IfyMiamiad oa" II II II 3 o II II �� II II U J II II II �% II II u II I! I 17" W. �'I WINDOW � r � I i I I � 3 DAYLITE OPENINGS: D.L.O. HEIGHT ="BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Mgr:. JAV D AHM o ' FLA. PE"# 76592 A LAM. GLASS C.A.N. -3636 ;INSULATING LAM.GLASS I' SMALL MISSILE IMPACT ARGE MISSILE IMPACT l oo�� (a4mmu z n w a. O w a� o p M 0U 00wm O RQON CO X o G W 3 0 <L zM ° N2 M .JZMa W. � N v � o N a U) - x x OW O of I— �N w w U)Iir, u°fi Z 04 m 03tom 4^ 30� � w _0 z ar°wmg no. W10-02 48" K W 48" TYPICAL ELEVATIONS 6" MAX. EAD/SIL Inonicoa 18" MAX, m AZ STRAIGHT x 8 SIDES d h u I II n II u II II I I 11 II II u II It II u II 11 If II II II II II n II II II I I II II II II u e 62 it h I II II II II II II O " 11 n /� u w (L . ip x O _- _—JL_-- _11_____ rp Y J ,r_____ TI_____ II II j � II II m II II II II N N ----- TI____N II II FALSE (SURFACE SIDES FIN FRAMES M U pa xx /V 0 ei LL V X > m G p (L p u) aW3�� .LLtJ �M� m a 51 16" MAX. STRAIGHT SIDES 1©©9 ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES c I ' Engr: JAVAD AHM b n CIVIL PRODUCTREVISED FLA. PE / 70592 mcomplyin8with the Floridu S C.A.N. t3539 Bcilding Code W aS S Accepts fee No ,t Expiration Dato O By drawing no. Miemi ,de product W10-02 aheet�,�of 6 it s Imo, �. ni,+y DESIGN LOAD CAPACITY - PBF FLANGE DIMS. BUCK DIMS, GLASS TYPES 'C'&'CI' GLASS TYPES WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 24" 30" 36" 42 48" 54" 60" sill 38" 23" 29" 35" 41 jj 47" 53" 59" 60" 35" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bolo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36" 42" 48" 54" 60" 61" 48" 23" 29" 35" 41" 47" 53" 59" 60" 47" 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 solo 00.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 81.3 80.0 80.0 61.3 61.3 80.0 80.0 24" 30" 36" 42 48" 54" 60" 61" 80„ 23" 29" 35" 41" 47" 53" 59" 60" 59" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80,0 70.2 70.2 1 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36" 42" 48" 54" 60" 61" 72" 23" 29" 35" 4111 47" 53" 59" 60" 77„ Bolo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 87.3 BD.O 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24" 30" 36" 42" 48" 54" 56" 84" 23" 29" 35" 41" 47" 53" 55" 83„ 80.0 60.0 80.0 80.0 80.0 Bolo 80.0 80.0 70.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30" 36" 42" 48" 49" 97" 23" 29" 35" 41" 47" 48" 98„ 80.0 80.0 1 80.0 s0.0 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.0 80.0 80.0 99.6 59.6 80.0 80.0 24" 30" 36" 42" 46" 102" 23" 29" 35" 41" 45" 101" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.8 74.6 80.0 80.0 65,7 65.7 80.0 80.0 59.3 59.3 Bolo 80.0 24" 30" 36" 42" 44" 108" 23" 29" 35" 41" 43" 107" 80.0 Bolo Bolo Bolo 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS, BUCK DIMS. GLASS TYPES 'C'&'Cf' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) 24" 30" 36" 41" 114" 23" 29" 35" 40" 113" 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30" 36" 39" 120" 23" 29" M. 38" 119" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 72.4 72.4 80.0 80.0 55.9 65.9 i 80.0 80.0 24" 30" 36" 39" 121" 23" 29" 35" 38" 120" 80.0 80.0 80.0 80.0 Solo 80.0 Bolo 80.0 72.3 72,3 80.0 Bolo 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) IMT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 261. 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 25„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 8010 77.1 77.1 Bolo 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 Solo 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 601, 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8" 28-1/2" 37" 48" 53-1/8" 61" 75-1/4" 63„ 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 62„ 80.0 80.0 80.0 80.0 80.0 80.0 BOA Bolo Bolo 80.0 B0.0 80.0 61.3 51.3 solo 80.0 55.3 55.3 73.7 73.7 48.0 48,0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1/2" 37" Q. 53-1/8" 61" 76„ 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 75„ 80.0 80.0 60.0 80.0 80.0 Bolo 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61.3 8010 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. y" P. BUCK DIMS N' P. FLANGE FRAME FLANGE DIMS-� BUCK DIMS EQUAL LEG FRAME BUCK DIMS .FIN FRAME FLANGE ADAPTOR FRAME FLANGE 19r. JAVAD A MAD CIVIL FLAlPE 701v92 C.A:N. 1538 yftU z W 4 O J N 0 0t a v 'o r�44 L Cy ao 0 °� Q u Q �3d �Hg LiZNfL itAS UIMJW a O 04 m a o 0 PRODUCT REVISED � as complying with the Florida Building Code Acceptanm No r 'retlon s ' Bx Date /JC a v` Mia :ede.PAreiuc drawing no. W10_02 e 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS A�� 0 .075" PV1 INTERLAYER .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' Z m OR OR g m .090" PV9 INTERLAYER .090" PVB INTERLAYER a SAFLEX IIIG BY 'SOLUTIA' SAFLEX IIIG BY 'SOLUTIA' OR OR a g .090" SGP INTERLAYER .090" SGP INTERLAYER Q, 0 BY 'DUPONT' BY 'DUPONT' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0'0�m SILICONE SILICONE Oaao_ GE �0� DOW CORNING 899 DOW200 GE 1 CORNING 899 200 W p g i :i DOW CORNING 995 K vqm� ii DOW CORNING 995 d W_ o i lI jl c� 1 II �I E3 �I V' NM�t J n I I M E3 I I II Q W ei f jl it it O_ �I �I IFIT iI a -' a w GLASS TYPE 'C' GLASS TYPE 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 3 0: n (L.M.I. & S.M.I.) 8 00 w pLu � N 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASScd .075" PVB INTERLAYER .075" PVB INTERLAYER = N ORNCEVA COMPOSITE BY 'SOLUTIA' 3/8" AIR SPACE 3/8" AIR SPACE OR CEVA COMPOSITE BY 'SOLUTIA' OQ 3 n .090" PVB INTERLAYER .090" PVB INTERLAYER Z_ Z 3/16" HEAT STREN'D GLASS SORFLEX IIIC BY 'SOLUTlA' 3/16" HEAT STREN'D GLASS SAFLEX IIIG BY 'SOLUTIA' .090" SGP INTERLAYER OR �n p BY 'DUPONT' .090" SGP INTERLAYER (G O Q BY 'DUPONT' N U O 3/18" HEAT STREN'D GLASS 3/18" HEAT STREN'D GLASS a SILICONE C 04 GE 1200 SILICONE z m .. DOW CORNING 899 6 GE 1200 GE1200'^ W i �i DOW CORNING 995 z m DOW CORNING 899 m DOW CORNING 899 a- I' I' I' 8 DOW CORNING 995 ? ! !! DOW CORNING 995 n w II II II 08 i M7 I� Ij II a M7 I� Ij Ij I� Ij I� m z w n II II II n II II II M4 I�::::::. II Ij :I �::.;;:.:I :I E4 f ::::•:. I I I � SILICONE GE 1200 n O DOW CORNING 899 c y o o 0 DOW CORNING 995 W w dos �S OPTIONAL GLAZING DETAIL w GLASS TYPE 'CI w GLASS TYPE 'D1' 1" OVERALL INSUL, LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL LAM. GLASS GLASS TYPES '61' & '111' o Engr: JAVAD A MAD PRODUCT REVISED II CIVIL FLA. PE t 70592 w complying with the Florida C.A.N. 538 Building Code E Accepte m No y� d Expiration bete p fCJ a IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By �0\ti Miem' ade roducL' [dral7wi;g no. EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. OoL sheet. 3 of 6 v,• CAL INSTALLATION ] THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. INTO CONCRETE AND MASONRY = 2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN, INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE FLANGE TYPICAL ANCHORS SEE ELEV, TI 20Y WOOD BUCK FOR SPACING OR E3 !! !� WOOD STRUCTUR• M2 ® S2 O aN a � E7 I Et A S2 . ° s° TYPICAL APPCHORS SEE ELEV. , E3 1BYP FOR SPACING II li WOOD BUCK „ EQUAL LEG E■J ° 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV." FOR SPACING EQUAL LEG TYPICAL ANCHORS' SEE ELFV, FOR SPACING 1/4" DIA, TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE TYPICAL ANCHOR: SEE ELEY FOR SPACINt 1/4" MAX. 1/4" MAX. . SHIMS EQUAL LEG v,V M3 ° TYPICAL ANCHORS n SEE ELEV. FOR SPACING TORS 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE EQUAL LEG TYPICAL ANCHORS SEE ELEV. FOR SPACING 5. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMR05�0 BY GLAZING SYSTEM AND TRANSFER THEM TW THE. BUILDING STRUCTURE. CML_ t IFI,A. Pit I 7D592 C.A.N. 3538 IL PRODUCT REVISED as complying with the Florida Building Code 6 rlccoptance No Expiration Data )� By Miam' ado Product arawtng no. W10-02 heet 4 of 6 } =;Sam: TYPICAL INSTALLATION DETAILS �U THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW ip o _ z W J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL o a WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0 a FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0.0 FLANGE ADAPTOR 0 TYPICAL ANCHORS 1/4" MAX, v p Inn SEE SPACING SHIMS d & Q Q 2BY WOOD BUCK FOR SPACING OR ry li Il WOOD STRUCTURE TYPICAL ANCHORS METAL 0 t] d O E3 M2 SEE ELEV. > a STRUCTURE a N Q m t[ N B3 A3 FOR SPACING n v. M2 TYPICAL ANCHORS Q w 3 LL 6 SEE ELEV. $2 vzi I \ In ° ° FOR SPACING J M 4 C3 Q W �f E2 .a O EB- T yy J v..P .. S2 MIN., ° ° 7 P F . TYPICAL ANCHORS I! Ij M2 . ° SEE ELEV. 1BY FOR SPACING Ij II a 3 WOOD BUCK .Q i. ' . ES E2 E3 0 0O n x0 {LLJ � 2 3/15" MIN, 1/4" MAX. BUCK HEIGHT 1/4" MAX. GAP GAP Ad w (n to r N NOT BY TRG CTURE 1/2" MIN. 1/2" MIN. w 30 N M 2 3/ „ ---� �_T E2 FIN FRAME M2 BACKBED w 3 0 p �\ CAULKING 3 J ` o TYPICAL ANCHORS: SEE ELEV. FOR SPACING I rnO 8 SM (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2% . c THE USE OF DEEPER OR o BEVELED WOODBUCKS IS E IN HOUSE WRAP E5 c g PERMITTED. NOT BY CGI E3 EXTERIOR y m a 0 0 z z z BUCK 'A'IOTHBUCK WIDTH --------------- c m I"�= —i�^ MIAMI-DADE COUNTY jl MIAMI-DAOE COUNTY APPROVED 1j 4 0 = T II II APPROVED MULLION 1: MULLION & MULLION ANCHORS I•> 1 I & MULLION ANCHORS II SEE SEPARATE NOA II m a a m o 0 I� �I SEE SEPARATE NOA iI I I 1 I - _-—_____�J EngA.N.N3536 B2 I it I I L______ _____ II ----- - F•"'7DUC'f REVISED 9 w IL - - - - - - - - - cs complying with tho Florida o 4uiiding Code I I Acceptance No o L __J --- TYPICAL ANCHORS Expiration Kato SEE ELEV. FOR SPACING 1 By drawing no. Miami *0 uatCotttro #14 X 1" SMS. W I Q-0G sheet 5 of 6 li E1 FLANGE FRAME F E2 FLUSH FRAME/FIN FRAME .675 r .995 Ty, p. e3 GLAZING BEAD (LAM. GLAf --1 1--.120 050 i. 000 II 25 TYR L ' E4 GLAZING BEAD (LAM. INSUL. I'-1.130--I Ia-.065 — 1.550 4 1_1.395 OE5 NAIL FIN ADAPTER .180 I--1,395 Ij � .050 .085 M3 FLUSH FRAME COVER M4 GLAZING ANGLE (LAM. INSUL. 1.450 .180 .55� 0 .050 E6 FLANGE ADAPTOR � �7.jl:A - 7 050 k-1.081�T M2 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 42 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS CML FLA. PE / 70592 C.A.N. 3538 ^^ as colnplying with the Florida Data N N a, O 0� O C'O0>" $ L Q N 000 O N Qw3�Ln h1 z_ N .JaNaJ aLu N m I OM � N x 0 L< Ow Ed � C-4 6 0 N M 0 M m Z 30_ a in U 0 A w N N z drawing no. W10-02 D"' -1 We • D� _ -- ; ,t D Iw FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP f DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS "44 89 Cn(ItI)I�45i�1`.`lGi ii/ �""�� F Duiidllg Code tEE 11 MY - AT TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 38" 2 56" 3 7a" 4 84" 5 6" m K m RZ b �O U SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. TYP. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DOTES;_- namiDade PfOduatCmlty it THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. CML' my ftU z 0 4 Z Nw W N O 0 0 �oO M v d i m 8 paao� 0 °)ha 'D aNp ,° aW3LLN Q w�i k' o z 3 — � 0 Opp N 43=Na o UI u~i r, uO1i 3 N M 0 0 3 N Z Z LJ� 30 .4 Uga1 arowing no. W98-100 sheet E' WINDOW WIDTH 4iiiU U 0 VENT WIDTH I WW- I I /2" rn GENERAL WINDOW SECTIONS D.L. OPG. 0 F EQUAL LEG FRAME WIN -6 1/2" M' 6" MAX. TYP. Q 2a. a A HEAD/SILL a O o m CORNERS O ro a 1 A d (u mroy y( N 4 0 -3�it S , II N 52 I�I 2 N N=2'==rt�� 3t--= Q yWj 0 u; M Qi 6Ii z 3 LJ CAM LOCKS i W a \_ / u' 3 N g (� S2 �I 9 2 LOCK POINTS x o Z m g J _ ALL SIZES a zzi _i I \ 'v Q w t E 12 © SNUBBER 3 0 _� \ 41 il—__--;�--_ ALFALSECMUNP NSED 0 AT IMPACT WINDOWS ONLY I I II OPTIONAL N N II II �.�¢__ 3 Z M 6 A I 10 II — N ---------- o \ W Qtij M v ouj 24" MAX. TYP. gzg in _ _ _ _ AT HEAD/SILL N o TYPICAL ELEVATION 3 N M (EQUAL LEG FRAME) OQ 3 M r� IA 7 3 FOR GLASS TYPES, z z I 2 D.L. OPG. REFER TO D.L. OPG. 2 1/2' 3 Q 3 VENT WIDTH .> 3 VENT WIDTH /4" a SHEETS 3 AND 4. W o ¢ } O WINDOW WIDTH WINDOW WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 9B BY 'INTERLOCK' G ALT. TO CAM LOCKS ALT. TO CAM LOCKS N o r MAX. WDW. LOCK o z w I f I HEIGHT POINTS m� o� 33 rc a a I.I 1 63 3 y W,BW p 1 e 84" 4 e 0 z re J d II f. I I � yj mwNn C O I L��� 3 m AH" InJUU EnF JA 57059 g o_ CM 2 FIA. PE � 70592 n � as com1CTRBNL, tile) N, 538 '^ V ---" q Lei, a as complying wit114UnPlofidca A ui Acceptance 1`o F ..# J4ry7 / q gg o u 7 f 4® O4 6Qd O HTr..,_io•. Date a 1A drawing no. W98— 0� n �Y &IiomiDideP(TrcConti sheet �,)af 7 MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 0 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. I� ngli ,., FRAME CORNER O CORNER KEY .060 THICK ST. STEEL O CORNER KEY .062 THICK ALUMINUM t FLANGE FRAME fA EQUAL LEG FRAME ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 COI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2B CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2C CGI-385 4 VENT (7/18' LAM. CLASS) 6063-T6 INDALEX OR EQUIV. 3 COI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EOUN. 3A CGI-396 4 SOUARE GLAZING BEAD 6063-T5 INDALEX OR EOUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - SCHLfCEI APTUS 7 0250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED Y// (6) 18 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) ®8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 98 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS 1t 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 11A - i OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) I18 X 3/8' SS SMS 13 1 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 010 X 1-1/4" SS SMS PRODUCT' RFNPV1RD ascomplyinawiththe Florida �1 BoLI'Ll", code Aaceptnnca No 1 414. T'V Bsl?Ira3 n Dada . Iviirui bade Product Control VENT (5/16" LAM. GLASS) ze VENT (INSUL. LAM. GLASS) U O 010 0 m / I- {9 zJz w 4 Qa N N m OW �o 0� a M O'Oor>M 8 00.aati 0to-Drc a m Q W N J a ro 4 Uzi (3 Z M � u N 0 O OLd V to N � N 03MM N Z Z � 3 � O In' U 2C VENT (7/16" LAM. GLASS) O 754 38t 830 x P. s �— I 1 0 N � rc�o 0 Fsw 0 8 rc .6L71� C p w n ® CGI-375: OGEE GLAZING STOP v z z z 75S .q .830O171: C v C w 4 c9 x 3A COI-396: SQUARE GLAZING STOP � P ^ 2 r 0 u ti` T a 2013 S a a` u O droWing no. IW98-10011 /8" ANN. GLASS 090 INTERLAYER \SAFLEX PVB'BY 'SOLUTIA' \ r-I/8" ANN. GLASS DOW 899 5/16" NOMINAL GLASS TYPE '2' 7/16" NOMINAL GLASS TYPE '3' 090 SAFLEX PVB BY 'SOLUTIA' 075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' NN. GLASS 2 SILICONE E GE-1200 DOW 995 DOW 899 6" HEAT STREN'D GLASS 090 SAFLEX PVB BY 'SOLUTIA' rINTERLAYERS Et .075 VANCEVA STORMGLASS BY `SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' r3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE-1200 ALL DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 YHRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT, (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) EXT. (+) INT. (-) 20" 24" 28' 30" 32" 36" 110.0 194.3 110.0 195.0 110.0 195.0 20" 24' 28' 30" 32" 66" 86.7 86.7 110.0 195.0 110.0 195.0 110.0 110.0 161.9 138.8 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 195.0 110.0 195.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 36" 40" 42" 107.9 107.9 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 48.9 110.0 120.0 110.0 120.0 20" 24" 110.0 166.5 110.0 195.0 110.0 195.0 46.0 46.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.6 43.6 110.0 120.0 110.0 120.0 28" 30' 32' 36" 42 110.0 118.9 110.0 195.0 110.0 195.0 20" 24' 28" 30" 78 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 43.8 43.8 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 40' 42' 83.3 83.3 110.0 120.0 110.0 120.0 20" 24' 28" 84" 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 1 110.0 120.0 - - 34.9 34.9 110.0 120.0 110.0 120.0 20" 110.0 145.7 110.0 195.0 110.0 195.0 - - 110.0 120.0 - - 24" 28" 30" 32" 48„ 110.0 121.4 110.0 195.0 110.0 195.0 1 19-1/8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 * 110.0 195.0 * 36" 40" 47." 80.9 80.9 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 1 110.0 190.6 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 69.4 89.4 1 110.0 120.0 - - 98.5 98.5 110.0 194.5 110.0 120.0 20" 110.0 129.5 110.0 195.0 110.0 195.0 1 86.8 86.8 110.0 120.0 110.0 120.0 24' 28' 30" 32" 54" 98.0 107.9 110.0 195.0 110.0 195.0. 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 195.0 84.4 86.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 1 65.8 110.0 120.0 110.0 120.0 36" 40" 42" 71.9. 71.9 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 63" 96.7 1 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 1 120.0 61.7 61.7 110.0 120.0 - - 60.0 60.0 110,0 120.0 110.0 120.0 20' 24" 98.8 112.6 110.0 195.0 110.0 ISI&O 19-1/B" 26-1/2" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 85.8 95.4 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 28" 30" 32" 36" 60" 76.7 83.3 110.0 120.0 110.0 120.0 LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 73.2 77.7 110.0 120,0 110.0 120.0 70.2 72.8 110.0 120.a 110.0 T20.o 64.8 64.8 11o.p 120.0 110.0 120.0 PRODUCT RRNBIVDD as cmnylyhl0 with the Florida 13ui1dinD Co0 y 171. Acceptmlcoml, '� i 14 eXPILat gate 42 t83 i Miami Dade Product Control * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LACK BY 'INETRLOCK' 98 IS USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 y.V Y 0 1- W N Q 0. N a0 0 0 W M � 8 00 v V ° m a°O>°' 8 0 a.ao R 04to2 Q30 WLL ILZO= JL^M� Q W�z F � m J N U o Z_ M � N z � O LU OLLI Z U 4 } �HN o 0 1n v1 r� uOi a Zz�� E? CD0�J craving no. W98-100 1/8" TEMP. GLASS _ 1/8" TEMP. GLASS c� AIR SPACE AIR SPACE o 1/8" ANN, GLASS 1/8" TEMP. GLASS I 090 SAFLEX PVB BY 'SOLUTIA' 090 SAFLEX PVB BY 'SOLUTIA' a0 k S .075 VANCEVA STORMGLASS BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' Z 3 �.090 SENTRYGLAS BY 'DUPONT' .090 SENTRYGLAS BY 'DUPONT' z W Ill N N. GLASS 1/8" TEMP. GLASS SQUAREOPTIONAL f N a ALL GLASS TYPES 0. O o 0 SILICONE ! SILICONE w GE-1200 I GE-1200 DOW 995 ! I DOW 995 13 DOW 699 i i. DOW 899 � � cJLa= 3/4 INSULATED 3/4 INSULATED n GLASS TYPE '2A' GLASS TYPE '3A' ti ro O t0 aw3LL� LM :18Ma aW��� O J V Z m N yZj U N y O c� O� a F = N o LO ?0 N M A ��>Mm Zzu N 30 M O wn U m 7 O wU LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B m $ u IS USED o z w w ro o re w o y c w y 0 w a Y lo NOTE; GLASS CAPACITIES ON THIS SHEET ARE t V N G 0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) o o n o o a o AND FLORIDA BUILDING COMMISSION 0. w DECLARATORY,STATEMENT DCA05-DEC--219 0 m m En9r: JAVAD AHMAD n o CtAL ry FLA. PE y 70592 ['RODUi:TI�S1\73lVBD C:A.N. 3538 S ns con�ylyin8 a4tIT fl!e Ftm'ida. [3uilrliu coo, 'G �G Accel',tnnce DEu.._t_L+ 1 �4 2013 0 Fj.Ir^r;1t7,/1.3i}!1,1;.- "7 drawing no. Ni„u, ).qdc 1�il:1!V:1 CO!drn r sheek 4 of 7 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU Y FOR INSTALLATION DETAILS WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '3A' 1Y1ND0lY DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) TNT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 20" 24" 28" 30" 32" 36„ 110.0 194.3 110.0 195.0 20" 24" 28" 30" 32' 66" 86.7 86.7 110.0 189.0 110.0 181.9 110.0 195.0 73.4 73.4 I10.0 120.0 110.0 138.8 110.0 195.0 64.Z 64.2 110.0 120.0 110.0 129.5 110.0 195.0 80.6 60.6 f 10.0 118.2 110.0 121.4 110.0 195.0 S7.5 57.5 110.0 112.2 3G" ao" az." 107.9 107.9 710.0 195.0 20" 2a" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 97.1 97.7 710.0 120.0 56.1 56.1 t09.3 t09.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 95.3 20" 24" 710.0 166.5 110.0 195.0 46.0 46.0 89.8 89.8 110.0 138.8 I10.0 195.0 43.6 43.6 85.0 85.0 28" 30" 32" 42, 140.0 tf8.9 110A 195.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 1 10.0 111.0 1 10.0 195.0 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 36" 40" 92.5 92.5 110.0 120.0 20" 24" 84„ 41.5 41.5 80.8 80.8 83.3 83.3 1I0.0 120.0 34.9 34.9 68.0 68.0 42" 79.3 79.3 110.0 120.0 26-1/2" 37" 42" 26„ 110.0 195.0 110.0 135.0 20" 24" 28" 110.0 145.7 110.0 195.0 110.0 203.0 110.0 195.0 110.0 121.4 110.0 195:0 110.0 145.4 110.0 195.0 104.1 104.7 110.0 120.0 110.0 128.1 1T0.0 195.0 30" 32" 36" 40" 48 97.1 97.1 110.0 120.0 19-1/8" 28-i/2" 37" 42" 38-3/8" 110.0 190.E 110.0 195.0 91.1 91.1 110.0 120.0 110.0 137.5 110.0 195.0 80.9 80.9 110.0 120.0 98.5 98,5 110.D 120.0 72.8 72.8 110.0 120.0 86.8 86.8 110.0 120.0 42" 69.4 69.4 110.0 120.0 -1/8" -1/2" 37" 42" 50-5/8" 110.0 -044.5 110.0 f95.0 20" 24" 28" 110.0 f29.5 110.0 195.0 99.7 104.3 110.0 195.0 98.0 f 07,9 110.0 195.0 74.7 74.7 110,0 120.0 92.5 92.5 110.0 120.0 65.8 65.8 110.0 120.0 30" 32" 38" 54„ 84.4 86.3 110.0 120.0 -1/8" [226-1/2" 37" 63" 96.7 104.2 110.0 195.0 80.9 80.9 110.0 120.0 74.9 77.9 f10.0 120.0 71.9 71.9 110.0 120.0 60.0 60.0 110.0 117.0 40" 64.8 64.8 110.0120.0 -i/8"63.0 63.0 110.0120.074-1/4"42" 61.7 61.7 11-i/2" 46.6 46.6 90.9 90.9 20° 2a" za" 30" 32" 36" 80 98.8 112.6 110.0 195.0 NOTE: LOAD/AREA LIMITS FOR +110,0, -120.0 PSF = 7(i.34 S0. FT. +110.0, -195.0 PSF = 70.00 SO. FT. as.a s5.a 110.0 1zo.o 7s.7 93.3 110.0 12D.o 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64,8 64.8 110,0 120.0 SEALANT SEALANT a INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4, v Q a 1" MIN6 2-1/2• MIN. INSTALLATION TYPE T WOOD BUCK TYPE T MATERIAL: PRESSURE TREATED TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION �If v a v < c �BUCK� INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE 'T MAT : PRESSURE TREATED TYPICAL INSTALLATION DETAI ON ALL FOUR SIDEVUSI G WOOD ALUM CHANNEL 3/4" X I" X 3/4" X 1/8- 2-1/2- LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT a vQ V_ a -- a �1" MIN. . SEALANT u 2-1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION cl a N 2 1/8• d \ MIN. INSTALLATION TYPE -2WOOD BUCK TYPE '2' TAA, ERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION g \h e vv <d BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. ANCHOR LOCATION IV1 WITH SHEAR CLIP PRODIIC'r P.&NEIVBD as eamnlyia;, with the Florida lSuildiu;, Cade f� �� Arte,Aasce IVo f R&ionli.T)ada.l?induct Carq;y II II II Il TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION y�U m Z r 0 W N as 0 N 0 W d O 08 0 M 00Wm0 0 d Q No� 0aW�B QuW3 N LL Z W .; JOM(yya ai�F s m Z N 0' Oa Z oN V) Ln n 2: NM o 03� m ZzL' w n 3O=af ni iii U o m w �w� H Ada D 0 N U ATTACHMENT TO `o_ w APPROVED MULLIONS 3�`3 33 33 p N U W U U U 2 0 2 2 K m rn Igr. JAVAD AHMADCPAL v e o 0 FIA. PE 70492 3538 drawing no. 4 2013 W98-100 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 4"w ° TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" aQ d 1" MIN. 2-1/2" MIN. INSTALLATION TYPE "I WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" ° BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MMERLAL: PRESSURE TREATED TYPICAL INSTALLATION )EI TAIL ON ALL FOUR SIDES/USIIIG WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Zg ° �I aa. a 1" MIN. 2-1/2" MIN. 4 c llllLL����__ 2 1/8- MIN. INSTALLATION TYPE '2WOOD BUCK TYPE '2' vQ MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Q ° vQ ,v d ° \ BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE 'J' MATERIAL; PRESSURE TREATED • • • i• ; ��� ,•so YRODU t:'CTTT3A'1=l`�T) t>scoml">'«;`��i4rt/f.:eFloridn ray Aw:pfa'.1<oP:o t4 Qz0is T� pM1imnl Llade Pmd�^7 !'ontrn FLk PE C.A.N. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/8" MIN. JTYPICAL ANCHORS SEE ELEV. FOR SPACING IT�"'ll SEE SHEET 6 FOR DESCRIPTION I II II 11 I1 Fl IL___ L J ATTACHMENT TQ APPROVED MULLIONS � N J N V Z_ N 0 ri Ua 01. z N tnM� W g 3::Nr7W, 0�Mrn _Z Z L' N N O - M iO p t J a O N N \_ 0 3 drawing �� W98-106 IG PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS, ANCHORS }4/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" D.C.O,C, AT 10" O.C. AT 17" O.C. AT 10" O.C. 5410TH HEIGHT EXT.(+)/INT,(-) EXT.(+)/INT.(-�) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8° 26-1/2" 37" 26" 195.0 195.0 149.4 195,0 195.0 195.0 107.8 161.E t95.0 195.0 77.2 115.9 19-t/e" 26-1/2" 37" 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.E 78.5 104.7 19-1 /8" 26-1/2" 37" 50-5/B" 195.0 153.5 191.9 193.2 195.0 110,8 138.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2" 37" 83" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.E 63.8 111.E 19-1 /8" , 26-1/2' 74-1/4" 195.0 195.0 130.8 195.0 164,7 195.0 94.4 151.1 PERFORMANCE VALUES OF INSTALLATION ANCHORS t, G REFER TO SHEET 5 FOR DETAILS 4 U o ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ro =� WINDOW DIMS, AT 17" O.C. AT 10" D.C. AT 17" O.C. AT 10" D.C.ID ro WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INL(-) ZO N j 20" 195.0 195.0 164.8 195.0 Z N Z 24" 195.0 195.0 129.0 172.0 Q N 1 28" 192,9 195.0 110,E 147.4 I� O o O 30" 180.0 195.0 103.2 137.E 0 w m v 3fi 32" 168.8 195.0 96.8 129.0 36" 150.0 195.0 56.0 114.7 G t a 40" 135.0 180.0 77.4 103.219510 42" 128.6 171.4 73.7 98.3 0' 0 W M oo 20" 195.0 195.0 132.7 176.9 G 24" 192.9 195.0 110.6 147.4 � N ro r 28" 165.3 195.0 04.8 126.4 Q W 3 4 N 30" 42„ 154.3 195.0 88.5 117.9 IL z In a 32" 144.6 192.9 82.9 110.E .I Z ItnV Q �I 36" 128.6 171.4 73.7 98.3 Q w 40" 115.7 154.3 60.3 88,5 0 42" 110.2 146.9 63.2 84.2 a 20" 195.0 195.0 154.8 193.5 N 24" 195.0 195.0 129.0 161.3 3 Z r%1 28" 192.9 195.0 110.6 138,2 �+ N 30" 180.0 195.0 103.2 129.0 m 32" 48" 168.8 195.0 96.8 120.9 36" 150.0 187.5 86.0 107.5 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Of 40" 135.0 168.8 77.4 9fi.8 1/4" DIA, KWIK--CON 111 BY 'HILTI' (Fu-163 KSI, Fy-157 KSI) z V) 42" 128.6 160.7 73.7 92.1 1 1 /4" DIA. ULTRACON BY O' (Fu=177 KSI, Fy-155 KSI) S H rn 20" 195.0 195.0 137.6 195.0 I p (n u1 N 24" 195.0 1 55.0 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 N M tO 28" 171.4 195.0 98.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD p 3 M 30" 54" 160.0 195.0 91.7 137.6 THRU 18Y BUCKS INTO CONC. OR MASONRY M 3 Z t` N 32" 150.0 195.0 $6.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v o 36" 133.3 195.0 70.4 114.7 DIRECTLY INTO CONC. OR MASONRY U o g 40" 120.0 I80.0 08.8 103.2 i I „ 42" 114.3 171.4 65.5 98.3 1-1/4 MIN. EMBED INTO CONC. OR MASONRY 0 20" 195.0 195.0 123.8 185.8 1 (GRADE 2 CRS) 24" 180.0 195.0 103.2 154.8 I 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28" 60" 154.3 195.0 89.5 132.7 I INTO METAL STRUCTURES A e 30 144.0 195.0 82.6 123.8 N o ANCHORS WIO SHEAR CLIP ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) _ 32" 135.0 195.0 7Z4 tts.t ALUMINUM 1 8" THK. MIN. 6063-T5 MIN. 2 i w W 20 ts5.o 95.D tao36" 120.0 180.0 e103.2 i 1ss.o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 24" 195.0 195.0 1tz3 164.2 TYPICAL EDGE DISTANCE _ p 28" 66" 175.3 195.0 100.5 140.7 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 30" 163.6 195.0 93.8 131.3 INTO WOOD STRUCTURE = 1" MIN. 32" 153.4 195.0 66•D 123.1 INTO METAL STRUCTURE = 3/4" MIN. o o A � �; ; n 20" 195.0 195.0 120.0 480.6 j CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. ° w 4 24" 160.7 195.0 1 2.1 129.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm - 2000 PSI MIN. 28" 72" 160.7 195.0 92.1 129.0 30" 150.0 195.0 66.0 120.4 m 32" 140.6 195.0 00.6 112.9 Engr; JAVAD. AHMAO CM1 20" 195.0 195.0 119.1 190.5 FLA.'PE 70592 1 24" 78„ 173.1 195.0 00.2 158.8 PRODUCT RL'•TMED C.A.N. \ 5 28" 148.4 195.0 45.1 136.1 nsComplyiutwiliNheFIDII&I 30" 138.5 195.0 90.4 127.0 Acce iI310oaz f -1 O ACCC im1CW Nn _-_ _ 9 20" 195.0 195.0 132.7 195,0 13Nti.4Afiog Dste drawn n0. 24" 84" 195.0 195.0 110.6 165.9 �' {,,Y f1 q W98-100 28" 165.3 195.0 04.8 142,2 5--' � - - `1 MA 2013 Miomi tsa.^ rn sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 1TINDOW DIMS. EXT. (+) INT. {-) WIDTH HEIGHT 20" 24" 28" 30" 32" 36" 40" 42" 36" 195.0 195.0 195.0 194.4 182.3 162.0 120.0 120.0 20" 24" 28" 30" 32" 36" 40' 42" 42" 195.0 195.0 178.5 166.6 120.0 120.0 120.0 119.0 20" 24" 28" 30" 32' 36" 40" 42" 48" 1120.0 195.0 195.0 120.0 120.0 120.0 120.0 120.0 20" 24" 26" 30' 32" 36" 40" 42" 54" 195.0 195.0 120.0 120.0 120.0 120.0 120.0 120.0 20" 24" 28" 30" 32" 36" 60„ 195.0 120A 120.0 120.0 120.0 120.0 20" 24" 28" 30" 32" 66' 169.0 120.0 120.0 118.2 112.2 20" 24" 28" 30" 32" 72" 120.0 109.3 95.3 89.8 85.0 20' 24" 28' 78" 101.3 85.4 74.3 20" 24" 84" Bo.s 68.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT. (+) INT. {-) WIDTH HEIGHT 19-1/8" 26-1/2" 37" 26" 195.0 195.0 195.0 19-1/8" 26-1/2' 37" 38-3/8" 195.0 195.0 120.0 19-1/8" 26-1/2' 37" 50-5/8" 195.0 195.0 120.0 19-1/8' 26-1/2' 37" 63" 195.0 120.0 117.0 19-1/8" 26-1/2' 74-1/4" 120.0 1 90.9 TYPICAL ANCHORS: SEE ELEV. FOR SPACING ALUMINUM BUCK FRAMING DETAIL REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. SMS (�' I Q SMS (} AT AT 6" FROM ENDS I�jLJ-({j AT AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 17" O.C. MAX, AT JAMBS 0 24" O.C. MAX. AT HEAD/SILL w 24" O.C. MAX. AT HEAD/SILL r+ a 4 d 0 4. q ATYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND AT 6" FROM ENDS AND 2 1/2" MIN. 17" O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS EDGE DIST. 24. O.C. MAX. AT HEAD/SILL 1" MIN. 24" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE 'S' INSTALLATION TYPE V 2BY WOOD BUCK OR WOOD STRUCTURES A - 1 /4" OIA. KWIK-CON II BY 'HILT[' (Fu-163 KSI, Fy-157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 8 - 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - 14 (GRADE 2 CRS) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN, CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM .845 125 ALUMINUM BUCK 6063-T6 .845 .065 I>RODUCT RENEWED nsilding odwiUithehlo12- cepirnce No G+ }-yyL v 1.125Ac �,1:11:ralial Dgiv-[G..-ii- �dF ,� .903 M'iemi Dada Produce Contra OPTIONAL COVER I - CIVIL FLA. PE d 70592 6063-T6 C.A.N. 3$38 MAR 044 2013 v arowing no. W98-10( sheet 7 of 7 4 CLIP ANGLE 6063-T5 MULLION CLIP FOR 1 BY TUBE$ CGI-383 6063-T6 (ALT. TO 2 PIECE CLIP) MULLION CLIP FOR 2BY TUBES CGI-395 6063-T6 (ALT. TO 2 PIECE CLIP) 6. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING FjqWkv'tvj1IIu*1k�. ID MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). INSTRUCTIONS: ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. USE CHARTS AND GRAPHS AS -FOLLOWS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FOR PARTICULAR OPENING. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Engr: JAVAD AHMAD CIVIL APPROVAL. FLA. PE # 70592 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH FRODUCTR m=) C.A.N, 3538 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED as complying with the Floeida IN STEP I ABOVE. Building Cede STEP 5 USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Acceptance No lE IF-C1©�017 By TViiamk P1A� P� ^'+ I r I } k r Z 00 � z z 0 1- w o F W O q 0 w L Ili 08 a Vo i cy 0 W M O k 0 0�^° �. M�0 N p... Q w y JOM4U 4 zw 9 W I`.. m m � " J I a < a N W O SW Ln H N CN � M m N�nI J w Z N O : C) U < J a � � ti s' CO m O I Y � m C m m p w a W z m o 0 a •m 9 O O O N f N O T N II O l £��• � N Q u drawing no. M95-13A k 4t k ; sheet 1 of 5 k I - , ■■■■■■■N ■M■M No ME ■\\■■■■■\\■■\\■■ maim BE ME :■■E■ Lim BE MEN ■■ ■KI NONE \1 ■■■��■ E■■\\■■■ 'MEN ■�■ LIE ■E BEEN ■■■■� ■LI■ ■■N= ��■�■�■■■NNE ■ ��■��■■■■■■�\ ■ ■■■,■WIN ■,■■■■ ■ \ENO■E■■■��■ ■ 20 25 30 3S 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART �+ m 1"x2".1/8' ALUM. TUBE NO STEEL CGI1X2 N m mm 3B- /8- MUL S AN O T a a 9 a B_ ,B- n n 9 r m n 20 25 30 35 40 45 50 SS 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LDAD CHART m ,B N a a 0 z N m O MULLION LOAD CHART ffiffi�IMMLIENEEN ������■■■�l■■■ ommmmmmmmoomm .. ■■■■■■■■■■■■■. 1\■■■■■■■■■■■■ moommommommom '1■■■■ ■■■■■■,■ MENEEMENEEMEN • ■■■, ■■■■■■■■' ,. ■„■■■■ ■■■■■■■ ■■.■„■■'■■■■■ ■■\,■■■■■mm■■■ „■■■■'■■,■■■■ .. „■■\\\\\\\\,■■,,■■,■■■ ■.■■mmo77T.,,--■■„■ .. ■\\\\\\\\,■■'.■■■.■" ,■.■■,.■■„■■ .. ■ ■MUM■U'■■■`' ■,.,.■■.`.■■■ '■m■„■■■'`'■ v W rrtr W rrvr W r W r W e ILL. a a O J 2 c� H Nm o� m N m m N 20 25 30 35 40 4S 50 S5 60 65 70 7S 80 8 TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART ■MMENEE E■■■■ ■\\■■■■■■■■■■■ ■M■■ ■■\\■W-ME■■ ■■■■„■■■■,■■■ 10011I■NE■ WOMEN "■„■■„■NN■■■■■ ■■■■■N� NU■E■I ■,■\,■■■■■■■■,I ■„■■■■■ ,■■ ,■■ ■■■■„■■.ME■,■ ■■ ,■■.■■E,■■, „■,■■'EE®EN■■ ■N■e■■E■■■NE■ I■\\\\\\\\,■■.■■,.■■■, „N■'.■■"■■■ MMENEWEENEEN■ .,■,■■■,■■■'` MEN 20 25 30 35 40 4S SO 55 60 6S 70 75 80 85 20 2S 30 3S 40 45 50 55 60 65 70 7S 80 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES MULLION LOAD CHART M■M■■ ■■■' �1Maim ■E■■E►®IE■ ■.■■■■■„■■,■■ ■►�■■■■■■■■■N■ ►�EMMM��■■E ■■■E MMMM■■■■■M■■M "■■■„■„■■'■■■ ,1■„■■ ■■■■■,■■ ■■„■■■■■■■■,■ immmmmmmmmmmmo ■, ■■ ■■,■■,■■■ „■■■■■ommom■■ ■■„■■■■■'■■,\, ■ ■.■■,■■'■■■, ■■■■■E■■■'M■■ ■■„■ ,■.,■■■`■ ■■.'■,■■,■■■, ■■"■,■■,�■■ ■■■"■„■MIA' ■■■■.MIRM'E■■ ................................... �Lu VERTICAL MULLION z GLAZING GLAZING O Z PRODUCT PRODUCT N F CW X�X M LL W7 W2 to- () G ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE V MO M 0 ILW O ?O Q W ? LL N MULLION Z M J (�(�N+ a j W e ! 3 GLAZING GLAZING PRODUCT PRODUCT N J � W � V Q H- O LJ _ MULUON SPAN _ Z 0= ACM m J ONM m TYPICAL MULLION ARRANGEMENTS L3 0 3 N Z Z Z L` 0 30-� WIDTH (W) = Wl 2 W2 0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PROLii7Ci 7:L'I^Sa•.V�rF.,T3 Engr: JAVAD AHMAD as sary .yien3 wt:7n 4@ce FIIoeac7N CIVIL 0.16 FIA. PE # 70592 ACcej5i3r.�;c I 2o�8 C.A.N. 3538 Ex n'a%a y ~ / 7v7iar.:i ade P:oJnc%Control 5 LM—ULLION7S L 2otz A drawing no. M95-13A i LL In aE °a OE Ja z 06 H r In W 13 If LL U) L c c N W, m a In m m a m cT 20 2S 30 35 40 45 50 55 60 65 70 75 80 BS TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ' 1 1 ANCHORS TYPE A ANC A , I 8-3 8- i 0-5 8' ILL SP N 4- 4 1 6.. 20 2S 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART U y L 4-1 1 4.. I 6" 08 2 3 .. ANCHORS TYPE C ANC C I N LL U) a m ANCHOR LOAD CHART 20 25 30 35 40 45 50 55 60 65 70 75 80 8S TRIBUTARY WIDTH - INCHES m ANCHOR LOAD CHART mill oil ANCHORS TYPE A, B, C OR VERTICAL GLAZING jj�� GLAZING PRODUCT PRODUCT A. S. C OR W2 HORIZONTAL MULLION ANCHORS TYPE A, B, C OR D ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING ` PRODU'�CT \ ANCHOR DETAIL N7 3 GLAZING GLAZING ANCHORS TYPE PRODUCT PRODUCT A, S. C OR D _ MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = 21 + w2 2 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PCODUi 7 c;SR FVR EETJ Engr: JAW as cer's¢2lllgicB'r.l@la t1le Florida C liuileir;; C�Ba FPE A.ccePt=i:ce Rin 0 . �S LA C.A.N. Ex ' ' n . zte y 20 25 30 3S 40 4S 50 SS 60 65 70 75 80 85 Miami Ua3e Pro act L'anim TRIBUTARY WIDTH - INCHES �ANCHORS 'n ANCHORS TYPE 'A' ° a/4" 0 ULTRACON 1% ANGLE 2 X 2 X 1/8" 9' ALUM ANGLE 14 S.M.S. 2/ ANGLE d. °d °, 1BY OR 2BY WOOD BUCK MULLION d' 2 X 2 X 1/8" ALUM ANGLE - 2-5/8" LONG ° d ° I I I ° I I A. ___1____ __ -� I I 2 X 2 X 1/8" ALUM ANGLE I I I II II II II I II e I I I 1 I I I / 14 S.M.S. ------ I / 1.500 ---- I 2 ANGLE I I NOTCH ANGLES TO I j MISS MARBLE SILL �e roe.. e ° d° a ° d ° ° .4 " e ° ° ° PREdAST CONC. $ 1/4" DIA. ULTRACON ° q - SILL 1-3/8" MIN. EMBED 1/ ANGLE ANCHORS TYPE 'B' ANCHORS TYPE NOTCH' WOOD BUCK N ° °' .TO ACCOMODATE dCLFP.ANGLE TO MASONRY aW / .1/4" 0 ULTRACON Z z h 0 2 X 2 X 1/8" 2/ ANGLE EL°. - - O H ALUM ANGLE ° ? 2 ALUM XANGLE' °< ' Q N 14 S.M.S. A IL 2/ ANGLE N 14 S.M.S. O MANGrl O rr(L>WEMULLION LTRACON 0.°�IN. EMBED (� a d '2/ ANGLE0' X0 i m0IL A0 0,0W 4 " �d LL W m - ° ° CONCRETE OR Q w NASONRY BLOCKS C- 1BY OR 2BY m MULLION WOOD BUCK to ° MULLION 2 X 2 X 2 X 2 X 1/8" ALUM ANGLALUM GLE E 2-5/8- LONG -° 3-5/8" LONG G] a C3 v ELJ 8Z 0: 0 ~ NI- 1n..°NI ° N M M�i i w 3 ZZZL, 00d a J I ° i U��� 1.500 ° j — — — (--—. -] MAX. __---- _ d ' 1.500 ° a MAX. . c N V ¢¢ N U 2 ZUZ � Z 6 c 0 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fym155 KSI) WOOD BUCKS NOT BY C.G.I. ` CIA INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O MUST SUSTAIN LOADS IMPOSED. 1-3/8" MIN. PENETRATION INTO WOOD a pRODUCTRCNEWED B En r: JAVAO AHMAD ,� If G THRU 1BY BUCKS INTO CONC. OR MASONRY" CIVIL with the Florida CIVIL BuildingC°de 1-3 8" MIN. EMBED INTO CONC. (Z� 5 FLA^ PE t 705e2 / ACCept011ce N° • C.A.N. 538 1-1 /4" MIN. EMBED INTO MASONRY Ex �,od,,t �8 fi TYPICAL EDGEDISTANCEMiadrawing no. INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. M95-13A INTO METAL STRUCTURE = 1/2" MIN. [1EC eti sheet 4 Of 5 ANCHORS TYPE V TUBE MULLION 1X2. 1X3. 1X41 TRIM WOOD BUCKS TO INSTALL ANCHORS '-.I CO LI/4" X 1-3/4" ULTRACON ALUM PLATE 1/8" THK. (6063-T6) ALUM CHANNEL 3/4 X 1-3/4 X 3/4 X 1/8" LENGTH TO CLOSE nT INSIDE TUBE 0 !. 0 I j I 3� 3 N 12 X 3/4" S.M.S. (2) CONNECT PLATE TO CHANNEL ALUM PLATE PRECAST CONC. 87DIA. MIN. a s SIL4 DIST. CON 1-3/8" MIN. EMBED 2 PER PLATE #12 X 1/2" S.M.S. SEE CHART FOR QUANTITIES ANCHOR CHART N0. OF SCREWS TYPE A & D TYPE B 1 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION T 1. 1/8" THICK ALUM CHANNEL I LENGTH TO FIT SNUG I INTO MULLION I ACCESS HOLE TUBE MULLION L_____________ 1 1 #12 X 3/4 FH SMS 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CUP AT LARGER MULLIONS I 1 1 I MULLION 1BY OR 28Y TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT RENEWED m complying with toe Florida Building Code t2— i �J O.' S Acceptance No LL L Exp, 4 e s Mituni ade Product Contro CIVIL FLA. PE 9 70592 C.AN. 3538 DEC 1© 4ftv m m J I M N O a $� 8 In 0 w Z W H Q� N ^ in 'co N o 3 M M w $ 3 _J N Z _Z Z LL m O FE0_ C90¢ U 1 ONi N N drawing no. A95-13A