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MC-05-106
S ADDL. ANCHORS READ. INTO OR THRU W000 BUCK - INSTALLATIONS ONLY 6" MAX. TYP. HEAD /SILL CORNERS 0. S 34 5/8 HEAD & SILL L k II 1t 30 1/4" D.L. OPG. 34 1/4" PANEL WIDTH N : C (C 1-1- 1 I Iff g THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 26 1/16" Dl. OPG. 34 11/16' LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 144 FRAME WIDTH 68 3/4" FRAME HEAD & SILL 1 { 1 I'I w THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • ARE NOT PART OF THIS APPROVAL. • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 810 WOOD ONLY. • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO • • • : • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 12" MAX. ( OXXO ) I1 ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• 34 5/8" FR. HEAD & SILL = L� 11 30 1/4" D.L. OPG. 34 1/4' PANEL WIDTH • • • • • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • SURFACE APPLIED - FALSE MUNTINS MAY DE USED F � V m a n I rn 0 m ADDL. ANCHORS REOD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY r LI TYPICAL ELEVATIONS TESTED UNITS /n / II D.L. OPG. FRAME HEAD & SILL -rr / 26 1/18" FRAME WIDTH 68 3/4" Engr: APSHAD MAR CIVIL FLA. PE 9 38863 C.a.q. 3638 AUG 1 4 104 1009 71 3/4 12 PRODUCT RENEWED as complying with the 61017d* 13uiid:ty; Cca* AcceP.ttuto N° I • _Q :. BY _ 1«.i Miami Division NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. 8 c 4: v a v 2 0 8 3 88 8 S 8 S 8 o P. /I m sly ` I � 119J drawing no.1 W04 -511 (sheet 1 of J DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELTES SIDELITE WIDTH INCHES FRAME HEIGHT Ft. /18. GLASS TYPE 'A', 'B', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. (4) INT. ( -) EXT. (4) INT. ( -) N N O h b n 80.0 70.0 80.0 70.0 80.0 42 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 27 70.0 80.0 70.0 80.0 30 7/0 70.0 80.0 70.0 80.0 33 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 39 70.0 80.0 70.0 80.0 18 70.0 78.9 70.0 80.0 21 70.0 74.8 70.0 80.0 24 70.0 71.1 70.0 80.0 27 8/0 67.9 67.9 70.0 80.0 30 65.0 65.0 70.0 80.0 33 62.4 62.4 70.0 78.9 38 60.1 60.1 70.0 78.0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) OW w_ C■ 11 / -rte -' FRAME HEIGHT GLASS TYPE 'A'. 'B', 'C' OR 'D' DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME 810TH FRAME HEIGHT GLASS TYPE 'A'. 'B', 'C' OR 'D' INCHES FT./1N. EXT. (4) INT. (-) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 I 0- b g / \\ / \ / O O / / / / NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11/16" 20 -1/16' 3/0 (X) 37 -1/2 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4 28- 11/16' 20 -1/18 8/0 (XX) 71 -3/4 34- 11/16" 26 -1/18" o- LAS ' N \ �` / 1 -- ' 1 IL FRAME HEIGHT LEAF HEIGHT HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 69 -I /18' 85 -5/18" 8/0 95 -3/4 93 -1/4 85 -1/16' 81 -5/16' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN 8EL0W OR SMALLER) - 80.0 PSF = w DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS TYPE 'A', '9'. C' OR 'D' FRAME WIDTH ( X) FRAME 810111 (0 ) FRAME WIDTH NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO OUALIFY DOOR & SIDELITES. •• ••• • • • • • • • • • • • • •• •• • ••• •• • • • • WIDTH • • • • • DDOR•MOTH • • • • • • •- •., • • • • • • DIRAlf Uti WIDTi:(016R) • • • • ••• • SIDELITE WIDTH = OUW - DOOR WIDTH ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREUVFORCED MULLION c) ( 80 ) 08 AUG 1 4 2009 REINFORCED MULLION Engr. ARSHAO VICAR FLA. PE 8 38863 GAN. 3538 ( OXXO ) ( oxo ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 'RODUCT RENPAN1 t) M 0019917103 vial Cu Hortdn 3aUdin Ccdo 4ccep".arco No0 SY Mt= : : Product Co )ivr ion a S B drawing nal W04 -51 sheet tot 7 ) 3/16' X 1 -1/2" WEEP SLOT 1 /SILL AT SIOELITES TYPICAL ANCHORS SEE ELEV. FOR SPACING Y 18Y /WOOD RUCK A. • ° a J /1$' 1 -1/ TYPICAL ANCHORS P 1 SEE ELEV. FOR SPACING 2 1�siL � A DOOI METAL STRUCTURE OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM • • • v' Q' t *.i �IT ' • • • fiD • • • • ° • • O. • • • °• • WIC* ANCUORS • • • • • SSE ELEV. FOR SP INA • • ••• • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q N HI- PROFILE BOTTOM RA T APPLICABLE TO STATIONARY ANO OPERABLE UNITS Engr: ARSHAD MOM CIVIL F A P5 # 38883 CAR. 3538 AUG 1 4 1003 PIOLeUCT RENGWE9 ns c= mr3yi. with iha Florida BUSjA a Ccds Aa.1181r.ca Idn i . . B Product Can Crivisian 1+ s i 7 drawing no. W04 -51 (sheet 3 o 7 u1 3/18" H.S. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16' H.S. GLASS SILICONE DOW CORNING 795 T iiLj CLASS TYPE 'A' TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16' H.S. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 3/16' H.S. GLAS sIUCO DOW 1111 GLASS TYPE 'B' 28Y 9000 N. OR I N.. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING GLAZING OPTIONS MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA rtn TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • RNING 795 • • 7 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB 1/8" H.5. GLASS • • • • • • • • • • •LIC•NE• • • • • W OIN• • • • • • •• �• 7 • • • • C' �1- • • • • i •• • • • • • • • • GLASS TYPE 'C' 1/8' H.S. GLASS .090" INTERLAYER 'DUPONT BUTACTE PVB' 5/32" H.S. GLASS • • • ••• • GLASS TYPE 'D' SILICONE DOW CORNING 795 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCD' (Fo =177 (51, Fy =155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. WOOD THRU 1BY BUCK ONC. OR MASO 1 -1/4" MIN. EMBED INTO C. C. OR MASONR DIREC 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY B14 SMS OR LF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SEI F DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") •(NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Fm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Eng,: ARSHIC 91OAR CNIL FLA PE / 38863 CAN. 33538 V / AUG 1 4 tons PRODUCT RENEWED ES consplyira with the Florida B•.al utflT CO lit Moo sty= Division Product Co F1- • a 2 5 cm o $ • m v82 8 0 a m u v y o .e 3 n # drawing no. W04 -51 (sheet 4 of ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • 1/4' MAX. SHI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM SPACE #10 X 3/4" SINS ® 6' FROM ENOS & 14 0.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING /I F' REINFORCED MULLION SEE CHART ON SHT. 2 96' X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) 160 W000 BUCK • • •• • • • • •• ••• LEAF WIDTH • ••• ••• • • • • • • • :R4 WIDTH: • • • • • • • • • • • • • bXWE1IO • • • • • • • (•� ) ••• • • •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• •• 000 • • • ••• • • EXTERIOR ( OXXO ) CU TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END �G) CONCEALED FLUSH BOLTS AT 10" FROM EACH ENO OPTIONAL TRIM IN- ACTIVE LEAF MULLION REINFORCING CHANNEL .96' X 2" X .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) AUG 3 4 zon9 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Tl UNREINFORCED MULLION SEE CHART ON SHT. 2 REINFORCED MULLION L SEE CHART ON SHT. 2 4re►. StJ!! M{mni . ,�, Product Co P A:ion 0 r Ati drawing no. WO4 -51 sheet 5 of 7 4.000 - r - 1.779 1.500 .078 r° 2.016 - u i) FRAME HEAD /JAMB 1.608 .3 i �j 3-1.500 -4I (18 WEATHERSTRIP ADAPTER 4.000 b 1.750 --1 .590 © TOP /BOTTOM RAIL 078 3.500 1 - I 1.145 I-+- .0627 ) I I L s -.4 .927 - 14 SILL COVER 0 HINGE STILE � -1 .361 .225 .105 2.250 (3) WEDGE GASKET (SCALE 1,1) 3.350 4 - .078 rn 33 � - 2.674 -M SHEAR PLATE 13 JAMB TRIM (OPTIONAL) 1.112 .250 1.531 PANEL CLAMP 2.000 .913 1.750 .621 .094 0 SIDE UTE STILE 1.984 4.625 094 •• ••• 4 • • 4 • •• • 4 ••• 590 1.750 • • 4.000•- • • •• • • (JB ® LOCK STILE /KEEPER STILE h - -2.125 0.375 .688 0.312 4 ' .688 I� 2.125 P L 3 PIECE HINGE ITEM g PART # 1 ES3001 -1 2 ES3001 -2 3 ES3002 -1 4 623003 -1 5 ES3004 6 _ 653005 -1 A ES3024 7 653006 -1 t! 653007 -1 9 ES3007 -2 10 653008 -1 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT 12 F8 -1202 -914 2/ LEAF CONCEALED FLUSH BOLT 13 653011 AS 0E00. JAMB TRIM 14 653012 1 SILL COVER 15 663013 2/ LEAF WEATHERSTRIP ADAPTER 16 653014 -1 4/ PANEL PANEL CLAMP 17 653003 -3 3/ OPER. LEAF HINGE ASSEMBLY 19 - - DOOR LOCK (SAVANNAH 201SL) 20 - - DEAD BOLT LOCK (PREMIER) 21 W22321•0 AS RECD. FIN -SEAL PILE WSTRIPPING 22 ES3020 AS RECO. BULB WEATHERSTRIPPING 23 1/ HINGE HWGE REINFORCING BAR .125 • M•LLIpN • • 2 •RE/NF•Cl/I4NAIEL • • • ••• • • • • • • • •• 2.414 _, • 078 .395 d 55 • • • • • • at 6 • • •• • • • • • • • ••• • Q SIDELITE ADAPTER 14 HI PROFILE BOTTOM RAIL QUANTITY DESCRIPTION 2/ LEAF TOP AND BOTTOM RAIL 2/ LEAF M- PROFILE BOTTOM RAIL 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 1/ LEAF DOOR LEAF - LOCK 5106 1/ LEAF DOOR LEAF - KEEPER SIDE AS 0600. SIDELITE STILE En•: ARS71AD V10AR CNIL FLA. PE 38883 C.A.N. 3538 AUG 1 4 2009 MATERIAL MANF. /SUPPLIER/REMARKS 1 FRAME HEAD 6063 -76 2 DOOR FRAME JA118 6063 -T6 1 DOOR FRAME SILL 6063 -T5 AS REDD. SIDEUTE ADAPTER 6063 -68 AS REQO. SHEAR PLATE 49 ANCHOR LOCATIONS 6063 -66 3" LONG 24 AS RECD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 2/ LEAF 3/8" 01A. THREADED ROD W/ NUTS 28 AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD WAS 27 AS REOD. MULLION REINFORCING CHANNEL 28 654014 AS REOD. BOTTOM RAIL GLASS STOP 29 ES4019 AS RE00. PANEL SIUCONE STOP 30 - AS RE00. 3/8" DIA. X 1/8 HT. BUMPER 31 654013 AS RE00. WEDGE GASKET 32 653022 2/ STILE FLUSH BOLT BRACKET 33 - 2/ EMT. BRACKET INSTALLATION SCREWS - #10 X 1" 311 SMS 14 0/100 AS REGD. DOOR PANEL WSTRIPPING PRODUCT RENL'WBD as corapIgins with th4 Florida UuRdlai Code 0+ Aa`pi`a` Daze. !1 :. 4(2P1 VLTRAFAB AT SIDEUTE PANELS 1- 1/4"X1/8"X4 -I/4" LONG g S 8 8 drawing no . W04 -51j (sheet 6 of 7j ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • •• ••• •• • • • •• FRAMF BOTTOM CORNER • ••• •r - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • COOR LEAF CORNER AUG 1 4 LU09 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode 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 V DESCRIPTION cries 2000 /2050 Aluminum Horizontal Sliding Window- L . . APPROVAL DOCUMENT: Drawing ' o. • = • " :,: - 2000/2050 Alum. Horiz. 'ding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by A1- Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Contldl". Revision stamp with the Notice of Acceptance number and expiration date by the Mtamirl3ade County Product Control Division. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name of MQo, city,.snand following statement: "Miami -Dade County Product Control Approved ", unless othervv:se noted *eine RENEWAL of this NOA shall be considered after a renewal application has been Medal there & ten no change in the applicable building code negatively affecting the performance of thpuct. • • ..• TERMINATION of this NOA will occur after the expiration date or if there has been a revision ge in the materials, use, and/or manufacture of the product or process. Misuse of this N)� a s pi enc'oj i ent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fire 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 # 08- 0527.13 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 Manuel Perez, P.E. NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 • • .• • • • • • • • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • • • • along with rriarked -up drawings and installation diagram of serifs 2,f40 alunilllftfn horizontal sliding window, prepared by Fenestration Testing Laboratory, Tes:i. Re ort No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Wolk, P. E. . (Submitted under previous NOA #08 0527.13) .... • .... 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 °•••• • •••• • 2) Uniform Static Air Pressure Test, Loading pei• TAg202:94 3) Water Resistance Test, per FBC, TAS 202 -94 ' • • 4) Large Missile Impact Test per FBC, TAS 20t -94 : . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced E n t r y Test, p e r FBC 2411 3.2.1, TAS 20 -94 . • • • • along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07 0928.13) 4. 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 'SAS 201 -94 E -1 Manuel Perez, P Product Control Exa [/ NOA No. 09 -1008. i 6 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ES Windows LLC NOTICE QF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03 5. 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03 0910.02) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad. Viqar, P.E. • • • • • • .. • • . Complies with ASTM E1300 -02/04 • • • • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). ..... • •.. • • • • E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 09 0312.03 issued to E.I. DuPont DeNempuis & Co.; Inc. for their "DuPont Sentry Glass Interlayer" dated 05/13/09, expiring on C11/1‘412. 2. Notice of Acceptance No. 09 0312.02 issued to E.I. DuPont DeNemo rs & for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring m1.4211/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1, Notice of Acceptance No. 08 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window -- L.M.I., approved on 07/ 0 08 and expiring on 11/06/13. E -2 Manuel P P.E. Product Contro xa er NOA No. 0` - 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 • • • • • • • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building [ El Owner's Name (Fee Simple Titleholder) Owner's Address 179 /ion t-• 9 7 S7 City 4/,4 S igd t/`' State $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration Describe Work: ` A)/ ( T 3 owe- Total Fee Now Due $ 1 1 Z . c10 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Name 1 , q u n i Contractor's Address J. 4, ic3 City / edl / —4 State Zip l� Qualifier 0 ,1560 -- w State Certificate or Registration No. C 1 (0 J C /g3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 3 X1 9 /S°77 rfee MK- Phone # 365 ['New Permit No. MCOS — (DD aster Permit No. Zip 37 /3e. echanical Roofmg Zip 35/3i Square Footage Of Work: Repair/Replace ❑ Demolition iv Co.vp6JS, ( * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees ****************************** 0 Submittal Fee $ Permit Fee $ >1 CCF $ 1 CO /CC Notary $--- CO Training/Education Fee $ b • teCa Technology Fee $ 2 . . . Scanning $ 3. 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ DESIGN LOAD CAPACITY - PSF (XO OR OX S(ZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL R.D. MTG. RAIL GLASS TYPE 'A' CLASS TYPE '9' GLASS TYPE '51' GLASS TYPE 'HI' GLASS TYPE '0' 1.888 TYPE IV GLASS TYPE 'AI' GLASS TYPE 'HI' GLASS TYPE le GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) XL1 INT.(-) EXT.(+) INT.(-) EXT.(+) INT.)-) 26-1/2" 37" 53-1/8" 74 26' (3) 3 70.0 80.0 ,C 70.0 90.0"') 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 95.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 981.0 70.0 80.0 80.0 90.0 26-1/2" 37 53-1/8" 74° 38-3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80,0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 80.0 70,0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 28-1/2° 37" 53-1/8" 74" 50-5/8" ( 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 - 70.0 90.0 70.0 80.0 80.0 90.0 28-1/2" 37° 53-1/8" 74" 63" (S) 3 70.0 800 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 87.3 70.0 90.0 70.0 80.0 80.0 90.0 5 42.8 48.7 70.0 86.8 70.0 80.0 80.0 90.0 7 80.0 90.0 24 36" 48" 60" 72" 24 (2) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 88L0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38' 48" 60" 72" 38 (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 'g 'tSfi 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 700 80.0 70.0 90.0 70.0 80.0 80,0 90.0 48° (4) 5 70.0 80.0 70.0 90.0 70.0 80.0 800 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 N m b n 3 70,0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 80' (6) 5 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 7 - 70.0 78.7 70.0 78.7 80.0 90.0 A w NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER STO. SILL WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF U6IIT EXT.(+) LOADS TO 70.0 PSF 4 • • ff • • t • • • • • • • • • • • • • • • • • IJ . • • • • • • , •• • • • • 1 • r ... • • • • • ro • • • • I • • • • • • • • • • • • • • • • If-RISE SII.1. WITHOUT fISER • I$-$l 5110911TH RISER LIMIT EXT.(+) LOADS TO 67.5 P' MIT EXT.(+) LOADS 70 80.0 PSF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • STD. MTG. RAIL S-2000 ILD. MTG. RAD, S-2000 SEP 1 4 2009 MTG RAIL. S-2050 M.D. MTG, RAIL S-2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Emir, ADSHAD"."•-• rammer REvISUP CML ingowpiyIng with the Vied. * PIA. PE A 38863 ■ 0.4.8..:3553 • 28 M) 8 8C 48 f • Air • i; • Rate . f4 • 3 fo"" c 0. Ji 1 I 5 0 8 88 05 3 8 0 3 034.301,1 7 drawing no. W03-75 1'. Ifl (sheet 2 of 9) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2000 WINDOW DIMS. WIDTH HEIGHT 74 106 -1/4' 111" 74" 106 -1/4" 111 74 106 -1/4" 111" 74" 106 -1/4" 111" 72 84 96" 108" 72" 84" 96" 108" 72' 84" 96" 108" 72 84" 98 108 26" (3) 38 -3/8" (3) 50 -5/8 (4) 63" (8) 24" ( 36" (3) 48° (4) 60° (5) A 7 10 10 7 10 10 7 I0 10 7 10 10 8 9 10 7 8 9 10 7 8 9 10 7 8 9 10 STD. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 45.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 54.2 47.6 INT.( - ) 80.0 80.0 80.0 80.0 80.0 80.0 51.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 BOA 81.9 54.4 GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'C' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 704 70. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 oft.(-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 83,9 78.7 GLASS TYPE 'D' EXT.(+) 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 INT.(-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.7 B.D. MTG. RAIL GLASS TYPE 'Al' GLASS TYPE '01' GLASS TYPE GLASS TYPE '£' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90,0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 A = NO. OF ANCHORS PER HEAD & SIU. ( ) N0. OF ANCHORS PER JAMS STD. SILL WITH RISER STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXr.(+) LOADS TO 70.0 PSF OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 9TD. MTG. RAM 5 -2000 110 4170, 891. 5 -2000 ••• • • • • • • • • • • •• •• 141-RISE SILL • user EXT.( +) LOADS TO 66.7 PSF 9711. MTG. 9411. 5-2050 H.D. 5118. RAIL 5-2010 • • • • • • • • • • • • • HR.RISE MOWN* RISE& LIMIT EXT.(+) LOADS TO 80.0 PSF ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • 0 • •• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2000 WINDOW DIMS. WIDTH HEIGHT 74" 106 -1/4" 111" 74 108 -1/4 111" 74 74 72° 84" 98" 108 72 84" 98" 108" 72" 84 68 72 26 (3) 38 -3/8" (3) 50 -5/8" (4) 63' (5) 24' (2) 36" (3) 48 (4) 60 (5) A 7 10 10 7 10 10 7 7 7 8 9 10 7 8 9 10 7 7 STD. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Kr.(-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPE 'A1' GLASS TYPE '111' GLASS TYPE 'C' EXT.( +) 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 INT.( -) 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 GLASS TYPE '0' EXT.(+) 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 70.0 077.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B.D. MTG. RAIL GLASS TYPE 'AI' GLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE 'E' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 MT.(-) 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 A m NO. OF ANCHORS PER HEAD & SILL ( ) m 140. OF ANCHORS PER JAMB (1/49) 4 (1/2W) ( l / 4W } OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Env: ATC MAAR fia PE 8 36863 CAN.. X538 SEP 1 DUCT REVIS0D HL29a 81,9619 %tam 044, 1 t4 0 0 sr A tfl a. drawing nO. W03-75 11111111... 0 0 kI rgb 0 n.. g 4 • •• • a 1 0,1 11 10111 • • " 9 • • •i• .•... • TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK a 4 n TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS -.SEE ELEV. FOR SPACING • • • • • • • • ••• • • • ••• • • •• • • • • • • • •• • • • • • • • •• • • • • • • • •• •• • • • • • • ••• MIAMI -DADE COUNTY APPROVED MULLION Bt MULLION ANCHORS SEE SEPARATE NOA • • •• ••• • • • ••• • • • . • H EE E • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UI TRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONR 4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL. STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WE PROLES; W1 = 1- 13/16" % 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END IBY WOOD RUCK SERIES -2000 SERIES -2050 g n 0 7 a. 0 u 0 D R 8 8 6 8 8 d rawing n. 1 W03 - 7 5 (sheet 4 of 9 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. e ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • •• • • • • • •• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • • • ••• ITEM 2 24 3 5 53 6 64 6B 9 10 11 12 124 12B 13 14 144 15 16 184 17 18 19 20 21 22 23 24 25 26 27 PART # (51003 (52001 (52012 (52003 (51005 ES1051 ES1004 (52004 651052 (51053 (51007 651006 (52008 (52002 (52011 (51009 SL203 #8 x 1" ES1012 C18251N W23221N0 #8 1 #8x3 #10X4" W2321NG 523291NG WPHL -100 #6 X 1/2" (51010 (52007 (52008 ES2008 (51505 QUANTITY 1/ VENT 1/ VENT 1/ SENS 1/ VENT 1/ VENT 1/ VENT 2/ VENT 1/ VENT AS REOD. AS REOD. 2/ VENT 2/ VENT 2/ LATCH 1/ LATCH AS REQD. AS RE0D. AS RECD. 2/ VENT 2/ VENT AS 1(00. AS REOD. 2 2/ BAFFLE AS REDO. 4/ VENT 2/ VENT 2/ VENT 1/ WEEP 1/ VENT DESCRIPTION FRAME HEAD STD. FRAME SILL HI -RISE FRAME SILL FRAME JAMB FIXED RAIL (5 -2000) FIXED RAIL (5 -2050) STO. VENT MEETING RAIL (5 -2000) H.O. VENT MEETING RAIL (5 -2000) STD. VENT MEETING RAIL (5 -2050) H.D. VENT MEETING RAIL (5 -2050) TOP AND 130110U RAIL JAMB 570.E GLAZING BEAD 511 TRACK INSERT STD. SAJ. RISER SPRING LOADED VENT LATCH SWEEP LATCH LATCH INSTALLATION SCREWS VENT LATCH SPRING FOAM FILLED FABRIC W'STRIPPING FIN SEAL PILE WSTRIPPING FRAME/VENT ASSEMBLY SCREWS FIX. RAIL SILL SCREWS (STD. SILL END) FIX. RM. 5111. SCREWS (41 -RISE SILL ENO) VENT & F1x. RAIL W'STRIPPING FRAME JAMB W'STRIPPING BAFFLE BAFFLE SCREW GLAZING GASKET ROLLER HOUSING & GUIDE ROLLER ROLLER PIN OPEN CELL FOAM PAD 5/18" BOX SCREEN FLUSH FRAME ADAPTER MATERIAL 6083 -T6 6053 -T6 6063 -16 6083 -16 6063 -16 6063-16 6063 -T6 6063 -16 6063-16 6063 -16 6063 -15 6063 - 15 6083 -15 6063-15 6063 -15 6063 -16 ZAMAK 5T. STEEL CRS CRS CRS SOFT PVC PLASNC BRASS /ST. 5T. ST. STEEL 6063 -15 MANF. /SUPPIJER /REMARKS AT 8" FROM ENDS AT 11" FROM ENDS, BY INTERLOCK EH SMS SCHLEGEL ULTRAFAB P.H. 5545 P.H. SMS P.H. SUS ULTRAFAB ULTRAFAB M & M PLASTICS F.H. SMS 1" X 3/4 X 1" LONG OPTIONAL OPTIONAL • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • ••• • • 'ARSHAO VK14R CNIL ,FLA. PE 1'38863 C.A.N. 3538 SEP Y 4 2009 0,0011CT REVISED seesis pty186 with** fMA& gates Co* L / /.. • � X s a M c 1. 9. 6 w 0 a v 0 0 0 c 0 1 tlrowing no. W03 -75 (sheet 5 of 9 ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip v7/9 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will It be approved and a re ection fee will be charged. Signature The foregoing instrument was acknowledged before me this day of 7/15 , 20 _ by /40 VA42e4h rK who is personally known to me or who has produced NOTARY Sign: Print: My Com ssion Exp chc 05/13/03 Owner or Ag <rt T ® e t' Sdid take an oath. t ommission Dv 231984 xpires: Jul 13, 20 Bonded Th Signature ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor The foregoing instrument was acknowledged before me this , day of 7 / IS , 20 5, b c T bee.cmacro4 who is personally known to me or who has produced L 0 NOTARY PUBLIC: Sign: Print: My Commission Expires: do�o$ an oath. Comm fission #DD23198' 1 !0" IC ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** **,**************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** APPLICATION APPROVED BY: /+ Plans Examiner Engineer • Zoning TYPICAL ANCHORS 'SEE ELEV. FOR SPACING X0 LAYOUT OX OPPOSITE XOX LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • TYPICAL ANCHORS Po SEE ELEV. o FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING \J HEAVY DUTY SERIES -2000 VENTS WITH SPRANG LOADED LATCHES @Pgr, AG tao VwA R mower taws D PIA, PE !t_ 86S _JB a CAN. IS ." L 4e� d1 S'dn�i. SEP Il 4 2009 z Q ▪ 0 CC 8'g 8 Z tl) g oil! $ a R C O g b drawing no. W03 -75 sheet 6 of g METAL STRUCTURE 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING CO 1/4" SHIM VENT WIDTH VENT WIDTH XO LAYOUT OX OPPOSITE EXTERIOR WINDOW WIDTH XOX LAYOUT • • • MAW -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA >1BY WOOD BUCK TYPICAL ANCHORS PA SEE ELEV. FOR SPACING VENT WIDTH 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • - • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •_� • • • • • • • • • • • • • • • • • • • • • • t • •VINDOW WI•T• • • WINDOWITYRDTH • • • • • • o CD HEAVY DUTY Ft, 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2050 VENTS WITH SWEEP LATCHES c R R cc s S 53 drawing no. W03 -75 (sheet 7 of 9 J .813 2.998 .813 3.437 2.186 .813 .062 TYP. .078 FRAME HEAD .992 1 2.330 2.330 2.330 SILL TRACK 30 Imo- -1.400 1�-- 2.330 STD. FRAME SILL 1.118 HI - RISE FRAME SILL TYP. 1.344 .082 2.375 2.816 .715 pC 2 .857 - -.930-I VENT TOP /BOTTOM RAIL JAMB ST LE L.969.J .088 .046 .450 .813 d FRAME JAMB SILL RISER 328 .543 .250 BULB VINYL 2.500 1.434 .949 .868 .837 .062 .803 II b --I F --.147 9 GLAZING BEAD VENT LATCH FLUSH FRAME ADAPTER STD. MEETING RAIL SERIES -2000 H.D. MEETING RAIL SERIES -2000 FIXED RAIL SERIES -2000 •• ••• • • • • • •• • • • • • • • • • •• ••• • • • • • • •• • • • 0 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • •• • 2 .930 1.212 2.063 STD. MEETING RAIL SERIES -2050 .994 1 2.181 H.D. MEETING RAIL SERIES -2050 .062 1.250 FIXED RAIL SERIES -2050 .992 En4n , A95480 1/118R CIVIL • 8A. PE 9 38863 CAN. 3839 SEP Y 4 2009 riliODUCr UMW essestritthes SW* 8.06. 23 8 8 1 c a � 1 (rowing no. W03 -75 (sheet 8 of 9 ) VENT TOP /BOTTOM CORNERS • •• • • • • • • • • • • •• • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ^'•• •• • • • • • • FIXED MTG. RAIL•CORNETt • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• • • • • • ••• • • FRAME TOP CORNER FRAME BOTTOM CORNER Engr: AR VOW RA,'.® 38863 CAH..3838 SEP 14 2009 PRODUCT UMW Buidbiteadp ' , . too d thr tl z Q a a 8 Fratoll AEI 3 t --. 6 a N n 0 v L drawing no. W03 -75 sheet g of 9.) Andres Chamorro ES Windows LLC 10653 NE Quaybridge Ct. Miami, Florida 33138 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 NOTICE OF PROPOSED ACTION To: Members of the Board of Rules and Appeals and ES Windows LLC, Applicant in accordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control Division of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to ES Windows LLC for Serie Aluminum Tubular Mullions - L.M.1., No. 09- 0825.03, to allow its use in Dade County and its municipalities. • . • • . • • • . • .. • • • • • • • The documentation being provided to you represents the recommendation of the Prod trot Divis n of the. • G GwD Office of Code Compliance in regards to the submittal of ES Windows LLC for Serie All dim i p L.M.I., No. 09- 0825.03. Under the provisions of Dade County Administrative Ordi4r 10 - goArgs.thero review process. You must review this documentation. If within 20 days from the date s to ailing, we do tot rec any written objection stating the reason(s) for your disapproval, this product will be autoattiCally aptt8 M. To: Members of the Board of Rules and Appeals: Jaime D. Gascon, PE Chief, Product Control Division DATE OF MAILING: 10/22/2009 Internet email address: bcco@mlamldade.gov • . • . . • To: ES Windows LLC, Applicant • • • 1 • • The Product Control Division of the Office of Code Compliance, in accordance with Dade County Ad �in�strative Order 10 -3, which governs the product review process, has issued this notice of proposed action and Intends to issue a Product Control Notice of Acceptance for your Serie Aluminum Tubular Mullions - L.M.1., No. 09- 0825.03, to be used in Dade County and its municipalities, unless a member of the Board of Rules and Appeals or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office within 20 days of the date of mailing. Upon receipt of your written request a hearing date will be set so that you can present your objection(s) to the Board of Rules and Appeals . Sincerely, MAILED BY: Ilomepage: htfp: ll www.rniamldade.govlbufldingcode • • • • • ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) 76 vs ;- DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS QVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL _MOTORS MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WARM' • A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER . GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA _ RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN _ DISCHARGE WELL _ _ DOMESTIC WELL , AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER.SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION i , F - (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL BUILDING CODE 'COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: Code, including the Hi DESCRIP N: Series DO • I MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33I30 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.4ov/buildinacode 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 s Velocity Hurri •••• •'es Aluminum I . ube Mullions - L.M.I • •••• • • • rawmg o. 444 titled "Aluminum Tube Mulj ; ,sheen j. t*ug h 8 of 8, prepared by AL -Farooq Corporations, dated 04/26/04 and last revised on Septa abos28, 2009av1 • revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami-Dade g Crnxity ProdnItEvn • Renewal stamp with the Notice of Acceptance number and expiration date by the Mrant, -Dade Gbbtaity Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city tgand •' following statement: "Miami -Dade County Product Control Approved ", unless othbrwi noted •herein. • REVISION of this NOA shall be considered after a renewal application has been filed and theit,1been 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 renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • •• •• • • • NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: Page 1 •' • • • E. S. Windows, Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 --04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 wI revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl'ing. iith F$C•�a07, • prepared by Al- Farooq Corporation, dated 09/01/09, signed.and'seal1d by.Ar4h4d • Vigai, P. E. • Complies with ASTM E1300 -02/ 04 • D. QUALITY ASSURANCE •••• • • • • 1. Miami-Dade • Building Code Compliance Office (BCCO). • E. MATERIAL CERTIFICATIONS • • • 1. None. . • • • • •. • .... • F. STATEMENTS • 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL-3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04 0712.01) . OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and expiring on 09/16/09. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -OADE COUNTY APPROVED IMPACT AND NM- IMPACT RESISTANT PRODUCTS. RECTANGULAR AU1MINUM TUBE MU I IONS USING MULJ.ION PROPERTIES ONLY TRAS PRODUCT HAS BEEN 0157OaEp AND TESTED TO COMPLY WITH THE REOUIREMENIS OF THE TLOIBDA IMMO CODE 2007 DIMON NCLUOING HIGH %SOO Y HURRIGNE ZONE (141112). AU. OWING PRODUCTS USED NOT THESE MULUOTS MUST MEET THE APPLICA ILE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER ortILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROP . TO TRANSFER LAMS TO THE STRICTURE ANBgAS SHA11 BE AS LISTED. SPACED AS SHOWN ON OE MS. EMBEDMENT 10 86E MATEPoAL SHALL HE BEYOND WALL COTE:RING (STUCCO. TILE ETC.). ANGHORNG CONDITIONS OTHER TAN THOSE SHOWN N THESE DETAILS ARE NOT PART OF THIS *PROWL. A LOAD DURNTOIY ITS LS USED IN MDT OF MOMS INTO WOOD ONLY. MEWLS MUNN BUT NOT LOVED TO S118L 4 E1AL saes. THAT COME OTO CONTACT WTI OTHER DISSIMILAR WIEIALS SHALL taw THE REOWREMEITS OF.2007 FLORIDA BLOC. CODE SECTOR 20038.4. 2411.3.3.3 AND 2328. .• ••• • • • • • •• INSTRUCTIONS: • • • • USE CHAINS AND CRAMS AS FOLLOWS. • • • • • STFP 1 08 ES WIRED PER 16CE 7 •• ••• •• • • • •• STEP 2 MEEK MOTE E NANO PRODUCTS ZETA LSE CONNECTION 70 MELTON AS PER PRODUCT APPROYL • se* • • • • • • USN; CHARTS ON SKEET 3 SEOECT MUWON SIZE WRI • • • • • • • • • • . arson Rama MORE THAN OEM IMO SPEC • • • • • • • • • N STEP 7 UONE. • • • • • • • • •• •• • • • • • uSNG ANCHOR TYPES ON SHEETS 5 'RUN • 8 AND ANCHOR CHARTS • • • • • • • • ON SHEET 4. SELECT ANCHOR TYPE Willi DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 *8038. • - -- • • • • •.•'• • • • • • • IF • • • ••• • • • • • • • • • • • • • • •• .• • • • •. .• . •. • • • • • • MULUONS CONTAINING TYPICAL GLAZING PRODUCT HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS $1288 AND SPACING sT.et 1 a E drow;np no. M04-04 8 1 X 3 STD. MULLION 6083 - 18 1 X 4 STD. MULLION 1 X 3 CUSTOM MULLION 8083 -TB 2 X 3 STD • MP' ION 6083 -T8 2 X 4 STD. MIIl I ION 6063 -T6 1.403 • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 2 X 5 SIT). MULLION 6063 -T8 2 X 6 STD, MULJ.ION 6083 -T8 OCT 01 ZOOS drawing no. M04-04 . ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • •• • • [ heet 2 of _ B) ).0' ,0259 a� ,i�� PRODUCT �' 1 rM1 GLAZING PROMO' CRO PROM= DESIGN 1,045 cAPPAan - PSF (TUBE MULLIONS) 111NII05 DIMS. WIN (6) HULL SP211 51 0. 19-1/8" 150.0 8-1/2' 150.0 30" 37` 150.0 150.0 42" 48` 149.6 38 - 3/ 8 ' 1309 SCI' 80' 72" 116.3 104.7 88 95.2 87.3 19 2 19 -1/8' 26 -1/2' 30' 37' 42" 48 s4 80' 68' 72' 150.0 1362 120.3 97.8 85.9 80 -5/8" 75.2 65.8 60.2 54.7 50.1 19 -1/8` 1439 25 -1/2" 1038 30' 91.7 32" 74.3 42' 653 48 s6` 67.3 54" 50.9 80' 45.8 88' 45.7 72 582 19 -1/8" 121.9 26 -1/2` 30 88.0 77.7 .37" 63.0 42' 558 48' 63' 486 54' 43.2 80" 38.8 89• 35.3 72" 32.4 1 x 8 1 X 4 CUSTOM CUSTOM 1 X 4 2 X 3 2 X 4 STD. STD. STD. 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1504 (50.0 150.0 150.0 150.0 150.0 150,0 146.8 150.0 140.1 734.6 150.0 1504 1500 1504 150.0 190.0 150.0 150.0 150.0 1900 150.0 100.0 1500 1384 132.6 1504 120.8 116.0 150.0 107.3 103.1 150.0 96.8 92• 141.2 87.8 84.4 128.4 805 77.3 117.7 150.0 150.0 150.0 (530 (500 150.0 147.2 141.4 150.0 119.3 114.7 150.0 (011 101.0 150.0 92.0 884 134.5 81.8 736 1199 73.6 70.7 107.6 66.9 644 97.8 61.3 58.9 89.6 150.0 1500 1500 141.2 135.7 150.0 124.8 1109 150.0 101.2 97.2 147.9 89.1 856 130.3 78.0 749 1140 693 866 101.3 62.4 59.9 912 56.7 54.5 829 52.0 49.8 76.0 2X5 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 1504 1504 150.0 1500 156.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 156,0 1500 150.0 150.0 150.0 150.0 1386 125.4 100.0 150.0 150.0 190.0 150.0 1504 741.8 127.6 1160 1063 2x6 SID. 150.0 1500 150.0 150.0 150.0 1504 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 1504 1500 150.0 150.0 1500 150.0 150.0 1500 150.0 150.0 150.0 750.0 150.0 150.0 160.0 150.0 150.0 150.0 1504 150.0 150.0 150.0 150.0 750.0 150.0 1408 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A'. 'B' AND 'C' APPLICABLE TO AU. TUBE MULLIONS. � w 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1504 150.0 1900 150.0 1004 150.0 150.0 (50.0 150,0 150.0 150.0 150.0 • 150.0 150.0 1564 1506 150.0 150.0 150.0 150.0 1500 1500 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PSF 74.6 740.9 53.8 101.7 47.5 89.8 385 72.8 33.9 64.2 29.7 56.1 26.4 49.9 23.6 449 21.6 408 - 37.4 51.5 110.1 37.2 79.4 328 70.2 26.6 569 234 50.1 20.5 439 39.0 35.1 314 292 349 74.0 24.9 53.4 220 47.2 38.2 33.7 29.5 28.2 23.6 21.4 24.2 55.9 37.9 331 289 23.7 207 •■ • • 119.1 83.1 73.4 59.5 52.4 45.8 40.8 35.7 33.4 30.6 795 37.4 50.7 41.1 362 317 28.2 253 23.0 21.1 53.3 38.4 34.0 27.5 24.3 21.2 37.4 27.0 23.9 • -• 1X4 0119505 93.8 504005 DIMS. 160n1 800 SPAN I�3 l4 sio 19 -1/8' 26-1/2" 30" 37' 42 48' 54' 60' 66' 72" 19-1/8" 28 -1/2' 30' 37' 42' 48' 54' 50' 98' 72" 19 -1 /8' 26-1/2" 30" 37• 42' 48• 54' 60' 66" 72` 19 -1/8' 28-1/2" 30" 37' 42' 48' 54' 50' 88' 72' CU 51 2X 3 2X 2X5 2X8 226 SID. STD. STD. STD. HEAVY 150.0 150,0 150,0 150.0 148.6 1501 1500 150.0 74 -1/4" 131.3 190.0 148.9 131.2 114.8 72.9 102.1 1604 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.2 150.0 65.6 919 121.7 150.0 59.7 835 110.6 1504 54.7 76.5 101.4 1500 150.0 150.0 150.0 1500 1181 *50.0 150.0 150.0 102.6 143.5 150.0 150.0 83.2 116.4 150.0 1504 73.3 102.5 135.9 150.0 84' 64.1 89.7 118.5 150.0 57.0 79.7 1054 1500 51.3 71.8 95.1 150.0 466 052 684 150.0 42.7 59.8 79.2 1483 108.1 150.0 150.0 1500 780 124.4 1504 150.0 68.9 109.9 1458 150.0 55.9 89.1 118.0 150.0 492 78.5 704.0 150.0 98' 43.1 687 91.0 150.0 383 61.0 80.9 148.6 344 54.9 72.8 133.7 31.3 499 68.2 1219 28.7 458 607 1115 75.9 132.7 1504 150.0 546 95.8 130.2 150.0 48.4 84.6 115.0 1500 392 68.6 93.3 150.0 108" 34.8 80.4 82.2 150.0 302 52.9 71.9 132.1 289 47.0 839 117.4 24.2 42.3 57.5 5027 •• • 22A 38.5 52.3 98.1 6802 • 605.3 47.9 &LI AU. LOADS ARE EXT.(+)/h .( -). • • • • • • • ••• • • • • •• • MULLIONS • woni(W) - w, 2 492 2 DESIGN LOAD CAPACITY - 2815 (TU8E MULLIONS) 'WINDOW DIMS. 610174 (W) 19 -1/8 26 -1/2' 30` 37' 42" 48" 54' 50• 66' 72" 19 -1/8' 26 -1/2' 30' 37' 42" 48' 54' 60" 66' 72 19 -1/8 26-1/2" 30' 37 42' 48' 54' 60' 66' 72" 21nI 5782 120." 132" 144' 24.1 28.5 209 21.9 27.3 CUSTOM 1 2 3 1 2 4 2 X 3 STD. STD. SID. 37.9 27.3 39.9 35.3 286 252 22.0 205 41.8 30.0 285 21.5 1 2 4 CUSTOM 2 X 4 SID. 55.3 251 20.4 2X5 STD. 98.7 696 51.7 53.0 44.1 386 34.3 30.8 28.0 25.7 72.7 52.5 46.3 37.8 33.1 29.0 25.7 23.2 21.1 56.0 40.4 35.7 289 255 22.3 2x8 STD. 146.1 105.5 93.2 75.5 88.5 58.2 51.8 464 42.3 388 115.6 83.4 73.7 39.7 52.8 46.1 40.9 38.8 324 33.5 30.7 894 64.3 566 46.0 405 355 31.5 28.4 25.8 23.6 HEAVY 150.0 150.0 150.0 128.8 122.3 107.0 95.1 85.8 77.8 714 1530 193.0 1334 1098 987 844 75.2 67.7 61.5 55.4 150.0 118.0 104.3 74.5 852 57.9 52.1 47.4 43.4 890629 TO BE 654800 0450E RECT488I611 SWPE PRODUCT GUWING PRODUCT 91 II 942 • • • • • • • • • T1tPIC.a1 MULLIO ARRANGEM • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • 64R3011 2.6n !WS= NO1R OCT 0 i 2009 (4042074121. 800.1 74 MULLION SPAN • • • ••• • • • • • • • • • • • • • • •• ;•• • • • •• •• ••• • , • • ••• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 16107H (8) MUM SPAN A 8 C D_ E y 19 -7/8' 116.0 150.0 150.0 150.0 150.0 26 -1/2' 83.7 150.0 108.9 150.0 150.0 30' 74.0 137.1 96.2 150.0 150.0 37' 60.0 111.1 7.0 150.0 150.0 42' 528 97.9 C 68.7 137.4 1500 45` 74 -1/4' 46.2 35.7 60.1 1202 150.0 54' 41.1 76.1 534 1069 133.6 60' 37.0 68.5 48.1 982 120.2 68' 33.6 62.3 43.7 87.4 1093 72" 30.8 57.1 40.1 80.2 1002 102.5 150.0 133.4 750.0 1500 74.0 137.1 923 150.0 150.0 65.4 121.1 85.0 150.0 150.0 530 98.2 98.9 1379 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 362 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 1063 29.7 55.1 35.6 77.3 98.6 272 50.5 35.4 70.9 88.6 89.7 130.0 116.7 150.0 150.0 64.8 120.0 842 150.0 150.0 57.2 1062 74.4 1482 150.0 46.4 85.9 803 *20.6 150.0 405 75.7 53.1 106.3 132.9 35.8 66.3 48.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 286 53.0 372 74.4 93.0 26.0 48.2 33.8 626 84.5 23.8 44.2 31.0 670 77.5 it§ o �7��S �I 768 147.8 103.7 150.0 150.0 57.6 1057 74.9 149.7 180.0 50.6 94.2 66.1 1323 150.0 412 78.4 53.6 107.2 134.1 383 873 47.2 945 118.1 108' 31.8 58.9 41.3 82.7 103.3 282 523 39.7 73.5 91.9 25.4 47.1 33.1 66.1 112.7 23.1 42.0 30.1 60.1 75.2 • 212 39.3 27.6 55.1 68.9 DESIGN LOAD CAPACITY - PSP 143.1 1180 1022 89.4 795 678 60.3 54.2 67.6 59.2 52.8 47.3 43.0 39.4 1387 98.7 87.2 70.7 62.3 54.5 48.4 43.6 39.6 38.3 150.0 1500 150.0 150.0 150.0 147.3 132.6 1205 110.5 1500 1500 1500 1500 143.6 1226 111.7 100.5 91.4 63a luxe 150.0 750.0 142.3 1253 109.7 97.5 87.7 79.7 73.1 150.0 130.0 150.0 131.0 115.4 1070 8 9.7 80.8 73.4 67.3 19 -1/8' IMS. WINDOW D ANCHORS TYPE SOON (01) /8 i9 -1' t6 -1/2' 30' 37' 42' 48' 54' 60' 6' 6 72' 19 -1/8' 26 -1/2' 30' 37" 42' 4 99' 60' 68' 72' 19 -1/6' 28 -1/2 30` 37` 42' 48' 54' 60' 66' 72' MULL SPAN A 8 C 38 -3/8' 50-5/8' 58' 63" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1325 116.3 103.4 715 93.1 650 598 84.8 77.6 1500 1500 1228 1069 1500 141.1 87.9 77.5 114.4 100.8 88.2 78.4 70.5 49.3 64.1 032 58.8 1483 150.0 1072 94.7 768 139.4 123.1 99.8 '880 77.0 68.4 61.6 560 51.3 1500 128.3 113.4 91.9 81.0 70.9 63.0 56.7 51.5 47.2 0 150.0 150.0 130.0 130.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 1500 150.0 183.0 150.0 150.0 141.1 128.3 117.6 150.0 150.0 *50.0 150.0 150.0 123.! 111.9 102.6 180.0 150 .0 150.0 190.0 150.0 141.7 128.0 173.4 103.1 E 150.0 150. 150.0 150.0 1 50.0 150.0 150.0 150.0 150.0 150.0 150.0 1300 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.0 150.0 1500 150.0 150.0 150.0 180.0 150.0 150.0 138.8 150.0 139.9 1283 150.0 150.0 750.0 150.0 1500 150.0 150.0 141.7 1288 945 1181 NOTE: ANY ANCHOR COND1T ON SHOWN HEREIN MAY COVER LOCATIONS AT BEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPUCABLE TO 4 - , 5" AND 5" TUBE MULLIONS. ANCHORS TYPE 'A'. 'B' AND 'C' APPUCABLE TO ALL TUBE MULLIONS. ALL LOADS ARE EXT.( 1-)/INT.(-4? • • • • ••• • • • • • • • • • •• • • •• • • •• ••• • • • • • • • • • • •• • • • •• ••• • • • i • • • • • • (W) = • • • • WROTH • • • • •• • • • • • ••• • • ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 116018 (V7) 19 -1/6 26 -1/2' 30' 37' 42' 48' 54' 60' 66' 72' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54- 60' 66' 72' 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 60' 66' 72' 1N11 SPAR 120' 132' 144' ANCHORS TYPE A 71.8 5 1.8 45.8 37,1 32.7 28.6 25.4 22.9 20.8 55.3 47.1 41.6 33.7 29.7 26.0 23.1 20.8 381 30.9 272 23.8 21.2 8 1330 98.5 84.8 68.8 60.6 530 47.1 42.4 385 353 120.9 67.3 77.1 62.5 55.1 482 428 385 350 32.1 110.8 80.0 70.7 57.3 504 44.2 39.3 35.3 32.1 29.4 C 93.4 67.4 48.3 42.5 37.2 33.1 29.8 27.1 248 84.9 61.3 54.1 433 38.6 33.8 30.1 27. 24.6 22.5 77.8 562 49.6 40.2 35.4 31.0 27.6 24.8 22.5 20.7 D 150.0 134.8 119.0 95.5 85.0 74.4 66.1 59.5 54.1 49.6 150.0 122.6 1082 87.7 77 .3 67.6 60.1 54.1 482 45.1 1500 112.3 99.2 80.4 E 150.0 150.0 1480 120.6 108.3 93.0 82.7 74.4 67.8 62.0 150.0 150.0 1353 109.7 96.6 845 762 87.6 61.5 56.4 150.0 140.4 124.0 1005 70.9 88.6 53.1 88.9 62.0 77.5 49.6 62.0 45.1 56.4 413 61.7 seENORS 4.13.62 OR E 7.7 9008701 ATLCA 00 112 n 1 TYPICAL MULLION GEMENIS Wl + 612 2 /11817071 SPAN Emir: 3*8R RA. PE / 3736 36863 • 01 drawl 110. M04 -04 { *eat 4of 8 • • • • • • • • •. • • ••• • • • •: • • • • • • • • • • • • •• • • • •• • • ••• • • • ••• • • ALUMINUM TUBE MULLIONS ES. WINDOWS, LLO MIAMI. FL. 33166 TEL MO 824-7778 FAX. (305) 024.4777 CW-L HMI. SUBSTRATE Ede MIN. EDGE DSL' W000 allIMEMINIEMEMIlli r � T � �� ELOCfS LVI C 41 ��yy, ■� L� liTYL"T�lidli LTA 1/4" 010. ULIRAOONS Ed. 2 PER CUP (I ON EACM WINO) ALTERIWE ANCHOR LOCAUON tI 1 11 I1 gt v 1LJI it ii 4 J 1 I 1BY WOOD BUCX 1/4" 0.A, ILTRACONS 2 PER CL, C1 CM CA01 WINO) WOOD BUCK OR WOOD STRUMURE 1 11 t/ 11 I t 1 1 1 f q 1LJ1 J ANCHORS TYPE 'A' FLOATING cup SNUG FIT maw MULL 514 525 1 -3 /4 0.C. MW. 2 PER ANGLE FLOATING SNUG P2 INSIDE MLUI. 514 SINS t 0.0. MIN. 2 PER ANGLE 1/4 DN. ULTRACONS t PER ANGLE Idea roart• nos II II 11 if 11 11 uu 1 1 1 1 1 1/4 010. ULS6 1 PER ANGLE 11 11 11 11 U L i t I • • • •• • • • • • • • • • • • • ALM MOLE ALUM MOLE • • 2 1/4' iammumn:i • • •• 11112. • • • • *U. CLIPS ONO MIMES 1 13 FIT *NIA INA 7002 mimeo !LIPS OR ISI*ES OONt4•P•ID *•281LY TO Mawr Pe 220250120 WRH ALPS -CANT 2AQVGS.•SuCH AS •PM2 OR VOLTFR •YMRE MERS4CRYLATE LAWYER. 2•• • • • 1/4" DIA. ULTI ACO2S 4 PER 01.2 (2 ON EACH WING) - -1.r 11 1 11 11 11 1 11 II ILJI it ti 1 I 1 BY WOOD BUCK 1/4 02A, utTRACONS 4 PER CUP (2 ON EACH WING) 2 BY WOOD SUCK ,ANCHORS TYPE 'B' I 11 I 1j It II ILJI i I I I FLOATING CUP SNUG IN90E MUL1. 11 11 i 11 11 11 it u I 1 1 1 1 I FLOATING CUP SNUG •SIOE MULL 514 S15 1 -3/4' 0.0. Msv. 2 PER ANGLE II 11 I I 514 5225 1 -3/4" 0.6 MIN. 2 PER 44422 OCT 0 B 20019 1 /4" 01. 11LTIi4CON5 2 PER ANGLE 1 /4" 04. ULTRAAC00 2 PER 2141E 2X2241/8' ALUM ANGLE 2 E 2 • , 11 0, 0 4 W 5E g W 2 7 Z 32 • z I• • • • • 1111 • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • •• • • • • 8 3 11� • sheet $ of 8 • • uL 0 W� ir F • s at. M1N? =east NIkeemomeNT WOOD 1" 1 -3/8" woo( 2-1/2" 1 -1/4" • YQ EIE • • • 2 -J/2" • 1 -1(2" 1/4" CIA, ULTRACONS Ed. 2 PER CLP (I ON EACH SNUG RT RODE MULL 114 SIAS 1 -3/ O.C. UN. 2 PER ANGLE 1/4" CIA. ULTRACONS 1 PER ANGLE • • • 2 X 2 ALUM •• ••4 • • • • • •• • • • • • • • • • • • • • • • • • • • • PROTECTED hwebolli wow • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • 1/4" 010. ULTRACONS Ed. 4 PER CUP (2 ON EACH 1m1G) 0LOA11140 CUP SNU0 FR RODE MULL 2 X 2 x 1/8" /4.I114 ANGLE 4 945 .4 7 ANGLE ANCHORS TYPE 'Cr APPLICABLE FOR 4 ", 5" AND 6" TUBE MUWONS Emar. 4 WWI Fi CA 1 nod OCT 0I 2409 1/4" OM. ULTRACONS 2 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TOMES l s (cileet.6.0 s) 5 DIA. ULTRACC6S 8Y BLCO ULTRACONS MAY EM REX OR FIAT READ SUBSTRATE E4. • MIN. EDGE MST. MIS. EMBEDMENT CONCRETE 2 -1/2 1 -3/4• • Ed. 4 PER CUP (2 ON EACH x450) 5/16- 60. ULTRACONS S/16 DA. ULTRS.05S FLOATWO CUP SNUG FI7 .1570E MILL j14 0145 4 PER ANGLE ANCHORS TYPE '6' APPUCABLE FOR 4 ". 5" AND 6" TUBE MULLIONS AL CLIPS AND ANGLES TO FlT sew afro TORE mamas. � • • CUPS OR ANGLES C4AssECIED DIRECTLY TO CONCRETE TO u� IR114 ALKµf- 4'�STATIT COMM. SUCH AS IRIMSAOUS PM�1 NAT4R -WHITE ATE LACQUER 2 X 2 X 1/9' ALUM ANGLE LOCATION OF 5CRET4 T OOI.iEC[WO ANGLES TO .. • • • • • • • • • • • • • • • • • • • • ••.. ••• • • • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • CC • PEA. PE / 35953 • • CAN. • z ,11.5 s t ry 0. a 0 a s T• .4 mw 0&4 S o a m_ 4 T a J 11 E 40:1E P ai :Ni -Tat c...c. dm#In19 n � n o. 04-04 (sheet 701 8 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • . • • • • • •• •• • • • •• •• ••• • 11 • ••• • • TUBES MAY BE NOTCHED AS SHOWN TO ALLM OISTALLALON OF CLIP ANGLE CAULK SOW AFTER ASSEMBLY VS" L H 10 FIT SNUG INTO WRLTON1 THIS SCREW CNN BE INSWJ.ED O7 OM O RECTLON ir t . 114 SNS SEE CHART FOR OUAKHTIES 010 FM MS 2/ 570E ACCESS HOLE #14 PH 116 T- 1/2" SEE CHART FOR QUANTITIES 10 EM 2212 PER CUP 1' O.C. MIN. 1 -3/4" 5 2" 17 1/8" (FOR '28Y 1!•E) 3/4' 5 2 2 1/8' FOR (1B 'tf7BA'1 CUT TO FR SNUG OISOOE 11161 • • • •• ••• •• ANCHORS DETAIL #1 MEW. TO METAL CORRECTION T7i8E MULLON TUBE MULLION PIL 114 SUS ALUIRMIAC E SPACING • mean. AGE DIVE COED : .• • C • • • 1 • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • - • • • • • • W T • • • • • .. • • • • • • • • • ••. ;• • • • • • • • • • • • • • • • • • • •.• • • • • •. • •• .... • • • ••• • • FAgr: A fi.. Fu pE 3etb(1s • OA" 3538 hF: (CT 01 0 11. rT S $ *owing no. M04-04 Ctteef. 13 of s) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/21/2005 Applicant: HAROLD JONES Owner: JONES HAROLD JOB ADDRESS: 179 NE 94 ST Contractor PALM AIR INC Local Phone: 305 - 758 -7545 Parcel # 1132060132930 Signed: (INSPECTOR) Mechanical Permit Permit Number: MC2005 -106 Contractor's Address: 6010 NW 153 STREET Page 1 of 1 Legal Description: 1 53 41 6 53 41 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 22 & 23 BLK 21 Fees: Description Amount FEE2005 -9972 Building Fee $100.00 FEE2005 -9973 CCF $1.80 FEE2005 -9974 Notary Fee $5.00 FEE2005 -9975 Training and Education Fee $0.60 FEE2005 -9976 Technology Fee $2.50 FEE2005 -9977 Scanning Fee $3.00 Total Fees: $112.90 Total Fees: $112.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/11/2006 Construction Value: $2,385.00 Work: REPLACE EXISTING 5 TON CONDENSER WITH NEW ONE ' JUL 2 2 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: