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PLANS0 J, to \� \\ 1 I c 1 1 l I \\ o \\ 10 INDEX: SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 of of of of of of of of of of of 11 11 11 11 11 11 11 11 11 11 11 - GENERAL NOTES & MODEL TYPES - MODEL A ELEVATIONS - MODEL A DETAILS - MODEL B ELEVATIONS - MODEL B DETAILS - MODEL C ELEVATIONS - MODEL C DETAILS - MODEL D ELEVATIONS - MODEL D DETAILS - MODEL E ELEVATIONS - MODEL E DETAILS GENERAL NOTES: 1- CODES THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION - (HIGH VELOCITY SECTION), 2- DEFINITION' THIS PRODUCT IS A SWING OUT MAHOGANY WOOD TVPF: MDR '.:IITE LARGE AND SMALL MISSILE IMPACT REaISTANCE 3- POSTING: WHOGAN'1 WJOD DOOR LARGE & Si4ALL MISSILE IMPACT RESISTANT SADANA 4ii 4i)'7WS, INC, MIAMI LAKES - FLORIDA DADE COUNfIY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS' LOADS MUST BE CALCULATED BY A PRT ESSJCINAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT, THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIAL' ALL PARTS TO BE MAHOGANY WOOD AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7,3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT, B- 33 1/3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED (A)5-Oj - tor MODEL A ELLIPSE FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, —70 PSF FOR MODEL A DETAILS REFER TD SHEET 2 AND 3 OF 11 N .-r r 75' MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. 1 (305) 825 -1045 FAX: (305) 825 -3805 PRODUCT: Mahogany Impact Swing -Out Door es Engineering: TIngQIt Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY 0 5 2004 Engineer Seal Pedro De Figueiredo PE 52609 • Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED 4S 44011:4y141 with doe llsM Cade . Afte s Me C4 Q "20.01 Elpire Cy "lbz& r PmdrorICAfted Eft Drawing Number 04 -055 Sheet 1 of 11 MODEL D SOLID WOOD PANEL FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, —7Q PSF FOR MODEL D DETAILS REFER TD1 SHEET 8 AND 9 OF 11 MODEL B FULL ARCHED FRENCH SWING-OUT DOOR DESIGNED LOADS = +53 PSF, —70 PSF FOR MODEL 3 DETAILS REFER TOt SHEET 4 AND 5 OF 11 74 3/4' MODEL C SQUARE FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, —70 PSF FOR MODEL C DETAILS REFER TO' SHEET 6 AND 7 OF 11 MODEL E FULL ARCHED FRENCH SWING -OUT DOOR DESIGNED LOADS = +75 PSF, —83 PSF FOR MODEL E DETAILS REFER TOu SHEET 10 AND 11 OF 11 BILL OF MATERIALS ITEM# DESCRIPTION SIZE MATERIAL P. RF_;lARKS - cu Co) if' If) •.Dha D.0 —+0.10 If) ∎t) FRAME HEADER FRAME SILL FRAME JAMB PANEL TOP RAIL PANEL BOTTOM RAIL PANEL HINGE STILE PANEL LOCK STILE PANEL ASTRAGAL STILE MAHOGANY WOOD BEAD MAHOGANY WOOD BEAD MAHOGANY WOOD ASTRAGAL CLOSED CELL FOAM STRIP Q'LON SEAL a FRAME /PANELS Q'LON SEAL 2 PANELS RAILS SEALANT CLEAR SILICONE 1/2' LAMINATED GLASS GLAZING CLEAR SILICONE 1. 75' x 6. 00' x 1, 50' 1. 25' x 6, 00'x 0. 50' 1. 75' x 6, 00' x 1. 25' 2. 13' x 5. 00' x 3, 50' 2. 13' x 7. 50' x 5. 38' 2, 13'x 5.00'x 4. 50' 2. 13' x 5. 00' x 3. 75' 2. 13' x 5, 00' x 4. 00' 1.00'x 0. 75' 0.75'x 1.00' 1.13'x 1.75' 0. 5'x .625' .58'x 0,65' .335'x .336' .511' THICK .90x.051 MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY MAHOGANY Attached w/ #8x 1 1/2' wd screws Attached w/ #8x 1 1/2' wd screws Attached w/ #10x 2' wd screws at 12'oc FOAM TAPE FULL LENGTH OF SILL SCHLEGEL #QDS -650 SCHLEGEL #QEZ320 GE STOCK 012A GLASSLAM DOW CORNING 995 HARDWARE SCHEDULE HINGES <18 >' (4 HINGES /JAMB) 2 3/4'w X 4' h X .068' HINGES 2 21' OC CONNECTED TO PANEL AND FRAME WITH C8) ` #10X 1 1/2' WOOD SCREWS ACTIVE STILE' <19) SCHELEGEL MULTI -BOLT LOCK WITH BRASS KEEP SET, 52 MM BA 10' FULL LENGTH STAINLESS, THE STRIKE PLATE WAS 1/4' THICK STEEL. <20> NATIONAL .611' DIA, THROW CONNECTED WITH C6) 1/4 -20 SS MS AND NUTS. INACTIVE STILE' <20> NATIONAL . 611' DIA, THROW CONNECTED WITH C6) 1/4 -20 SS MS AND NUTS. OUTSIDE ELEVATION 7 ANCHORS AT 12' DC 6 ANCHORS AT 12' OC 7rG U UN Z ^-, ¢ Nco Q NCO NCO N. 't O\ a INSIDE ELEVATION 2D \ 4 7-19 -20 25 5/8' DLO INSTALLATION NOTES' 1- ANCHORI 1/4' TAPCON BY ELCO SUBSTRATUM EMBEDMENT WOOD C SG > =. 55) 1 1/2' CONCRETE (3320 psi) 1 1/4' MASONRY BLOCK 1 1/4' 2- QUANTITY d SPACING AS PER ELEVATION 3- IX OR 2X WOOD BUCK TO BE DESIGNED BY OTHERS FOR IMPOSED LOADS, MODEL A - ELLIPSE FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, -70 PSF MAX. FRAME SIZE = 74 7/8' X 97 7/8' X 6' DEEP FRAME MAX. PANEL SIZE = 35 5/16' X 95 7/16' X 2 1/8' DEEP MAX, GLASS SIZE = 27 1/4' X 84 1/4 X . 511' THICK MAX. GLASS DLO = 25 5/8' X 82 3/4' WATER TEST PRESSURE' t8 PSF (53. 33 DP) SEE SHEET 3 OF 11 FOR DETAILS MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. 1 (305) 825 -1045 FAX1(305) 825 -3805 PRODUCT: Mahogany Impact Swing -Out Door Engineering: Eno-To .. nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY 0 5 2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED u car ply£rg Irith At Merida Buldires Cede !eapta .. Pto 04- 0520.01 Expire BY 4 a NI , it. • ect Coetral Drawing Number 04 -055 Sheet 2 of 11 5 4 14 W iJ 13— 1 L. ca W CO W 10 20 HEAD SILL —20 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE BY OTHERS 1X OR 2X PT WOOD IF REQUIRED 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE IMPACT GLASS *8X1 1/2' WOOD SCREVS IMPACT GLASS #8X1 1/2' WOOD SCREVS MODEL A - ELLIPSE FRENCH SWING DOOR DESIGNED LOADS = +53 PSF, -70 PSF 4 O LOCK STILES FRAME WIDTH GLASS DESCRIPTION' 1- GLASSLAM SAFETY PLUS I - MIAMI -DADE NCA 00- 0524.06 (1) 3/16' ANNEALED GLASS SHEET + (1) .063' RESIN BY GLASSLAM + (I) ,010' SAFETY -PLUS POLYESTER INTERLAYER f (1) 063' RESIN BY GLASSLAM + (1) 3/16' ANNEALED GLASS SHEET 2- GLAZING METHOD' GLASS GLAZED WITH SILICONE DOW CORNING #995 0,9 X ,051 THICK OVER A 3/4' GLASS BITE. 1 X 3/4' WOOD BEAD WAS CONNECTED TO THE RAILS & STILES WITH #8X 1 1/2' WOOD SCREWS, BOTTOM RAIL - (5) SCREWS AT 5'OC TOP RAIL - (5) SCREWS AT 6 1/2'OC LOCK STILE - (11) SCREWS AT 7 1 /2'OC HINGE STILE - (10) SCREWS AT 7 1/8'0C BY OTHERS IX OR 2X PT WOOD IF REQUIRED 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE FRAME & PANEL GENERAL NOTES 1- FRAME ASSEMBLY NOTES EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL 6 JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH C4) 1#14X3' WOOD SCREWS IN EACH CORNER, 2- PANEL ASSEMBLY NOTES' EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2 x3' x3' TENON AND WOOD GLUE JOINT, 3- INSTALLATION SEALANT NOTES' THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLDRIDA 33015 PH. ' ( 305) 825 -1045 FAX ( 305) 825 -3805 PRODUCT: Mahogany Impact Swing -out Door Engineering: TEtt Chu �Jrtr. CA 8116 6971 Al. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY U 5 2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 4 /12/04 Scale: NA Design by: PPMF Miami Dade Office: ROWJCT REVISED amply* di* Ftsrfib Y .:... , Mo 20.0 iplr2tio date Product Cos,tr Drawing Number 04 -055 Sheet 3 of 11 BILL OF MATERIALS ITEM# DESCRIPTION SIZE MATERIALS REMARKS 1 .+CU -. CU C').4 ■ .D N FRAME HEADER 1. 75'x 6.00'x 1. 50' MAHOGANY WOOD FRAME SILL 1. 25'x 6.00 0. 50' MAHOGANY WOOD FRAME JAMB 1. 75'x 6.00 1. 25' MAHOGANY WOOD PANEL TOP RAIL 2. 13'x 5.00'x 3.25' MAHOGANY WOOD PANEL BOTTOM RAIL 2. 13'x 7.50'x 6. 13' MAHOGANY WOOD PANEL HINGE STILE 2. 13'x 5.00 3. 38' MAHOGANY WOOD PANEL LOCK STILE 2. 13'x 5.00'x 4. 13' MAHOGANY RAISED PANEL HOR. STILE 2, 13'x 6.00'x 5.00' MAHOGANY MAHOGANY WOOD BEAD 1.00'x 0.75' Attached w/ #8x 1 1/2' wd screws MAHOGANY WOOD BEAD 0.75'x 1.00' Attached w/ .8x 1 1/2' wd screws MAHOGANY WOOD ASTRAGAL 1.13'x 1.75' Attached w/ #10x 2' wd screws at 12'oc CLOSED CELL FOAM STRIP 0.5'x .625' FOAM TAPE FULL LENGTH OF SILL Q'LON SEAL 2 FRAME /PANELS ,58'x 0,65' SCHLEGEL #QDS -650 Q'LDN SEAL 2 PANELS RAILS ,335'x ,336' SCHLEGEL #QEZ320 WOOD RAISED PANEL 1, 50'x27, 5'x12' SOLID PINE 1/2' LAMINATED GLASS ,511' THICK GLASSLAM GLAZING CLEAR SILICONE ,90x,051 DOW CORNING 995 HARDWARE SCHEDULE HINGES <18 >I ( 4 HINGES /JAMB) 2 3/4'w X 4' h X .068' HINGES 2 14' OC CONNECTED TO PANEL AND FRAME W/ (8) #10X 1 1/2' WS ACTIVE & INACTIVE STILE1 <20> CENTER HANDLE ROUSTIQUE ARTICLE CODE 042100 MODEL RY 59 FASTENED W/ (4) #10X 1 1/4' (7) 2,4' X 1. 656' CLASSIC GUIDES ( STEEL) W/ C2) #10X 1 1/4' EXCEPT TOP AND BOTTOM HAD ( 2) 1/8'X3' MS W/ DOUBLE NUTS. THE STRIKE PLATE WAS 1/4' THICK STEEL. 1/2' LOCKING THROW WAS A .625' DIAM SEMI -TUBE X. 154'X35' LONG AT BOTTOM AND 57. 5' LONG AT TOP. ALSO, THE TOP AND BOTTOM ENDS (3') WERE FILLED WITH A WELDED 1/8' WIDE STEEL PLATE, OUTSIDE ELEVATION 10 ANCHORS AT 12' OC 6 ANCHORS AT 12' OC 13 - e V a u z in L ° • Nr ON ON INSIDE ELEVATION 73 3/4' FW 70 1/4' DO 20 -� 0 `- 20 MODEL B - FULL - ARCHED FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, -70 PSF MAX. FRAME SIZE = 73 3/4' X 97 1/2'X 6' DEEP FRAME MAX, PANEL SIZE = 36 5/16' X 95 7/16' X 2 1/8' DEEP MAX. GLASS SIZE = 27 1/4' X 84 1/4 X .511' THICK MAX. GLASS DLO = 25 3/4' X 82 3/4' WATER TEST PRESSURE' ±8 PSF (53. 33 DP) INSTALLATION NOTES' 1- ANCHOR' 1/4' TAPCDN BY ELCO SUBSTRATUM EMBEDMENT WOOD (SG > =. 55) 1 1/2' CONCRETE (3320 psi) 1 1/4' MASONRY BLOCK 1 1/4' 2- QUANTITY & SPACING AS PER ELEVATION 3- 1X OR 2X WOOD BUCK TO BE DESIGNED BY OTHERS FOR IMPOSED LOADS. SEE SHEET 5 OF 11 FOR DETAILS MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH.: ( 305) 825 -1045 FAX: (305) 825 -3805 PRODUCT: Mahogany Impact Swing-Out Door Engineering: iEn To .:Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Engineer Seal Pedro De Figueiredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED n comp w►■ W Rlee4& Belle; Cede A . Ne Expire Date D? I } By Millie • le Product Coetre Divk Drawing Number 04-055 Sheet 4 of 11 vs 4 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE BY OTHERS 1X OR 2X PT WOOD IF REQUIRED O HEAD 10 21 • 14 la 13 A Cq W 15 15 3 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE —1 J MODEL B — FULL ARCHED FRENCH SWING —OUT DOOR DESIGNED LOADS = +53 PSF, —70 PSF IMPACT GLASS 48X1 1/2' WOOD SCREWS IMPACT GLASS 48X1 1/2' WOOD SCREWS ,75x.75x.051 'GE e012A CLEAR SILICON 20 4� 11 5 DOOR OPENING 24, 25 O LOCK STILES FRAME WIDTH 21 ® JAMB GLASS DESCRIPTION 1- GLASSLAM SAFETY PLUS I - MIAMI -DADE NOA 00- 0524.06 (1) 3/16' ANNEALED GLASS SHEET + (1) .063' RESIN BY GLASSLAM + (1) .010' SAFETY-PLUS POLYESTER INTERLAYER + (1) .063' RESIN BY GLASSLAM + (1) 3/16' ANNEALED GLASS SHEET 2- GLAZING METHOD* GLASS GLAZED WITH SILICONE DOW CORNING #995 0.9 X .051 THICK OVER A 3/4' GLASS BITE. 1 X 3/4' WOOD BEAD WAS CONNECTED TO THE RAILS & STILES WITH #8X 1 1/2' WOOD SCREWS, BOTTOM RAIL - (5) SCREWS AT 5'0C TOP RAIL - (7) SCREWS AT 6 1/2'0C LOCK STILE - (9) SCREWS AT 7 1/8'OC HINGE STILE - (4) SCREWS AT 9 5/16'OC 3- WOOD PANEL' 27 1/2' X 12 X 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A 3/4' X 1 1/4' BEDDING IN RAILS AND STILES AND A 3/4' X 3/4; X .051' THICK CONTNUOUS GE WINDOW 1 DOOR STOCK #GE12A CLEAR SILICONE BEAD. --1 -. - 9 6— 1 aniti GLASS DLO 5 MAX. i• SHIM BY OTHERS IX OR 2X PT WOOD IF REQUIRED 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE FRAME & PANEL GENERAL NOTES 1- FRAME ASSEMBLY NOTES' EACH SOLID MAHOGANY WOOD FRAME HAD SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER, 2- PANEL ASSEMBLY NOTES EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2s x3' x3' TENON AND WOOD GLUE JOINT, 3- INSTALLATION SEALANT NOTES' THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK. GE012A SILICONE. MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. C 305) 825 -1045 FAX ( 305) 825 -3805 PRODUCT: Mahogany. Impact Swing —Out Door Engineering: +.EngQIa ."JYtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Dit'e o 1 MAY 2004 Engineer Seal Pedro De Flguetrado PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED u cots ptyIag wIt! ttae 13afdtng Cade Atttpon No W. I Eipfratla Date BY Miami irodnct COG IT1 Drawing Number 04-055 Sheet 5 of 11 U U CO Q N 78 OUTSIDE ELEVATION 1. 1 6 ANCHORS AT 12' OC ITEM# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 18 18 1 1 1 1 1 1 7 81 6 ANCHORS 78 AT 12' OC `1 BILL OF MATERIALS DESCRIPTION FRAME HEADER FRAME SILL FRAME JAMB PANEL TOP RAIL PANEL BOTTOM RAIL PANEL HINGE STILE PANEL LOCK STILE U CY U Z I-- CO Q MAHOGANY WOOD BEAD MAHOGANY WOOD BEAD MAHOGANY WOOD ASTRAGAL CLOSED CELL FOAM STRIP Q'LON SEAL 8 FRAME /PANELS Q'LON SEAL 8 PANELS RAILS SEALANT - CLEAR SILICONE 1/2' LAMINATED GLASS GLAZING CLEAR SILICONE 19 25 R 20 INSIDE ELEVATION 744' FW 71 DO SIZE 1. 75' x 6. 00' x 1. 25' 1. 25' x 6. 00' x 0. 63' 1, 75' x 6. 00' x 1. 25' 2. 13' x 5. 00' x 3, 50' 2. 13' x 7. 50' x 5, 63' 2. 13' x 5. 00' x 3, 94' 2. 13' x 5, 00' x 4. 00' 1,00'x 0.75' 0. 75' x 1, 00' 1, 13' x 1. 75' 0. 5' x , 625' 58' x 0. 65' 335' x , 336' 511' THICK 90x, 051 MATERIAL & REMARKS MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY MODEL C - SQUARE FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, —70 PSF MAX. FRAME SIZE = 74 3/4' X 97 5/8'X 6' DEEP FRAME MAX. PANEL SIZE = 35 15/16' X 95 7/16' X 2 1/8' DEEP MAX. GLASS SIZE = 26 3/4' X 84 1/4 X . 511' THICK WATER TEST PRESSURE' ±8 PSF (53. 33 DP) INSTALLATION NOTES' 1- ANCHOR' 1/4' TAPCON BY ELCO SUBSTRATUM EMBEDMENT WOOD (SG > =, 55) 1 1/2' CONCRETE (3320 psi) 1 1/4' MASONRY BLOCK 1 1/4' 2- QUANTITY 4 SPACING AS PER ELEVATION 3- 1X OR 2X WOOD BUCK TO BE DESIGNED BY OTHERS FOR IMPOSED LOADS. Attached w/ #8x 1 1/2' wd screws Attached w/ #8x 1 1/2' wd screws Attached w/ #10x 2' wd screws at 12'oc FOAM TAPE FULL LENGTH OF SILL SCHLEGEL #QDS-650 SCHLEGEL #QEZ320 GE STOCK #012A GLASSLAM DOW CORNING 995 SEE SHEET 7 OF 11 FOR DETAILS HARDWARE SCHEDULE HINGES <18 >' <4 HINGES /JAMB) JARDINIER MASSARD, FRANCE, #23 SPACED AT 26' OC ATTACHED TO PANEL W/ (8) #10X 1 1/2' WS ACTIVE STILE' CENTER HANDLE <20> ROUSTIQUE ARTICLE CODE 042100 MODEL RY 59 FASTENED W/ (4) #10X 1 1/4' (7) 2, 4' X 1,656' CLASSIC GUIDES (STEEL) W/ (2) #10X 1 1/4' EXCEPT TOP AND BOTTOM HAD (2) 1/8'X3' MS W/ DOUBLE NUTS. THE STRIKE PLATE WAS 1/4' THICK STEEL, 1/2' LOCKING THROW WAS A . 625' D I A M SEMI-TUBE X, 154'X35' LONG AT BOTTOM AND 57. 5' LONG AT TOP. ALSO , THE TOP AND BOTTOM ENDS <3') WERE FILLED WITH A WELDED 1/8' WIDE STEEL PLATE. INACTIVE STILE' <19> NATIONAL .611' DIA. THROW CONNECTED WITH (6) 1/4 -20 SS MS AND NUTS. <25> SCHELEGEL MULTI -BOLT LOCK WITH BRASS KEEP SET, 52 MM BA 8' FULL LENGTH STAINLESS, MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, '(305) 825 -1045 FAX'(305) 825 -3805 PRODUCT: Mahogany Impact Swing -Out Door Engineering: 1xtt3U a htt. CA 8116 6971 W. Sunr(se 81■d. 104 Plantation, Fl. 33313 Tel.: (954) 585 - 0304 Fax: (954) 585 -0305 MAY 0 5 2004 Engineer Se& Pedro Oe Figueiredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED as comptyiag *kb die IRotids BaMlaa Cede E itk • e - 20. ExOntlo � � ae i l'� 042060 � 01 O 31 ut j ►a ge roduct Control rr- rvrs� Drawing Number 04-055 Sheet 6 of 11 T w ,® HEAD 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CGNNCRETE BY OTHERS 1X OR 2X PT WOOD IF REQUIRED •fir .c 1/4' TAPCGNS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK CR 1 1/4' INTO CONCRETE IMPACT GLASS Mex1 1/2' WOOD SCREWS IMPACT GLASS *8X1 1/2' WOOD SCREWS MODEL C - SQUARE FRENCH SWING -DUT DOOR DESIGNED LOADS = +53 PSF, -70 PSF O LOCK STILES FRAME VIDTH DOCK OPENING GLASS DESCRIPTION 1- GLASSLAM SAFETY PLUS I - MIAMI-DADE NOA 00- 0524.06 (1) 3/16' ANNEALED GLASS SHEET + ( 1) .063' RESIN BY GLASSLAM + (1) .010' SAFETY -PLUS POLtESTER INTERLAYER + ( 1) .063' RESIN BY GLASSLAM + (1) 3/16' ANNEALED GLASS SHEET 2- GLAZING METHOD GLASS GLAZED WITH SILICONE DOW CORNING #995 0.9 X .051 THICK OVER A 3/4' GLASS BITE 1 X 3/4' WOOD BEAD WAS CONNECTED TO THE RAILS d STILES WITH #8X 1 1/2' WOOD SCREWS. BOTTOM RAIL - (5) SCREWS AT 5'OC TOP RAIL - (5) SCREWS AT 5'OC LOCK STILE - (12) SCREWS AT 7 1/2'0C HINGE STILE - (12) SCREWS AT 7 1 /2'OC BY OTHERS 1X OR 2X PT WOOD IF REQUIRED 1/4' TAPCGNS V/ EMBEDMENT OF 1 1/2' INTO EX BUCK OR 1 1/4' INTO CONCRETE FRAME & PANEL GENERAL NOTES 1- FRAME ASSEMBLY NOTES' EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH C4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY NOTES' EACH SOLID MAHOGANY WOOD STILE r. RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2' x3' x3' TENON AND WOOD GLUE JOINT. 3- INSTALLATION SEALANT NOTES' THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. ' ( 305) B25 -1045 FAX (305) B25 -3805 PRODUCT: Mahogany Impact Swing -Out Door Engineering: EngTo CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 Tel.: (954) 585 - 0304 Fax: (954) 585 - 0305 Diviekm MAY 0 5 2004 Engineer Seal Pedro De F1guelredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED as '*.pig wit! the Florida DokIles C.dc Act:. No 04-05 6zp#ratfo Date By d3fesxi ' rztkct Control Drawing Number 04-055 Sheet 7 of 11 • N CC 0 0 U Z � O C Q < U CU a. o (n LJ Z I- 1 iv to 7 (1) INCREASE AMOUNT OF ANCHORS TO 7 AT 10 L/2' OC WHEN HEADER /SILL FRAMING ARE ANCHORED INTO CONCRETE VITH 1X WOOD BUCK OUTSIDE ELEVATION (x) 6 ANCHORS AT 12' OC H ttt (x) 6 ANCHORS AT 12' OC n BILL OF MATERIALS ITEM# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 LL (U 75' FW 71 DO 25 l'k tt 20 20 272— DESCRIPTION INSIDE ELEVATION FRAME HEADER FRAME SILL FRAME JAMB PANEL TOP RAIL PANEL BOTTOM RAIL PANEL HINGE STILE PANEL LOCK STILE RAISE PNL HOR, STILE MAHOGANY WOOD BEAD MAHOGANY WOOD BEAD MAHOGANY WOOD ASTRAGAL CLOSED CELL FOAM STRIP Q'LON SEAL 2 FRAME /PANELS Q'LON SEAL 2 PANELS RAILS RAISED PANEL SEALANT - CLEAR SILICONE GLAZING CLEAR SILICONE SIZE 1, 75' x 6, 00' x 1. 25' 1. 25' x 6, 00 0, 50' I. 75' x 6. 00' x 1, 25' 2. 13' x 5. 25' x 4. 25' 2. 13' x 9. 75' x 9. 50' 2. 13' x 4. 89' x 3, 89' 2, 13' x 5, 13' x 4. 13' 2. 13'x 6, 00'x 4. 00' 1, 00'x 0, 75' 0. 75' x 1. 00' 1. 13' x 1, 75' 0. 5' x . 625' . 58' x 0. 65' 335' x . 336' 27. 8' x74' x1. 5' thk .75x. 50x. 051 Thk MODEL D - SOLID WOOD PANEL FRENCH SWING -OUT DOOR DESIGNED LOADS = +53 PSF, -70 PSF MAX, FRAME SIZE = 75' X 122'X 6' DEEP FRAME MAX. PANEL SIZE = 35 15/16' X 120 5/16' X 2 1/8' DEEP MAX, SOLID RAISED PANEL = 27 13/16 X 74 X 1 1/2' THICK WATER TEST PRESSURE' ±8 PSF (53,33 DP) INSTALLATION NOTES' 1- ANCHORI 1/4' TAPCON BY ELCO SUBSTRATUM EMBEDMENT WOOD (SG > =. 55) 1 1/2' CONCRETE C3320 psi) 1 1/4' MASONRY BLOCK 1 1/4' 2- QUANTITY & SPACING AS PER ELEVATION 3- 1X OR 2X WOOD BUCK TO BE DESIGNED BY OTHERS FOR IMPOSED LOADS. SEE SHEET 9 OF 11 FOR DETAILS MATERIAL & REMARKS MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY WOOD MAHOGANY MAHOGANY Attached w/ #8x 1 1/2' wd screws Attached w/ #Bx 1 1/2' wd screws Attached w/ #10x 2' wd screws at 12'oc FOAM TAPE FULL LENGTH OF SILL SCHLEGEL #QDS -650 SCHLEGEL #QEZ320 SOLID PINE GE STOCK #012A GE STOCK #012A HARDWARE SCHEDULE <18> HINGES (4 HINGES /JAMB) JARDINIER MASSARD, FRANCE, #23 SPACED AT 26' OC ATTACHED TO PANEL W/ (8) #10X 1 1/2' WS INACTIVE STILE' <25> JARDINIER MASSARD, FRANCE, VERROUS A ENTAILLER REF. 321 W/ .312' Dram. X .567 THROW AT TOP /BOTTOM. ACTIVE STILE' <19> SCHELEGEL MULTI -BOLT LOCK WITH BRASS KEEP SET, 52 MM BA 10' FULL LENGTH STAINLESS, THE STRIKE PLATE WAS 1/4' THICK STEEL. <20> NATIONAL ,611' DIA, THROW CONNECTED WITH (6) 1/4 -20 SS MS AND NUTS. IVES MODEL 453 WITH (4) 1/4 -20 SS MS AND NUTS, MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH,: (305) 825 -1045 FAX: (305) 825 -3805 PRODUCT: Mahogany Impact Swing --Out Door Engineertng: EngTo lint. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY A 5 2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED es Balding p g witb the Florida Ae p s rat' " at Arc Oats act Ccet o1 D_ rawing Number 04 -055 Sheet 8 of 11 J A J 15- 15 15 14 154- I] 13 — X Z iJ 20 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE BY OTHERS IX OR 2X PT \WOOD IF REQUIRED Si HEAD S ILL Q X = N 1/4• TAPCONS W/ EMBEDMENT OF 1 1/2' INTO 2X BUCK OR 1 1/4' INTO CONCRETE #8x1 1/2' WOOD SCREWS MODEL D — SOLID WOOD PANEL FRENCH SWING —OUT DOOR DESIGNED LOADS = +53 PSF, -70 PSF 1 FRAME VIDTH DOOR OPENING O LOCK STILES 15 9 WOOD PANELS DESCRIPTION! TOPI 27 13/16' X 74' X 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A 3/4' X 1 1/4' BEDDING IN RAILS AND STILES AND A 3/4' X 3/4' X 1/2' X .051' THICK CONTINUOUS GE WINDOW & DOOR STOCK # GE012A CLEAR SILICONE BEAD, A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH (6) #8X1 1/2' WOOD SCREWS PER STILE AND WITH (3) #8X 1 1/2' WOOD SCREWS PER RAIL. BOTTOM 27 13/16' X 28 15/16' X 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A 3/4' X 1 1/4' BEDDING IN RAILS AND STILES AND A 3/4' X 3/4' X 1/2' X .051' THICK CONTINUOUS GE WINDOW & DOOR STOCK #GE012A CLEAR SILICONE BEAD. A 1/2 X 13/16' WOOD MOULDING CONNECTED WITH (4) #8X1 1/2' WOOD SCREWS PER STILE AND WITH (4) #BX 1 1/2' WOOD SCREWS PER RAIL. 5 ()JAM 18 SHIM EMBED , BY OTHERS 1X OR 2X PT WOOD IF REQUIRED 1/4' TAPCONS V/ EMBEDMENT OF 1 1/2' INTO EX BUCK OR 1 1/4' INTO CENC2ETE FRAME & PANEL GENERAL NOTES 1— FRAME ASSEMBLY NOTES' EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL 6 JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER, 2— PANEL ASSEMBLY NOTES1 EACH SOLID MAHOGANY WOOD STILE 6 RAIL IS 2 1/8' DEEP AND THE CORNERS, 1 /2' th I ck x3' x3' TENON AND WOOD GLUE JOINT. 3— INSTALLATION SEALANT NOTES' THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, (305) 825 -1045 FAX: ( 305) 825 -3805 PRODUCT: Mahogany Impact Swing -Out Door Engineering: fEng( n ,Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F$. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED ss coeping oit)t dm Flod& Bum et Acccptsaee No 41 /■ /.DI Exp&a , Date i7liklLI MAY 0 5 2004 Engineer Seol Pedro De Figueiredo PE 52609 act CM7 Drawing Number 04 -055 Sheet 9 of 11 BILL OF MATERIALS ITEM# DESCRIPTION SIZE REMARKS a - +NP)din�O�m0%OO- +NCf If) a0 FRAME LARCH HEADER) 2.00' x 6.00' LAMINATED MAHOGANY FRAME ( JAMB) 2.00' x 6. 00' LAMINATED MAHOGANY FRAME (SILL) 2.00' x 6.00' LAMINATED MAHOGANY FRAME (SILL BUMPER) 0.69' x 1.75' LAMINATED MAHOGANY SASH (ARCH RAIL) 2.60' x 6.62' LAMINATED MAHOGANY SASH (BOTTOM RAIL) 2.60' x 9.21' LAMINATED MAHOGANY SASH ( HINGE RAIL) 2.60' x 6. 50' LAMINATED MAHOGANY SASI+ (LOCK RAIL) 2. 60' x 6. 44' LAMINATED MAHOGANY SASH ( INACTIVE RAIL) 2.60' x 6. 44' LAMINATED MAHOGANY SASH (EXT. GLASS STOP) 2.25' x 1. 69' LAMINATED MAHOGANY SASH ( INT. GLASS STOP) 2.25' x 1.69' LAMINATED MAHOGANY SASH ( INT. ASTRAGAL) 2.25' x 2. 06' LAMINATED MAHOGANY BOTTOM & HINGE REINF. 1. 00' x 0,25' STEEL ASTRAGAL REINF, 0. 63' x 0. 63' STEEL LOCK RAIL REINF. 0,25' CHANNEL STEEL WEATHER STRIPPING QEBD6650 -397 VINYL WEATHER STRIPPING QEZ- 320 -BRZ VINYL HARDWARE SCHEDULE <17> HINGES: (5 HINGES /JAMB) MADE BY SABANA WINDOWS INSTALLED AT 17 1/2' OC INACTIVE STILE' <19> & <18> SURFACE BOLTS MADE BY SABANA WINDOWS CONSISTED OF 50'(TOP) AND 16 3/4' (BOTTOM) LONG x .75' DIAMETER STEEL ROD WITH TWO 1' DIAMETER RINGS WELDED 3 1/2' AND 19 3/4' FROM END OF THE ROD . THE ROD WAS SUPPORTED BY THREE 2 X 3 1/8' X 1/4' THICK STEEL GUIDE PLATES WITH 1 3/8' RINGS WELDED AT TOP EACH PLATE TO GUIDE THE LOCKING ROD. THE ROD PENETRATED 1' THROUGH THE FRAME MOULDING, THE TOP MOST PLATE WAS CENTERED 1 3/4' FROM EDGE OF DOOR <20> TWO POINT LOCK WITH 3/4' DIAMETER STEEL RODS EXTENDING 1' THROUGH FIX PANEL LOCK STILE AND INTO FRAME GOING THROUGH FRAME AND SASH LOCK REINFORCEMENT PLATES, THE LOCK WAS OPERATED BY A HANDLE AT AT 37' FROM BOTTOM OF DOOR. ACTIVE STILE' <21> MUL -T -LOCK MODEL SERIES 700 LOCK, SINGLE LATCH ONLY. 4 OUTSIDE ELEVATION 24 ANCHORS INTO TVO ROWS AT 10' 00 7 ANCHORS AT 11' OC Cel "3 U ❑ ❑ U ❑` z 3o I- ca o¢ z H -�v N INSIDE ELEVATION MODEL E - FULL ARCHED FRENCH SWING -OUT DOOR DESIGNED LOADS = +75 PSF, -83 PSF MAX. FRAME SIZE = 74 1/2' X 121 7/8'X 6' DEEP FRAME MAX. PANEL SIZE = 37 1/2' X 119 3/4' X 2 1/2' DEEP MAX. GLASS SIZE = 24 1/2' X 105' X . 57' THICK MAX. GLASS DLO = 22 1/2' X 103' WATER TEST PRESSURE' ±11. 25 PSF (75 DP) INSTALLATION NOTES' 1- ANCHOR' 1/4' TAPCON BY ELCO SUBSTRATUM EMBEDMENT WOOD (SG > =. 55) 1 1/2' CONCRETE (3320 psi) 1 1/4' MASONRY BLOCK 1 1/4' 2- QUANTITY 6 SPACING AS PER ELEVATION 3- 1X OR 2X WOOD BUCK TO BE DESIGNED BY OTHERS FOR IMPOSED DADS, SEE SHEET 11 OF 11 FOR DETAILS ARCH STRAP CONSTRUCTION: THE CURVE HEAD AND THE JAMBS WERE BUTT JOINED USING 1/4X3X1/2' TENON AND GLUE. THE STEEL STRAP MADE OF 1/4X2X141' WAS ATTACHED TO WOOD FRAMING WITH (17) 412X1 1/4' WOOD SCREWS. #12x1 1/4' WOOD SCREWS AT 8 5/8' OC U Cl 3 • CO cv 3 CE U Gi MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. 1 (305) 825 -1045 FAX: ( 305) 825 -3805 PRODUCT: Mahogany Impact Swing -Out Door Engineering: lEngTu CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Ff. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY '0 5 41) Engineer Seal Pedro 00 Figuelreda PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: f ROO J T REVISED a compiyta6 hii4 the f'toeidra Buldlog Code E AcceptagoeNo oth / Eit . o i3fte 0 By � / w N4 �1 A + Drawing Number 04 -055 Sheet 10 of 11 10 MODEL E — FULL ARCHED FRENCH SWING —OUT DOOR DESIGNED LOADS = +75 PSF, -83 PSF TWO ROWS 1/4' TAPCONS WITH 1 I /2' INTO 2X BUCK OR 1 1/4' INTO MASONRY 10 J n IMPACT GLASS ARCH *6X 1 1/2' SMS 3' FROM ENDS AND SPACE) 13' 0: STRAP BY OTHERS 1X OR 2X PT WOOD IF REQJIRED X 5 N 1/4' TAPCONS V/ 1 1/4' EMBEDMENT INTO CONCRETE cc REINFORCEMENTS FRAME WIDTH DOOR OPENING 21 10 61-2 —,— DLO O LOCK STILES ASTRAGAL V/ REINF, ATTACHED TO INACTIVE STILE WITH GLUE AND (9) *6X1 5/8' SMS 6 7/9' FROM ENDS AND 13 1/4' OC. INNACTIVE STILE ASTRAGAL W REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) *6X1 3/8' SMS 6 7/8' FROM ENDS AND 13 1/4' OC, (3) 1/4'X3 1/4' TAPCONS SPACED AT 4' OC (6) 1/4'X3 1/4 TAPCONS SPACED AT 3' OC OP LOCK GUIDE PLATE 1/4X1 1/2' X 10 1/2' STEEL PLATE BOTTOM LOCK GUIDE PLATE 1/4X1 1/2' X 17' STEEL PLATE LOCK STILE LOCK REINF, STEEL PLATE 2X72'X0,14' ATTACHED TO 1/2X4X1 1 /4'X1 /B' CHANNEL WITH (9) *10X1 /2' P1-04S SPACED AT a5, 5,75, 10, 2025, 34.5, 44.5, 53.375, 62,125, 69Y FROM BOTTOM MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. (305) B25 -1045 FAX: (305) 825 -3805 PRODUCT: Mahogany Impact Swing -out Door Engineering: EIttJUIa .JItC. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAY 0 5 2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 4/12/04 Scale: NA Design by: PPMF Miami Dade Office: PRODUCT REVISED as cosi plying w f b (!re P1wi& Baking Code Acaptn - No /.. 05 *, Eipirat. +n Des .Ii ti) By M Wei l3ir:si Drawing Number 04-055 Sheet 11 of 11 GLAZING DETAIL 1 1/8' DOW 995 SILICONE BEDDING ON GLASS STOP AND 3/4' UNDER THE GLASS STOP V) • IL1 Q J pa 10 ' EXTERIOR GLASS STOP GLUE TO SASH VITH HENKEL *BF -2052 IOA 111 7 • l •• 7 ® JAMB SHIM CORNER CONSTRUCTION. BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (3) 1112X3 PHWS (3) *12X3 PH WOOD SCREWS NOTCH JAMB 1 1/8' TO FIT SILL BY OTHERS 1X OR 2X PT WOOD IF REQUIRED TWO ROWS 1/4' TAPCONS WITH 1 1/2' INTO 2X BUCK OR 1 114' INTO MASONRY ACTIVE LEAF' GLASSLAM SAFETY PLUS I MIAMI -DADE NCA 00- 0524,06 LAMINATED GLASS WITH 1 1/2' PERIMETER PET FLAP EXTENDING 1/2' INTO INTERLAYER. 0,572' TOTAL THICKNESS MADE OF TWO LAYERS OF .221' GLASS AND .13' SP II INTERLAYER INACTIVE LEAF' GLASSLAM SAFETY PLUS II MIAMI -DADE NCA 03- 0225.10 LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO INTERLAYER, 0,55' TOTAL THICKNESS MADE OF TWO LAYERS OF 221' GLASS AND .108' SP I! INTERLAYER INTERIOR GLASS STOP OVER 3/4' OF PET FILM AND 995 DOW SILICGNE AND *I2X2 WOOD SCREWS. (14 AT HINGE SASH, 5 AT BOTTOM RAIL AND 9 ON LOCK STILE) r JS32 - ,\ SUt2vEYocz t�JOrTES : r - EL EVAT/pI J & S NOWAJ ARE R4SED 04-/ AJAT/OAJAL. GEODE 77 . VERTICAL (M.S.L.) DATUM. - O. /14. ELEV. a - L. /. 325c7 5 8.M. A/° 5- G2 S. M. /S A BRASS a Q , /A./ COAJC • MCrA/UMEAJT THIS DRAWING IS THE PROPERTY OF BISCAYNE ENGINEERING COMPANY, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF BISCAYNE ENGINEERING COMPANY I INC,________ WE HEREBY CERTIFY: THAT THE ATTACHED "SKETCH OF SURVEY" OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND. PLATTED UNDER OUR DIREC- TION; ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS UNLESS SHOWN .THEREON. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. THIS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF LAND SURVEYORS. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. ilisca yne .Engineering C ompany, Inc FOUNOED 1898 FLc ZONE GOMM PAKJEL SUFFIX RE�/>G fl Fl.00r� j�tiJE : LOTS /7 A,UO /S, F3LOCX S2 OF �� M /Amy/ � p�E �j �a EC77C',CJ AJ -9 ACco To THE PLAT THEREOF AS RECO,QOED /A/ °LA7 < /o AT PA E 37 of G1J�L /C FzECo,PD�� of 17ADF_ :c /A./ FLO/n1 cEK Y �rF TO "THOMAS AAJD �3ARBAR4 /t/IL///1-1`7" GO,2/?, kJ, ZELMAX/, ISAAJDER, RA /AJSURAAJCE T /TL E FUND 67/ORAL SA /AJGS AVE LOAN A�foc /AT /OAJ AND /vi2 AS/6,1JS BISCAYNE ENGINEERING COMPANY, INC. 2 J FL-1 LER ter. M 1C. Al Fi i DA "b3t3o Consulting Engineers • Planners • Surveyors - MIAMI FORT LAUDERDALE COCOA PALM BEACH 't V, a5 14 i3 11 to o) g 1 5 4 '3 i BT -1884 N r N SUt2vEYocz t�JOrTES : r - EL EVAT/pI J & S NOWAJ ARE R4SED 04-/ AJAT/OAJAL. GEODE 77 . VERTICAL (M.S.L.) DATUM. - O. /14. ELEV. a - L. /. 325c7 5 8.M. A/° 5- G2 S. M. /S A BRASS a Q , /A./ COAJC • MCrA/UMEAJT THIS DRAWING IS THE PROPERTY OF BISCAYNE ENGINEERING COMPANY, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF BISCAYNE ENGINEERING COMPANY I INC,________ WE HEREBY CERTIFY: THAT THE ATTACHED "SKETCH OF SURVEY" OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND. PLATTED UNDER OUR DIREC- TION; ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS UNLESS SHOWN .THEREON. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. THIS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF LAND SURVEYORS. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. ilisca yne .Engineering C ompany, Inc FOUNOED 1898 FLc ZONE GOMM PAKJEL SUFFIX RE�/>G fl Fl.00r� j�tiJE : LOTS /7 A,UO /S, F3LOCX S2 OF �� M /Amy/ � p�E �j �a EC77C',CJ AJ -9 ACco To THE PLAT THEREOF AS RECO,QOED /A/ °LA7 < /o AT PA E 37 of G1J�L /C FzECo,PD�� of 17ADF_ :c /A./ FLO/n1 cEK Y �rF TO "THOMAS AAJD �3ARBAR4 /t/IL///1-1`7" GO,2/?, kJ, ZELMAX/, ISAAJDER, RA /AJSURAAJCE T /TL E FUND 67/ORAL SA /AJGS AVE LOAN A�foc /AT /OAJ AND /vi2 AS/6,1JS BISCAYNE ENGINEERING COMPANY, INC. 2 J FL-1 LER ter. M 1C. Al Fi i DA "b3t3o Consulting Engineers • Planners • Surveyors - MIAMI FORT LAUDERDALE COCOA PALM BEACH 't V, a5 14 i3 11 to o) g 1 5 4 '3 i BT -1884 Al' A M IOADE PRODUCT CONTROL NOTICE 0 K.D. Windows, Inc. 3705 Shares Place Riviera Beach ,FL 33404 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -0828.03 EXPIRES: 10/11/2006 APPROVED: 10/11/2001 d \ \s0450001\pc2000 \\templates\notice acceptance cover page.dot Internet mail address: postmasterCbuildingcodeonline .com ACC PTANCE GU3-Ob (100 MIA MU-LADE COL N'T'v FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COMI✓ COMPLIAN('l; OFFICE METRO -DADE F�AkiL ER hi JILDING 140 V/EST :LAGLER STREET, BAITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CJNrRACIOa LICENANG SECTION (3C5) 375 -2527 FAX (:05) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: KDI Bay Window Aluminum Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7// / 2---1 ,0 Raul Rodriguez Chief Product Control Division TIHIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com K.D. Windows, Inc. 2 ACCE'_°TANCE No.: 01- 0828.03 APPROVED EXP1II LS NOTICE OF ACCEPTANCE: SPECIFIC CONDI TIOJ S Man Perez, P.E. Product Co Prod. .ntrol Division OC t 1 200.1 OCI 1 1200 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The KIM Bay Window Aluminum Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 1064, Sheets 1 and 2 of 2, titled "Bay Window Aluminum Impact Mullion ", prepared by W. W. Shaefer Engineering & Consulting, P.A. dated 8/22/01, signed and sealed by Warren W. Schaeffer, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of is system. Examiner K.D. Windom, Inc. 3 ACCEPTANCE No.: 01- C828.03 APPROVED EXPIRES OC1 1 1 iOO1 OCT 1 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this Last page 3. END OF THIS ACCEPT NCE Manuel ere , P.E,, Product Contro3 miner Produ •ntrol Division SHEET NO. I OF 2 PLAN VIEW: TYP. BAY WINDOW (APPLICABLE FOR OR MORE WINDOWS PER BAY) SEE "DETAIL I W1 WINDOW FRAME WIDTH 'w1' - MULLION GLAZED UNITS MAY BE OPERABLE OR FIXED WINDOWS OR DOORS AND MUST HOLD A DADE COUNTY NOTICE OF ACCEPTANCE. ELEVATION: SINGLE VERTICAL UNITS (SEE PLAN VIEW FOR WIDTH REQUIREMENTS) GENERAL NOTES; 1. ALL PRODUCTS TO BE MULLED TOGETHER MUST HOLD A DADE COUNTY NOTICE OF ACCEPTANCE AND MUST MEET THE REQUIRED DESIGN WIND PRESSURES FOR EACH APPLICABLE PROJECT. 2. THE LESSER OF THE MULLION ALLOWABLE PRESSURES AND THE WINDOW /DOOR PRODUCT ALLOWABLE PRESSURES SHALL CONTROL AS THE FINAL ALLOWABLE PRESSURE ON THE MULLED UNITS. 3. CONNECTION OF WINDOW /DOOR JAMBS TO THE MULLION SHALL BE WITH TEX SCREWS EQUAL IN SIZE AND SPACING TO THE FRAME FASTENERS SPECIFIED IN THE INDIVIDUAL WINDOW /DOOR NOTICE OF ACCEPTANCE. 4. WINDOWS MAY BE FULL HEIGHT OR STACKED VERTICALLY WITH NO LIMITATION ON QUANTITY (ONLY LIMITATION IS THE OVERALL HEIGHT OF THE MULLION PER THE ELEVATIONS) FOR ( MPACT & NON— IMPACT PRODUCT APPLICATIONS MULLION GLAZED UNITS MAY BE OPERABLE OR FIXED WINDOWS OR DOORS AND MUST HOLD A DADE COUNTY NOTICE OF ACCEPTANCE. ELEVATION: VERTICAL STACKED UNITS (SEE PLAN NEW FOR WIDTH REQUIREMENTS) MAY BE MORE THAN 2 UNITS STACKED VERTICALLY 4 APPROVED AS COMPLYING WITH THE 8 T F igrrwA dUILDI E D AT= OL hilt Y 1i/ PP T C'klfPOI. DMSION L • , s30DE LDMPLNNCE ALA ACCEPTANCE NO CA- 0 $'c 4 •'7 93 w = W1 +W2 TABLE 1.0 - 2 - NON- IMPACT MULLION LOAD W O N ^//" DESIGN LOAD CAPACITY (PSF) 18' POS NEC POS. NEC POS. NEG POS. NEC POS. NEG PGS NEG POS. NEG POS. NEG POS. NEC POS. NEG 16' 80.0 100.0 80.0 100.0 80.0 80.0 100.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 74.7 99.6 74.7 B0.0 70.2 93.7 70.2 24' 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 B0.0 100.0 80.0 100.0 80.0 90.7 30' 80,0 100.0 80.0 1000 90.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 89.2 72.6 72.6 59.8 59.8 56.2 56.2 36' 60.0 1000 80.0 100.0 80.0 100.0 90.0 100.0 80.0 94.0 77.9 86.8 72.4 74.4 60.5 60.5 49,8 49.8 46.5 46.8 42' 50.0 1 000 80.0 100.0 80.0 96,7 79.0 67.9 72.4 80.6 66.8 74.4 62.0 63.7 51.8 51.8 42.7 42.7 40.1 40.1 48 80.0 800 100.0 100.0 60.0 94.0 76.0 84.6 69.1 76.9 63.3 70.5 58.5 65.1 54.3 55.8 45.3 45.3 37.4 33.2 37.4 35.1 35.1 33.2 31.2 31.2 54' 75.1 83.6 671 75.2 61.4 68,4 56.3 62.7 52.0 57.8 48.3 49.6 40.3 40.3 60' 80.0 100.0 75.1 83.6 608 67.7 55.3 61.5 50.7 56.4 46.8 52.1 43.4 44.5 36.3 36.3 29.9 29.9 28.1 28.1 66' 80.0 1000 75.1 816 60.6 67.7 50.2 55.9 46.1 51.3 42.5 47.3 39.5 40.6 33.0 33.0 27.2 27.2 25.5 25.5 72' 80.0 100.0 75.1 83.6 60.8 67.7 50.2 55.9 42.0 47.0 39.0 43.4 381 37.2 301 301 24.9 24.9 23.4 23.4 MULLION SPAN 'L' 48• S4' 60' 66' 72' 78' _ _ __.......,_.,,, 84' 90' �.. 96' .you otur 96' to - A S51 W1+W2 TABLE 2.0 W = 2- IMPACT RATED MULLION LOAD WIDTH "W' DES10N LOAD CAPACITY (PSF) (POSITIVE & NEGATIVE LOADS) 18' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 93.7 '_ ' 24_4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 t06.o 100.0 90.7 74.7 70.2 30' 100,0 100.0 100.0 100.0 100.0 100.0 100.0 93.5 86.9 72.6 59.8 56.2 36' 100.0 100.0 100.0 100.0 100.0 92.1 84.4 77.9 72.4 60.5 49.8 46.8 42' 100,0 100.0 100,0 96.5 86.9 79.0 72.4 66.8 62.0 516 42.7 40.1 48" 100.0 100.0 95.0 64.4 76.0 69.1 63.3 58.5 54.3 45.3 37.4 35.1 54' 100.0 100.0 95.0 75.1 67.6 61.4 56.3 52.0 48.3 40.3 33.2 31.2 80' 100.0 100.0 95.0 75.1 80.8 55.3 50.7 46.8 43.4 36.3 29.9 28.1 66' 100.0 100.0 95.0 75.1 60.8 50.2 48.1 42.5 39.5 33.0 27.2 25.5 72' 100.0 100.0 95.0 75.1 60.8 50.2 42.2 39.0 _36.2 30.2 24.9 23.4 NULUON SPAN 1' 36 ' 42' 48' 54' 60' 66' 72' j 84' 90' 98' 95' 2 N0. 12 X 1 1/2' SMS SCREWS PER CLIP (MIN. 1 3/8' EMBED INTO W000) L2X1,5X1 6063 -T5 ALUMINUM ANGLE (LONG LEG IN MULL) MULLION (REF.) TYR. MUIUON VIEW MULLION (REF.) 1/2" N0. 10 TEK SCREW (1 PER CLIP) MUIUON CONNECTION TO WOOD (TO MIN. 2X4 SOUTHERN PINE; 0 = 0.55) L2X1.5 (REF.) 1/4' X 1 3/4' is TAPCON (1 PER CLIP) WITH MIN. 1 1/2' EMBED INTO CONC. NO. 10 SMS (REF.) NOTE: THESE LOAD TABLES ARE ACCEPTABLE FOR MULL W000 OR TO MIN. 2500 PSI CONCRETE. NO. PER TT K SCREW MULLION (REF.) MULLION CON CTION TO (MIN 2500 P01 C 3/4' LOAD TABLE INSTRUCTIONS; 1. DETERMINE THE REQUIRED DESIGN WINO LOAD PER ASCE 7. 1/2" 2. DETERMINE THE MULUON SPAN 'L'. MAX. 3. DETERMINE THE WINDOW FRAME WIDTHS 'W1' & 'W2' TO BE MULLED TOGETHER 4, ADD THE TW0 WINDOW WIDTHS TOGETHER AND DIVIDE BY 2 [(W1 + W2) /2] TO OBTAIN THE EFFECTIVE LOAD WIDTH OF THE MULLION. 5. ENTER THE LOAD TABLE WITH THE MULLION SPAN do LOAD WIDTH AND FIND THE ALLOWABLE WIND PRESSURE FOR THE MULLION. 6. TO OR GREATER THE REQUIRED DESIGN RESSU E E FOR THE MULLION IS EQUAL 7, CHECK TO INSURE THAT THE DESIGN PRESSURE RATING IN THE WINDOW APPROVAL ALSO MEETS OR EXCEEDS THE REQUIRED PRESSURE. OU TEK SCREW FRAME FASTENER SCREW SIZE de SPACING TO MATCH THAT REQUIRED BY THE PRODUCTS INDIVIDUAL N.O.A. FOR FRAME TO OPENING ANCHORS BAY WINDOW MULLION (SEE DETAIL) DETAIL 1 (TYP. WINDOW /DOOR TO MULLION DETAIL) WINDOW /DOOR FRAME 0.50 MULLION 6063 -T6 ALUMINUM APPIVWFD 4F ("IMPLYING 4M TN THE SOLTH F� 3U DA u 0.06 BY_ PPG • DNIS10N 811 •' - C00E COMPLIANCE ACCEPTANCE NOQI" O 2$ •J MIAM!DADE BUILDLNG CODE COMPLIANCE OFFICE (BCCQ) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (I ‘f. WS-D H MIAMbDADE COUNTY, FLORIDA MSTRO -DADA FLAGI ER 13'7i1 DING 140 WEST FLAGLER STREET, SUITE 150: MIA91, FLOP1DA 33130-153 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1 "x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620.1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE I.M.PACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.05 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04 -0528.04 'r Expiration Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBI"11 F ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6620 -1, Sheets 1 through 5 of 5, titled "1 Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 5/26/04, with revision "A" on 5/03/04, signed and sealed by Robert L. Clark, P.E, B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 00- 0912.05" E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04 -0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 00. 0912.05" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 00- 0912.05" 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00-0912,05" G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04 -0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 GLAZING PROOl7CT I en H I ► •Ie TYP MULLION GLAZING PRODUCT \p. ft GLAZJNG PRODUCT r (LAZING PRODUCT GLAZING PRODl1C7 TYP I MULLION SIC, 'YV H GLAZING (LAZING PRODUCT PRODUCT BOTH ENDS W1 W2 W PIP. MULLION W X2) WINDOWS' MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE B" C' OR 'D' BOTH ENDS NOTES' 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 W GLAZING PRODUCT TYP. AIULLXW GLAZING PRODUCT H - HI +H2 �1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W 1 2 1 d :):(°4 Robert L Clark, P.E. PE *39712 Structural W1--1 W2 W W >. WI +W2 H - HI +H2 (2 WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA 1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1+ W2 M2) MAX OPENING = W OR W1+ W2 MULL LENGTH = H1 1070 TECHNOLOGY DRAT NOKOMIS, 71 34275 TO BE IND STRIES Title: ANCHORS TYPE ANCHORS: TYPE. 'a', C' OR • D� BOTH ENDS H 1" STD, WALL MULLION WI_• W2_ W3 W W WI +W244.3 H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1+ W2+ W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 141 USED ONLY WITH PGT INC)! (,;TRIES PRODUCTS Reno or Cate: ChAd 6y: Dote: Revisions: F.K. 5/3/04 A — „L3 NOTATION Omen By: P.J.P. Doter 4 /2800 ARRANGEMENT DETAIL P.O. SOX 1529 T Ssries /Mo4eh Scale: Sheet: NOKOMIS, 71 34274 MULLS V ! S i a W L PADDlltrT UMW �r�w e. tea. r ••T - U4 P'(rtio.Dea i;7iJfs 06 MLLI belle rredyq fa.•c w.r-r, Ora.log No. D620 -1 w: A BOTH ENDS W1 W2 W PIP. MULLION W X2) WINDOWS' MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE B" C' OR 'D' BOTH ENDS NOTES' 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 W GLAZING PRODUCT TYP. AIULLXW GLAZING PRODUCT H - HI +H2 �1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W 1 2 1 d :):(°4 Robert L Clark, P.E. PE *39712 Structural W1--1 W2 W W >. WI +W2 H - HI +H2 (2 WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA 1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1+ W2 M2) MAX OPENING = W OR W1+ W2 MULL LENGTH = H1 1070 TECHNOLOGY DRAT NOKOMIS, 71 34275 TO BE IND STRIES Title: ANCHORS TYPE ANCHORS: TYPE. 'a', C' OR • D� BOTH ENDS H 1" STD, WALL MULLION WI_• W2_ W3 W W WI +W244.3 H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1+ W2+ W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 141 USED ONLY WITH PGT INC)! (,;TRIES PRODUCTS Reno or Cate: ChAd 6y: Dote: Revisions: F.K. 5/3/04 A — „L3 NOTATION Omen By: P.J.P. Doter 4 /2800 ARRANGEMENT DETAIL P.O. SOX 1529 T Ssries /Mo4eh Scale: Sheet: NOKOMIS, 71 34274 MULLS V ! S i a W L PADDlltrT UMW �r�w e. tea. r ••T - U4 P'(rtio.Dea i;7iJfs 06 MLLI belle rredyq fa.•c w.r-r, Ora.log No. D620 -1 w: A W000 BUCK IMPORTANT,' QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS CORRECT MULL SIZE AND PRESSURE REO'D IND SPECIFIC APPL ICATION. NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK TYPE B", TYPICAL MULLION TO MULLION INSTALLATION TYPE A' /12 6x S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WDH EACH OT1-IF_R) SEE MOTE /1 /12 WOOD SCREW (199/) MIN. 4 PENETRATION INTO W000 BUCK AU. FASTENERS MUST BE D40C COUNTY APPROVED. SEE NOTE /1 PROD RIrV/SED addles emp ylas wilt be 1l eAd. IAA 6 e uw N 6 4 it' G By obert L Clark. P.E. D le Product Coo PE 039712 Structural TO BE WOOD SUCK DexnpGort MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 24275 NOKOMIS, FL 34274 OR 4 r --2 . OR 4 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D° USED ONLY WITH PGT IP/CLI <7R /ES PRODUCTS Rend B Dote. Chkd By. Dote: Romano, F.K. 5 /J /01 A — a01J NOTATION Orvsn By: P.J.P. ' D°te4 /28/00 CLIP & INSTALLATlO,NI DETAIL Tithe: 1" STD. WALL MULLION Senes /MOdd; MULLS Scats: NTS /12 EH. SMS. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 441• I`' rAPCON (249/) Mlx I� PENETRATION INTO CONCRETE 0R BLOCK • STRUCTURE. ALL rA51F7+ERS MUST Lx DADE COUNTY APPROVED. sEE NOTE /7 Sheet: w /12 FR S.M.S STAGGERED ON CPPOSRE SIDES (50 AS NOT TO INTERFERE MTH EACH OTNEFO SEE NOTE 1 MIN 1` TAPClON (246/) MIN. g PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DACE COUNTY _APPROVED. SEE NM /1 Draw 'Tq No. 0020 -2 1 A IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION, CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x b 1 x 4 x b A' 11 0 0 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PRODUCE RCVLSID r compl rr Me Florida Earn Aerptaire i� LI, 8 MW. FROM ENDS (TYP) — 1i MAX. MIN.J 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 reaea caa„r trrir NOTE. Robert L. Clark, P.E. 1. REFERENCE TEST REPORT F7L- 2902,2903 AND 2975 PE #39712 Structural ® TO BE A F T INDUSTRIES USED ONLY WITH PGT 11 PRODUCTS Revad B), Doter ChM By, Dew Revisions F.K. 5/J/04 A — HDU NOTATION Drawn Sr 01N: 1070 TECHNOLOGY DR1,E P.O. 90X 1529 NOKOMIS, FL 34275 NOKOMIS, FR 34274 1" MULL CLIP W /TABS REMOVEQ TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 1" MULL CLIP WJ7ABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 Date: 4/28/00 SoKea/uodee MULLS LT � 3 I 8 I �A'_ Sc,N: N TS 1" STD. WALL MULLION _ _J MIN. FROM END (TYP) Dexription: 1 " MULLION CLIP ANCHOR LOCH I'C'N Sheet: 3 ar 5 MIN. FROM END (TYP) 6620 Rer A NOTE: 4 PRODUCT REVISED is comply - 4 * A de nada B.M$ Code Acseptasat Pis Expire Ice Date 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 606J -T6 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1 TO BE USED ONLY WITH PGT /NDI QNTPIES PRODUCTS Read By: Dale: F.K. 5/3/01 D sort BY P.J.P. Description: PROFILES 070 TECHNOLOGY DR! P.O. 90X 1529 NOKOMIS, FL 34275 NOKOMIS, Fl. 34274 (TYP) Chkd 95 Dote: Date: 4/28/00 Titre: 1" STD. WALL MULLION Revisions: A — 1,00 NOTATION Serea /Mode: ScoI. Shoot: MULLS N TS 4 °t 5 Deo.''q No. I ROY 5520 -4 A 1x2x.125 OPENING WIDTH IN INCHES 2 Anchors 50 60 70 80 90 100 110 i 120 130 160 1 42 129 115 107 104 I 103 103 103 103 103 48 83 i 73 67 4 _ 63 ' 61 61 61 61 61 � 4 61 50.625_ _ 61_ 55 52 50 49 I 49 49 49 54 57 49 44 41 39 38 I 38 38 38 38 x 60 41 35 31 29 27 26 1 25 25 25 T 25 63 35 30 27 _ -- 24 23 22 21 20 20 20 66, 23 N 26 20 23 21 T 19 18 18 17 17 17 � 72L j - 76 20 17 15 - 1 78 18 15 84 - 90 - n 96 - 108 - 111 7- 144 - 1X4x.125 _ - OPENING WIDTH IN INCHES 4Anchors 50 60 f 70 1 80 90 100 it 110 120 130 160 j 42 170 170 170 170 - 170 170 j 170 170 1 170 170 48 170 170 170 170 170 170 170 170 170 170 -_ 50.625 170 - 170 170 j 170 Y 170 170 170 170 170 170 54 170 170 170 1 170 _ 162 158 157 157 157 157 601 170 170 157 143 134 127 124 122 122 _122 63, 170 160 141 128,_ 119 112 1 - 108 - _ 106 106 66 170 145 127 1_ 115 106 100 96 93 92 92 72 142 120 105 95 87 81 77 j___74_ 72 _ 71 76 120 102 90 81 1 74 69 _ 65 _I 63 61 59 78 111 94 83 74 68_ 63 - 60 _- 57 - 55 53 84 88 75 I 65 59 53 49 46 44 42 40 9 72 60 53 47 43 39 ^ 37 35 33 31 96_ 59 4_ 5 0 4 3 38 35 } 32 30 28 27 2 4 _ _ - _ 108 41 35 1 30 27 1 24 22 20 19 18 16 1 1 1 38 32 2 8 24 _ 22 20 19 17 16 - NOTES, 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. r� 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, V (/ Za k CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. l Cl 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robed , P.E. Robert L. L. Cl ark Structural T ■ INDUISTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Vertical Mull M l It Length �Opening� Width Horizontal Mull Opening Widt Multiple Mulled Units Le ---1 Mull Length \Opening Width TO BE USED ONLY WITH PGT IND(I:-TPIES PRODUCTS RevsO By: Oats: Chkd By Oats: A Revuio J NOTAPON F.K. 5/3/04 Dra.n P.J.P. � te 4/28/00 Description: PRESSURE CHARTS Mien 1 " STD. WALL MULL�ON' Sense / Model: Scales- S heet: MU LLS N TS 5 at 5 Oro. ^9 No. IR°" 6620 A BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANC Gopi Glass Sales & Services Corpora 7450 N. W. 41 Street Miami, FL 33166 ( -aco- tloo MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGL;iR BUILDING 140 NEST FLAGLER S) REE''; t.UITF 1603 b:La,1II, rLORID1% 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI iJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "510" Aluminum Fixed Window Impact APPROVAL DOCUMENT: Drawing No. W02 - 50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1 through 4 of 4, dated 05/20/02 and last revised on 01- 04 -03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0826.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 Page 1 Gopi Glass Sales & Services Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUEMITIE ?1 (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impac`) ", sheets 1 through 4 of 4, dated 05/20/02 and last revised on 01- 04 -03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No IEETI -02 -1211, HETI- 02 -1145A and IIETI- 02- 1145Ba11 dated March, o4, March 05 and April 30 , 2002 respectively signed and sealed by Hector M. Medina, P. E. C. CALCULATIONS 1. Anchor calculations, comparative and structural analysis, dated August 20, 2002, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex /Keepsafe PVB ", expiring on 05/21/06. E. STATEMENTS 1. Statement letter of conformance and statement letter of no financial interest dated August 15, 2002, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance stated as part of above test reports. F. OTHER 1. Proposal 01 -0455, approved by BCCO dated 12 -13 -2001. E -1 `, Ishaq L Chanda, P.E. Product Control Examiner NOA No 02- 0826.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 r 0 33 3/4' D,L OPG. 37 • 3 1/8' MAX. FROM ENDS USE DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 16 MAX. HEAD /SILL WINDOW WIDTH WINDOW WIDTH SERIES -310 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. FIXED WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. GOP -10 THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 - 88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING COOE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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. FALSE HUNTINS SURFACE APPLIED OPTIONAL GOP -7 TYPICAL ELEVATION TESTED UNITS WINDOW WIDTH :=11 cesplyles the Cab 100 3 •. 747r. • 969 .969 Env DR. HUMAVOUN FAR000 STRUCTURES FLA. PE / 16557 C.A.N. 3538 9 2003 .079 1.003 2.438 469 750 F - 1.258 -4+ FRAME HEADJSII I. GOP -10 .500 .750 I -i Vim- 1.258 --I FRAME JAM@ GOP -7 1 .750 062 GLAZING STOP 00P -0 j-- LAO 56 .75 656 .750 6d9 COVER CHANNEL y �v o E r. 11:I bbl r drawirq . 4 102-50i (sheet • of 4 DESIGN LOAD CAPACITY - PST WLNDOW DIMS. WIDTH IB' (2) 24" I F 0) 30' (3) 3e (3) 42' (4) 1B' (2) 24' (3) 3o' (3) 38' (3) 42' ( 18' (2) 24' ( 30' (3) 36' (3) 42' ( 18' (2) 24' (3) 30' (3) 3B' (3) 24' (3) 30' (3) 24' ( 19 -1 /B' (2) 26-1/2'(3) 37' ( 4B' (4) 53 -1/8' (4) 19- 1/6'(2) 26 -t /2 (3) 37' ( 41' ( 53 -1 /B' (4) 19 -1 / 8 ' ( 26 -1/2' (3) 37' (3) 48' (4) 53 -1/8' (4) 1 9 - 1/8' (2) 26- 1/2'(3) 37' (3) 46' (4) 18 -1/8' (2) 26 -1/2' (3) 37' (3) 12-1/8'(2) 26-1/2' (3) 37' (3) LENGTH 6. 3te ( 44 (4) 60 (5) 72' (5) 64' (6) D6' (7) 26' (3) 36 -3 /B' (4) 50 -5/8' (4) 57' (5) 63' (5) 74 -1/4' (6) GLASS TYPES 'A', '8' & 'C' EXT. ( +) 71.0 71.0 71.0 71.0 71.0 71.0 71,0 71.0 71.0 63.0 71.0 71.0 71.0 71.0 83.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 55.1 52.2 71.0 71.0 71,0 71,0 71.0 71.0 NT, ( 71,0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 83.0 71.0 71.0 71.0 71.0 63.0 71.0 71.0 71.0 71.0 71,0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 68.2 85.5 71.0 69.9 68.9 71.0 71.0 71.0 55.0 49.7 71.0 71.0 71.0 55.1 71.0 55.1 71.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 NUMBERS IN PARENTHES15 INDICATE NUMBER OF ANCHORS REDO. PER SIDE 3/16' .ANNEALED GLASS .090 PVB INTERLAYER SCLUTIA SA!•LEX IIIG /KEEPSAFE 3/16' ANNEALED GLASS 841E WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SILCONE SCHNEE-MOREHEAD 5731 3/18' ANNEALED GLASS .060 POLYESTER INTERLAYER OLASI?M SAFETY -PLUS r,010 PET FILM .080 POLYESTER INTERLAYER OIASL AAl SAFETY-PUS 3/18' ANNEALED GLASS Ili E1 101 I ` R761 ::::�. i p 0 GLASS TYPE 'A' ZS GLASS TYPE 'B' SILICONE SCHNEE- MOREHEAD 5731 GLAZING OPTIONS LARGE MISSILE 'MPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED 4 4il:e:4 '. 0 GLASS TYPE C 3/15 ANNEALED GLASS F .090 PVE INTERLAYER UVEKOL S 3/16' ANNEALED GLASS 3t WINDOW WIDTH 1 J WINDOW WIDTH 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. D.LO. . WIDTH OR HEIGHT - 3.25' SNJCONE SCHNEE-MOREHEAD 5731 Env. DR. th:MAYOUN 782000 STRUCTURES Fl.8. PE / 6557 CAN. 3831 Za.cba. "path. 50 1 F S20 3 war sL t illityika41.1,6144 111 m g g <111 0 i drawing no, W02-50 0 S sheet 2 of 4 z 0 0 112 X 1 SMS O 7' FROM ENDS 12' O.C.tt P. x 0 Ern DR. HUMAYOUN FAti00G STRUCTURES E4. PE / 16557 CAN. 7536 J m b k 1 drawing no. 1 W02-50 ( sheet 3 of 4; TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. I /B' MIN. THICK) STEEL : F)■ • 36 KSI MIN. 1 B ALUMINUM : 8063-T5 MIN. WOOD BUCKS SNAP COVER OPTIONAL 2 BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MULLION !o MULLION ANCHORS W000 BUCKS NOT BY GOP1 GLASS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING .3/16' TAPCON$ INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 -3/6' MIN. PENETRATION IMO W000 THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 3/16' fRN 10 FX OR FOUN. SFl F FAH 1 INC SCREWS (GRADE 5) INTO METAL STRUCTURES (1/6' MIN. THICKNESS) 110 X 3/4' SAPS (MIN. GRADE 2 CRS) INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS; FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WfTH SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING &wove" l.14 IFN Athol DW 4/1s_1 _, 1 EXTERIOR D.L OPG. YANDOW YADTH /4' SHIM MAX. 20P -10 /12 K 1' QUANTITY A AS REOD. 2/ CORNER fBK3 /4' AS REGD. DESCRIPTION ASSEMBLY SCREWS GLAZING BEAD SCREWS 0 Y FROM ENDS ! I2' O.c. 0063 -TS 0063 -TS NP /SUPPLIER /REMARXS P.H. PHILUPS 1BY V005 BLCKS CIRCULAR WINDOWS WELDED JOINT AT ENDS WELDED JOINT AT ENDS OPTIONAL CORNER RECT. OR SQUARE WINDOWS drawing no. 1 402 - 50 (�hcet 4 of 4 BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANC L1 (A) 5 ex D ML MI -DARE COUNTY, : LOR:DA M3T:tO DADE FLAGLER B U1LDiNG 140 WEST FLAGLER S fREET, SUI fE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISIL)E IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02. 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA NO 03-0611.02 Expiration Date: May 22, 2008 P r r); Approval Date: October 9, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUbMI i TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Pe ' .E. Product Contro ner NOA No ; . 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading ptr .1BC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5 /17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00. 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Tumer, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu to PGT Industrie-, erie' "640" Aluminum Casement Window, approved on 5/ 21 3, nd ex �'_;� : o : /08. E -2 nuel P Product Contro ner NOA No ` ' . 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Fang By F.K Rend BY F.K Re. kr dawn By F.K. NOTES; LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7 /16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PV3. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, Ix 3 . 1 3 .1 x CONFIGURATIONS OPTIONS 1 xl I°1AI UNEQUAL LITES IAl2 UNEQUAL LITES 2 1xi UNEQUAL LITES E. 13/16' I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS sttSHEET4. F. FOR }-3-} "XOX' & "0' CONFIGURATIONS SEE SHEET 5. G. FOR } j'XOX" & "X0* OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO' & "OX' CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL JWS: HEAD & SILL: MAX. 4' FROM CORNERS MAX. 4' & r ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13' SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGIJ PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 0.4 finatonst 3'17707 A REVISE ANCHORAGE NOTE 4 0 1254,1 ADO 73'16' I G. & MOVE GLAZING DETAAS TO SHEET 2 NO CHANCE THIS SHEET 12117712 1070 TECHNOLOGY DRIVE NOKCMS, FL 34277 P 0 BOX , 529 NOKOBVS 51 34214 113C,T V15.617 Bette" NOTES AND TABLE OF CONTENTS nit ALUMINUM_ CASEMENT WINDOW, IMPACT 40 NTS 1 t> 12 l 7045-8 I C NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED as complying with Ibt Fleeid/ Mikan Code Aeceptutx No Eketntin■ llte M P Add C Uhf � t . 7 /a /c)" Iu A. Turner, P. PE 0511201 MechaNgl A..e ar F.K n... er F.K %.ad er. 1/8' ANNEALED GLASS — F-- 1/8' HEAT STRENGTHENED GLASS Ar 3/25/93 Ogle 7/1093 03/25/03 TI stunt 8 Amon Fe 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS it ADO 13/16' f NO CHANGE THIS SHEET 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3" THAT � - f--- STRENGTHENED GLASS 070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMtS FL 34274 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PGT Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT C4 -745 NTS 13/16" 5/16' LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 13/16' I.G. GLAZING DETAIL 2 r 12 7045 -8 .65' NOM. GLASS BITE PRODUCT REVISED es cumpl3ind wick the Florida 0":9..A :Lie pause N. Es ir_IE.a Jele . /r` By kla I coded Control D2 u041 I seas ♦ Turner. P.E. PE •58201 Ma•aMul CENTERLINE 1 1 12" MD-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) T \ 13" MAX. O.C. or.n 3/17A73 325.93 7/10A3 12/17/02 —1 112" 4" MAX. f 4" MAX. A e"d" C REVISE ANCHORAGE o-. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT --- OPENING CHANGE SHEET NO REFERENCES ADD HINGE LOCATION DETAILS ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 0 134' MAX. WIDTH 53" MAX DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD 8. SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. 0.C. 4' MAX. f 4' MAX 30" MAX. -- DAYLIGHT -- OPENING VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) i 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING \ J / 14 1/2" MAX. 0.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX. HEIGHT -- 13" MAX. O.C. -� -� \ / -- -14 1/2" MAX. 0.C. VENT HEAD 8. SP.1 ONLY 37" MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) o. 1070 TECHNOLOGY DRIVE XX" & XOX" ELEVATIONS NOKOMfS. FL 34275 — PO. 80X 1529 � ALUMINUM CASEMENT WINDOW, IM'DAC ' _ NOKOWIS, FL 3 VWbiy Bett r "�" "" "�•"" " c• NTS 3 12 7045 -8 I C k" MAX. DAYLIGHT OPENING 63" MAX HEIGHT PIMDUCT REVISED r c"mplying ulth tIte ibrldA Bolding Code ACecntYAr. No ExActdfoe D-to /� By #---- .. Mtc Plr • •• II . • Sic • " Product Cwtnt 9 /( /O? L c't Turner, P.E "E f ;8201 Me 5 Mlcal SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX, O.C. 4" MAX HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 32" MAX. WIDTH 25" MAX. DAYLIGHT OP NG 65" MAX. DAYLIGHT OPEN ING 14 1/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 13' MAX. O.C. ® DENOTES HINGE LOCATION AT HEAD & SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 — 72' MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ( 4" SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4' MAX. L 14 1/2" MAX. O.C. VENT 4" M�—{ HEAD & SILL ONLY ).•_ 37' MAX. VE NT — 37" MAX, WIDTH 30" MAX. DAYLIGHT OPEN ING 56' MAX. DAYLIGHT OPENING 141 /2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 63' MAX. HEIGHT 30' MAX. 53" MAX. DAYLIGHT OPENING DAYLIGHT OPENING 13' MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13' MAX. O.C. 4' MAX. 60' MAX. WIDTH 53" MAX. DAYLIGHT OPENING � - -1 13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) AX. HT SEE MEETIP!( RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 58" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PROM(? REVISED es cumplyirg ,ci!! the Florida ida BcJj"g Cale Acct,a"ce No Errttue Nte 8 7 M',r 'e Prmluet }h 1, Road er F.x a.e FX ...c sr F.x On. Br F.K. 04u 3/17,03 CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL d HINGE LOCATION NOTES DIM 7/10/0.7 Age 12/17/02 A 8 C oat C_.cA_ BY F.K. REVISE ANCHORAGE 1070 TECHNOL OGY ON$E NOKO.MIS, FL 34275 P, BOX 1528 NCKOM/S, Ft 34274 POT_ l�u,bly 8etter X °, "0' XO" B "OX" ELEVATIONS ram ALUMINUM CASEMENT WINDOW, IMPACT S.tirmr CA -740 NTS Meat 4 " 12 .—. NIL 7045 -8 C , ore 4. Turner, P PE 0 '58205 Mee Irked T. N \ \X I / / O 56" DAYLIGHT [ OPENING - MAX. 63" HEI SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX, O.C. 4" MAX HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 32" MAX. WIDTH 25" MAX. DAYLIGHT OP NG 65" MAX. DAYLIGHT OPEN ING 14 1/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 13' MAX. O.C. ® DENOTES HINGE LOCATION AT HEAD & SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 — 72' MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ( 4" SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4' MAX. L 14 1/2" MAX. O.C. VENT 4" M�—{ HEAD & SILL ONLY ).•_ 37' MAX. VE NT — 37" MAX, WIDTH 30" MAX. DAYLIGHT OPEN ING 56' MAX. DAYLIGHT OPENING 141 /2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 63' MAX. HEIGHT 30' MAX. 53" MAX. DAYLIGHT OPENING DAYLIGHT OPENING 13' MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13' MAX. O.C. 4' MAX. 60' MAX. WIDTH 53" MAX. DAYLIGHT OPENING � - -1 13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) AX. HT SEE MEETIP!( RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 58" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PROM(? REVISED es cumplyirg ,ci!! the Florida ida BcJj"g Cale Acct,a"ce No Errttue Nte 8 7 M',r 'e Prmluet }h 1, Road er F.x a.e FX ...c sr F.x On. Br F.K. 04u 3/17,03 CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL d HINGE LOCATION NOTES DIM 7/10/0.7 Age 12/17/02 A 8 C oat C_.cA_ BY F.K. REVISE ANCHORAGE 1070 TECHNOL OGY ON$E NOKO.MIS, FL 34275 P, BOX 1528 NCKOM/S, Ft 34274 POT_ l�u,bly 8etter X °, "0' XO" B "OX" ELEVATIONS ram ALUMINUM CASEMENT WINDOW, IMPACT S.tirmr CA -740 NTS Meat 4 " 12 .—. NIL 7045 -8 C , ore 4. Turner, P PE 0 '58205 Mee Irked COMPARATIVE ANALYSIS TABLE 1. (BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 ' GLAZING OPTIONS: A 5/18" LAMI 11/8 "A.090,1 /8"HST 13,.5116' LAMTZ178" 45..090.1/8" ii S) / E. 13/16°1CAM1(1 /:" • • • , 1 : iv -" ! "X" WIDTH HEIGHT 26.000 31.000 38.000 ` ..375 43.000 48.000 t 62 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 -83,2 70.0 70.0 70.0 -90.0 -90.0 -81.____ 70.0 70.0 0 B E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 B,E 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90 0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 -79.9 70.0 70.0 -90.0 -75.4 70.0 70.0 -90.0 -72.4 70.0 70.0 -90.0 -69.9 70.0 69.9 40.0 -67.8 70.0 67.8 -90.0 - 68.2 70.0 66.2 -90.0 -65.0 70.0 65.0 -90.0 -83.7 70.0 63.7 26.500 A -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 83.9 -60.0 60.0 -58.5 58.5 -56.2 56.2' -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3' 48.3 B,E -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -57.5 70.0 57.5 -90.0 -54.9 70.0 54.9 -90.0 -51.8 70.0 51.8 -90.0 -48.6 70.0 48.8 -90.0 -45.2 70.0 45.2 -90.0 -42.4 70.0 42.4 -90.0 70.0 -87.8 70.0_ -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.565.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 3744 A -75.0 70.0 -75.0 70.0 -73.7 70.0 ' -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 - 75 - 0 49.9, 70.0 - 4 6.4 - 75.0 46.4 -43.5 43.5 70.0 -41.1 _ -75.0 41.1 -38.8 38.8 70.0 B,E_ -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0_ -75.0 70.0_ -75.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7116" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.0 70.0 COMPARATIVE ANALYSIS TAKE 3.(BASED ON 1/4" TAPCONS OR #14 SCREW TEST REPORTS: FTL-3582' GLAZING OPTION: A' 5116 "UJll (1/8"A.090,1/8 "HS) r "XX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 '';. 50.825 1 ' NEG 54.000 i' 57.000 ■ 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS POS NEG POS NEG POS NEG POS NEG POS' 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 PRODIGY REVISED o compiling vlitli lb. Florida 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 51125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 '•75 0 70.0 -75,0 70.0 , - -72.1 70.0 -69.5 69.5 -67.5 67.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.8 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -83.9 63.9 - 60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 r� !Sliding Code A, : 11 t 01 ,„..'..,-, J2. 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 -58.9 58.9 - 56.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 70.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.8 48.6 -45.2 45.2 -42.4 42.4 68.000 72.000 A A -75.0 -75.0 70.0 -75.0 -75.0 70.0 -15.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 3S.7 a7 , rr:. E t Product Coe 74.000 A -75.0 70.0_ -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1_ -38.6 38.6 TABLE 4 (BASED ON 1 /4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582, FTL 37291 "HS,.090,1 GLAZING OPTION: B. 5116" LAMI (1 /B "HS,.090,1 /8 "HS) E. 13116" LAMI (1 /8 "HS,3/8" SPACE,5116" LAMI-W/ 1 /8 /8"HS ( � - 7, /0 /0 - Luau A. Turner, P E. P [ 955201 ,n1,21 ALL ")X" SIZES UP TO 74.000" WIDE x 83.000" HIGH -75.0 70 01 TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 NOTE: IF USING 3/16' TAPCONS OR TABLE 5.(BASED ON 1/4" GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3116 "HS) #12 SCREWS DESIGN PRESS' IRE FOR "xx• WINDOWS IS LIA;F,ED TO 46.7 P.S.F ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 R.- B" F.K O.t 317/03 R..uv¢ A REVISE TABLES 1 AND 3, GLASS TYPE A �..d PRESSURES- X & XX CONFIG. WINDOWS R. .E Bt F. K D.14. 3¢5/05 Ranson.: Ranson.: a ADO GLASS rYPE E TO TABLES / S 4 x070 TECHNOLOGY DRIVE NOKO.MIS, Ft 34276 , ALUMINUM CASEMENT WINDOW, IMPACT Rom. Br PK .� 7/70/03 �` � C NO CHANGE THIS SHEET P.O. BOX 1529 NOKOMIS, Ft 34274 _ _ _ , V bl7 Serer e. �""'"� �" NTS # 5 " 12 °i''° w. 7045 - 8 c O Bt- r 0... 44 CA.c Br: do. l CA -740 F.K. 12/17,02 COMPARATIVE ANALYSIS TABLE 6. (BASED ON 114" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2.1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5116" IAM1 (1/8 "A,.090,1 /8"H5) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7116" LAMI (3/16"A,.090,3118'HS) E. 13/16" LAMI (1/81HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS.090 1 /8'HS) HEIGHT FTL -3582 I FTL -3729 "0" "XOX" 26. WIDTH WIDTH NEG A -75.0 36.000 72.000 B,E •75.0 C -90.0 A -75.0 37.000 74.000 B E -75.0 C -90.0 A -75.0 39.500 79.000 B E -75.0 C -90.0 A -75.0 42.000 84.000 B,E -75.0 C -90.0 A -75.0 45.000 90.000 B,E -75.0 C -90.0 A -75.0 48.000 98.000 8,E -75.0 C -90.0 A -75.0 50.500 101.000 B E -75.0 C -90.0 A -75.0 53.125 106.375 B,E -75.0 C -90,0 A -75.0 54.000 108.000 B,E -75.0 C -90.0 A -75.0 55.500 111.000 B,E -75.0 C -90.0 A -75.0 B,E -75.0 C -90.0 A -74.2 58.500 117.000 B E -75.0 C -90.0 A -72.9 60.000 120.000 8,E -75.0 C -90.0 57.000 114.000 000 POS 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 -90.0 70.0 - 58.2 58.2 -75.0 70.0 -90.0 70.0 - 57.157.1 -75.0 70.0 -90.0 70.0 - 58.2 56.2 -75,0 70.0 -90.0 70.0 -55.0 55.0 -75.0 70.0 -90.0 70.0 - 53.4 53.4 -75.0 70.0 -90.0 70.0 36.000 NEG POS -75.0 70.0 -75.0 70.0 90.0 70.0 -73.7 70.0 -75.0 70.0 -90.0 70.0 -87.8 67.8 -75.0 70.0 -90.0 70.0 -62,4 62,4 -75.0 70.0 -90.0 70.0 - 58.0 58.0 -75.0 70.0 -90.0 70.0 - 54.3 54.3 -75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70.0 -48.7 48.7 -75.0 70.0 -90.0 70.0 -47.9 47.9 -75.0 70.0 -90.0 70.0 - 48.4 48.4 -75.0 70.0 -90.0 70.0 -44.8 44.8 -75.0 70.0 -90.0 70.0 -43.4 43.4 -75.0 70.0 -90.0 70.0 -42.2 42.2 -75.0 70.0 -90.0 70.0 38.375 43.000 NEG POS NEG POS -70.4 70.0 - 60.4 60.4 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -87.9 67.9 -59.0 -75.0 70.0 -75.0 -90.0 70,0 -90.0 -62.1 62.1 -55.7 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -58.4 58.4 -63.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 54.8 54.6 -59.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -51.1 51.1 -55.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 48.3 48.3 -52.7 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -45.4 45.4 -50.0 -75.0 70.0 -75.0 -90.0 70.0 -88.8 - 44.5 44.5 -49.1 -75.0 70.0 -75.0 -90.0 70.0 -43.3 43.3 -47.5 -75.0 70.0 -75.0 -90.0 70.0 -84.3 -42.1 42.1 -46.2 -75.0 70.0 -75.0 -90.0 70.0 -81.8 -40.9 40.9 -44.8 -75.0 70.0 -75.0 -90.0 70.0 -79.4 -39.7 39.7 -43.5 -75.0 70.0 -75.0 -90.0 70.0 -77.1 -86 .9 48.000 50.625 54.000 57.000 60.000 63.000 NEG P08 NEG POS NEG POS NEG POS NEG POS NEG POS - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 48.4 -43.5 43.5 -41.1 41.1 -38.8 38.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 55.7 -49.8 49.8 - 48.9 46.9 -43.6 43.6 -41,1 41.1 - 38.6 38.6 - 36.5 38.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 63.3 - 58.4 58.4 -53.4 53.4 - 50.0 50.0 - 48.9 46.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 59.3 -53.6 53.8 - 50.9 -47.5 47.5 - 44.7 44.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -78.9 70.0 55.1 -51.4 51.4 - 48.6 48.8 -45.3 45.3 -42.5 42.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 52.7 - 48.7 48.7 - 48.9 48.9 -43.5 43,5 -41.3 41.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 - 66.8 68.8 50.0 - 48.1 46.1 - 44.2 44.2 -42.2 42.2 - 40.1 40.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -78.4 70.0 -71.1 70.0 -68.5 68.5 -63.0 63.0 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -72.5 70.0 -68.4 68.4 -83.6 63.6 -60.1 60.1 48.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 -58.7 58.7 44.8 -41.3 41.3 -40.2 40.2 - 38.7 38.7 -37.6 37.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -69.0 69.0 - 64.9 64.9 - 60.4 60.4 -57.3 57.3 43.5 - 40.4 40.4 -39.2 39.2 -37.8 37.8 - 36.7 36.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 70.0 -87.3 87.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -87.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.8 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 44.3 700 70.0 -41,9 41.9 -75.0 70.0 -75.6 70.0 42.1 -39.7 39.7 70.0 -75.0 70.0 70.0 -69.2 69.2 40.4 ' - 38.4 38.4 70.0 -75.0 70.0 67.3 -64.1 64.1 39.2 -37.1 37.1 70.0 -74.3 70.0 63.5 -60.5 60.5 38.0 - 38.2 38.2 70.0 -72.4 70.0 60.0 -57.3 57.3 37.8 -35.9 35.9 70.0 -71.8 70.0 59.1 - 56.4 58 4 37.2 - 35.4 35.4 70.0 -70.8 70.0 57.5 -54.8 54.8 38.7 -34.8 34.8 70.0 -69.8 69.6 55.9 -53.2 53.2 38.1 - 34.2 :+4.2 70.0 _58.4 68.4 54.5 -51.8 51.8 ."e Br Oa. FIG 3/17/03 Rana Br CLM F.x. 32503 Rend ar Da. FK 7/10103 Dn.n ar oat F.X. 12/17/02 ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH REVISE TABLE G, GLASS TYPES A 8 C aw"L,r B ADO GLASS TYPE E TO TABLE 0 C NO CHANGE THIS SHEET brcid a AND 7070 TECHNOLOGY DRIVE NOKOMIS, FZ 34275 P.O. BOX 1529 NOKOMIS. 61. 34274 If 1 d Visibly Bette. -35.5 35.5 -33.7 53.7 -71.0 70.0 -8 e7 4 -53.0 53.0 -50.0) 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & '1/4- 12 -1/4 XOX" WINDOWS GLAZING OPTION: D. 7116" LAMI (3/16'HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 120.000" WIDE x B TEST REPORT: FTL -3:,80 3.000 "HIliH - 90.GL1 PRE SSURES- 0 & 1/4- 1/2.1/4 XOX CONF!■ WINDOWS ALUMINUM CASEMENT WINDOW, 1M1:PACT Swabs" &_ iv arm,. CA-740 NTS 6 " 12 7045 -8 C X 1 2 O 4 X 0 NOTE. IF USING 3/16 TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED a cwapt)int with the Flatde "v.7R "e Code A :: yuoce No D L. .r.,hg Dale 7 //o /a 3 Lucas A. Taw, P E. F: 058201 IlkK iuJCa: TEST REPORT: FTL-3584 COMPARATIVE ANALYSIS TABLE B. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX` WINDOWS GLAZING OPTION: A. 6/16" LAMI (1/8 "A,.090,1/8 "HS) EIGHT 38.375 43.000 48.000 50.825 54.000 57.000 60.000 63.000 NEG POS` NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS` NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 -64.9 64.9 -62.7 82.7 -60.4 60.4 -75.0 70.0 -75.0 70.0 -68,4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -58,2 562 -53.4 53.4 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -75.0 70.0 -68.4 66.4 -58.2 58.2 -55.6 55.8 -52.8 52.8 -49.4 49,4 -45.9 45.9 -43.1 43,1 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -67.9 87.9 -59.0 59.0 -52.8 52.8. -49.9 49.9 _ - 46.4 48.4 -43.5 43.5 -41.1 41.1 -38.8 38.6 "XO" "X0X' 28.000 31.000 36.000 WIDTH WIDTH NEG POS NEG POS NEG POS 37.000 0 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70,0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 58.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 TABLE 9. (BASED ON 1/4' TAPCONS OR #14 SCREWS) "XO' or "OX" & "1/3- 1I3 -1/3 XOX' WINDOWS REPORTS: FTL-3582, FTL -3729 GLAZING OPTIONS: B. 5/18' LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13116" LAMI (1/81 SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1/8'HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000' HIGH AND ALL "1/3 -1 /3-113 XOX" SIZES UP TO 111.000' WIDE x 83.000' HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4 TAPCONS OR #14 SCREWS) "XO' or "OX' & '1/3- 113.1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL '1/3-113-1/3 XOX' SIZES UP TO 111.000' WIDE x 63.000' HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. OAK 3/17803 bu 32.5,93 wr 1/7093 ArAtianK w.*mc 8 C w.a Br F ,K R..a IN F.K w.rar F.K. F.K. 12/17/02 Grua REVISE TABLE 4 GLASS TYPE A ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Dow ?O70 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. SOX 1529 NOKOMIS. FL 34274 p�� V3ibly Better PRESSURES- XO, OX, & 1 /3.1 /3- 1 /3XOYWINDOWS ALUMINUM CASEMENT WINDOW, IN,PAC7 s..ntar 'Sor r..r a...e "• C CA-740 NTS 7 • 12 70458 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED as corn piy;n& ' ittt tht Florida Suidina C -' !t Acre;198ct Ne Einnotion Psi / ✓ " 7//o /a 3 Lucas A. Turner, P.E. f 958201 Mei-ank* COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS "XOX" VENT FIXED WIDTH WIDTH WIDTH E, 13/16" LAMI (1/8"HS,3/8" SPACE 5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 7 24.000 26.500 30.000 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130, 378 134.000 TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5 /16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1/8 "HS) C. 7/16" LAW (311TA,.090,3/16 "HS) I FTL -3582 FTL -3729 32.000 33.687 34.000 34.791 35.896 36.000 37.000 NEIGH 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 - 60.660.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 - 50.5 50.5 0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -41.6 41.6 -39.2 39.2 -36.9' 36.9 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 46.2 48.2 -43.6 43.6 -41.1 41.1 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44,1 38.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 42.973 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 48.649 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 51.892 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 54.627 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 55.135 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 64.1 64.1 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 56.418 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67,3 -62.5 62.5 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90,0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 J -41.4 41.4 - 40.3 40.3 -38.8 38.8 58.378 B E -75.0 70.0 -75.0 70.0 -75,0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40,4 -39.2 39.2 -37.7 37.7 60.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -84.7 70.0 -79.5 70.0 -73.6 70.0 -47.4 47.4 -45.5 45.5 -42.7 42.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 -61.0 61.0 - 58.4 58.4 -55.7 55.7 -39.3 39.3 -37.3 37.3 -35.5 35,5 -75.0 70.0 -74.6 70.0 -71.0 70.0 - 60.5 60.5 -57.9 57.9 -55.2 55.2 - 38.7 38.7 - 36.9 36.9 -35.0 35.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 -59.2 59.2 -56.5 56.5 -53.8 53.8 -37.7 37.7 -36.2 36.2 - 34.3 34 3 -75.0 70.0 -72.4 70.0 -68.6 68.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 -37.6 37.6 -36.1 36.1 -34.3 34.3 -75.0 70.0 -72.3 70.0 -68.5 68.5 -57.4 57.4_ -54.6 54.6 -51.7 51.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 -73.3 70.0 -71.0 70.0 -67.4 67.4 -55.9 55.9 -53.0 53.0 _ -5J.J 50A -75.0 70.0 -75.0 70.0 -75.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -42.0 42.0 -40.1 40.1 -38.0 38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 - 40.7 40.7 -38.6' 38.8' - 36.6 38.6 75.0 70.0 -75.0 70.0 -73.2 70.0 -64.8 64.8 -61.4 61.4 -58.8 58.8 -39.5 39.5 -37.5 37.5 -.35.7 35.7 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 90.0 70 0 NOTE: IF USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR one 9r 0a. F.K 3/17/03 A Jab' 3/25/03 7/10/03 n+ t>..r 12/17/02 REV SE TABLE 11, GLASS TYPES A & C ADO GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET novae 8, P.K Re. eT F.K. Pr. B Ra.Ya,a "XO" OR "OX' AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. '070 TECHNOLOGY ORIv! NdcC FL 3.2,8 pity P O. BOX 1529 NOKOMIS, FL 34274 I vi,eby Bert, PRESSURES- UNEQUAL CONFIG. XO, 0X & XOX ALUMINUM CASEMENT WINDOW, IMPACT sv..ar" CA -7.0 NTS 8 12 7045 -8 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL UTES PRODUCT REVISED as remphyin8106 the Florists Buidi:B Cult Ac.Cpws,er Vo ..�pirution Date By. lm SI l4 1 N Nde Peodnc! v 9 i F 2r4NE, A 7/0/0 Tumor. P E. F:'201 M d lice ane Br. F.K awr Rene be FX f.K ho.n By F.K Y7 7,03 Dee .*- Do 7/10/03 Doke 12/17/02 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT rte.m" A CMcforlBe Dote NO CHO THIS SHEET C SNOW TOP HINGE a.m.: B ADO 13/16' La GLAZING BEAD ITEM MAX. VENT - + I DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS,, FL M275 P.O. 80X 7528 NOKOMIS. FL M274 CDOO MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX, WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX VViibl, Berne, MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS REFERENCE "XO" & "X0X' FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT II' DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE §HT. 3) HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMP4CT u - 740 NTS 9 . 12 7045 - 8 C REFERENCE XX' FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED compb int with Ik florid* Nadir%rate Accept ■ece N- E 4,14 NU Warn Div( v 7//0 'toner, P.E Pe 054 '01 'rlectar FRAME ASSEMBLY TUBE, MATL: 6063 -T6 Pa* er O.I" FX 3/17/03 w.." er o.r.: F.K 325/03 Fx LN..e Br F.X. "X" FRAME JAMB "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER IL. maw D.," 12/17/02 c ?0.w97 a NO CHANGE THIS SHEET THIS SHEET #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL A REIRSEO FRAME ASS'Y DETAIL SCREW SPACING SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1077 TECHNOLOGY DRIVE NOKO'AIS, Fl. 34275 P oSox!VS NOKOMIS FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER Viably Bean. SASH FRAME TOP OR BOTTOM RAIL PST SASH FRAME SIDE RAIL — 1.159' 2.139' O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 34" 2.854" .062" NOM. 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 70458 L 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A lw" • umw. P E P.1{54'01 Medlar-AI PRODDCT REVISED n co:apaing xilk Mt Florid* Doidio1 Code Ace - yin No F 'ratios L `7 /o, /c- 3 ITEM DWG 0 PGT. 0 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X 750 QUAD PN SMS BO 7005A FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1 155 781PQA 48 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LO.) 86 13/16" LG. GLASS (I/EHS }B "AIR SPACE5/16'LAM1) 5/16' LAMI (211TES OF I /8"HS GLASS WITH AN 090 INNER LAYER - SOLUTLA OR DUPONT PVB PARTS LIST ITEM 1 2 3 4 6 7 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG 0 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7031 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. 0 78IPQA 781 PQA 67017K 78X78PPSMS 7858ZA 710x1217 6TP247 6163K 61635K 60976 78xl2PSTWB 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME • HEAD, SILL & IAMBS 48 X 1 QUAD PH SMS FRAME CORNER KEY IR•X I2"XL/8" CLOSED-CELL FOAM TAPE SASH • TOP, BOTTOM & SIDE RAILS 48 X f QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POET LOCK LOCK SUPPORT PLATE 410-24 X 562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H 88 X 875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & RH.) 48 X Sir FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ON HANDLE 12' HINGE (HEAVY DUTY) 410X.500 PH. PFH_ 5/16' LAMINATED (1/8A k ! /8HS GLASS) .090 INNER LAYER - SOLUI1A OR DUPONT PVB 5/16' LAMINATED (1/8HS & 1 /8HS GLASS) .090 LNNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3116A & 3/16HS GLASS) .090 0 04ER LAYER • SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16HS & 3 /16HS GLASS) 090 INNER LAYER • SOLUTLA OR DUPONT PVB GLAZING BEAD (5/161 GLAZING BEAD (7/161 VINYL BULB wSTP (THICK) SILICONE • DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CLIP 88 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE 412 X I" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP .ON T- HANDLE KNOB FOLDING HANDLE 706" IJ .050" - C r' .865" 0 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 523 " 050" .865" ®7/16" GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040" • 1.000" I .423' - --+ F (1 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 H -.172' .870" .050" . 569" 65 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 - ""1 1.124' .125" 1'71 2.701" 1 .093" CASEMENT FRAME ASSEMBLY TU45E MAIL: 6063 -T6 DWG# 7004A 993' 289" 040" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 PRODUCT REVISED as complying Kith We F1411da Raiding Cade A : R. A.4 tie Ereiralioe :,ale By dhisi M.nel R...e e, FIG Rand Ifir F.K NO CHG THIS SHEET ADO 13/78.1. G. GLASS d GLAZING BEAD Rend e, F K. Care a, F.K o.rr 3// 7N3 Dar_ .32503 PAN: 7 /1OV3 AM' 4..r.ou A n..mr 8 ChW.d 5r NO CHANGE THIS SHEET Sew •070 TECHNOLOGY ORNE NOKO.NIS. FL 34273 P.0 BOX '529 NOKOM?S. FL 34274 PST V/, b&y Berm PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMF -ACT s..r wdr CA - 740 sue,. NTS a,.r 11 " 12 7045 -8 urns A Turner, P.E. PE 45"201 Mecr,4,4.41 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) — 1/4 " MAX. SHIM —1 n _ #12 OR #14 SCREWS NOTES: 11/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. a"" er o„" ra.;.a,r FK. 3/17,V3 A ADDED 914 SCREW OPTION 325,03 9 NO CHANGE THIS SHEET 5s 7/1pW a": 12117/02 n•.me C a.a...f ey MO CHANGE THIS SHEET APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE3) 1/4" MAX. SH 3/16' OR 1/4" TAPC9 (SEE NOTE 1 BELOW AND SHEET 1, NQTE 4) 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11/4" EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2' THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) fOro 7ECHNIX DRIVE NOKOMIS, BOX F1 42 3 P.O BOX 1523/ 29 NOKOMIS. Ft 5427" Visibly Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) -- 1/4" MAX. SHIM I r #12 OR #14 SCREWS r7 i 11/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2' OR MORE THICK ANCHORAGE DETA /LS APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM- - 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Ir— NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT S.4fl S t s.." I L .t av,.b CA -740 NTS 12 • 12 7045 -8 C —.-1 1 1 /4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2' THICK PRODUC? REVISED as complying nab the Florida Bidding Code Ae r 1 .e No ,r ea ^c�aGoa OUe !IV_ .i et Br 1...�� MLI . / 11 rrflatrel Coatis . L r01 _Z. `74o4 3 Luo"" 4. Tumor, P.E. Pr- M58' 01 Mschar ai BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA S 0 MI &MI -11.ME COUNT", FLORIDA METR7 DADE FLACLEF BUILDING 40 WEST FLACLER STREET, SiJITE 160 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the high Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI ., APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact , LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERN1INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. TM NOA No 03.1103.01 Expiration Date: February 19, 2009 'Approval Date: February 19, 2004 Page 1 PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Fenestration Testing Laboratory, Joseph Chan, P.E. 2. Laboratory compliance letter for Fenestration Testing Laboratory, Joseph Chan, P.E. Test Report no. FTL -3835, issued by Inc., dated 08/25/03, signed r.nd Sealed by Test Report no. FTL -3850, issued by Inc., dated 08/21/03, signed and sealed by G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16' HEA1 STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1116" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7/16" LAMINATED GLASS WHICH SAFLEX IS O R ED F LITESM OF 3 /16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 MIAMI -DADE COUNTY). OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAM1 -DADE COUNTY. RANGED 8 UNIT RA G FROM CORNERS E: OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, 0 & E)E HEAD & MAX: 11" O.C. JAMBS: - ® MAX. 8 1/2' FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2' LG, NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5' O.C. 5, INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2' FROM CORNERS MAX. 11" O.C. JAMBS: ® MAX. 8 1/2' FROM CORNERS MAX. 11" O,C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL-3835 & FTL -3850 O "r Oar Oar 12/15/i3 0.Ir 7/14/03 A bb. "r.9rar pair ware r Reno 9r F.K bawl er REDUCE ANCHOR SPACING Oar. 1070 TECHNOLOGY ORI NOKOMIS. FL 31275 P.O. BOX 1529 NOKOMIS, FL 34274 Pid r_ Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, 1MPAG1 P -701 NTS 1 " 10 4259 -4 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES . 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES PARTS LIST 9 9 & 10 ANCHORAGE Aylmd Rr 6� rp Dlt »iI.1P1 Robert 1- Clark P.E. Pc 939712 Stru.Nral Po. Br w.w F.K Ors. B F.K. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS o.* Oslo OUTSIDE 12/15/03 owe. 7/14/03 0 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Immaar A NO CHANGE THIS SHEET Grace Br O.Y' 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16' NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 3/16' HEAT STRENGTHENED GLASS OUTSIDE f07 NOKMIFL 3427S NO TECHNOLOGY 378 P.O. BOX 1529 NOKOMIS, Fi 34274 Visibly Better GLAZING DETAILS r s 1 1/16" LAM1 GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT s+.e a..+r w n PW.701 NTS 2 r 10 4259 -4 urr R -4,1'- Galt P.E. PE 9'9712 Skwiurel Ferad By aw ad By F.PC D."n By F.X. HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT, FAN MAX. SIZE = 96" X 47' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96' X 48' OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E Revedonst- qe O.* 12/15/C3 ak 7/14 /03 Revisions. Chocked 9y NO CHANGE THIS SHEET Ce FULL CIRCLE MAX. SIZE = 60' DA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48' MAX. , 070 TECHNOLOGY DRIVE NOKQM1S. FL 39275 P. BOX 1329 NOXOMIS, Ft. 34279 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. — 92 .1/4" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. Visibly Better' ELLIPTICAL MAX. SIZE = 98" X 47' OR MAX. AREA = 31.99 SQ. FT. DeersOarc 44 1/4" MAX. DLO FLANGED ELEVATIONS QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48' X y6' OR MAX. AREA = 31.9P SO FT. ALUMINUM PICTURE WINDOW, IMPACT PW -701 NTS 3 s 10 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Clark P E. FE 939712 SRUW,rel Rend F,X. 011. ay F.K. HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Oder ...6x: 12/15/03 a 7/ 7/14/03 1L. A NO CHANGE THIS SHEET C* *.d Br al "• FULL CIRCLE MAX. SIZE = 60' DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48' MAX. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE F NOKOMIS. FL 34275 P.0 BOX 1529 NOKOMIS. FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. 1 T Visibly Setter 5 a tO " PW -701 ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. MAX. DLO INTEGRAL FIN ELEVATIONS NTS QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. s . 4 d 10 TRAPEZOID MAX. SIZE = 48 X da" OR MAX. AREA = 31 9`1 S') FT. ALUMINUM PICTURE WINDOW, IMPACT 4259-4 AR MAX. SIZE = 48 "X96' OR MAX. AREA = 30.28 SQ. FT. Bohan L. Clark 5 E. PE *39712 Structural COMPARATIVE ANALYSIS TABLE 1. A 7116" LAMINATED GLASS (3/16 "A, .090, 3 /16HSf FTL -3835 WIDTH :. GLASS TYPE: I# 7/16" LAMINATED GLASS (3/16 "HS, .090, 3 /16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116H8, .090, 3/16" HS) FTL -3850 WINDOW WINDOW HEIGHT 28.500 , b 34.000 39.500 45,000 46.500 48,000 A &C 80.0 -80,0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80,0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9.698 • • 13.441 15.313 15.823 16. 54.500 A &C 80.0 -80.0 80.0 8 -80.0 80.0 -80.0 76.7 -76.7 74.0 -75.2 74.0 -74.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 12. 68 14.950 17. 17.599 18.167 A &C 80.0 -80.0 80.0 -80.0 74.0 •74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 l 80.0 -80.0 80.0 -80.0 80.0 -80.0 80,0 -80.0 AREA SQ.FT. 11.875 14.167 16.458 18.750 19.375 20. 65.500 A &C . 80.0 -80.0 80.0 -80.0 68.5 -68.5 63.5 -63.5 61.3 -62.3 61.3 -61.3 -80.0 80.0 -80.0 80.0 -80.0 80,0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 1 •.7 20.469 21.151 21.833 71.000 A &C 80,0 -80.0 79.4 -79.4 63.7 63.7 57.9 1 - 57.9 56.1 - 57.1 56.1 -56.1 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT, 14.052 16.764 19.476 22. 88 22. 27 23. •67 16.504 &C 80.0 -80.0 76.8 -76.8 59,7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 B &D 80.0 ` -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 A AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 -80.0 74.1 -74.1 56.5 1 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT, 16.229 19.361 - X2.493 25. 25 26.47 27.333 87.500 A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 1 B & D 80.0 -80.0 80.0 -80,0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 1 18 2..•6 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 69.1 -69.1 51.4 l -51.4 42.5 -42.5 40,7 I -41.0 40.7 -40.7 B &D 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 79.4 -79.4 AREA S . FT, 18.406 21.958 25.310 29.063 30. 31 31. 00 96.000 A &C 80.0 -80,0 68.8 -68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -3P.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.6 -76.6 AREA SQ.FT. 19.000 22. 67 26. 33 30.000 31. .00 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114' TAPCONS. DESIGN PRESSURES A.2c ,141,TCD TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RFqTANGUI AR SI7F IN TART E 1 WHICH THFIR OVFRAI L WIDTH AID HFIGHT DIMFNS ONS COMM FTFLY IT WITHIN PG'1_" FLANGED UNIT DESIGN PRESSURCC ALUMINUM PICTURE WINDOW, IMPACT 49.000 60.000 B &D 80.0 -80.0 80.0 -80.0 B &D 80.0 e R.... a5 F.K F.X. 0.W /2/1593 7/14/03 CMS.a Ely 0 * B &D 80.0 -80.0 80.0 A CHANGE NOTE f ANCHORING WITH 112 SCREWS 1070 TECHNOLOGY DRIVE NOKCMIS, R 34275 5.0 BOA , 529 NCKONIS, FL 34274 Visibly Set ter'""'"`""' PW -701 NTS 5 • 10 4259-4 Moab ar. IGl :Ka ffir:. �a /7/ Robert L. Clark P.E rE 539712 Str4cturel COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3 /16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) FTL -3850 WINDOW WIDTH WINDOW HEIGHT 28.500 34.000 39.500 45.000 48.500 48.000 71.000 A &C 80.0 -80.0 75.3 B &D 80.0 -80.0 80.0 AREA SQ.FT. 14.152 16. -75.3 -80.0 64 49.000 A &C 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 54.500 A &C 80.0 -80.0 80.0 -80.0 B &D 80,0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 12.868 60.000 A &C 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 11.875 14.167 76.500 A &C 80.0 -80.0 72.6 I -72.6 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 82.000 AREA SQ.FT. A &C 80.0 1 -80.0 69.4 -69.4 B &D 80.0 -80.0 80.0 -80.0 16. 29 19.361 87.500 I A &C 80.0 -80.0 66.4 -66.4 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17318 20. 60 AREA SQ.FT. 19.000 22.667 80.0 -80.0 80.0 -80.0 78.9 1 -78.9 80.0 -80.0 14. 50 72.2 -72.2 80.0 -80.0 X458 65.5 -65.5 80.0 -80.0 17.967 65.500 A &C 80.0 -80.0 78.9 -78.9 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 93.000 AREA SQ.FT. A &C 80.0 -80.0 65.0 1 -65.0 B &D 80.0 -80.0 80.0 I -80.0 18.406 21.958 - 96.000 A &C 80.0 -80.0 63.9 1 -63.9 B &D 80.0 1 -80,0 80.0 1 -80.0 80.0 1 -80.0 24.002 48.9 -48.9 80.0 -80.0 25.510 80.0 -80.0 80.0 -80.0 15. 13 74.3 -74.3 80.0 -80.0 61.1 -61.1 80.0 -80.0 19.476 57.1 -57.1 53.8 -53.8 80.0 -80.0 22.493 51.0 -51.0 56.4 -56.4 80.0 -80.0 22. 86 80.0 -80.0 20.984 80.0 -80.0 27.344 41.2 -41.2 80.0 -80.0 29.063 48.0 80.0 -48.0 -80.0 26.333 17.031 67.8 18 50 -67.8 80.0 -80.0 61.7 -61.7 80.0 -80.0 20.469 54.6 - 55.5 54.6 -54.6 80.0 -80.0 80.0 -80.0 22.927 23. 67 51.5 -51.5 80.0 -80.0 23.906 47.2 -47.2 80.0 -80.0 25.625 42.6 -42.6 40.2 -40.2 80.0 -80.0 30.000 79.4 -80.0 79.4 -79.4 80.0 -80.0 80.0 -80.0 15.823 71.9 -73.1 80.0 -80.0 17.599 65.0 -66.4 80.0 -80.0 80.0 16.333 71.9 -71.9 80.0 -80.0 18. 67 65.0 -65.0 -80.0 19.375 20.000 59.6 -60.7 59.6 I -59.6 80.0 -80.0 80.0 -80.0 21.151 21.833 43.1 -42.7 43.1 -43.1 51.0 -51.3 51.0 -51.0 80.0 -80.0 80.0 -80.0 24.703 25.500 46.6 - 46.9 46.6 80.0 -80.0 80.0 26.479 27.333 -46.6 -80.0 80.0 -80.0 80.0 -80.0 28.55 29.167 40.4 -40.2 40.4 -40,4 79.7 -79,7 76.0 -76.0 30.031 31.000 39.0 -38.9 39.0 -39.0 76.9 -76.9 73.1 -73.1 31.000 32.000 NOTES: 1, TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES AkE LhrI ED TO +1 -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN the w.ai BF D.Y F.K 12/1503 F.K. 7/14/03 A CHANGE NOTE 1 ANCHORING WITH 4/12 SCREWS 07. TECHNOLOGY FL 3 4 7 P T NOKOM7 FL 31211 p v a sox ,ua NOKOMIS; Vsibfy Better INTEGRAL FIN UNIT DESIGN PRESSJr'E,3 ALUMINUM PICTURE WINDOW, IMP/CT Pw -7o1 NTS 6 > 10 ry +..a rr 4259 -4 A .w Y Aipp,w.d•a. 1 0 1 : 6 10 1 IL11 %Y .Y.ml.l.fr• _ Clark P.E PE #19712 P •uc9ual 4 r 1 1 00 0000 2.784' Rik 0 0 O Rend Dr Der Rend ar O.w: F.K 12/+5V3 Draw, er aea F.K. 7/14103 Re A NO CHANGE THIS SHEET c_odBr. oats: SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT OUTSIDE ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784' `i VERTICAL SECTION (FLANGE FRAME) b TEOHNc VE SECTIONS & CORNER ASS'Y, FLANGED NOKOMIS, FL L 3427, x27$ P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMP,,CT devIptbs NOKOM /S, a x27 f Visib Bet te7' '"ei°`"' NTS : 7 10 42594 PW -701 INSIDE AI dr / FA.t 6. Clark P. E. PE AJ9712 S.Newal NO CHANGE MIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOM18, F1 34274 Visibly Be tte 2.784' MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG O ENTIRE O JOINT � II II OUTSIDE WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784' -- LJ ALUMINUM PICTURE WINDOW, IMPACT SrW S,Y. Jrnolp PW -70 -7o, 8 /o INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN rt 4259 -4T A F i .. Clark, P.E. PE tJ9713 :.,nk.ral ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 Ravi, Flr der Rw.e ar Re.se Dr F.K a.. sr F.K. DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4282 �.a cee. 12/15/03 7/ 14/03 A rn «M4 9r PART # 64256 64253 781 PQX 64255 64254 6TP247 64282 .970' - I ITEM 10, DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1116" LAMI I.G. GLASS 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3118" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS; 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346" -- F — I 050' 1 .975' .975' .050" — ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 MAT'L: 606345 DWG NO. 4255 DWG NO. 4254 NO CHANGE THIS SHEET 0s P.0 eox 1529 NOKO.MIS, F1.34274 1.875" Visibly Bet te' 2.784' 2.784" ITEM 2, FLANGED FRAME MAT'L: 606345 DWG NO. 4253 070 TECHNOLOGY DRIVE!'" T . EX PROFILES & PARTS LIST NoKaMIS,a342TE _ ALUMfNUM PICTURE WINDOW, (MATT Pw -70+ NTS 9 d 10 4259 -4 ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A A 2.500' 1 NOTES: w..d e 0.14. tw.d ey nand sy K. 4 16 bbi .130" DIA. MIN. x21/2" NAIL, _ AT CORNERS AND 5" O.C. 0.� 17/15/0 • CONCRETE nm� Re Orb t A WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CHANGE NOTE I AND FASTENER SPACING On.. Oy D.s Ch. /.15A D.,y; FK 7/14/03 1/4" MAX. r SHIM T 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. (SEE NOTE 1) 1 /4" MAX. SHIM 11/4' MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) 1 1/2" MIN, EMBEDMENT f INTEGRAL FIN DETAIL B 1070 TECHNOLOGY DRIVE p NOKOMIS. FL 34275 P.O. 9O.5 1529 NOKOMIS. FL 34274 2x WOOD BUCK #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 r4' MAX. r SHIM T 2x WOOD BUCK (SEE NOTE 2) (SEE NOTE 2) 11/4' MIN;-'. EMBEDMENT. SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. (SEE NOTE 1) 114' MAX. SHIM 1x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY A i , # HED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHF.F'.c OR AS APPROVED BY BUILDING OFFICIAL. T ANCHORAGE - HEAD, SILL AND JAMJ.i ■— ALUMINUM PICTURE WINDOW, IMP/CT Visibly Bettor ' 0; 15 °' Pwao1 N TS 1 0 10 4259 -4 — � A #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 1/4" MAX, r SHIM T MARK DESCRIPTION WIDTH HEIGHT TRIB AREA PRESS POS.URE I P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. 1 CASEMENT IMP. 37.000 50.000 12.85 56.44 -61.30 INT (4) 03- 0611.02 2 CASEMENT IMP. 37.000 50.000 12.85 56.44 -61.30 -61.35 -62.03 INT (4) INT (4) INT (4) INT (4) INT (4) 03- 0611.02 03- 1105.01 03- 1105.01 03- 1105.01 03- 1105.01 3 FIXED IMP. 24.000 76.000 12.67 56.49 4 AXED IMP. 20.000 76.000 10.56 57.17 5 FIXED IMP. 20.000 76.000 10.56 57.17 -62.03 -6203 6 FIXED IMP. 20.000 76.000 10.56 57.17 7 FIXED IMP. 24.000 76.000 12.67 56.49 -61.35 INT (4) 03- 1105.01 8 CASEMENT IMP. 53.000 56.000 20.61 54.68 -59.54 -59.54 -71.43 -61.30 INT (4) INT (4) END (5) INT (4) 03- 0611.02 03- 0611.02 03- 0611.02 03- 0611.02 9 CASEMENT IMP. 53.000 56.000 20.61 54.68 10 CASEMENT IMP. 53.000 56.000 20.61 54,68 11 CASEMENT IMP, 37.000 50.000 12.85 56.44 12 CASEMENT IMP. 37.000 50.000 1285 56.44 -61.30 -59.76 INT (4) INT (4) 03- 0611.02 03- 0611.02 13 CASEMENT IMP. 56.000 50.000 19.44 54,90 14 ROUND FIXED IMP. 20.000 20.000 2.78 57.37 -62.23 -59,76 -74.95 INT (4) INT (4) END (5) 02- 0826.03 03- 0611.02 03- 0611.02 15 CASEMENT IMP. 56.000 50.000 19.44 54.90 16 CASEMENT IMP. 37.000 50.000 1285 56.44 17 CASEMENT IMP, 37.000 38.000 9.76 57.37 -62.23 -61,30 INT (4) INT (4) 03- 0611.02 03-0611.02 18 CASEMENT IMP. 37.000 50.000 12.85 56.44 CASEMENT IMP. 2 37 X 50 12.85 SQ.FT. +56.44 -61.30 No:03- 0611.02 CL. EXISTING EGRES CASEMENT IMP. 37 X 50 12.85 SQ.FT. +56.44 -61.30 N o:03 -061 1.02 SECOND FLOOR PLAN BEDROOM EXISTING CASEMENT IMP. 37 X 50 12.85 SQ.FT. +56.44 -61.30 No:03- 0611.02 FIRST FLOOR PLAN CASEMENT IMP 13 56X50 19.44 SQ.FT. +54.90 -59.76 No:03- 0611.02 KITCHEN EXISTING GLASS BLOCK EXISTING J BEDROOM EGRESS EXISTING FRONT DOOR CASEMENT IMP. 37 X 50 12.85 SQ.FT. +56.44 -61.30 No:03- 0611.02 BATHROOM CASEMENT IMP. 37 X 38 9.76 SQ.FT. +57.37 -62.23 No:03- 0611.02 CL. EXISTING FIXED IMP. 24 X 76 12.67 SQ.FT. +56.49 -61.35 No:03- 1105.01 1 DINING ROOM 1 1 14 ROUND FIXED IMP. 15 CASEMENT IMP. 20X20 56X50 278 SQ.FT. 19.44 SQ.FT. +57.37 +54.90 -62.23 -59.76 No:02- 0826.03 No:03- 0611.02 LIVING ROOM MULLION 76" HEIGHT No:01- 0828.03 FIXED IMP. 20 X 76 10.56 SQ.FT. +57,17 -62.03 No:03- 1105.01 BATHROOM BEDROOM EGRESS EXISTING FIXED IMP. 24 X 76 12.67 SQ.FT. +56.49 -61.35 No:03- 1105.01 CASEMENT IMP. 37 X 50 12.85 SQ.FT. +56.44 -74.95 No:03- 0611.02 CASEMENT IMP. EXISTING 37X50 12.85 SQ.FT. +56.44 -61.30 1 i No:03- 0611.02 1 EXISTING FLORIDA ROOM MUILLION 1 X 4 X 56 No:041-0528.04 I ; ) CASEMENT IMP. 53X56 20.61 SQ.FT. +54.68 -59.54 No:03- 0611.02 EXISTING CASEMENT IMP. 53X56 20.61 SQ.FT. +54.68 -71.43 No:03- 0611.02 GENERAL NOTES •TWO STORY STRUCTURE ( 20 FEET MEAN ROOF HEIGHT ). •EXPOSURE C. .146 M.P.H. WIND VELOCITY. •K.D.= 1.0 •FBC 2004. •ASCE 7 -02 WIND CODE. •BASED ON TRIBUTARY AREA AS SHOWN. •CONTRACTOR TO VERIFY DIMENSIONS. • FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS THE MIN. CLEAR HEIGHT REQUIRED IS: 24 ", AND A MIN. CLEAR OPENING OF 5.7 SQ.FT. SCOPE OF WORK •ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 03-0611.02 •ALUMINUM FIXED WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 03- 1105.01 •ALUMINUM ROUND FIXED WINDOW - IMPACT RESISTANT. BY GOPI GLASS SALES & SERVICES CORP. • ACCEPTANCE #: 02- 0826.03 •ALUMINUM TUBE MULLION - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 04- 0528.04 •ALUMINUM BAY WINDOW CLIPPED MULLION - IMPACT RESISTANT. BY KD WINDOWS, INC. ACCEPTANCE #: 01- 0828.03 '< CG- I - 10 0 � ItlTTtl Shoro3 APPROVED by OAT1; LONIW3 DEPT BLDG DEPT SUBJECT TO COMPI JANc 1 MALL F 1, S TATE AND COUNTY RULES AND REGULATIONS FCMEMEI JUN 23 206 BY:�`! WINDLOAD PRESSURE TABLE FOR WINDOWS rorAL Sq.Ft.= 247.37 CONTENT WINDOWS REPLACEMENT W V Z W N W 0 Q Z 0 5 Q DA's. 06/15/5 DRAWN BY. RAJ SCA,E: '.. SHEET 1340 I c83� 97S�cB3 r ! 'I I r HEADER -CLG. 0 MOUNTED SCALE. HALF SIZE TYPE 1 rl • 055 t2 • 076 10/06 /99 15:16 282 292 TYPE 2 EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE SCALE HALF SIZE 0 HEADER WALL MOUNTED rt . OSS 02 • 076 r3 • 097 052- H O 0 TYP. SLATS as ADAPTER SLAT SCALE HALF SIZE SCALE HALF SIZE GENERAL NOTES: 1 HIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN T ACC ACC CE 'eITH THE SOUTH FLORIOA 3uILOING COOE. EDITION, 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL dE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH OTHER STRuCTuRES T ES S°ALL BERE ERE C S AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIQNS SHALL aE 6063 -T6 ALUMINUM ALLOY, U 0 N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE 30T TOM ENO OF THE OCKING CENTERHATE AS FOLLOWS A.E. MASON LTD. CI 1• NtAMI, FLORID : MtAMt -OAOE COUNTY f ItUUuC. r CONTROL APPROVED 5 ALL BOLTS ANO WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MIN Fy 33 KSI PCP RIVETS SHALL BE 3/16'41 505.2 ALUM ALLOY 5 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18- OF CENTER (VERT 1. H PR se LOCKED TO PROVIDE 7 THE DE TAILS ANO SPECIFKATIONS SHOWN HEREIN REPRESENT ST AT I C OO R C PR ESSU T RE IN OIN O HPACT NAN(EIC/ HOMNIQACE COUNTY PROTOCOLS PA 201. 202. ANO 203, AOE DESIGN IS SASE() ON CONSTRUCTION TESTING CORPORATION (C TO TEST REPORT No. 96 -024 ANO 96 -037. 9 TOP [DETAILS HAY ALSO BE USED AS SILLS. 10.FLOOR TRACKS MAY SE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -iN ANCHORS u THE P(RM$T HCLOER SHALL VERIFY THE ADEQUACY OF THE LOADS ANO TO C VERIFY O ALL OIHENSIQNS AT THE BEFORE COMMENCING w11H THE WC1RK. E 108 SITE 12 ANCHORS SHALL BE INSTALLED 0 ACCORDANCE WITH MANUF ACTURER'S RECOMMENOAIION% EMBEDMENT FISHNALL E S AS NOTE° ANO 00 NOT IN CluoE STUCCO OR OTHER ISHE S 0 'I 0 NI r 0 4 0 2 MIN - 5' MAX ANGLE - SCALE HALF SIZE 1 SCALE HALF SIZE 0 040 394 r7 •.055 r2 • 075 r3 . 125 SCALE: HALF SIZE 2. 775 2 586 4600 HOLE 250 949 1 391 1991 955 517 1 0 227J e a 080 9 376! 4881 400 STAwtESS STEEL ASSEMBL NYLON WHEEL RIVE w PLACE 1.100 1,j-• 251 1 r• ROLLER ASSEMBLY 7 ILO .MAX r2- (Tva•2) j rr TOP 1940 os75�o I 91. 2 �. 0. 60O It :' )I I , �0 325620, 1 9 4 0 241 BUILD -OUT WALL HEADER O O 0 f 9 �• INSERT SCALE. HALF SIZE X270 MAX 700 0 L • r•-It O 0 - t 097 N O 190 375 i 1 01 O O 095J 1 442• 942 '559 ? '01 • • 0 0 SCALE FULL SIZE N SCALE :HALF SIZE 2.795 165 1.0. 285 0.0 c--J 060 1 1 � 060 1 115 2.420 r1 ..055 r2 • 016 1.3 • 097 SILL -WALL 3o MOUNTED 0 ADJ. SILL -TOP SCALE: HALF SIZE 2.984 38 U g CENTER MATE 1 10 CENTER MATE 2 SCALE, HALF SIZE 060 345 ! 3l_-4 1 88 14 LOCKING ARM SCALE. HALF SIZE I/O. THICK STAINLESS STEEL n 230 MAX 1_1(20 MA X BOTTOM CARRIER BUSHINGS 0 0 2,1 �1 11, } 1 685 I 1465 ` 600. i n 1 SOOJ �� 1 r fl SCALE HALF SIZE 3 245 3 049 157. 1 350" I 500' 15 LOCKING CLIP SCALE: HALF SIZE t1• 250 969 1391 1.991 CENTER MATE 1 941 W/ LOCKING ROD SCALE. HALF SIZE • 530; I r t2 -4 NH 4a 375 I 1843 r 1 • OSS 12 • 076 WALKOVER SILL 16 FLOOR MOUNTED SCALE HALF SIZE 4-186 8 O 0 055 -♦ I1YP1 II P —4 1533 ADJ. SILL -BAT. SCALE HALF SIZE 0 r . 150 '_ 315' R LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE HALF SIZE 0315 m 360:13 550 095J 442 942 i 1559 2 101 CENTER MATE 2 W/ LOCKING ROD SCALE HALF SIZE 2 110 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE APPROVED AS COMPLYING 'WTH THE SOUTH aORIOA BUILDING COOE DAT Q r / Z J 7Oc30 B Y .� JJ/ i PRODUCT CO O1 DIMS :ON BUILDING CODE COMPt :ANCE OFFICE trCCPT.'IttCE No. .. G. Z4. 07 I 1 250 1 90° END SLAT SCALE 050 025- HALF SIZE 1 250 985 i 4001 050 FLAT END SLAT aI � SCALE HALF SIZE 3465 51010 3.257 0 505' R 04 J `•1 CJ I p U dl 5 0 Z z 0 •I Q 7_UI� 12 IC ilt z r U z i } ., X 01 0 1 0 = N U7 N $ • I u U v3= Qw $ 3 ! w w 3 N Z N N Y w T � u - U w S m U L1 - Y ' �w ° Z >� .. 1 w LL- • j i o U NN g I r L : Wo z mITe O Y .- u I aximmossesswaso ( 0 41.44. IL ar ...m9 na. 07/23/961 i aravn DM 1 C J tale As NO1E0J L ae coqn 1( c n.U.41 D r� v ox v,x 99 -813 J .. sneer 1 0T 6 z K 3 . z 3 . N 10/06/99 15:16 VARIES . NO LIMIT 2- / 1 SINGLE ARM LOCK SINGLE ARM LOCK OTTOM TRACK N r S. TYPICAL ELEVATION -- SNGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHutTER LOCK MAY 3( ;NS TALLEO ON NSIOE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF S TER LOCK NAY 3E 'NSTALLED ON NSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL DRILL S /S - • HOLE FRO BOTTOM OF EX TRUSIO N BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP ) PLAN VIEW L___ LOCKING MECHANISM CAN BE (3) 'le ABOVE OR BELOW CENTER ISEE NOTE 51 (GOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE S NGLE ARIA LOCK) OPTIONAL CLOSER HANDLE 3/c MIN . . 1.1/2 MAX SCALE 3 - . 1'. 3 JOINT BETWEEN REMOVABLE ANO FIxCD SILL - . 1 . 1/5 .6yUM ANGLE.'wl/ 3/ POP R ivETS (d) 5 QC PLAN vlEw REMOVABLE FLOOR TRACK DETAIL SECTION FASTENER A 2C O.C, (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (TYP L0 ASSEMBL FA STENER CA 24- O.C ISEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR). ITYP 1 OP TI9NAL ACCESS HO LE EXIST■NG STRUCTURE FASTENER TYPE L' SEE SEC TIONMONSHEET ) FOR COMPLETE INFORMATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK HAY BE NSTALLED ON INSIOE OR OuTS10E OF SHUTTER t) tl 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SMUT TER LOCK MAY 3E 'NSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 51. DISTANCE TO QE MEASUREO FROM SACK OF SHUTTER BLADE OA FROM MANOLE WHEN MOUNTED INSIDC. I1S CLOSURE HIN r+OLE W/ TYPICAL PLAN VIEW SCALE. )- . P -0" .—MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED F ROM BACK OF SMUT TER BLADE OR FROM HANOLE WHEN ?OUNtEO INSIDE. NSIDE CLOSURE T - HA W / SHIM OPTIONAL PLAN VIEW SCALE r • r.o' SCALE. 3 • 1 .o' USED WITH PIECES 8 AN00 LOCKING PIN FASTENER 24 O C ISLE ANCHOR SCHEOUIE FOR ANY ACCEPTABLE ANCHOR). 0 ITYP I ExISTING7 GLASS ��J��J 6 -1/2 FASTENER 24 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .1111 O � TYPI 6 -1/2 2 - MIN 2 - MIN. CARRIER 3USHING 12 7/16" 0.0 x 0 LONG NYLON TOP BUSHING 12 110. 2 SMS. MANUFACTURED FROM ALIGHT OR )B -3 STAINLESS STEEL 'A/ XYLAN 5200 FLUOROCARBON COATING 1. L60 *'050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP I. BOTTOM) *10 s 3" 5MS. MANUFACTURED FROM 16IOHT STAINLESS STEEL W/ XYLAN 5200 FLUCROCAR0ON COATING o. .660 - 0 ■ 050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP 1. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY APPROVED AS COMPLYING ''MTH THE SOUTH FLORIDA BUILDING CODE DAT • AZ? d 2r 20/ PRODUCT C+• DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 29 3/3" 00.. 0.90" LONG NYLON BOTTOM GUSHING SCALE. HALF SIZE O Z KNEZ P110FESSION FL L■C PF Y r -I =n . •sol- �!:lo =L!�..___I L., L_. ci z W 0 4 u us ss W 8 I INEEN No 83 1995 /23/96 ,sa01L0�I j1 UY•�•nQ n0 ) 99 -81 j sneer 2 of 6 SECTION ap., TOP TRACK. J LOCKING ALT. LOCATION MECHANISM OF 1 AT SIOE ■ 1 z K 3 . z 3 . N 10/06/99 15:16 VARIES . NO LIMIT 2- / 1 SINGLE ARM LOCK SINGLE ARM LOCK OTTOM TRACK N r S. TYPICAL ELEVATION -- SNGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHutTER LOCK MAY 3( ;NS TALLEO ON NSIOE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF S TER LOCK NAY 3E 'NSTALLED ON NSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL DRILL S /S - • HOLE FRO BOTTOM OF EX TRUSIO N BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP ) PLAN VIEW L___ LOCKING MECHANISM CAN BE (3) 'le ABOVE OR BELOW CENTER ISEE NOTE 51 (GOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE S NGLE ARIA LOCK) OPTIONAL CLOSER HANDLE 3/c MIN . . 1.1/2 MAX SCALE 3 - . 1'. 3 JOINT BETWEEN REMOVABLE ANO FIxCD SILL - . 1 . 1/5 .6yUM ANGLE.'wl/ 3/ POP R ivETS (d) 5 QC PLAN vlEw REMOVABLE FLOOR TRACK DETAIL SECTION FASTENER A 2C O.C, (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (TYP L0 ASSEMBL FA STENER CA 24- O.C ISEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR). ITYP 1 OP TI9NAL ACCESS HO LE EXIST■NG STRUCTURE FASTENER TYPE L' SEE SEC TIONMONSHEET ) FOR COMPLETE INFORMATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK HAY BE NSTALLED ON INSIOE OR OuTS10E OF SHUTTER t) tl 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SMUT TER LOCK MAY 3E 'NSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 51. DISTANCE TO QE MEASUREO FROM SACK OF SHUTTER BLADE OA FROM MANOLE WHEN MOUNTED INSIDC. I1S CLOSURE HIN r+OLE W/ TYPICAL PLAN VIEW SCALE. )- . P -0" .—MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED F ROM BACK OF SMUT TER BLADE OR FROM HANOLE WHEN ?OUNtEO INSIDE. NSIDE CLOSURE T - HA W / SHIM OPTIONAL PLAN VIEW SCALE r • r.o' SCALE. 3 • 1 .o' USED WITH PIECES 8 AN00 LOCKING PIN FASTENER 24 O C ISLE ANCHOR SCHEOUIE FOR ANY ACCEPTABLE ANCHOR). 0 ITYP I ExISTING7 GLASS ��J��J 6 -1/2 FASTENER 24 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .1111 O � TYPI 6 -1/2 2 - MIN 2 - MIN. CARRIER 3USHING 12 7/16" 0.0 x 0 LONG NYLON TOP BUSHING 12 110. 2 SMS. MANUFACTURED FROM ALIGHT OR )B -3 STAINLESS STEEL 'A/ XYLAN 5200 FLUOROCARBON COATING 1. L60 *'050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP I. BOTTOM) *10 s 3" 5MS. MANUFACTURED FROM 16IOHT STAINLESS STEEL W/ XYLAN 5200 FLUCROCAR0ON COATING o. .660 - 0 ■ 050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP 1. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY APPROVED AS COMPLYING ''MTH THE SOUTH FLORIDA BUILDING CODE DAT • AZ? d 2r 20/ PRODUCT C+• DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 29 3/3" 00.. 0.90" LONG NYLON BOTTOM GUSHING SCALE. HALF SIZE O Z KNEZ P110FESSION FL L■C PF Y r -I =n . •sol- �!:lo =L!�..___I L., L_. ci z W 0 4 u us ss W 8 I INEEN No 83 1995 /23/96 ,sa01L0�I j1 UY•�•nQ n0 ) 99 -81 j sneer 2 of 6 IN SHUTTER SEPARATION FROM GLASS 1St( SCHEDULE SHEET S1. GLASS oR DOOR EHEIE0 SCALE - -GLASS 0 OR DOOR O WALL MOUNT SECTION A ()COW' 1 CON T 1/ 2 — EMBED A 3 r- 0 SC•ttE 3 -• r 0 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE S' BUT 00 NOT EXCEED S SPACING E xIS TING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEouLE REFERENCE CONNEC •TYPE 1' ROLLER ASSEMBLY TYP EVERY OTHER ?IN O 1 /L MAX t /L MAX TWO 1/L -20 MACHINE 90L TS w/ NUT OR •it TEK SCREW 41 12 O.C. (TYP. TOP L 30TTOnl MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI 9•3/16 MAX ALT. ANGLE LEG DIRECTION REVERSED ANGLE LEG HAY B( FROM ONE ANGLE OR FROM BOTH ANGLES (TYP 1 F AST ENER,SEE ANCHOR SCHEDULE REFERENCE CONNECTION •1YPE S• BUT 00 NOT EXCEED 6- SPACING 1 CONT 11 CONT 1/2 NOTE BOTTOM MOUNT DETAIL MAY BE USEO AT TOP n CON O BUILD -OUT MOUNT SECTION E t S/3 it/2" FASTENER. SEE ANCHOR SCHEOUCE REFERENCE 1 /2 -. CONNECTIOn TYPE 4° 1 / 2 HUN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR ODOR 3/16 - s POP RrvE OR .12 TEX SCREW 30 s - 0 C (TYP 1 - O ASSEMBLY r a 1 • 1/3 ALUM.ANGLE W/ 3/16 - s POP RIVETS Ca s O C 1/L -20 MACHINE 30LT W/ Nut (3112" 0.0 (TYP TOP L 30T 10M1 ROLLER ASSEMBLY TY? EVERY O THER ?IN VC' MAX ti z (A NW 11' ■ O IA x L. w'A N /L" MAX EXISTING CONCRETE. MASONRY OR •4000 STRUCTURE SEE ANCHCR SCHEOULE. TYP — 7 Jlil� } SCALE 3 - = 1'- 0 / EDGE OUST LOGE DIST - o GLASS OR D0OR — N OR SORULEURE AS ANCHOR SCHEDULE. TYP F As TENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3' ] /16•s PCP RIVET L31 5 O.C. ITYP I O 1/2 MIN. SHUTTER SEPARArloN FROM GLASS SEE SCHEDULE SHEET Sr 11L MAX 1 /t• MAX OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER AN(HOR 1 /• Off CENTER REFERENCE CONNECTION TYPE 4. GUSS OR 0008 © CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION SCALE 3 r- 0 - Ex }STING CONCRETE. MASONRY OR •.r000 STRu(TURE. SEE ANCHOR SCHEDULE. TYP FASTENER, SCE ANCHOR SCHEOULE. REFERENCE CONNECTION - TYPE 2' *TYP TOP L BOTTOM F AST ENER, stE ANC SCHEDULE REFERENCE CONNECT ION -TYPE 2' 1/t' MAX. —{ /L MAX] BUILD -OUT MOUNT SECTION SCALE 3 -' 1'- Cr MOl SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 ALL. ANGLE LEG DIRECTION (TYP I Q9 coNr - FOR LARGER SANS USC TWO 2 5 AL ANGLES (SEE SCHEDULE 1 TYPE C1 FASTENER, EULE R CONNECTION - TYPE 1• But 00 NOT EXCEED 6-1/2" SPACING 1/2 FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2 I/L -20 MACHINE 9 0LT W/ NU 12 - OC (TYP. TOP 1. 30 ?T0M1 3 -3 / MAX 5 O FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 2' 0 (ONT - FOR LARGER SPANS USE TWO 2• . 5 AL. ANGLES (SEE SCHEOUIE T TYPE CI MIN SEPARATION FROM GLASS SCHEDULE SHEET 5 EMBED OToo 1. 30T TOM SCALE 3 1• 0" I/ 4' MAX. IEQ 'Ea, GLASS �I OR 0008 0 0 v1 0 GO FLOOR MOUNT SECTION EMBED MW. SHUTTER SEPARA FROM GLASS (SEE SCHEOut( SMEE1 51 ;• 1 1Ia H•]E © BUILD -OUT MOUNT SECTION D SCALE 3 v 1 /L MAX 16 APPROVED AS COMPLYING WTTH THE SOUTH} FLORIDA BUILDING CAGE DAT Q 2s— 2O ' 3Y PRODUCT CO OL DIV!S:OfI SURGING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 2 /02? 4� FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3• EXISTING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE. MASONRY pA ' '4000 STRUC TURE SEE ANCHOR SCHEDULE, TYP 2 2 • DSO ALUM TUBE TYP TOP 1 3OTTOM 1 /L MAX ti 1/L MAX FASTENER. SEE ANCHOR SCHEOULE REFERENCE CONNECTION TYPE 1' OUT 00 NOT EXCEED 3 -t /2 SPACING U Zz H 1 11 1... U Q _ Uz 0 ' N rrtS W z W .. LL1 a Lu z Z u o NI m W 1 0 z 0 0 0 0 Q O O Z V.J. KNEZEV PT10fE SS(ONAL FL LICe PE 0 al e No 933 0 H NEE 1999 /23/96 ', a,. ..n o, AS NOTE O __ '•J O. 1, (C .0.. V l r � Or • ,nq no _ 9 _81 . 3 I sneer 3 oT 6 n /n . /oo , G• , 7 GLASS OR 0008 E XIS TING STRuC TURF THREE S /16•s CALK -iN X 31 3.1/9 0 C. '.// 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 - /L MIN COGS 3IST GLASS OR DOCK THREE S/ CALK -IN A 3 -119" 0 C. W/ , MIN EHBEO IN CONC OR HOLLOW 9LQCK '. 3 - 3/L - MIN EDGE GIST r 4 I 4 0 Z E ExIStJNG STRUCTURE J —._ 4 A 4 f - 4 ° Er-18 O - 0 G G ^I G . � ,t ALT LEG DIRECTION MF■ SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI (MAX. DESIGN LOAD 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE 3 - . 1'- 0 MIN SHUTTER SE PARATION FROM GLASS (SEE SCHEDULE SHEET SI 3.14 ?OP RIVET OR .12 TEK SCRE'. A 6"OC O S O ASSEM3Lv SCALE 3 r. 0 - z' • ]- . 1/4. . 0' •9 6063 -T6 •Luta ANGLE THREE. / A THRV JOLTS 1 MIN r T. T NCCESS I if HOtE Lr. ! HIN 2 . 3 • t /L • 0' -9' 606] -T6 ALUM ANGLE THREE THRV 30L TS ALr LEG OIRECTION (MAX. DESIGN LOAD = 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM BEAM (SEE BEAN • SCHEDULE BELOW FOR BEAM DESCRIPN L MAX. HORIZONTAL TIO SPANS) 1 /L• 20 S.S. MACHINE SCREW L NUT La 12' D C. USE THRV BOLr OR ACCESS 1QLE AS SHOWN IN DETAIL I 1 /L MAX L h- W t ra L N W O N I - W •< N0 0 F N J W O x < m W ( Z E j C„ co Q N W V N VI ALUM. BEAM & SHUTTER SCHEDULE OESCRIPTION 2 • 5 T • • 1 2S ' re • 12s 2' • 9 Tv . 072 - Tf • 22L 2"•9 Tv . ou- r/ . 22L SNOT TER SPAN 9• -0 BEAM SPAN 9 -S' 9•. r 10• -0" I 1_6- B' -0 5 • -o 1t•_0- 10• -0 Ir r S'.0" 9 -0 I 13 -2 0--0- NOTE 7 /16 "s ?0? RIVET o a riz TEK SCRE'. (Al 6 - OC AL 5EAM (SEE DEAN SCHEDULE ABOVE FOR SEAM OESCRIP TIEN 3. rtAx..HOR/ZONTAL S ?ANSI 1 / 5 S. MACHU' E SCREW s NuT (a T2 - 0 C PROVIDE 1"m ACCESS HOLE IN 90T TOM OF BEAM OR uSE THRy� AS SIOWN OCT All n 1. USE 9EA SCRE UlE FOR OETAI.SUANOBj • 2 SNuT TER SPAN TO BE LIMITED TO THOSE SHOWN LN TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIOEREO AS THE OIS TAKE FROM (CF SUPPORT TO (OF SUPPORT. GLASS OR 00061 ?t.WOOO ANO STuCCO FINISH t . 3 • 1/9 OR • L • 1/9 6063 - T6 ALUM. TUBE (MAX. DESIGN LOAD = = 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE OR OOCR --1 GLASS SCALE . 3 - = 1 . 3 - PL Y W 000 ANO STU((O FINISH 2 . 6 P T N000 PLATE MIN SNuT TER SEPARATION F 3O11 GLASS ISEE SCHEDULE SHEET 51 MIN SHUTTER SEPARATION FROM GLASS ISEE SCNEOULE SHEET 51 - 2 1/4.-20 5 S. HACHINE SCREW 3. Nur 3 12" 0 C PROV10E 1-s ACCESS HOLE A SACK SIDE FOR F ASTENING TWO 1 /L S S. LAG SCREW (a 2L - O.C. MAX.'./ 1 -3 /L PENETRA IN CENTER OF STUOS (1/L- MAX APPROVED AS COMPLYING WITH THE sour RADA BUILDING CODE DAi /L(LCLc(/ ?OO BY PRODUCT CO. ROL DIVISION CULL O:IVC CJOE COMPLIANCE OFFICE (CCtPTANC! N0. _'1 /0 2?" U FOR '4000 ?LATE USE 1 /1."11 5 5 LAG SCREW './ 1.3 /L ?ENETRATION INTO '4000 ?LATE ;a 12 0.C. T.O 1 /L S. 5 LAG SCRE Ca 24 O C MAX W/ 1.3 /L FEN( TPA TION N CENTER OF sruos (MAX. DESIGN LOAD = 72 P.S.F.) O WALL MOUNT SECTION - USING 2" x 6 WOOD PLATE SCALE 3 - • r. 0- Mixiamiseasissamb O W F 1 1.21 = ' o , 4 1.7::::111111 c J = a ai C i 4 - al C l NI BSI„ a .-1 I z l N •.. � I 1 j II v, a W 3 •Ira '' Q'O el• � O a��iol :1^ `IY r V.J. EZE. C N PTIOFESSION ENGI 5(1 L L2 PE / IC (J1 33 0 a u C � Z z ' 3. IL 0 • CC U l� O • y j ▪ t U > W N Iu I Z Y 9 o Q ✓ W v Z Q WI 0 O o( ` - 1999 � 0 /23 h +s N ,,i i.... n I JJ 1 0r....no no 99 - 813 r sheer I. of 5'-� T MINIMUM SHUTTER SEPARATION FROM GLASS (IN) A 0 L POSITIVE E DESIGN ?, LOAO :W) IPSF) ACTUAL SPAN (FT - ;NI MIN SE PARA nos FROM GLASS FOR INSTALLATIONS LESS THAN )o• ABOVE GRAD( (INCHES! MN. SEP ARA TtON FROM GLASS FOR PISTAILAT10NS GREATER THAN )0• ABOVE GRADE (INCHES( 30.0 s - 0 z -7/8 1.1/1 7 - 0 2 -7/e I -5 /e e - 0 2 - 7/e 1 - 5/e 11 - 0 3 2 - 1/8 13 - 1 7 - 3 /4 2 - 3 /L L. 0 0 s - 0 2 -1 /e 1 -1/2 7 - 0 2.7/e 1 -S /e e 3 2 - 7/e 1 - S/e 11 - 0 3 2 - 1/4 12 - 11 3-3/1. 3 SO 0 5 - 0 2 -7 /e 1.1/2 7 . 0 2.7/8 1.5/0 e - 0 2.7/1 1.3/4. II - 0 3 2.1/2 12 - 2 3 -3/4 3 60 0 s - 0 2 -7 /e 1.1/2 7 - 0 2 -7/8 1 -5/9 9 0 2 -7/8 1 -3/4 11 . 0 3 1 -3/4 11 . / 3.3/4 3 70.0 s - o 2.7/8 1 . 1 /2 7 - 0 2 -7/1 t -S /e e . 0 • z -7 /e 1 -7/9 9 -6 3 2.1/4 10 - 4 3 2 -5/9 80.0 S - 0 2 -7/9 1 -1/2 7 - 0 2 -7/e 1.3/4 e - 0 2 -7/e 1.7/9 5. 0 11 - 0 3.1/8 3 -1/e /.5 • 12 - 1 6 4 4. 1 5 - 0 2 -7/9 1.1/2 1 - 10 7 . 0 2 -7/8 1 -3 /4 90 0 e- 0 2 -7/9 2 11 - 0 3 -3 /e 3 -3/9 3 - 1 )1 . 6 3 -7/8 4 3. 5 - 0 2.7/1 1 -1/2 3 - TO 7 - 0 2 -7/9 1 -3/4 100 0 e- 0 2 -7/0 2 9 - 0 3 2 -3/4 2•/ 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NCO DESIGN LOAO IPSfI TYPE A •11. MOUNTING CONO•TIONS EXCEPT C E f If T - WI TYPE 0 OCTAIL O OR OCT• © SINGLE ANGL E REOUIREO 3 -3/4 M AX a 0 . If T . ;NI TYPE c OE TA1l 00001E ANGLE REQUIRED 7 -3 /L MAX. 5.0. If T . 1M TYPE 0 OCTAL © 9.3/16 MAX. 9 0 IF/ - INI )o 0 13 - 1 12 • 4 13 - 1 lL - 7 3 0 0 1 3 - 1 11 - 0 13 - I II - 2 to 0 12 - 11 10 • I 12 - 5 10 - 11 40 0 12 . 1 9 • 1 10 • 1 10 - 0 52 0 12 - I 1• l 9- 7 9 7 S6 .o I1 - 11 1. 0 9. 0 1- 3 615 11 - 7 • - 7 1 • 7 8 - 10 61.3 11 - 6 / - 6 1 • 6 / - / 66.0 10- 11 1-3 / -3 1 -5 67.5 10 - 9 /• 3 8 -3 1.5 11 3 /- 0 1- 0 0- 2 7s.0 7 -t 7.1 8 -0 ILL 7 - 0 7 - 3 7 - 6 060 6- 7 6- 7 6. 10 91 L 6. 3 6• I 6- 6 :090 5 - 1 S- 9 6- 0 110 5 - 2 ) - 2 5- 3 1200 • - 9 4 • 9 5. 0 1)90 •.5 /.5 • 1 L0. 0 3- 2 4. 1 4 1 :so 44 1 - 10 3 - 10 3 - 10 1600 4. 4 3. 7 3 7 1700 4 3 7. 1 3 - 1 — .. e. 150.0 6.3 3. 3.2 110.0 3 - TO 3 -0 5.0 2000 3 - 7 2 • 10 2 • 10 210.0 7. 5 2. 8 2•/ SCALE. )' • 1' - t . 2" • 118 - ALuM ANGLE 3 410 TEK SCREWS OR 3. 3/16 - a ALUM POP RIvETS (TYP 1 7'a 2 " •l/e - ALUM TUBE 6063 -T6 ALLOY 2 MIN FAStENER L), 24 0 C. ;USE ANY ANCHOR IN ANCHOR SCHEDULE) (9 ALT. CLOSURE DETAIL EITHER CONO1TION NAY 9E TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE 7' • 1 10 : 1/2 GALVANIZED SMS DR 3/16 - a ALUM. POP RIVET ca 1e' 0 C. 1 . 1 < 055" . 1 • 2" ■ 0 S5". )' . 055 2" . 4 ..055" OR 2 a S a 1 25' At. ANGLE •10 TEK SCREW OR 3/ ALUM 0? 24 0C 170? 1 1 1/6 FASTENERS EACH ANGLE (SEE ANCHOR SCHEOVtE FOR ANY ACCEPTABLE ANCHOR' NOTES. 1. REFERENCE APPROPRIATE COLUMN ;N TABLE 1 BASCO ON MOUNTING CONDITION I N FIELD. 2. FOR DESIGN LOADS B T ABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR I NTERPOLATION MAY BE uSE0 TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABIf 1 •1tI1 NEGATIVE DESIGN LOAO TO OETERMINE MAX. SHUT TER SPAN. 6. ENTER TABLE 2'.41TH POSITIVE DESIGNL0A0 TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 2" MIN. FASTENER ,; R" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) OM ALT. CLOSURE DETAIL SCALE: 3" • 1 -0" 2" . 2 •.125 - ALUM ANGLE CON1 SCALE 3" . 1..0 1/4-70 TRuSS HEA0 30L TS L Nu tS'd/ LOCK WASHERS ,9 24 - 0C. (x15 itNG STRVC TORE HALF OF 0 USE HALE oR FEMALE AS REQUIRED OP ALT. CORNER CLOSURE DETAIL 410 t 1/2 GALVANIZED SMS OR 3/16 ALUM. POP RIVET ,p 10' O.C. r ..OSS" , 1" s 2" . 055". 2' a 3" s 055 s 4" ■ OSS" OR 2" .5 - .. 125" AL. ANGLE 0.062" THICK RECESSED SILL '3105 -H32 OR 6063 -T5 ALUM ALLOY (1 /B" BELOW CONCRETE) MIN. SHUTTER SEPARATION FROH GLASS (SEE SCHEDULE SHEET 5) 1.1/4' 50" ALTERNATE 0 FLOOR MOUNT DETAIL SCALE 3 - • I'- 0 APPROVED AS COMPLYING 1 WTTH THE SOUTH FLORIDA BUILDING CODE DAT 01 2d -20oo 3Y I•!/ /X , FR00uCT co • DIVISION dUILD NG COOE COMPLIANCE OFFICE ACCEPTANCE NO. ?J /O2<j >" -- 7t 1 /L" MAX EXISTING STRUCTURE MIN 3000 PSI CONCRETE CONCRETE FASTENER 0L B" O C . ANY SCHEDULED FASTENER IS ACCEPTABLE W � N Wz � u r z 1- U 0 N • • u W z 0 u 8 esszioNwassimiaimiso 2j W i I Z 0. 1 0 0 0 0 0 I V.J. KNEZEV CH Pf10FESSION GWEEI*I F L L C e No PE ' I 0903 1999 7/23/96j 01,44 0lAwr7 0n L 1 1 AS NOLCfs) ) C d. UNn 0 7 1u •4 0 1'1 _ ,,A YIA 99- 813 thee, 5al6 1 • FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DUSTING STRUCTURE ANCHCR TYPE LOAO (W) PSF MAX (SEE NOTE 1) MIN. 2 - EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5'-S'' (SEE NOTE 1) SPANS UP TO 8'..0" (SEE NOTE 1) SPANS UP TO -0 9'-0 (SEE NOTE 1 ) SPANS UP TO ( SEE NOTE 1 ) SPANS UP TO 5'-3 (SEE NOTE 1) SPANS UP TC 8' -0 (SEE NOTE 1) SPANSUP TO 9 (SEE NOTE 1 ) SPANS UP TC 13'-1 - SEE NOTE 1) (SEE CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 112 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE galIDEME , /4"0 ITN TAPCON W/ 1 - 1/4" MIN EMBEDMENT ( MIN. 3.100 P.S.I. CONCRETE) 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 5 7 12 12 8 3 5 9 12 7 3 4 4 11 5 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 72.0 12 11 4 12. 4 6 12 7 3 5 11 3 8 4 4 12 11 11 7 3 4 � �I/ 3 5 r 3 5 4 4 12 11 11 6 3 4 5 3 5/ 3 4 4 4 11 11 11 5 . 3 5 . 3 5 3 12 12 4 12 12 12 9 5 4 7 5 9 4 12 12 8 3 7 3 5 4 6 4 12 7 12 3 4 4 12 7 4 92 0 4 1. 12 7 4 210 0 12 7 3 4 4 12 7 4 4 12 4 5 1. 5 12 10 7 d % / 4 ■ 3 3 1* millimool> * +....r 1 / - a ELCO MALE / FEMALE - PANELMATE YT / 1 -1/4 Hut EM8EDME I. x4.20 MACHINE SCREW WITH NUT (MIN. 3.000 p.S.L CONCRETE) 48.0 62.0 12 12 12 9 3 12 7 12 8 6 12 7 5 12 4 8 / / 12 11 6 3 3 12 12 11 3 8 8 5 6 3 4 3 ,, 4 %/ 4 / 12 7 4 12 11 9 7 3 5 5 rd 3 4 3 4 , �' 5 3 3 3 3 10 3 3 8 8 4 3 4' 4 �' 4 %� 4 0 12 12 12 9 3 12 12 6 8 12 9 5 12 12 12 12 12 9 10 8 6 4 4 4 3 6 5 4 3 12 6 3 3 12 11 9 9 7 6 443 4 7 11 4 3 9 4 72 0 A 6 3 3 4 3 3 10 9 91. . A 4 3 3 3 3 3 3 9 9 9 4 4 ' 4 1 x 3 3 3 92.0 210 0 * (120 1/4 "J POWERS CALK -IN w/ 7 /8• EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) 48.0 12 12 12 9 12 12 12 11 6 11 12 12 10 6 10 10 12 7 4 7 12 12 12 12 12 12 12 12 9 12 12 1212 8 12 12 12 11 6 8 62.0 12 12 12 7 12 12 12 9 5 9 12 12 8 4 8 7 12 6 3 6 12 12 12 10 12 12 12 12 7 11 12 12 12 6 10 9 12 10 5 7 72.0 12 12 11 5 11 12 12 7 4 7 9 12 7 4 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 11 5 8 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 S 7 9 12 10 5 7 210 0 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 9 12 10 S 7 48.0 12 12 12 5 8 12 12 9 4 5 12 12 8 3 5 5 10 5 / 3 12 12 12 7 9 12 12 11 4 6 12 12 10' 4 5 5 11 '6 3 3 ( 62.0 12 12 10 9 6 5 4 3 3 3 2 6 5 4 3 all / 12 5 3 3 11 12 7 11 6 9 9 4 11 6 4 L/ 3 4 3 3 3 3 ( / 7 4 3 3 10 10 4 11 10 9 9 7 6 5 4% 4/ 5 1. A g 3 3 3 3 3 3 3 3 3 3 9 9 9 9 6 5 4 4 4 4 3 3 ' / 2 0 0 : 4 1 3 3 3 3 '1212 12 12 12 5 7 12 7 3 12 12 10 8 7 5 3 3 r d 5 4 3 8 5 3 12 11ii'/i 10 1 -1 -1 ,] 3 4 3 3 3 3 3 10 10 10 5 5 5 4 .3 3 3 , /4 ZAMA NAIL -14 MIN. EMBEDMENT (MIN. 3.000 • PowERS W / C -1/8' P.S.I. CONCRETE) 72.0 12 9 3 12125 12 10 6 12 12 9 12 10 3 12 10 12 12 10 8 4 3 6 4 92 0 210 0 48.0 3 12 10 12 5 11 4 3 6 3 1212 9 4 10 9 3 5 7 6 ; 5% 4 3 3 4 3 3 11 5 3 10 11 3 7OF 6 A 3 1 r/ M 3 3 3 10 7 5 4 // 3 1 / HOLLOW CONCRETE BLOCK - I ISIZINI M> 1/1. ITN TAPCON 'A/ 1-1/ 4' MIN. EMBEDMENT 62.0 8 3 4 720 3 6 5 3 3 / / 5 5 3 3� • ► . 12 12 7 3 4 92.0 7 9 5 7' 3/ 6 4 A % 210 0/ 5 i �e / 5 3, / i i 6 4 / 4 �,I /,/ �// 5 % 3 4 W 3 x 3 4 3 * * 1/4 "a ELCO MALE / FEMALE - PANELMATE - 'A/ t - 1 / 4 MIN. EMBEDMENT L 1/4.2Q MACHINE SCREW WITH NUT 4 8 0 1212 11 5 7 1212 8 3 5 1212 7 11 7 5, 3 5 3 5 3 10 8 423 4/ 12 12 12 6 8 1212 9 4 5 1212 8 3 5 5 10 52.0 12 12 3 6 11 12 - 3 4 12 12 10 1. 4 6 5 12 6 12 11 7 6 3 4 3 7 4 11 10 6, ge .o v. 4 3 3 3 9 9 72.0 12 9 3 12 12 9 7 4 5 4. 6 3 3 11� 9 4 3 L rA / 3 / 4 3 3 9 a 3 4 4 4// 2 / t / 3 / 3 3 3 3 8 8 4 4 4 • / / 't2 / / 12 8 92 0 9 1 2 6 3 4 3 9 / 69 3 3 9 4 / 3 3 9 210 0 3 9 4 3 3 9 4 3 3 9 4 3 3 9 4/ 3 * 1/4 - a POWERS W/ 1 /3 L 1/4 -20 STEEL MACHINE < 12 12 6 12 12 6: L 12 12 6 3 4 4 8 4 3 12 12 12 6 8 12 12 7 ' 12 3 12 12 9 10 8 7 5 3 3 / � 6 4 4 3 12 7 5 3 12 12 10 9 9 7 6 5 4 9 r j /�,�// 5 4 3 3 3 / 5 3 3 3 11 9 9 9 6 5 4 3 5 3 5 3 3 62.0 12 12 8 12 12 10 7 5 / 3 5 4 3 10'11 5 3 -9 e L - 7 3 P, ! r 3 3• / . i / 6 "4 3 3 �' /' 1�1 �HHI�► 10 3 7 7 S 4 % 4 3 3 6 r4 r-/ 4 _ 3 3 ./� !/, / ' , 3 3364 / / / / //; 3 3 3 3 7 7 7 7 3 3 .3 3 / 2 /� r .12 / • f2 10 12 12 11 10 5H 4 6 5 CALK -IN MBEOMENT STAINLESS SCREW 72 0 92.0 12 7 3 4 210 0 3 7 3 I• I 3 10 7 3 101110 5 3 5 3 .O VI I J m I r vs to ' / 3 9 5 T 3 3 9 5 6 / 5 / 3 4 10107 0 3374%r 3 // 3 5 3 9 8 7 5 5 A 4 3 9 6 S; 4 3 � / � / �/ 48 01212' 1t 10 6 T � tt 10 8 5 4 3 1212114 12 tt ._. 6 � 12 8 3 4 3 8 9 , }} 1 -- vL NAIL -IN MIN - - 62 0 7 4 T / / 5 3 _ _ 3 3 ' e , • _ , a POwERS ZAMAC - W/ 1 - /8 EMBEDMENT 72.0 6 % 4 / 3 • 3 0 / 11 -.3 9 7 _� 6 3 4 2._ 8 6 4 6 4 92 0 �j/'' J /' 3 T / 6 L 4 6 4 210 0 6 4 P / : / 6 4 v � FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHCR TYPE LOAC (W) PSF MAX (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 5 (SEE NOTE 1) SPANS uP TC 8'..0" (SEE NOTE 1) SPANS UP TO 9'-0 (SEE NOTE 1) SPANS UP TC 13' -1 (SEE NOTE 1) CONNECTION 1 2 3 4 5 CONNECTION 1 2 3 4 5 CONNECTION 1 2 3 4 5 CONNECTION 1 2 3 4 5 000M _T1111A1fl1111110111111ll{19 1/ 1.'1. W 000 LAG t1/ 1 -3/4 MIN. THREAD PENETRATIoN SMEAR PARALLEL OR ?ERP TO '000 GRAIN 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 3 5 12 12 12 6 4 3 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 912 4 3 6 7 12 4 r--, 6 92 0 12 12 5 3 8 7 7 112 12 4 0 4 t 6 6 7 7 12 12 4 4 f 6 6 7 7 12 1214 4 6 6 210.0 7 12 4 f 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL T V SHUTTER LOAD ON SHUTTER AND SELECT SPAN GREATER THAN EQUAL TO 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHCR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE EXISTING STRUCTURE IS w000 FRAMING. W000 FRAMING CONOITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE w000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYW000 IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 wHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN ) W000 STUO. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUO SHALL BE - SOuTHERN PINE" G =0.55 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HERO 3. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN SASE ANCHCR ANO MAY HAVE EITHER A PAN HEAD, TRuSS HEAD. OR WAFER HEAD (S+OEWALK SOLTI. U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES_., • 10 *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUr 11. FOR BUILD -OUT MOUNT SECTION ANCHCR SPACING SHALL NOT EXCEED 3 -1/2" O.C. 12 FOR 3UILD - 0uT MOUNT SECTION () ANCHOR SPACING SHALL NOT EXCEED 6' DC APPROVED AS COMPLYING WTTH THE SOUVd FLORIDA BUILDING COOE OAT /EC? 2 / ;OvO a Y PRODUCT CU R L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. '19-102f 0 - U I i Zz 0.0. KNE Pf1GFESS FL L P No 963 i EER 1999 07/2]/ faa.∎. - , o«�n o/ t 1 . «S nal(0, _____ c fU.4n 0 / •.0 911 a1. - 99 -813 ; ( sneer 6 of 6 ASSOCIATES. INC. KNEZEVICH Date o d/ Job Address / ' //VZ, 9l . Sf Tax Folio Legal Description Historically Designated: Yes No ;; / Tenant /» 4 /'06 b / Master Permit # ! (j 9 2 2 Phone (rJ - OS - 4.2 Owner's Address /OD / i (/e- - q/p S / Contracting Co. Address Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Square Ft. Permit Type (circle one): ILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION re /7A (Lea' / , e, -/i / /D/ 5' Or, /4. o2 /7d / /ce. C /.; P��J ,6 rL s�li!_'c o C3/n'F? /' i `l' z/s &ir/l / /i7c 3 X cc e?r� (r, /4 1 , /01_ , 02 -- y s Estimated Cost (value) , /(i5 t WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT W1TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the wo tated. Signature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires: 6i u4, Q ?V dl'"W 60- k O ti i-7 s 72 / isi 41 Go o' 9 FEES: PERMIT / g -- RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Signature Date •tary as to Contract My Commission Expir „r&catirok eOtez il• Date I� o er �/ 7 are s: G l VILLAR NOTARY PUBLIC STATE ATTE Or IT 0MA COMMISSION NO. C-2 MY cOM 1t.1?C>t73 O C.C.F. /. 2 a NOTARY ,� BOND Building .,e/rt, 2 1 Plumbing Electrical Structural Engineer 6 � TOTAL DUB�� 1 ! Date (1 . 21/ WA 1,2 ' 5 0 r ' , 1/ 40 1_<1 1 1' / /V S/P ee ' 4(1 1//' AS _Z 1 yy - v/,? /1 1/, Do° 11 ' ! ii H. I , [ 1 yy - v/,? /1 1/, Do° MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 The expense of such testing Will be incurred by the manufacturer. Acceptance No.:99- 0902.02 Expires:06 /29/2003 Approval: 06/29/2000 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.1901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (3051 375 - 2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 37 .6339 Your application for Product Approval of: Series 230 Ontswing Alum. French Door) ' /Side/ites(reinforced under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and - Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. it it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief' Product Control Division TI-JIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS . BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. IL& 'raneisco .. Quintana, R.A. Director 1 0l'3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ©buildingcodeonline.com (St Uomepage: http : / /ww,v.buildingcodeonline.com APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD COND[TIONS 9. This Notice of Acceptance consists of pages I, , and this last page 3. JUN2 92000 JUN .292003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been flied and the original submitted documentation, including test supportinu data. engineerin_ documents. are no older than eiuht (3) years. .Any and all approved products shall be permanently labeled with the manufacturer's name. city, state. and the following statement. "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one ori__inally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance. includin<< the correct installation of the product; d) The engineer who ori`_inally prepared. signed and sealed the required documentation initially submitted is no lonuer practicinu the eneineering profession 4. Any revision or change in the materials. use. and/or manufacture of the product or process shall automaticailk be cause for termination of this Acceptance. unless prior written approval has been requested (throiiu ;nc Mintz of a revision application with appropriate Ice) and granted by this office 5. Any of the followinu shall also be grounds for removal of this Acceptance a) Unsatisfactory performance of this product or process. b) disuse of this Acceptance as an endorsement of any product. for sales, adver)sin_u or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida. and foiio'.ed tr,e expiration date may be displayed in advertising literature If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety 7. A copy of this Acceptance as well as approved draw inus and other documents. where it apniies. si;all be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. ls1.4c 1. -,s, ; !shag 1. Chanda. P. E., Product Controi Examiner Product Control Division END OF THIS .ACCEPTANCE 3 ot'3 T. M. Window & Door Companv ACCEPTANCE No.: 99- 0902.02 APPROVED JUN 2 9 2000 EXPIRES JUN 2 9 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluh inurn outswing French door, as described in Section 2 of this Notice of Acceptance, designed:to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 230 Outs wing Aluminum French Door w/ Sidelites (Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No PA99230, titled "Series 230 French Door" Sheets 1 through 9 of 9 dated 10- 21 -99, latest revised on 04- 28 -00, signed and sealed by. Ballard L. Argus, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door with or without reinforced sidelites, as shown hi approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outswing French doors and its components shall be installed it stftet- )liancc with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of th unit will r uirc a 1 urricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo city, sta e and following statement: "Miami- Dade Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance. clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1. UtA Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 013 /-^ 11 b xv4 .2 /I 16 - 'J ' I \ X ▪ CU \ � \ x � 1, 1 ❑ la XVH ,8 /1 LA' 7 Gi \6 I 1 \ i a' .� I L_ I � i11 (TYP) � - _ 36' — 143 1/2 SINGLE DOOR :/ SIDELITE EACH SIDE T — — =\ 'VT./ ■TYP) I S ti X c — ,i,________:,_ !TYP.: ^ 36 , III 71 :/2' D.F. „ — 36' — MAX FRAME `WIDTH 9 II 37 '/16' /— 26' f :C9 7/ MAX . (TYP AT NAX 1 HEAD L SILL) . ^ HEAD i 'ST HAX. I z 7/8' TO HINGE 7 7/8' Pl i T .TYP.) Hi4GE HT, TYP. 7 ' /8' HNGE HT. TYP. 7/8' TO HINGE a•—' TYc) z X (lJ I <I \ — X/ NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION.I 1. TYPICAL CONCRETE ANCHOR TYPE :S 1 /4' DIA. TAPC :N X 1 3/4' EMBEDMENT. 2, MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PE?PENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /`WOOD SUCK SUBSTRATE = 1/4' 4 . MINIMUM :/- DIA. TAPC3N EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2 ( :C D :A.) 5. MINIMUM SPACING 3ETb'E= N 1 /4' DIA, TAPCGNS `WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6. MINIMUM :/4' DIA, TAPC3N EMBEDMENT FDR HOL L :`W CONCRETE BLOCK = 1 1/2' 7. 'LOCATE ALL MEETING STILE AND MULLION END ANCHORS `W1T. -1N 6' FROM C ENT E.RL :NE , PER TEST MOCK -UP. 9. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS A 4' FROM FRAME ENDS AND 14' ON CENT MAXIMUM, PTR TEST MOCK -UP. 4DD1TI::NAL CLUSTERS GF 7HREE :3) ANCHORS ARE REQUIRED AT MEETING STILES CF DOUBLE DDCRS AND MULLION JAM BS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -'UP, 10. LOCATE ALL HINGE /LOCKSET ANCHORS `WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP, 11 CI (\ /ATTnklc nor C`, A, on ,.r -- ... 7 ( .4' 'f.EAD L S :TYPJ f 37 7/16'%' MAX 'RAME WIDTH DOUBLE DOER ./171-i SINGLE S[DELITE EACH SIDE ',4• ,7L(`'P A NAX I EAD t SIL. O II 36' - - - _ 36' L / 1 _ MAX. - RAMC' :3T ,'-/ , (TYP.) \ 4. ' I t ( H- TYP.) 1 - NIz L - S Q N I A e/ ` = — J 0 .r)— 1p 1I I III a , (TYP.)I ,f-- 26' —,=37 7/16' -/ X 73 7/16' —,( MAX FRAME WIDTH NOTES FOR ANCHORS INTO 'WOOD F RAME CONSTRUCT:ON 1. 'PICAL `WOOD FRAME ANCHOR TYPE :S °.14 STAINLESS STEEL SHEE METAL SCREW X : :/2' PENETRATION 2. MINIMUM WOOD =RAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE °ERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TC THE FRAME. 3. MAXIMUM SHIM SPACE 3E7«'E= N TRENCH DOOR : RAME AND ...ODD FRAME SUBSTRATE _ I/ _:GATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MISC'< -JP D -:GATE : NTERMEDIATE HEAD AND SILL ANCHORS A7 4' FROM FRAME ENDS 3 14' 2 MAX, °ER - EST MCC<-UP ADDITIONAL CLUSTERS DT THREE (3) ANCHORS ARE REQLIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION LAMBS, 6.'LDEATE INTERMEDIATE :AM9 ANCHORS AT 4' FROM FRAME ENDS 3 24' OC. AX., RER 'EST MOCK -_,P _:CATE ALL HINGE /'LOCK -SE' ANCHORS WITHIN 6' FROM HE = INGE /LOCKSE' CENTERLINE, RER -EST MOCK -JP 8. ELEVATIONS ARE SCALED VIEWS :F EQUIVALENT ''EST SIZE' UNITS FDR 'X', ' ^_X', 'XX', TAO', :R OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND jAiMB INTERMEDIATE ANCHORS = 2T'HE.R S :ZE UNITS PER NOTES 5 AND 6. L USH BOLT LLTPiL 3' - 1 ' 4' ' - H EAD I. SILL) ,1H.AX.1 FROM INTERIOR X * 1 MAK HEAD I. SILL) 71 1/2' MAX FRAME 'WIDTH 1 TM WINDOW & DOOR CO. VIE' ED 'I 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS I TEST LAI CERTFIED TESTING LABFJRATORIES'' FALSE HUNT INS MAY 3E APPLIED 70 GLASS(TYP) Y.PPT_VED .S CUYPtYINC 'W TH THE SO'.:T!+, F1JPDA BUILDING CODE ` r -:"••„-f 29 ? S a o C5'(i11OE DiVC'N LTDDE CONH'IL'NCE OFFICE do y9- 1J9..0�,12. French Door 'Nth Sideites Frame Sae X DonSguranon = •X0" or •0X 12' SAL Wic:i118• SA_ , Mot-■ 1 24• SL Nrc:t 1 CS" SA_ Width 1 58' SA 1 1 Sa' SA 1 15,r Sill 1 ! 5'S' SA WaC1 x Height • Do 1 - Do 1 • Do I . Do 1 •Doi • Co •Doi • Do 2-3' x 6-3` 63.3 I -75.9 53.3 I -59,5 1 63 3 -61.4 1 47.6 I -5L2 3-0" x 5•-3• 53.3 I -55.8 1 53.3 I -55.8 1 53.3 I -55.2 t 45.3 I - 48 6 3-4 x 62'• 53.3 1 34.8 1 53.3 1 -34.3 I 50.9 1 -34.8 1 43.4 1 34.8 3-9" x 63' 53.3 1 NA 532 I NA i 482 I N.A. 1 41.4 I NA. 2-3' x .°-7 •-3' 41.5 I -47.7 A2 t -412 323 J 36.3 1 25.9 I -29.7 x •-0' as 1 -44.0 33.9 1 38.4 30.4 i -34.1 2 .6 I -28.2 3'-1 1R' x 8'.7 37.6 1 128 33.1 1 37.4 29.8 1 -33.4 25.1 1 -27.7 Fr ench Door ws, Sideliles Frame Sae >0( Con5guraon ='SU(0 12" SA_ Man 18` SA_ Morn 24' SA_ W,ca, I E SAL Wicm 1 &3' SA 1 56' S I 1 5/8" SA 1 1 S/8" S8 Wrath x He,gnt • Dp 1 • Do + Dp . Dp + Do) • Dp • Dp 1 . pp 5-0' x 6-8• 53.3 1 - 722 53.3 1 •722 53.3 1 58.6 1 48.9 1 -55.9 6-5• x 6-3 53.3 1 •52.0 53.3 ( - 620 63.3 I -62.0 47.0 1 -63.8 6-0' x 63' 53.3 1 18.2 53.3 1 -482 53 3 1 182 4 5.3 -482 6 - 6' x 6-8' 53.3 j -31.8 53.3 I -31.8 51.5 I -31.8 43.9 -3'1.8 7-0" x 63" 53.3 1 - 21.8 53.3 1 -21.8 49.8 1 -21.8 426 -21.8 5- 0' x 6-0" 432 1 -58.9 37.5 I -.t95 339 1 -42.7 273 1 33.9 55" x 6-0" 40.7 1 -53.3 35.6 1 17.2 31.8 1 -40.9 25.6 1 328 6-0' x 6-0" J 38.5 1 -482 33.9 1 45.1 30.4 1 39.3 251 -31.7 MIN. EMBEDMENT lit' P M HINGE STILE INACTIVE LOCxSTILE ,MIN BED N ,2/•' 16 (17 /8' VINYL 15 12 1E /:6' VINYL ,EMBEDHEN TYP. 1/4' MAX. TYP, DETAIL , WOOD CONS, 2X P,T. SOUTHERN PINE FRAMING (MIN) r 36' MAX. SIDELITE WIDTH CD CD ;!; ' I4-- AC T7VE LOCx NILE �I I (2 PANELS "AX 3 :/ 4 ' ''WIDE NGM.i Frenit Door Corvg = X - Franke Sae X 1 S'8 Si8 'Width x Hei9N I • Do - Do 23` x 6 53.3 1 - 3'-O• x 63• 53.3 -.55.8 3-4• x 6-8" 1 53.3 I -34 8 3 -3• x 43' 1 53.3 1 NA ) 22" x 6-0" 1 53.3 t 57 3-0" x 6 1 53.3 1 -50.8 -1 1/2"x 8'47 ) 53.3 I =-8.6 rrenrn Door IC.w)ag = 'XX" Frame Sae XX 1 5!d SA Mewl! • Wialh x He Do I - Do x 6 3• I 53.3 1 -72.2 5'-5" x 62^ 1 53.3 I 0 x 6-r 6•• 6 x 6-r 7 x 68 x 6-0' 5'S• x 6-0 6-0 x 6-0' 53.3 1 :.8.2 53.3 1 31.8 53.3 1 -21.8 53.3 1 58.9 53.0 1 -53.3 48.9 1 -482 I IX P.T. SOUTHERN PINE WOOD SUCK (M :N) EXTE, :DR X 36' MAX. S:x. ._omoaave Fv^a.yos TaPies of Allowac■• Ces,gn Pressures, rrocud aces vwicaec for Vest No. ( t,"Ely - acuiaso varues se ce FJ cwacfe Uengn' -es sure rang for Aoaud Saes ano Connguratons shown. pss. French Door Wrth SCe2es Frame Sae X 1r SA_wdlltl Width x - ;e,9r4 • Do I - pp 2 8 x 6 53.3 I •75.9 3 -7 x 6-3' 53.3 1 -55.8 ' 3-4• x 62' 53.3 i -44.8 x 63' 53.3 I NA 2 x 6-0' 41.5 117.7 3-0" x 6 38.5 1 -•4.0 3 -1 112"x 6-7 1 37.6 1 1 28 1 French Goa With Sideses Fame Sae XX Wrath x He,ynl 5-0• x 6-3' ss' x 6-4' 6-0 x o� 6- o x 6-8 7-0 x 62' 5-0• x 6-0' sue' x 8-0- 6-0' x 8'-0 C3(167.ranon ='0X0" 18' SAL N:dh 124• SA_ Width] 3S• SAL Wien Jft Sib 1 1 d8 51 1 1 5 SA 1 68• SCI • Do 1 • :p • Do 1 - Do + Op I - Do 53.31 =51 5.3.3 1- 61.7 47.6 -51.2 53.3 1 -53 8 1 53.3 155.8 4$ 3 I -485 53.3 1 3: 3 1 53.9 1 -34.8 43.4 1 -34 53.2 1 NA 1 48.2 1 NA 41.4 1 N.A. 36.2 1.4..2 132.3 1 - 25.9 1 -29.7 33.9 1 31.4 1 30.4 1 34,1 25.8 1 -28 2 33.1 1 _ 3. . 4 1 n.91 25.1 1 -27.7 -non 12* SA_ Wid t 18' SA_ w ort (24 5A_ Wrath) ' 5A_ Wcot 15/8' Sill 1 `J8" S:I 1 Sr SJ 15/6" SA •Do 1 - Dp +Oo •;o +Do 1 - Do +Do 1 - Dp 53.3 1 - 72.2 53.3 I -',7721 53.3 I -68.5 48.9 -5F 53 3 1 520 53.3 1 -6.J 53.3 1 52.0 47.0 1 -53.8 53.3 I -49.2 53 3 1 - 53.3 1 - 48.2 45.3 1 -:8 2 53.3 1 -311 53.3 1 - .8 1 51.5 1 -31.8 43.9 1 -31.9 53.3 1 - 21.8 53.3 I -2731 49.8 1 -21.8 425 1 -21.8 432 1 58.9 37.5 1 -4 33.3 1 4 2.7 27.7 J -33.9 4-0. 1 -53.3 35.6 1 -4.2 1 31.8 1 -40.9 26.6 1 -32.8 38.5 1 - 33.9 1 .1) 30.4 1 -39.3 25.6 f -31.7 `1 TYP, DETAIL 1C5NC, CONS, �I NWI4 / !TM WINDOW & DOOR CO A (11 N^.■ 12 4'J1' D(1140 AVn nn. n.• -,. WORD BUCK (MIN) CGT.CRE C i F.PPROVED AS COMPLYING 'N'TH TH1 SOUTH FLORIDA B1J!LDING CODE DAr` - �� - Z9 / _T 0 0 0 BY 'ygS S T -A • K- . PRODUCT CO ^I RUL DIV'S:07 BUILDING CODE CO'.tPt1ANCE UfFICE =CCLFT NCE 1 10 99-090_2224.. !NQ. ! 'AF f Q. I DESCRIPTION 1 ! SVC'9616 1 FRAME HEAD x AL 6063 -T6 2 1 SVi'8615 i FRAME SILL X AL 6063 -T6 3 1 GV::6572 i FRAME .IAMB X AL 6063 - 4 . GV:'5571 ! '.HINGE ST:LE x 3' VIDE X AL 6363 -T6 f 3d :4601 I ASTRAGAL STILE X 4' VIDE X AL 6063 -T6 6 ! ,4:5570 1 TCP RAIL X 3' VIDE X AL 6063 -T6 7 . GV :6570 1 BOTTOM RAIL X 3' `BIDE X AL 6063 -76 1 3 , GV:18•6 I RAIL V/S ADAPTER 9 13Vc6573 I :.AM.3 NESTING CHANNEL X AL 6063 -T6 :0 3V3 7562 EXTP. ALUM. SNAP -IN :LAZING CHANNEL L PRODUCT APPROVAL DRAWINGS ARE BASED ON THE FOLLOWING TEST REPORT SERIES, 3Y THE CERTIFIED TESTING LABORATORIESI A. TEST REPORT NO. CTLA 136W -6. 12 /03 /96,REINFORCEMENT PACKAGE 'N'. 3. TEST REPORT NO. CTLA 136W -5. 12 /04 /96,REINFORCEMENT PACKAGE 'A' C. TEST REPORT NO. CTLA 136W -4, 12 /07 /96,REINFORCEMENT PACKAGE '3', D. TEST REPORT NO. CTLA 136W 1,2,3,12 /09 /96,REINFORCEMENT PACKAGE 'C' SEE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES LISTED ABOVE. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME AND STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY. 3. GLASS TYPE REQUIREMENT: A. REINFORCEMENT PKG. 'N'- PROVIDE 11/8' TEMPERED GLASS, OR, 3/ :6' TEMPERED GLASS MINIMUM. 3, REINFORCEMENT PACKAGES 'A','B', AND '2'- PROVIDE 3 / :6' TEMPERED GLASS MINIMUM. 4 . DOOR .MINIMUM HARDWARE RE A. FOR DOORS WITH REINFORCEMENT PACKAGES 'N' AND 'A' <'.I:KSET SERIES -DO <EYED ENTRY LOC'<SET. GRADE :I -ONE (I) EACH ACTIVE PANE'_ R39 1/2' FROM 3OTTOM OF THRESHOLD. 2. '<WIKSET SERIES 630 <EYED 7HUM3OLT DEAD 3OLT, GRADE II -ONE (1) EACH ACTIVE PANEL P 47 3/4' FROM 30TTOM OF THRESHOLD. TM STANDARD =LUSH 30LT 'LOCK, = X T RUDED ALUMINUM 3OLT AND ?' AST :C ACE - T'wD(2) EACH DOOR PANE_. 4 TM S BUTT HINCES, =XT,RULED ALUMINUM WITH NYLON 3LSHINGS- "moo EACH DOOR PANE_. NYLON 3 =OR DOORS WITH RE :NFORCEMENT PACKAGE '3' < \i:. <SET SERIES 4 00 KEYED ENTRY L:C ;<SET, GRADE :I -ONE (1) EACH ACTIVE PANEL R39 1/2' FRCM 3OTTCM OF THRESHOLD. 2. <WIKSET SERIES 630 KEYED THUMBOLT DEAD 3OLT, GRADE :I-:NE (I) EACH ACTIVE PANEL 2 47 3/4' FROM BOTTOM GF THRESHOLD, 3. TM STANDARD FLUSH 3OLT LOCK, EXTRUDED ALUMINUM 3OLT AND PLASTIC FACE-TWO(2) EACH :OCR PANEL. 4 . TM STANDARD BUT HINGES, EXTRUDED ALUMINUM 'WITH NYLON 3L''SHINOS- HREE EACH DOOR PANE -, C. T:R DOERS WITH REINFORCEMENT PACKAGE ' : ' :TAN SERIES T30AX26 DCP <EYED ENTRY LCC<SET - :NE (I) EACH ACTIVE PANEL 239 1/2' FROM 3OTTOM OF THRESHOLD, 2 TAN SERIES 780X26 DCP DEAD 3OL7-ONE (1) EACH ACTIVE PANE_ 47 3/4' FROM 3CTTCM CF THRESHOLD. 3 TM STANDARD FLUSH 3OLT LOCK, EXTRUDED 'LUMI,NUM 30LT AND PLASTIC FACE-T \'O (2) EACH DOOR PANEL. 4. TM STANDARD 3UTT HINGES, EXTRUDED ALUMINUM WITH NYLON 3USHINGS -THRE= (2 EACH DOOR PANEL, 5. PROVIDE .350' X .300' ,NCMINAL WEEP HOLES 2 1/2' - - RCM EACH END :F EACH PANE_ THRESHOLD, WEEPING TO THE EXTERIOR, WITH OPEN CELL FOAM PADS. 6. MINIMUM GLASS SITE REQUIRRED AS =CL! O`dS: TYP. GLASS SITE AT DC:R PANEL = 3/9' AL_ S:CES. -vP :LASS 3I AT PIXED =ELITE = _ ALL S10ES. A__ STRUCTURAL FRAMING MEME3FPS ARE 4 L •1INL.,M ALLOY 6063 - MIAMI, :ADE COUNTY APPROVED SHUTTERS ARE ,REQUIRED =OR INSTALLATION OF - .ESE ...N: - S. Y V 1 V V 1 .../ 11 ' S'a2c'646 ALUM FLUSH 3CLTS (2 EA. DR. PANEL) :2 '3'43'208 ' EXTRUDED ALUM. ROD HOLDER 13 STE:'_ 3/9' DIA RC,1N0 THREADED R.2D(2 EA.PA.NEL) :4 STE:'_ 3 /a' HEX NUT (2 EA T',iREADE: C) 15 .STEEL 3/6' FLAT 4ASHE.R (2 EA THREADED ROD) :6 STEEL 3/8' LOCX ' ASHE.R (2 EA THREADED RCC) 17 :22'1 1/9' GLAZING CHANNEL, VINYL :8 :2Z, , 3/ :6' GLAZING CHANNEL, VINYL 19 _.A1S 1/8' THICK FULL'r TEMPERED GLASS 20 ' -A:S 3/16' THICK =LILLY TEMPERED GLASS 2 : 403 '; ULTRAFAB OENTERF)N VOOLPILE 22 303 :' VIBCRG 3UL3 VINYL VEATHERSTRIP SILICONE 3AC< 3EDDING 3/4' PLASTIC -ICLE PLUG COVER. 23 30 :D:2 2 DR- 2°_ 414 2S 1 /4' :IA. 27 SER 1 00 I29 SER :3C ! 129 ' SER 7 23 (3),!220 SER 30 1' _9 2 A D1 AU,:M. 23 STcc 34 135 STEE. 26 STEP. 37 39 .0 ,41 3 4L SCRE'.3 PAN :;E40 SS. SHS x 1 './2' PE.NETRATICN SHEET 1 - S -E - SHEET 4 - SHE ° - SHEET 6 - SH - EIF Nr' N ', A' IAPCGN ANCH.CR X 1 3/4' EMBEDMENT XVIKSET <NC3 LCCXSET, GRADE II 1 /ACTIVE LEAF,REINF ?KG 'N','A','3' KVIKSET DEAD 3CLT, GRADE II 1 /ACTIVE '_EAF,.REINF PKG T ITAN 7:0AX26 DCP LOCXSET 1 /ACTIVE _E.AF,RE :NF PKG TITAN 78CAX26 DC? DEAD 2CLT : /ACNE _EAF,.RE :NF PKG 'C TM STD. 2UTT 4INGES *37888 'd/ *37289 1/6' X . 1.'2' S0LARE TUBE x 71 1 /2'LCNG X 39' LONG 2 .070' X : :/2' S ?(,ARE Tu3E X FULL LENGTH 1/8' X : : /E• X 3' RECTANGULAR "U3E X 92' LONG /8' X : 2/9' X 2 3/4' X 3/8' CHANNEL X 95 1/2' LONG (FULL 4T.) /9' X 3' X !/9' LEG X 4' LCNG "J' CHANNEL INSIDE VERTICAL -ULL) . ' :ELDER TD STEEL PLATE 1/9' X 2 3/4' X 12' /:6' ' ' /.' COUARE TUBE X 39' LONG (PANE HT. - 4 :/9•) 3/16' X ' t /P' x 3' RECTANGULAR TU3E Y 9?' LCNG (PANE HT, -1 ±/9') EA. '1/9' X 2 3/4' X 1 :/8' LED x 95 1/2' L ^LNG (FULL 4T.) C - NESTED 70 FORM TU2E SECTION. NGLE SILL ADAPTER 'dITH ) 1/2' RAME ASSE43LY,4:0x1'214,C.H..S.M.S. : 2 Ea SCREV S,"S,"= c9 E ' - SHEET 9 - 3CSS. TYPICAL. 3IL_ P<G, P<J P<O. 2 <2. P<G. P 2 'LOCK STILE (PANEL 4T. - 5/9') HINGE STILES (PANEL 4T. -4 1/9') TOP S 3077. RAIL. (PA.NEL aT -1 1/8') cNS, TM WINDOW & DOOR CO. 601 N 12 AVE., POMPANO BEACH, FL Metro Dade Product Approval :raex. SERIES 230 FRENCH DCCR 1G,LASS TYPE AS NOTED .F :LE CCNFIG, Snee 1 Dc-e Rev pa99230'SEE OF 9 QOC A===D \//2,.__ MATERIALS i :ENERAL NOTES E_ ' /AONS i ANC - INF :R'.IA DE I_: AND _CMPARA /_ :S ___ - - - ✓AT:ONS . ANC -OR :NF =RMAT: 2ETAILS AND CCMPARATI\ /E ANAL'':: 3', __ VAT:CNS 3 ANC: SCR INFGRMATIT DETAILS AND CZMPARAT:` /E ANAL'SIS OLE` /aT :ENS 3 ANC', :R :NF= pMAT : =N DETAILS AND COMP- RA`,VE T . v � 2' 2 700 PPOG T VIOL �'u4 3',i uix..ANCE r3FF .:i .CCE? C tic f C 9 :2• ^Z • ••■••••••••••■■•••• ••••• - v.•••••■•••••■=•••■•••■••■•••••ev,•-•sreqs,".cmesve..ItML.Ik 7V••=.••••V 1 r..X1ST cAF:I.AgE LIEILIE OPEN , \ ■ ‘,‘ \ \ \ • \ \ \ \ \ \\\ \ \ \ \ , \ \- \ \ \ \ \ • - 4 el, -I- /'-0 23 DECK _____FIL 00 2 PLAN 1/4#= -r•-••••- •Lacr.1%.•,,,r ...=CVVVVIVVV., • ••• • • • • • Exs ano 1 EL. 1-0 —46- • • • • FO U NI • DEC F're/_\ MI NG PLAN 1J-0 pool. IM. GRADE NLIAI rDECkING O Evl; ••■••••••••■••••,••••••••••-••••■••••.••••••• ■••-■••• Tog NAIL) oisr H4H6E D E +In -ewe. ,V•v_elar. fr••• .11,0•,■OuriC,I'e1 "Lar-lu Vir/N•a••=.3.• .■•••• L.A... • Ai• 7 11 • ••■•■••••■•••■•■• 3/ EX1 6PAC.:ER ' 4 rer.ptirAL) I.A 65 €t / O. C. ST4GGERP 13 6" WO. paeir WO. /IL/N(i SE/EL - roP 1 807: :-'x4" c31 gGE ,f-.3F.41 B112"0111kU bOLT 4 2 NEOPRENE w46HEret POR P,,eiCEFS IDE / '‘X /0 Li EA. oF po5T wiz- 3/49 - Mk() 801_rs 12"x 4" PLcf•KIINIG \ \ -2 1 xe I FP/AMIN(.; Posr E31.)C1ET 24 •A x PAD Frr:-.; v/I2g 5 4) EA . WAY AJID, E3 ENCH ET L_ ' - r E L L. 1 4 POOP F M NG • 3 15''t 1 • _ It / O. C. O ( BL INO MIrg-t?) • EXIST: 'POOL 'FIS/70 •••••-•••••••••••• ff MST. ALLEY icaoo- _ MEIN WOE - 0L - CK GENF:2AL 1•10 'RAILINGS , P...eirrgk;f5 gNCHS A k I NCI <3 HA Li_ 73E: PP. ff:550<e05.: - r - REA, - rts - D V/(290 - PRE5p V4 - rive. ALL HAILS &,LT CUP CoNNEC j w7A15 _Pos•r r_ 'A? TR. .4 pE 6- ALVA Hie _Pr:U. N.E. g s•regg T 1a .; 610r-W;< 100 "X/S 1 - Pnisimill mak I IAL EVATicA\I 1NG PP OPO SE-: WOOD DEC, ADD' 1\1 F NA A , . . )-* k 1 ST`/ NG 1;* pry *; l • F • •I •" • 442)F.:41 oi„ Kx �"".I' r+,7. 7-• a r•_ a S +w�dt a DATE POLLt TI CONTROL NETRFPOLIT N DADE COUNTY SEWAC1 DISPOSAL Facii$ies ONLY API4 ROVED - wt crJA TTr+t- tif: -Y r ��ti�.:rs4;ftt- .,�is✓,h. �!n..w�.:it....t'rt �' .f".:E•;..�y 1 I r ot IS 4 -T'heseL -: fs S c'f �yrdr 5 0,iletca Q t PkANCC I S as /,v cD S /'rrglvr1 l i v 4 citr A1110 • r= ` `�� e"; c, a raxs.,iijj 414ptitiolt *l4 ao ems• Arttb fed Weti41 ate butit ia. regulations titc4 kxrtiae. Ail rtittfovt ic^� cmittioa. ^ fi t svy Pe L 1 I 1 Le:I tIQrl h 3iI. La tzvt iora st, A is-Oki t ? ) 17 ft t� -'` i 154 r PAS .t . . ,,,,. POOL 0 AT'T1 N., POOL Pi-44W :' .., • . e?, 3Crjt • FILTER AREA 20Th FILTRATION RATE C2M B ACI(WASH RATE 60 0/ TURNOVER RATE (p n PUMP SIZE 3 /f,a SCHEOULE Board A 8 C , 4:-0 . . It. ' d Z -S 10 - 0' '72 - 7 - 0 -1- 2 03 -- ' 0' 4 : Tr 3' -10' S- 2 V- 9' -3 14'. 1 ill sw pools shall . bear on rock or undisturbed sand. ifeinforcing sleet shall be intermediate grad. steel onfornning to A.S.T.M. A -305. Stool shall be bent, lapped a nd plaesd in accordance withe A.C.I. standards and 7 e fjcgjions. 3 G rate ' al:: Main Drain shal/•have a fres area four limes the o rig ` :of`;Ih. suction line. pool piping shall be P.V.C. Sched. 40 non - thread, N• S ' aPpro ve d. 1!Y ater `supply and disposal shall be installed in a way so that th ere: is no cross connection with o domestic water supply o r wafer disposal system. 4 { air and lint strainer shall have removable screen with Ap rlura -; ono size larger /ban suction line. 7 X 11 mddallic conduit, piping system, reinforcing steel, lighting' fixtures and fixture housing, metal parts of f addors divig boards and /heir supports shall be G onded .logelher and grounded to a common ground. Fi bonding conductor shall not be .smaller than 8 copper. t9r lY . ovhd wiring within 10' of pool. 4 R .sponsibi/i/y of backbiting and compaction around 00I and pool deck by General Contractor, not pool onlrac#or. 10. Backwash shall be to an under pool sump of 100 sq.fl.min. arta of washed drain rock, lawn irrigation waterway, p lc. fn, accordance with local ordenanc.. Disposal: of poolwaler shall conform to Sec. 5004 of the $ FBC. "Surfac. grading shall confine ponding of pool 'water_ within lot lints and such ponding shall not persist for more than !hr. after discharge. Item = Description 1 Z 4 8 10 // 1 13 /4 /5 16 17 18 /9 NER NO TES EQUIPMENT SCHEDULE filler System Filter Housing Tilt Coping Handrail Ladder (Grab Rail) Diving Board and Stand Decks Special Fillings Siphon breaker Lights Heater Pump Hydro relief Vacuum cleaner Test kit Fence and got. Screen enclosure 1111111111111111111111•11111. 11111101116.. Tim. clock and transformers White marble plaster TYPICAL WALL SECTION Filter 1 To Waste - TO L fZ6R4JN 4 '& 4 - S'VM P 14'Vacuum and Skrnnmer line J SPIN- O-MATIC FILTER a PIPIIIQ DETAIL Ti le r c A 4 reinf w/ 6.6 10/10 mesh Iit one Skimmer Ma in ()too line 4' -O" min. 8'm 4 "s I Coping Filter cloth Tp waste- O Pod Conc.or copper Ihght niche Steette* form or Kroft board .01st ord spacers Hair and)hnt Such ter Junction bon B'obove deck Pressure 'oge and Ar relief To Pool Pool bottom slob thickness (1n ) FORMULA AND CHART FOR FOOL BOTT. SLAB Slope 3710' f S B ftgl w /1 con'. Shgh1 gloss Pump NOTE �f � n.whdth of deck -4=0 DECK FOOTING a SLAB DETAIL FILTER a PIPING DETAIL Harr and irt- Strainer r Re Air relief Filter -fine sand / CAdrse sand Pump U'e tAOn Drain to ne of valve Pool To Fhn G ode (4.0'I ft.: FloodCrhterho (Pool Bottom • STEPS a HANDRAIL DE TAI L I '3' 0`1 Auahitoff pump tine tO be attached whenemptyhng pool during periods of high voter la es WELL POINT DETAI L To pump Frock collettlon bt where hydro to t ter needed • NOTE; Steel reinforcing in floors it eQ rL "4" a>ro. * J > " vrvl In wOp3 *) `1 it" Bois wii.S Bearing capacity of ,soil fo 6. 23'00 Use slo Stornless Steel hd.- 2 1 for stn,ct:I --]hd. ' 4s V,[t ^ �: ; r:: &1W 4 Lt w y,; W� H Y D ROS TAT 1 C Water level LADDER DETAI L POOL ECTION WITH DIVING BOWL Gloved ceramic irle t `Skimmer Lam] Woter level Rol cs woo thick asp ured, conc. -6; T OP, 8" s 0 T. ntte.- ---- -4 EOI°, G" Bo T. f loos knfAC ut€Q tone. --; nay 4 u . our D+i griert a pci4 ' 4 soil to ba 4r00 As . f , TYPICAL POOL SECTION . #3aD 12'cc eo. way A 1T c dr Pre cost conc.or rustproof flbergloss te a. f Main Dram TYPICAL CROSS SECTION En cos e Mahn Drain hne rn conc. Mahn s ore �� I)T' .C.lhne to pump T :Hydro relief valve onty when required 1 Oki i 11-48.1 cos, conc or rustproof rgtoss Morn Orohn ING BOARD DETAIL 8 SCHEDULE D AMES RODGERS ;.` ONSULTII4C1 ENGINEER A! P r o, ad: 4 ice— i r See deck del. UA -CLEAR POOLS, INC. ASQ NE 123 St. No. Miami Fla. Mil M i2 5 _ d 9 I go,'t i-1 . ST R E-& 7 \I cM L SJ -O(2E S 0efe 0 0