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PLANSMIA M I•O BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 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 "515." Aluminum' Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515-LMI, titled "Series 515 Aluminum Outswing Casement • window", 1 through 11 of 11, prepared by manufacturer, dated .11 -15-01 and last revised on 02-25-03, signed and sealed by Ballard L. Argus, P. E., bearing the MiamiDade- C.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 MVTissile Impact Resistant LABELING: Each unit ball 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 ci :.: 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 provi -1. • userb r s i ' r ' or its distributors and shall be available for inspection at the job site at the r th= Official This NOA 01- 1129.03 and consists of this page 1 as we mentioned above. The submitted documentation was reviewed by Ishaq L HIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI:FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375 -2908 NOA No 01-1129.03 xpiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 T. M. Window and Door • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. 0915 -LMI, tided "Series 515 Aluminum Outswing Casement window", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02-25-03, signed and sealed by Ballard L. Argus, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC . 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11-2770 (00122) & YFL- 2587(00006), dated 6/13/01 and 04- 04-00, signed and sealed by Antonio Acevedo; P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FM-2587 has been revised by addendum letter dated 04-12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, 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 20294 3) Large Missile Impact .Test, per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement. window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806 .01 -02 dated 09- 24-02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27-02, 10- 04-02,12- 04 -15 -02, and last revised on 02 -25 -03 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Int'1 for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc: for "Saflex/Keep Safe Maximum ", expiring on 05/21/2006. E -1 st&A.1 . 1- -LAKIA Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE aiMMTITED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Letter of conf mane and "No financial interest, dated 12-04 -2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. . 3 Letter & marked -up drawing dated March 12, 2003 issued by fenestration Testing laboratory., signed by Roberto Robeeto. F. OTHER 1. None E -2 NvAA 1.Ll41 Ishaq L Chanda, P. E. Product Control Eximiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 DESIGN PRESSURE RATING: SEE TABLES /1, #2, AND #3 TEST REPORT No.: FTL -2770 GLAZING: 7/16' SAF -GLAS 8Y •5.1.0. 3/16' ANNEALED GLASS - 0.070' POLYCARBONATE INTtRLAYER - 3/16' .ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF • 125 1/4' MAX. FRAME WIDTH s3' MAX. FRAME WIDTH -► 1/8' SEE MULL CUP • MB' f 12 1/ MAX. 6' SHEET 10 OF 11 6 . 'L Anek 6' 30' M. • AX L•A \p.LO. III 1 1 111 if ir (HP N. 45 1/2' MAX. L ' 0.L0. � E i C.1..0.17sDIAL ' ° F e . / / ' 9 CAM LOCKS / 1 / / / / c `- � L ' f 1 SEE MULL CUP ' a c• J ' . SHEET 10 OF 11 } 20 5/8 'IC woc. SERIES 515 CASEMENT WINDOW (TEST UNTT ELEVATION VIEWED FROM EXTERIOR, SCALE: 1/2' - 12') GENERAL NOTES - r 1. SERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT). AS DESIGNED AND MANUFAC- TURED BY TN WINDOW AND DOOR, TLC. 2. PRODUCT APPROVAL DRAWINGS ME BASED ON TEST REPORTS Nos F1L -2770, FTL -2567 AND ATE- 0806.01 -02, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS 014 SHEETS 1, 6. AND 8 OF 11. RESPECTIVELY). 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINWUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUR HINGES 6 1/4' LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT 1410 -SPAN WHERE THREE HINGE UNITS ME INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCATED 18 1/2' FROM TOP AND BOTTOM AND AT MID -SPAN. WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT 511.1. LOCATED 4 1/2' FROM 'EITHER LEFT OR RIGHT JAMB. B. EACH Falb VENT' TO HAVE - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT . MID - SPAN. WHERE THREE HINGE UNITS ME INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE • MOUNTED KEY OPERATED CUSTODIAL LOCKS. WITH SURFACE MOWED KEEPERS, LOCA- TED 16' FROM TOP ANO BOTTOM ANO AT MO -SPAN.. WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK. LOCATED AT MIN -SPAN OF HEAD AND SILL MERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: . A. SINGLE ROW, WOOL. PILE WITH INTEGRAL. PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE 6. GLAZING METHOD: EXTERIOR GLAZED WRH 0. 450' (VENTS) AND 0.450' (FIXED L(T1S) GLASS • BITE. USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD WRH SILICONE BETWEEN THE BEAD M40 GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. liQ/EL THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LACKS FOR CLEANING PURPOSES ONLY r • SHUTTERS REQUIREMENTS: 140 SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. ' ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X, XX AND XOX CONFIGURATIONS SHALL Be A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS. 146.887 P51 AVEERAGE YIELD STRESS. 138,767 PS1 • 8. 5/16'o a.00 TEXTRON (CARBON STEEL) Hoc FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS. 150.142 PSI AVEERAGE YIELD STRESS. 155,862 P51 C. MINIMUM TYP. EIIBEDMENTS ARE AS FOLLOW: a. FOR X AND O0( CONF/IGURATIONS: STRUCTURAL - 1 1/ 4 ' FOR HOLLOW CONCCRRETE BUDCK CONCRETE b. FOR XOX. XXO, ANO 0)04 CONFIGURATIONS: - 1 3/4 FOR 3200. PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOU.OW CONCRETE. BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EOCE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS THE TOP AND W1MM OF THE XX CONFIGURATION VERTICAL MEETINO RAIL • IS 3 >FOR 1/4'0 TAPCON, AND 3 3/4' FOR 5/16'4 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4'. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR 10 THE FRAME. MAYIM al ANCHOR cPACRIQ RE9111RENEE ! - HEAD AND S81 OF OPERATING VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6' FROM ENOS AND 12 1/2' 0.0. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CORFIGURAT1ON, LOCATE ANCHORS IN CLUSTER 1131MN 6' (4A)UMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. - HEAD ANO SILL OF FIXED VENTS FOR . XOX CONFIGURATIONS, LOCATE ANCHORS 6' FROM EROS AND 20 6 /6' 0.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANOIORS 6' FROM ENDS AND 15 1/16' 0.C. MAXIMUM. • 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS. IF REQUIRED. TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. \ J • DRAWING INDEX SHEET 1. - GENERAL NOTES, ELEVATION (TEST FTL -2770) AND ANCHOR NOTES SHEET 2. -VERTICAL CROSS SECTIONS AND 8111. OF MATERI* S (7/16' GLASS) SHEET 3. - HORIZONTAL CROSS SECTIONS (7/16' GLASS) SHEET 4. - LOAD /ANCHOR/HARDWARE T�BL (X k XX CONFKG. - 7/16' CLASS) SHEET 5. -LOAD/ANCHOR/CUPS/ TABLES ()LOX CORM. - 7/16' CLASS) SHEET 6. - ELEVATION (TEST FTL -258 . LOAD /ANCHOR/HARDWARE TABLES /ANCHOR NOTES CORM. CON. - 5/16' GLASS SHEET 7. -CROSS SECTIONS AND 8I11. OF MATERIALS (X CONF10. - 5/16' GLASS) SHEET 8. - ELEVATION (TEST AIL- 0806:01 -02; ANCHOR NOTES (X Ac XX CONFIG. - 1/2' GLASS) SHEET 9. -LOAD/ANCHOR/HARDWARE TABLES (X & XX CONFIG. - 1/2' GLASS) SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS UST . • M 47 ltoe 1:1.4 14.411• Umuutt Mh i BALLARD L MOUS, P.C. F �p 91 TERRACE zrt SiP5 r FLORIDA No.35686, CML 1 a x C515 LMI INUIT 1 Of 11 BILL OF MATERIALS (TEST F L -2770) / (ATL 08d6.01 -02) ITEM QTY. PART No. MATERIAL DESCRIPTION • LOCATION GW 7 8 606 -18 ALUM. FRAM H • a : „.. IFE111.111NINI!'4 © 6063 -T6 UM. a .A.■&.1`I41111111111 WINDOW FRAM 6063 -T8 UM. FRAM I 3 CW 37526 6063 -15 ALUM. VENT TOP WNDOW SASH 6 GW 37526 6063 -T5 ALUM. VENT STILE WINDOW SASH 3 OW 37526 6063 -15 ALUM. VENT BOTTOM WINDOW SASH 9 GW 37521 6063 -15 . ALUM, VENT INTERIOR HINGE • FRAME JAMB 9 75 2 60• - 5 U . , ...1L R •' H1 2 a,_ 1 T16- 102 6063 -T8 ALUM. MEETING RAIL • WINDOW FRAME 1 111-82. 6003 -T6 ALUM. MUU. ADJACENT JAMBS IIT I�� ® I I♦ • at - 770 a u it Y _IP IMlIC •J 41♦ .. INIFIIMY7fMIIIMIIIIII P1111111111 • • k S't ' 114Ii31r 13 AS REQ 0 2230 WOOL FZNSEAL, 2230 WI • • W FRAME 14 5 • 8 -23-01 -101 CAST ZINC 'TRUTH' KEY OPERATED CUSTODIAL LOCK F1XED VENT 5 6 4- - CAST ZINC ' UM' • r , i J 6 y UTH kEEp HMI 302.38 3 -6 -3 ' 11. N _ • F - • dil •P RAT% 1111MEMED11=111=11111 REQ D - -- R ilIMINV Ia..14•1 ,‘,9:iK::I;I4 HINGES CAM LATCH 10 x 3/• P.H. PAS. I I s 2 EAGM 10 x 3 6 P.H. 1YPE B` SCREW KEEPER 2 EACH __ - 7I 1 10 _ i1 C R RN 0 • ' ' OR lR3T Y•1I1=1:1111•11= ,1�a�illY u yo _.._� r •I► 11:11,1!& I� 2 • Ila22 , 1— ®P� 8 MULL S. STEEL 1 x 1 2 F.H. SMS. M TOP BOTTOM 1 / E STEEL 3 18'► �c 5.8- L HINGE R WINDS ASSY. 1111 RE REQ D ALUMINUM 1 2 x 1/2 x 1116 TUBULAR C CUSS STOP • WINDOW VENTS . 0 �NU e•• N?: . LI 'd K • 30 • 12 -- 3 x 1 x 1 10 K. CHEVRON VENT CORNERS 31 8 --- REM 6 1 THK. CH 4J . . • FRAM •2.: L all •>• ® r � ''• lx...- 1.�K•::lila ERJ 34 ©® 4 MULL •�i1' - -- 6063 -1• UM. FRIFLYAnnnnaril 2 x 1 1 2 x 4 x 1 8 THK. MULL CUP Al Q MULL TOP 8: BOTTOM 6063 -T5 ALUM. 38 2 HINGE - -- ALUMINUM CAP RIVET HINGES 2' 13014. WIDTH k- TYP.- INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 2- NOM. WIDTH ARCUS, P.E. 91 •: E' ON. 324 243465 Y. ' FLORIDA No.35686. CIVIL 515 —LMI SCALE: HALF SIZE MIN. FOR FOR 1X P.T. W000 BUCK (SEE NOTE BELOW) TYP. EMBEDMENT: X OR XX -1 1/2' XXO.XOX OR OXX -1 3/4 2 1/2- EDGE .-- DISTANCE f+- Wf1Of1 BRICK INCTAIIATIOH NOW. FIAT SURFACE (WP) WOOD BUCK SHALL BE ATTACHED TO INSTALLATION SUBSTRATE AS RECOMENDEO BY ARCHITECT OR ENGINEER OF RECORD VERTICAL SECTION 2 1/2 EDOE 2 1/2 EDGE ST STANCE • ' DI DI � . PRECAST S VERTICAL SECTION SCALE: HALF SIZE' 1/4- MAX. SHIM (TYPICAL) MIN. 1TP. EMBEDMENT: FOR X OR )0C-1 1/2- FOR XXO,XOX, OR OXX 1 3/4• NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I GLASS DETAIL SCALE: FULL SIZE /MIN. TIP. EMBEDMENT: FOR X OR XX ..1 1/2' FOR XXO.XOX. OR OXX 1 3/4' M. INSTAUAflON INTO CONCRETE JAMB HINGE DETAIL 1/5 WINDOW FRAME YAWN WOOD JO INCT 1 ATOM NQTFe WOOD BUCK SHALL BE'ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT Oft ENGINEER OF RECORD (TYPICAL) MULL DETAIL . EXTERIOR WINDOW FRAME. WX1TH m®O ©k�' ®�� ® El OR®4 D WINDOW FRAME WIDTH — (') SEE PAGE' 10 OF 11 FOR MULL, ANCHOR CUP TYPE APPLIC MEETING RAIL DETAIL WERT.. ° 1 1/4' MIN. OYP) TIP. INSTALLATION WINDOW FRAME WIDTH INTO CONCF"T£ ?LOCK • JAMB L . DETV } NO SHUTTERS ' 'AED FOP. ; MULL DET1A 1X P.T. W000 BUCK (SEE NCTE BELOW) :r AU • WINDOW FRAME WIDTH TTP. INSTALLATION INTO CONCRETE BLOCK JAMB HINGE DETAIL INSTALLATION GLAZING: 7/16• ANNEALED (ELC0 1/4'0 FASTENER CHART /HARDWARE (XX CONFIGURATION) LAMINATED (SAF- GLAS), RASED ON TEST REPORT N6.: PTL 2770 :2.728' SILL HEIGHT. WATER RESISTANCE TEST: 12.00 PSF • OR 5/1811 TAPCONS IN 2500 /3000 PSI CONCRETE SU851RA .4 1 (USING 1/4'0 ANCHORS) (USING 5/t611 ANCHORS) CONFIGURATION XX REQUIRED HARDWARE OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLACK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLACK REQUIRED ANCHORS PRODUCT PR O FR. WIQTH O ^) FR HEIGHT On) F} /S MO LOCKS POSITIVE ( +) NEGATIVE ( -) H N /S L QTY. HEAD OtY. EACH EACH Jr (QTY.) • POSITIVE ( +) NEGATIVE (-) HEAD SILL HEAD /SILL QfY. H JMIB (QTY.) 2 13 S1TCLJMMMIII■F1! 38 3/8 dt. x•1• I11112/;': E•1 •G11111FMMSIIIIIIIFIIIMI 2 2 MII`11111111t.141•I1112g91.1.11111111Pa • 2 3 14 lIIIIIISMIP1=11 50 5/8 23 37 • . 2 2 4 0 4 15 19 1 8 63 -900 -00.0 3 3 2 37 5 2 0 5 / 3 3 -000 y 2 1/ 2 32 37 0 3 0 NII fl 3 .-00 1/3 33 2 1/ 38 3/ 80.0 26 37 72 3 3 3 7 5 62.7 - 827 4e 26 _ 1 m • 3 0 0 -:, 0 5 1/2 36 26 1/2 72 800 00.0 3 3 • 5 3 5 - -- 32 26 00.0 MI 2 1 3 2 2 2 0 0 -0 0 3 3 - -- 32 9 -80.0 3 2 -00 3 4 - -- 7Z 80.0 0.0 -80.0 4 $ 3 0.0 . - -- } 2 00.0 -80.0 3 3 3 6 3 5 22 37 28 _••,0 -0,0 2 33 53 1 ¢ 3 3 2 8•.0 -0.0 30 3/4 60.0 -0.0 �.0 -0.0 4 34 SJ 1 / 50 /8 37 2 80.2 -89.0 ? 3 00.0 -0.0 25 37 35 53 1 8 63 fl �1 80.0 -20.0 3 5 11 0.0 -0.0 80.0 -80,0 3 38 53 1 8 72 ' 3 3 • 80.0 - 3.5 80.0 -80,0• - -- EMT! M O M , . EMMrMM.. IIINDa1•V7iO111M2IMMI IMINFM1M11 1!lS,Eime moi _____ 1 • - -- 00 a 3 0.0 - 4.4 4 4 5 80:0 -•••• 4 - -- 60 72 3 80.0 -65.1 4 4 5 0.0 -1 0.0 4 5 ___ 74 38 3/8 2 2 80.0 -72.2 4 4 4 80.0 -72.2 2 4 3 - -- 74 50 5/6 3 2 0.0 -72.2 4 • 4 4 0.0 -72.2 4 4 4 - -- 74 63 3 3 80.0 -60 3 4 4 5 80.0 • -22.2 4 4 5 - -- 72 3/10 72 3 3 72.2 -54.1 4 4 5 80.0 -80.0 4 4 5 INSTALLATION,FASTENER CHARTIHARDWARE (X CONFIGURATION) GLAZING: 7/16• ANNEALED LAMINATED ($AF- GLAS),$ASED ON TEST REPORT No.: FTI. 2770 2.726' SILL HEIGHT. WATER RESISTANCE TEST: 12.00 PSF • (EICO 1/4'0 OR 5/16'6 TAPCONS IN 2500 /3000 PSi CONCRETE SUBSTRATE) CONFlCURATION X 2300 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED (1/4'0) HEAD/SILL (QTY.) ANCHORS EACH JAMB (OTT.) REQUIRED (5/16'1) HEAD /SILL ' (OTY.) ANCHORS . EACH JAMB (QTY.) PRODUCT CODE FR. W ID1H (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE ( HW S (QTY.) LOCKS (QTY.) 12 19 1 0 20 80.0 -80.0 2 1 2 2 2 2 13 19 1 8 38 3/8 80.0 -80.0 2 2 2 3 • 2 3 14 19 1 8 50 5/8 80.0 -80.0 .3 2 2 4 2 4 15 19 1 8 63 80.0 -00.0 3 3 2 3 5 5 / 3 3 2 y 2 1/ 2 32 26 1 .8 2y 26 0 -000.0 3 2 1/3 33 2 1/ 38 3/ 80.0 -00,0 2 2 3 3 3 3 5 3 5 1/2 36 26 1/2 72 800 00.0 3 3 • 5 3 5 - -- 32 26 00.0 -80.0 2 1 3 2 J 2 3 3 - -- 32 50 5/8 0.0 -80.0 3 2 4 3 4 - -- 32 63 , 80.0 -0.0 3 3 3 5 3 5 - -- 32 72 00.0 -80.0 3 3 3 6 3 5 22 37 28 80.0 -0,0 2 1 3 3 3 2 23 37 30 3/4 60.0 -0.0 2 2 4 3 3 3J 37 50 5/8 80.0 - 0 ? 3 25 37 63 80,0 = 0.0 3 3 2 8 3 5 26 .37 72 80.0 -80,0 3 3 3 7 3 5 " TABLE M• 1: TABLE 0 OTHER CONFIGURATIONS MAX F.W. MAX. F.W. (SEE TABLE O1) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS , NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 O • 8l LS1:47 L• L.IKKOL. INSTALLATION FASTENER CHART GLAZING: 7116• ANNEALED 2.728 SILL • (ELC0 1/4'0 OR /HARDWARE (XOX. XXO AND OXX CONFIGURATIONS) LAMINATED CSAF- GLA$),MSED ON TEST IMPORT No.: FR 2770 • HEIGHT. WATER RESISTANCE TEST; 12.00 PSF 5/16 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) . (USING 1/4 ANCHORS) (USING 5/16', ANCHORS) CONFIGURATION X0X REQUIRED HARDWARE' 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS 3200 PSI HOLLOW CBS REQUIRED ANCHORS PER OPERABLE . VENT AXED VENT PER OPERABLE VENT PER FOXED VENT PER OPERABLE VENT PER FOXED VENT PRODUCT CODE o— W— 0- w- TOTAL WIDTH in iFA1L7 lifill/LE F HEIGHT In MI= IEFIEWYLI 'X' VENT WIDTH (In) tTIENI ISIEIIIIII '0' VENT WIDTH (In) =EMI MWEE yBINGT (QTY.) NNW g -N I N UIT MY.) MINI Elan CUSTODIAL LOCKS PO4 ( +) tTI•>•11201:t MUER NEGATIVE (-) SIMMIIIIINIFEIIIIIMEINEI HEAD/SIU. (QTY.) =BM EACH JAMB (QTY.) EIr HEAD /SILL (QTY.) MIA= EMEEO=E• H JAM . (QTY.) EE (+) * 01111 NEGATIVE ( —) -ao.o • • HEAD/SILL (cm.) EI•iEMENEME1• E�EEEEEE EACH JAMB (ore.) HEAD /SILL (QTY.) JAM (cm.) HEAD /SKL IIIIMITAIN IIIIEMIM JAMBS NMI MINI 0 W - 4 0 - 2W - 5 O-2W-6 D - 3W - t YZ KRIMNORM iB1L>ft� �LItITi�1i7 iMJ1 1�� E =E1• E ®�1.0 E ©NEt NMI ©. hh 17 CV rrr� tR 4111 NONE NMISW][• r=I IE 80.0 •a7RiEOE�� =>vEiE3EI�1•Ei,�> - 6 © • . , .0.0 •a�EaoE�� •>•E�E>•E�E� -60.0 o • - o. • �� - :.• � � 0 - 3W - 3 EITErLII WIWI i'Zari7 mum i1• ©EEE i>•t t'• __ -- -- IENEEll _ZI[`szw1♦E>•S! ElE517111MEREIN _ -i•MINIM ©MINE 0 - 3W - 4 LI Ei>FY4t4Mi7E1>•ETi © WEN i>•111FIEI_ZIF_ IE IIIMINI NM= _-- • - w- MEWL' ISIEFENEs• Yil IIIIIWMI MN NM 111FIN EI•EENN NM�MME�E��>• eo =MUM -bo.o MN= MIME 34 E>• NOME ©MEM M i>•IM3O.EI•MOM 60 =M1•��EI•EI•�•� -60.0 -:: �� EEIM _I•EINNIENIF>• WIN MIMI© MIME IIIICEEEI MIME • -3W -8 R`I>iJ'L1 •�I> ri1E1�E7 ©t'EE T -2W -2 �a �� 1 2 1 T-W -3 j]1 2 2 •.• -BO0 4 • • 1— W - 4 .FLI INFEENI IMAM MEMO IMRE11118■. NOM I• i>_EM i1• EI•t 1111EFFIlli MIEI 11121:1451111 SWIM IIIIIWINEI____ _0 IMMUNE MIME 1.A__ _WEIll IIIMMIN !Fall T- W- MAYA 1111111111 WENN E* ®©E T KENYA SEEM ESE ®E70©iE 1 1 ISM MEM'III IESII0011111>•EWEti713111IIIEN 6 0. 0 a0 .0 - 800 © ©EE l S�� ©EE NEMO JS - -- 51 _U __�� - -- ®awl•7tfE MINIM E • ©EIIIII ECM ® 11115ZM1 ©oINICEOMOM ®INNE11111113•111 - -- EITEILIECEEIIIII MIME ®EI• WWI WEI NM 3 SEDUM !MOM 51.0 -51.0 MINIM 3 © 5 E>•t1•INFi)fl•IMMIX= MIME 3 6 51.0 -51.0 3 ©ISM•EE 5 3 5 - -- 125 1 4 72 35 51 3 3 1 SEE MULL CUP SHEET 10 Of 11 Alibi I \ SH BALLARD L ARCUS, P.E. W. 91 TERRACE 33324 Nou C 515 LMI r TABLE * 3 NOTE: -SEE ANCHOR NOTES. ON SHEET 1 OF 11 -SEE MULLION ANCHOR CLIP DETAILS ON SHEET 10 OF 11 -� 'X• VENT WIDTH MAX. F.W. '0' VENT. WIDTH (SEE TABLE }3) SEE MULL CUP SHEET 10 OF 11 CAM . LOCKS j x. H ES. 1 ' 1 I 1 Ls- SEE MULL CUP SHEET 10 OF 11 MAX. F.W. I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I OTHER CONFIGURATION$ (SEE TABLE 13) SEE MULL CUP SHEET 10 OF 11 MAX. F.W. (SEE TABLE +3) SEE MULL CUP SHEET 10 OF 11 1 INSTALLATION, FASTENER CHART /HARDWARE (X CONFIGURATION) ' GLAZING: 5116' HEAT STRENGTHENED LAMINATED (SAF- GLAS). BASED ON TEST REPORT No.: PM 2667 2.728' 511 HEIGHT, WATER RESISTANCE. TEST: 10.92 PSF (ELCO• /4'o TAPCON IN 2500 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ BLOCK REQUIRED HARDWARE REQUIRED ANCHORS PRODUCT CODE FR. (InIn) ) ' . H G (in) HOLLOW BUTT (QTY.) Y.) LOCKS (QTY.) HE (QTY.) (Q1Y.) EACH JAMB (QTY.) Min.=P =BIERMR..BIMI•=Min MUT =IN �• • �E ifa[)• BBEFFBLIDO RE*111111111111EMM ©E111111111EBERIIREIBi0111111 11111111€111110 IIIIMIIIIII MINE'EBBMINFINNIP O EB)E MIMED MOMS MitiMi ilMIBIIf14EZL7EY3)•MIEMBIll ®INT10711111MINITINNII IMMIL•1•IST 1111 nilBIR31AIBELIIIIIIEMEINB>cMEINEI=i>•IMMBINIIEMID1111 Wag= iFIMINERP MON IIIIIEMB E31LNIB L *Yi BAIyy7TINNIBBa3PG)•I!IIIIIIS)•MINFIDINENNIM' BIIMIL7 YL:111 11111FANNI =MINII 111111FIFTIIII •=7;....Ffam•FAncilishilimIlli5FrilINIIIIIINFINIMIIIIMIIIIIIrmgmomm= IIHM 0 8 -75.4 3 11111EfMIBEWAIL 3 2 8 WM - 48.3 MN MI MI ET[ =DPCI•UNII INNIFf• BED 1•1111)• BED DESIGN PRESSURE RATING: SEE TABLE /4 (THIS PAGE) GLAZING:. 5/16' SAF -CLAS BY S.I.C. - 1/8' HEAT STRENGTHENED CLASS - 0.069' POLYCARBONATE INTERLAYER - 1/8' HEAT STRENGTHENED CLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF SERIES 515 CASEMENT WINDOW (TEST UNIT•ELEVATON VIEWED FROM EXTERIOR) SCALE 1/2' - 12' GENERAL NOTES 1/8' HEAT STRENGTHENED CLAS .089' POLYCJARBONATE BY S.I.C. 1/8' HEAT STRENGTHENED CLASS 18 .x 3/4' SMS. (SEE OTE /3 BELOW) EXTERIOR I 5/16' OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GUESS HOLDINGS, MC a0' (V ASS BITE GLASS DETAIL SCALE: FULL SIZE 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT RIO-SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLE /4 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOC1CS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 12 FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES /4 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) R0T0 OPERATOR AT SILL, LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE 3. CCAZINO 1101100: EXTERIOR GLAZED WITH 0.450' (VENTS) CLASS BITE, USING SIUCONE AND AN ALUMINUM TUBE LAZING BEAD. WITH SIUCONE BETWEEN THE BEAD ANO CLASS. GLAZING BEAD TO BE FASTENED WITH A. SINGLE ROW OF /6 x 3/4' FI1. SS. SMS. LOCATED AS FOLLOWS: - HEAD. AND SILL: 3' FROM ENDS AND 8' O.C. MAX. - JAMBS: 3' FROM ENDS AND 10 3/4' 0.C. MAX. 4. ALL STRUCTURAL MEMBERS SMALL BE ALUMINUM ALLOY 8063 -58. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. ■ TABLE • 4: I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I ANCHOR ' NOTES 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE A..1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 146,887 PSI AVEERAGE YIELD STRESS- 158,767 PSI 8. 5/16'0 SEGO TEXTRON (CARBON STEEL) HEX FUME OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 150,142 PS1 AVEERACE YIELD STRESS- 155,862 PSI C. MINIMUM TIP. E]MBEDMENT'S ARE AS FOLLOW: • a. FOR X ANO XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 _3000 PSI STRUCTURAL. CONCRETE - 1 1/4 FOR HOLLOW CONCRETE BLOCK b. FOR X0X. XXO, AND OXX CONFIGURATIONS: - 1 3/4' FOR 3200 PSI STRUCTURAL CONCRETE - .1 1/4 FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK 15 2 1/2' 3. MAXIMUM SHIM SPACE BETWEEN WINOOW FRA TE AND FACE OF SUBSTRATE. IS 1/4'. 4..MIN404UM ANCHOR QUANITTIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE • PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME A XU 211 ANCHOR SPAT • REQUIRil/ENIS: ' - HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION. LOCATE ANCHORS 8' FROM ENDS AND 16' 0.C. MAXIMUM - JAMBS OF OPERATING AND IVIED VEINS FOR X CONFIGURATION 'LOCATE ANCHORS 8' FROM ENDS AND 15 3/8' 0.0. MAXIMUM. t J L ARGUS. P.E. 91 TERRACE 33324 Ilsios . FLORIDA No.35888, CML 1 1 N. C515 LMI WELT BOF 11 ' BILL OF MATERIALS (TEST FTL -2567) REM 1 on 1 PART No. GW 37525 MATERIAL 6063 -T6 ALUM. ' DESCRIPTION FRAME HEAD LOCATION WINDOW • E 3 • 1 75 • LRCM • . • -T • . um 6063 -T6 ALUM. FRAM JAMB u • • g WINNW FRAME FRAME SILL 4 ..63 5 UM. . 11 6063 -T5 UM. VEDA TOP a 31 a,l WINDOW SASH .. -.1., 5 • tti!•SbyN•IIIMI! 6 911L1!•Y>;•11.1 t•i!•W4Tit•'•1• e1.1r._!131a�IliI:1ta;Ip1:1A.iC: I Ii;r.`_•Ia@�._.1: � 6 to - 0YFMa = 6063 -T S UM. 17il K1 . .. ti"t 1 IA 1 CUSS U 16 SAF -GUS 1AMINATED SASH VENT 12 AS Rude ® 1 o ' EMG s •. t 2. •a•84 KL 13 AS F <^ . RE711.11111111 PZ p WOOL IlaLalgliff C. I. ...Ma — AMMO 15 CAST ZI 1191; _ • EAU:M :19MM 1 7 • _(•' KEEP LIKKil i...I .VL 1♦ ". 15 F --- _ __ _ ___ _ ?l]l ?IMI111111«• 71 ** W 'i'llizii L•i�w_1;1_1111 rN �p..quiL•limatL� 19 4/cc.: '. 1I0 '�.I.7 • I >; Xtt'i .14:1 3Q --- I,Li l 21 ® ,R 0111INIII<ILREETEAK !■9 22 PIIPITANIIIINIMIlnIFYAIMINIIIIIIMIMIIIIIIIIIIIINII 717i1=1111111 a a . • • • .�11►11 . ..ii:. .. 2 3 • ® ` I;15 �7 � � MEIN" 27 as 3 16 • • K 5.8 04_1-ONCE R90 28 --- ` 7 • • P 30 ®I•INTES 47:111.i.l $a" -INIII FRAME CORNER 31 - -- 3 x 11 16 K 1 16 THK. CHEVRON 32 - -- ® 3 1 3 8 z .041 THK. CHEVRON CAP RIVE' .. • . GES 36 - -- 37 --- S. STEEL /6 K .i /'• -''. SS. SMS. (SEE GENERAL ANCHOR NOTE s_ .` 79MT 6 OF 11 TUBE GLAZING BEAD 2 NOM. WIDTH 2 1/2- EDGE DISTANCE (TTP) 7 1 VERTICAL SECTION WOOR RUCK TAI f ATKMN wow.' 1Y0o0 BUCK SHALL BE ATTACHED TO SUBSTRATE As MENDED OF RECOICAL� ARCHITECT OR ENGINEER 1 I/2 MIN. EMBED. (Tw) TYP. INSTALLATION INTO CONCRETE 1X P.T. W000 BUCK (SEE NOTE BELOW) X P.T. W000 BUCK (SEE NOTE BELOW) 1 1/2 • MIN. ) E D. --a C4 TYP. • INTO cc • ' (NO SHUTTERS RE01: ^R THESE INSTALLATIONS I • "1 1 1/2 MIN. EMBED 7 X 17 TYP. INSTALLATION "+'OCK • WU TH INTO CONCRETE 'JAMS HINS ` '13 LOCK - DETAIL • L ARGUS. P.E •, , R .W. 9 TERRACE RA I / z tc FLORIDA No.35686. GVIL DESIGN PRESSURE RATING: SEE TABLES #5 .AND 16 ON PAGE 0 OF 11 TEST REPORT No.: ATL 0806.01 -02 GLAZING: 1/2' GLASSLAM BY NEBULA GLASS — 3/16' ANNEALED GLASS — 0.080' POLYESTER '— 0.010' PET — 0.060' POLYESTER — 3/16' ANNEALED CUSS WATER RESISTANCE TEST: 12.00 PSF 6' 72' MAX. FRAME WIDTH 6' 6' • F 1TT r' 7 3 /5• _4 p L_ ,.. ..o--------f LOCKS _ \, , ' s _ . n '• ''� ..71_ 1 HI NGES I ,� 1;,1:x.- ✓ �I I. 1 I 1 I ' - 8' 7 5 /8, SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION MEWED FROM EXTERIOR) SCALE 1/2' - 12' GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVEN.. — ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT MID —SPAN WHERE THREE HINGE VIM'S ARE INDICATED. (SEE TABLES +5 At /6 FOR GUAM/ — SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS. LOCA— TED 7 5/5' FROM TOP AND BOTTOM AND AT MI0 —SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIOHT JAMBS (SEE TABLES Pat •16 FOR REQUIREMENTS EACH.VE T SIZE) — ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2' FROM ETTHER LEFT OR.RICHT JAMB, 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PRE. WIT+ MrtEGR/ I. PLASTIC FIN. — LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETINO RAIL, AT EACH WEATHERSTRIPPING GROOVE 3. GLAZING METHOD: EXTERIOR CLAM) WITH 0. 375' ( VENTS) GLASS BITE. USING' SILICONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 4. ALL STRUCTURAL MDABERS SHALL BE•ALUUINUM AJ.OY 6063 —T6. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURAI1ONS SHALL 8E: A 1/4'0 ELCO TDCTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING. MECHANICAL PROPERTIES: MINMNM YIELD STRESS. 146,557 P51 AVEERAGE YIELD STRESS.. 158,767 PSI • B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR. FLAT HEAD TAPCON ANCHORS, WTH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS.. 150,142 PSI AVEERAGE YIELD STRESS 155,862 PSI C. MINIMUM TIP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: — 1 1/2' FOR 2500/3000 PSI STRUCTURAL CONCRETE — 1 1/4' FOR HOLLOW CONCRETE BLOCK D. FOR XOX XXO, AND OXX CONFIGURATIONS — 1 — 1 1 FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY • 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATKIN VEATCAL MEETING RAIL: FOR 1/4'0 TAPCON IS 3'; AND 3 3/4' FOR 5/16'0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRMIE AND FACE OF SUBSTRATE. 15 1/4'. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS • S000 UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME — HEAD AND SILL 'OF OPERATING VENTS FOR 'X AND XX CONFIGURATIONS. LOCATE ANCHORS 6' FROM ENDS AND 20' O.C. MAXIMUM — TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION. LOCATE ALL ANCHORS IN CLUSTER WITHIN 6' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS. LOCATE ANCHORS 6' FROM ENDS AND 14 15/16' O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MNNTNN 3' MINIMUM SPACING' BETWEEN ADJACENT ANCHORS. t ANCHOR NOTES I NO SHUTTERS REQUIRED FOR THESE. INSTALLATIONS I GLASS DETAIL SCALE: FULL SIZE • INSTALLATION GLAZING: I/r GLASSLAM 2.72r SILL HEIGHT. • (ELC01 FASTENER CHART /HARDWARE (XX CONFIGURATION) SAFETY -PUS ANNEALED LAMINATED.RASED ON TEST REPORT N0.: All 01106.01-02 WATER RESISTANCE TEST: 12.03 PSF BASED OK TEST REPORT 'IL 2770 /4 OR 5/16'0 TAPCONS IN 2500 /3000 P51 CONCRETE SUBSTRATE) (USING 1/4'0 TAPCON) • (USING 5/16 TAPCON) CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK • • REQUIRED ANCHORS PRODUCT COOS FR. WIDTH (in) FR. HEIGHT (In) BUTT F} ES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE ( -) F1� MEAD /S (Tm.) HEAD SNl ( ) JAMB (�•) POSf11VE ( +) NEGATI E ( -) N N L (oTY.) H S� (a) EACH JAMB (QTY.) 22 37 26 2 1 . 62.0 -62.0 2 2 2 62.0 • -62.0 2 2 2 • 23 37 36 318 50 5/8 2 62.0 2 3 62.0 62.0 -62.0 -62.0 2 2 2 2 3 4 62.0 62.0 -62.0 1 -62.0 2 2 2 2 3 4 24 37 25 37 83 MEM= E?iE)•1111=11111111115>• 3 62.0 -62.0 4 2 5 52.0 -62.0 2 2 5 26 37 72 3 62.0 -62.0 4 2 6 62,0 -62,0 2 2 6 ___ 48 26 -52.0 1 62.0 -62.0 2 2 2 02.0 -62.0- 2 2 2 ___ 48 38 3/8 -62,0 nimummiti - 2 02.0 -62.0 2 2 3 62 0 • -62,0 -62.0 2 3 - -- 48 50 5 8 7 . . _ -6 6 -. •. 4 - -- 48 . 3 3 .2.. -62.0 5 •2.0 -62.0 2 2 5 62.0 81/. 3 3 3 6 3 6 4 4 4 6 62.0 -62.0 32 53 .26 1 62,0 -62.0 2 1 2 62,0 -02.0 2 33 53 1 8 38 3/8 2 62.0 - 62.0 2 2 3 62.0 -62.0 - 2 2 34 5 3.1 8 50 5/8 I j 3 62.9Q -62.0 4 2 4 62.0 -62.0 2 2 4 35 53 1 6 83 3 62.0 -62.0 4 2 5 62.0 -62,0 2 ' 2 5 36 53 1 8 72 3 62.0 -62.0 • 4 • 2 0 62 -62.0 2 2 6 - -- 60 26 2y 1 62.0 -62.0 2 . 2 62.0 -6 2.0 2 1 2 38 36 / 2 62.0 -63.0 } 3 62,0 -62.0 2 3 - -- 60 50 5/8. 3 y 2 y 4 2 60 63 3 62 9 -52.0 4 2 5 62.3 82 0 2 2 5 -_- 60 72 3 3 62.0 -62.0 4 2 8 8249 -61.1 zz 2 - -- 774 26 2 1 62.0 -62.0 3 4 r 2 82.0 -62.0 2 4 2 24 � 2 83 62.0 -55.4 5 4 62.0 2 4 4 - -- 74 02.0 -55.4 4 5 02.0 - 2 4 - -- 72 72 3 ' 62.0 -54,2 _ 4 4 6 62.0 -54.9 2 4 _ 13 INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: Ur GLASSLAM SAFETY -PLUS ANNEALED LAMINATED.RARED ON TEST RETORT No.: ATL 0106.O1-O2 2.725• SILL HEIGHT, WATER RESISTANCE TEST. 12.00 PSF BASED ON TEST REPORT FiL 2770 (ELCO 1/4 OR 5/16 TAPCONS IN 2500 /3000 PSI CONCRETE SUBSTRATE) . CONFIGURATION X 2500 P51 CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4 REQUIRED ANCHORS (5/16 PR O UcT FR. t 0TH FR. On) HHEIGHT man/ NEGATIVE 1E=1REDi>_REDRRR>`aREDRED ( ES RED ( LOCKS RE1=111RRRR>FI HEAD /SILL EACH JAMB EMI= HEADD/SILL EACH; B IME1111111111111 RiER1111111iED4 )• 41111111111111.31A1•1RRs R>E EN 1111KM=IIIMP'11I EI.O 14 19 1 p 50 5 B 62.0 -62,0 3 11111 �MI MOM= sl• 15 191/5 63 • 62.0 -62,0 3 16 19 I/ 72 62.0 -82.0 11111 3 IM=FillilEI•1111111111111111111110Ti WARM WAR= R1M110111=TIi1•� T 71.7tMiNICfTIIIIIiINII 1L•W 1iImo)•=NMIE>•E�E�E1•i�EI• =CM= MEM= E?iE)•1111=11111111115>• =WM= x'{ 37 /MNIV IN 11111 2 0 2 : 0 �1M�� 32 50 5 0 62.0 -52.0 32 83 62.0. -52.0 N 32 72 62.0 -62,0 nimummiti 37 26 62,0 -62.0 7 ,.. -6 20 37 72 62.0 -61.3 3 3 3 6 3 6 TABLE • 5: TABLE E6: E OTHER C O N F I G U R A T I O N S MAX F.W. -`-I F+ -- MAX. F.W. (SEE TABLE 05) I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I NOTE: -SEE ANCHOR NOTES ON SHEET .8 OF 11 a 1 1 Lifl r DAMAN: No.. C 515 -LMI 9 K[T 6 Of It 3/4' 1 5/16' MULLION ANCHOR CUP 'TYPE AI' (O T » TO LC two rat r o c = M . PaTNLUIONS) (9/11:1001t MOO {� 2 9/16' L 7/ (f ITTIOR .00 5 1/2' 135/16' MUWON ANCHOR CUP 'TYPE AS (WOOED TO IC 11® TOR /UR SUR17CE /6IMUTCI ) 3/4 #14 X 1/r FN. SS. SMS. FOUR TOTAL) 3/6' 1 1/2' 5/8' 2 9/16' 1 13/16' MULL ALUMINUM I/ AND • BOTTO rr • INTO CON AN D 2 1 /22' MINNEO. EDGE DISTANCE (FOUR TOTAL) if ' INSTALLATION DETAIL `I' ONTO CONC.) (BOf1OM LOCATION S1 AT TOP seam) 11 1 A 3 / 16 ' CUP 1 T TOP x 1/2' g2 SS. SMS. i1 l BOTTOM, TYPICAL • l TcR E�T TE TEE ' A l INSTANCE. (TIR TOTAL) • JNSTALLATION DETA wir (INTO CONC.) =AM ON ON Ws% AT TOP mum) 114 X 1/2' FH. SS. SUS. MULL (FOUR TOTAL) • CA 1 U MULL _AWL.. 4 ' °t WDO0 RU JC IN3TALIATKIN NOTE W000 BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENOED BY ARCNRECT OR ENGINEER OF RECORD (TYPICAL) IP(WO �M ' 4 1/2" MW EDC DISTANCE. (TWO TOTAL) I (THR U o JL (BOTTOM LOCATION MM. AT TOP *I& R W4f7f1 RUCK WSW 1ATKIN pow. . W000 BUCK SHALL. BE ATTACHED TO SUBSTRATE AS RECOMENOED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 2 x 4 x 1/5 x 1 1/2' . ALUMINUM ANGLE (A _TOP AND BOTTOM. TYPICAL) 1/4"0 TAPCON, 1 3/4' MIN. EMBED. CONCRETE AND 2 1/2' MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL C 7 (IX THRU WOODeUCIU . (BOTIDM LD Al I4 sem, AT we Alm) 14 O x 1,2 SS. SMS 2x33/16'x1/8x51 D 2' ALUMINUM CUP (ATT TOP AN BOTTOM, TYPICAL) 1 M OO D BUCK (SEE NOTE B 1 X P.T. WOOD aim (SEE NOTE BELOW) ISOMETRIC VIEW 1 1 1 g OMWq.Ns: 515 — LMT SHEET TO 0 1 11 . CW 37524 (T11-102) REM 9O MEETING RAIL 1.739' CW 37521 CASEMENT INTERIOR HINGE .125" SW 27713 CORNER KEY 126 ' • .230' -� F.210' r 173' 1 .125' I . .375" DI-62 TM -62 TTEMQ 3' STRUCTURAL MUUJON'. GIN 37522 • CASEMENT EXTERIOR HINGE ITEM 3 x 11/16" CHEVRON • 1.375' .041' • REM 3® 3 x 1 3/5' CHEVRON 1.000' 1.000' .062' REM 0 3 x 1' CHEVRON 0W FLORIDA No.35686. CM. CW 37525 REM 0 FRAME HEAD / / JAM CW 37526 -O ©O VENT TOP. BOTTOM AND SIDE STILES r= 0 1/2' x 1/2" x .082" THK. TUBULAR CLAZINO STOP M 1 =•DARE PRODUC CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 3000 N.W. 125 Street Miami ,FL 33167 Your application for Notice of Acceptance (NOA) PA -8 Aluminum Mullions, Impact Non Impact 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 s for pt nc by the Miami -Dade County Building Code Compliance Office (BCCO) under the condrtton This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this pro duct or material at any time from a jobsite or manufacturer's plant for q ual ity nod fy, t o sting. If thi product or material fails to perform in the approved manner, BCCO may y if it is use of such product or material immediately. BCCO reserves the right to revoke this the South Florida determined by BCCO that this product or material fails to meet the Building Code. The expense of such testing will be incurred by the manufacturer. A(72-1(0 ACCEPTANCE NO.: 01- 1214.03 Raul Rodriguez EXTIRES: 02/0 1/20U7 Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL P GES FOR SPECIFIC AND GENERAL CONDITION BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO lnida approved the by c the B l n g Code and Product Review Committee to be used in Miami -Dade County, r forth above. APPROVED: 02/07/2002 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 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION ' • (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR 375E 966 FAX (305) 373-2908 ' PRODUCT CONTROL DIVISION (305) 373 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Winnings Pan American ACCEPTANCE No.: 01- 1214.03 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0424.06, which aescribed in Section 2 of this NOAt renews the approval of a structural clipped mullion system, 1994 Edition for Miami -Dade designed to comply with the South Florida Building Code (SFBC), County, for the locations where the pressure requirements, as determined e by S BC Chapter 23, do not exceed the Design Pressure Rating values indicated in the app 2. PRODUCT DESCRIPTION „ 4" & 4 -1/2'� —Non Impact Resistant and 2.1 The PA -8 Aluminum Mullions (1 -1/8 x 3 , 3-1/2", the e PA -8 Aluminum Mullion (1 -1/8" x 4 ") — Impact Resistant and its comp DE onen hall b s No constructed in strict compliance with the following document: manufacturer, dated O1/ 0/96, revised on 10/22/98, 1 through 6 of 6, titled "Mullion," prepared by signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the approved iDdwingsy �Product to as Control Division. This document shall hereinafter be referred 3. LIMITATIONS 3.1 This approval applies only to a clipped mullion system used with aluminum windows with a current Notice of Acceptance, installed as shown in approved drawings. 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with 4 INSTALLATION the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control App 6. BUILDING PERMIT REQU1RTMENTS 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 Sect one of this N o a t ion. or Acceptance; clearly marked to shoe Building Official the South Florida Building Code 6.1.3 Any other documents required by g Official or (SFBC) in order to properly evaluate the installation of this system. A o111 R nriri c*nez. Chief Binnings Pan American ACCEPTANCE No.: 01- 1214.03 APPROVED: February 7, 2002 EXPO: February 1, 2007 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 A oved"ror as spe i ally state, and the following statement: "Miami-Dade County Product Control pp 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 o this approved; ce, including c) If the Acceptance holder has not complied with all the requirements 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 pros has been aut be cause for termination of this Acceptance, tion w appropriate fee) and approval this office. requested (through the filing of a revision app 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, the Nonce f owed by the expiration date may be displayed in advertising literature. If any portion of Acceptance is displayed, then it shall be done in its entirety. 7. A copy co of this Acceptance as well as approved drawings and other documents, where for it applies, shal al be provided to the user by the manufacturer or its distributors and shall be available the job site at all time. The engineer need not reseal the copies. nation and removal of 8. Failure to comply with any section of this Acceptance shall be cause for to Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT 3 END OF Rant Rodrisuez, Chief 1' X 3 1/2• MUWON 1 X 3 172' MUWON I X 4' MUWON 1' X 4' MUWON MUWON DETAILS LOAD APPUCATIONS w ees V Re Nr1e.10 lorbOsrea OD K4tta sun Moss ow we raw. Om Valr General Notes: I. t *Moe kw Mu slosar.. e. e. W PRODUCT RENEWED tiA ..d speed eo.4Mred n 11 a./ the mar. fool 'mope ol the looking a e. 4 to s b ea.. GO het. k 0. Ma.. wstl44 .0 Owls County most hods 0 hr.Car rotectrw eCstret ed. se *tom fruit. 3. M Owosso astrosoro shtl M 0003:15 totem esMd eo+..se. fa-03 413.1 2.2 4. N RRbl r4 000000nt to meet ASTM 3.36 fa 220 43 -29.3 . 3. Osaigo fordo o on Most 2.1 wry to soe, prow. oN .ryw.e 10.6. Dy G.10. Armin loads 0Meab/ o eR parlamaK. art Canoe a <e4 tln Moo letll at ow .N.16• e...dws or *or atYMei ea••tr4►te antra dr.40 7. MA, moat M 040404.00100.1.0.4.4 oM doo. a, shoo a" Wet 3, 1 6. restwry gaewy el the *Mow f+odsa tow 046 net Ire as per 0.a Faded meant /a. WM ewNO.r. htta.r.g al toe O04$ mot use otf.ar a 010 a ►Ot Mart • or 010 a 3M•Tarfny 540. the mom* lout* for ter 010 twat e 1 2/10. The 000..0•.1 WO 41 M. /109e9-Ty7 5.023 r SAT. 9. The m.1t system* weed br the Warne Metre 0eM leedetst a. ?5 -0513.03 1' me/ Y.o0...3 -0, ocular ►. 96.0319.01 feed ttr./o.. Sp.*, .. 50.1 120.01 Ma.aertd Mary *Wove A. 96.0023.02 Army *owe. .. 960423 .01 3.r.g tw.d0u 1. 97.1027.09 5041. May 1%near I. 92,471 GAG impact 0 N topmt 9/41.10.4 Wedoo h. 944212.01 Impact s leoMnyaatltw.e.* Racy WM*/ FL 18755 STRUCTURAL Date: /L /1110/ • Tit .. AMP .f r:.c.n.a..:•••■ 1'1Ta11AT3r - 3 MUU. 3 1/2' MULI. 4 MULL 4 1/2 MULL 03.16 BI NN INGS AM ERICAN GENERAL moat. E. I WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 6th Ave. C -300 Miami Shores. FL 33138 005175E -3117 5674008 Fa 3624212 • 100 1012206 o f 11rtA ser1UATON tw Mt IOP lWM w°rxa.°ao 91419 10 0.C. 14M Px 0P 1.x 6le lz ovate OIL 0111 M A142 nEAO 14.1 114X1.11sr1YA11ON AM1 M1. tO Lt11t•O 110.0.020 P41 OR PA. sw MA14e 9N. r•10 NiA W Or 7 ...000 9N MIM rRAMe MAO rtrtek11eT4@Ar10N ON11A104r41 MICA f.Ol'AttA110 14 SU TO e1KM 11 Oau1 o WS 10 0.C. 14Ai 1.x OR 1.x SY9 TPtX #STMA110M P9 ML TO AM14111140 Trr1CY N@TNOA110N *33241.101!1240 IM T440 11250 ,tark.az311°VII 11419. OM MOW o ?MCA 1.5r1.tAn0N ewe"t 417 rrwneAo T 11109, 1Nst14LMTO" 15 9u 10 C" 11 0" 0 111110142 9971.47,01 9411.0 7049*1340 " rliVe1w 1.'.'.°N.o s 1 1907 YA1 PA. 0[rx s149 r ► i MAW 501. PR.TY"'"v" 1 7910µ 9eUYAT0N ew MI 144 4 "*140 Mf 91119 1.x 1.x ere 02.014 �AII/1� FULMAR ROO 7911400.414011 9"ge 1QeWMAD 1 10 • 0.02591411 MOO ENO I a* 0.C. MAN 1141 001141. S10 el I Mif pp 9p ° AUA iro11 M1 l A . i wawa 4100 rrrlrx 91er•41.010N rrw9u T2 ew wo 0 r» u4 Ma 1°/22490 110 1 0.025 1119 11[01. 1 M0 1 e 0.7. 1141.00 7.n. 0149 x ? S ; , . i 8 11& P :' 4 b 11 11 OrreAMS „MAIM trUt TITO& 115 TA11AT0R 119 MOO rvMOO .4.,„;12[W w sr. : ,» MUM SRL I L)bT. b I'ISMEh WM. M. MEYERS, P.E. Consulting Engtnaars 14301 N 19t Ave. C -30 Miami S hores, F L 3313e (3031756.31 557..005 tax ;yltd7D: FLA. 1875 STRUCTURAL Date: /0/P WS AMERICAN MOTAWTOM 1 ■ TYPICAL INSTALLATION DETAILS 1.14.1.2.1 1101.022.0 10•299 ♦ f NSiR lATg110' 55 TRAMS TA.,♦ 55 T RAM r5.,O . i r }R. r.n"". SMs 1 ?TC4t MST51 ATIO5 SN r0 frW tmuaretnutO5 rorowr 1 Ito . e.e23 ern ie O w rxgtrx 5 0114 fIW MAO !0015 116f2M61'0' 0r 1 • 4.1:03M G WM.! MOO 1167 ° A,{Air Arrw01'/y ctrl N NOON IMO WRd Mlie6Y MIZe. ?VI ?WM 4.515 rAa peg KIVU JAM 1 re$AMATON ATM OA1 t0 11`W rneaM 7'41,0+ 1 PP 10 rrw r new6� " ,sOt rx o1 rV. sus Pte' "IAMB 5r1 445 1.00YY t. MM.! NIA0 AVM ?RAW N5A0 554 r 0401•25AMOON rRAM5M145 Asoa 1 AU09f Orr 4.0 o DANK ✓ ▪ 5107055 Ave MICA. M5TMt5T011 re SILL TORO/15ra 4 ° 55015510 °"" I& 0.C. MA1 r.1l. OR r.11. 5005 MOM! OM '5.1 wisrm iKTaIA�ION Or 1 • •.OpOG IWO tKKMN15TNUfO11 /15•1•1 TO AVn Kr0 ulsiNiAMMWAMG ae" D67A adrer 1 . •.COD MIG MAW OM. N � 1A i PRODUCT RENEWED , ot- 't1y.e7 E VPMATtav DA too -- D2 - �Z¢:_wnrr� new. A ! M l TO _ R N L __ 1 DUI DIN C COM onianncawrMUna 'orate 510 • 0.0259" ♦ 5AOA !w0 10 O MAI rx OR 5. PA. PAS 5T5J4.114 9.5.• !705115!0 M rR/M5 au 1.000.3.0001NMION 0152AT1 MONA/ ON Or 1 . 4.000 DIMS 0 1c OC.MAY rx ON PA. 5105 r IRAMD 511.1. acre II MAt10n Or 1 a rOrrs•Mr. FrinlYtY ROBT. E. FISHEil WM. M. MEYERS, P.E. Consulting Engineers . 9301 N.E. eth Ave. C -900 Miami Shores. FL 33138 (906) 7584117 557.40ee as 30242112 BIN AMER1('" ppT lrOr a 4.0Wirrt. Mira tIO0 155555550015110" RW541505111100 FLA. 18725 STRUCTURAL Date: ""/"/ 510. 040 r 551"5 F O 005 C t}A. VAS f1:11 su MOW! JAW. 210 SUS 0.750• o.C. 2 KR 4512 CUR M Rl two. 17 KR rIOOXT Arr2OVK OR BY SCPAUAT) CNLUTATIO'6. 1. rellF045 MIA ION r OR 2 X 0 DU K L2. 0' -I s:x f 5 0 m l CLIP FABRICATION VAPCOW I16T41.1. A5 KR PROD CT A•WVAL OR BY 56•ARAre AMGtt CLY CA)2U2At1045. 2' r1112' •1421 Ir RIM pas in KR A15Le 141KR 20 12 NRL 14 2 1 Ir RIM 5MS 141 P ENO %VICOW INSTALL N PER ►RO01YT AM/40224.0R BY 5CPAMT2 CALOAATIOP8. 4aMlc.1.01.. 12YLM F --- 2.0' ---�i 2105125 • 0.750 0.C. 2 2t Mal CUP: 4KR !n0. rap IN5 AUA ION f R ONRY 3.J.1 0 ;0 ►••I� LA. 18 rS STRUCTURAL _Date: / _J /) /0, fi lA4 r, P15 MAM MIN MO00 5t1Ct 152 01112251 A' GI1 CU! r2r 210• 0.550 0.550 COIC4II! on. N2.C2ST SILL b PRODUCT RENEWED N 0.11 ACCEPTANCE No O 1 � (2l 5' E70'IRATION DATE 1 1.0U' Dr PROOUCT CONTROL DIVISION DUILDINO CODS COMNANCE OFFICE 'ROBT. E. Notic WM. M. MEYERS. PA Consulting Engineers 0.125' 8301 N.E. Oth Avo. C -30. Miami Shores. FL 33138 (305) 755.3117 557•'006 FR. tg +.1... • 1.1a 12122!2 10/174.•0 WmAVt 1167A4.1. A5 P22 •1110+21 2 52• 2..l 11.11.■7.1 111 UV: 310 UM 0.720' O.C. 2 KR 22022 Cur% 4 222 CPO. 1 or uin 7 IM IMSIR 21.110.7W 2 KR 21.0. RAIN/ AS Kt PROOJC7 2 no M 0. AP►2CMA2 OA 51 5EU RAT: WOOD 2020 CAR 52 CAKL•u1IO21. 1121.10V20 1021 )4 02. 4.1740120 TO 22..Jrn u.31• • I CUP IN5TAUATION fOR IX WOOD DUCK 104 237/112/.0 {:25 111 31 11 11..E 210.• 1r 1 2)... IISTALUTON i P4.3.0 ivy. As vST KR by 121M1 "' 0; 61 « TC V w IIOSAq nyTAL2 p AS P22 I 0.750 O.C. 2 204 APPAO+At OR BY *5611 Asa! Ruh 4 M CAROAATIOI6. 2110. • AMERICAN CUP 1115TAUATR - AI FOP Sir1: � Prw' r.l.,wr I trn.r!3.1r0 If 1.1UMI0'I ALL 3000 N.R. 125th Strccl. Miami Florida. 33107 (305) 601 -0045 ANCHORING DETAILS 1..616:w, A..J.n P42.021 CIP Mg00 51:2 Ilw'OfU51 ►n*lt CUP r 2r 2IV :IT 11 • 1l✓ 212:01 WHOM(I 1►1C.. 6.t4; IH %[% 14) P t APP At CC0KRO2 04 P424452 3131 IM' rA*xW COW :ROTC (PRO:ASr) 1 314• 0.1CQ7'CNT (((5 2 2I DANA (4) P22 00 )1000 IXY.'R CAM CIS RDAOVED 301 CLIPS OR. CUPS MAY 122 ATTA0)20 TO W NOW 2 310153' SELF rA2Rllr wen 401 latter C 400000 350.000 300.000 0- Z 370.000 250.000 200.000 1 50.000 100.000 50.000 I•X3.OMULL MAXIMUM DESIGN PRESSURES +/- 000.070 20.000 25.000 30=0 35.000 40.000 45.000 50.000 00.000 65.000 70.000 75.000 w I X 3.5 MULL MAXIMUM DESIGN PRESSURES +/- 250.000 200.000 150.000. 100.000 50.000 000.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 C0.000 65.000 70.000 75.000 twtywur 0wt. I. Get the rorh. ^•9•w' revue. Nap. Id 1■ th....sow..ttq..ne r •01re1 OloW be del.. on 0..44. 4 Or.. 2. Get w o...... sonde. %W4. rd here d 0..e.eow. 10 5. weed toq tIw. 3. 4.sad en v. te.4 4FFte.t.s• on sheet I.e.te.... W. 4, 0eterew. N. owner.. gyn t..0.M 141...4 on etw lawn at th. ...d. 5. a.t..e.. 140. r..ee.n e1Wog,. w nee.. web. ...weer to .town Fern.s.M• A.ay, r.a+vo et the n e. C. tM ..a.twq eery. Frew. hint by wed b et treater thn taw eery.... re..r. Wt. The 4x•9• 9.1.11 MPo1 t0 the ■.e roam end Alecs mot ',orgy to 11. ww.,ew. 45. endow ..wet Met e. •M•••4 r....e t...Al a' ..rare r.on .:t anew • 4 w Mull L - 49.000 r+ C2.0t77 �• 73.000• -tt- 75.00.7 Mull L -- 49.007 - .. - • 02.000• -.4 -. 73.007 !n 440 4.. weal. 2S • 4Y..a.e .Al. by wit .e1....yr e ewer pew* ol +50.67 .66.00. M/ gin . 45•. Maw.. wew ilmBer E2f,+ ...soo Consulting Engineers 9301 N.E. 8th Ave. C -301.. a.r t al.w. Miami Shores, FL 33138 1051 750-011 57.4410 4.. 40241252 STRUCTURAL Date: /y/ / 250.000 0 z 300.000 200.000 150.000 100.000 50000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 C0.000 C100 70.000 75.000 u 300.000 250.000 tn 9 .200.000 1 50.000 350.000 100.000 50.000 1 X 4.0 MULL MAXIMUM DESIGN PRESSURES +/- !{1 I X 4.5 MULL MAXIMUM DESIGN PRESSURES +/- 000.000 20.000 25.000 30.000 35.000 40.000 45.000 50400 60.000 65.000 70.000 75.000 w Mull L -4- 62.000• -.- 73.007 ..4-- 75.000' - 62.000' -.-- 73.000. -1.- 75.007 B I N N I N GS 3000 N.W. 1 25th Street AMERICAN Mum,. Mauls ,e.e..ew. 4.w ..A.• *new Gear 7.40.5 jlIl • Reg..... i / - r. s.u. � 1y 10/01 .Tam... 1 X MULL PERFORMANCE CHARTS - • i Jamb Detail Typical Double / Triple Detail r Itrxr :.12,1Mt. ALUM. ANGtt (2) MIND 010 NOW F TMfNG9t 1 121 rat cur M rOt00 014 2 1 I!? RIM %coo 9Ut2W 121 rrA Cur (4) R1t p0 Jamb Detail Typical Stack Detail ROBT. E. FISHER WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 6th Ave. C -300 Miami Shores, FL 33138 405) 7583117 5574008 fa 3626287 FLA. 1875 STRUCTURAL ORAAs 1 x 4 IMPACT MULLION DETAILS 4 00 4 0 018 I/1074 1011'1180 General Notes; ; 1. Test b0ert WAWA Alt 0724181417 2. ttr...14•ed• ICC 7O . 1.494w44 4A0wI 1109nP • 4. 1411...0. Nor. Mssw+r 442144 5. fss.l.rses.. ee4lst n4•w.srr Me e1V.0 PA.1.2.1 a tMl .L2 2 C. norlr TI.A rye ar rame tos erg PRODUCT RENEW LSD AcarrANK H /14 - 121 4 4 9 1 . nottATtoNN oRr6 1mr l tool 8, BURDEN° COD[ ® lil 1� c AMERICAN w..■•••.... •■■•••■18.. e... P A-4A 1 rA*.CCT.0 r • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601NW12Ave. Pompano Beach, FL 33069 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 "230"Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 - 77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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. 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 NO " ' 1 < < 'd4 the user by the manufacturer or its distributors of the Building Official. and shall be available for inspection at th The submitted documentation was revie MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1016.09 zpiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. '02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. 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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. .Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 06 /26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. E -1 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. OTHER 1. Letter from Pistorino & Alain Consulting Engineers, Inc. E -2 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 SURFACE APPUED FALSE MUNTINS MAY BE USED 1 33 3/e' 0.L OPC. 37 S /0' SIDEUTE WIDTH 1 25 1/2' 0.L OPO. 34 1/2" PANEL WIDTH 148' FRAME WIDTH II DOOR FRAME WIDTH ( OXXO ) 25 1/2' D.L OPG. 34 1/2' PANEL WIDTH HEAD/SILL I --I 5' MAX. HEAD/SILL CORNERS 1 TYPICAL Fl FVATION TESTED UNITS SERIES -230 ALUM OUT — SWING DOOR 1►/ SIDELITES DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PROOUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WINO LOADS AS PER ASCE 7 USINO CORRESPONDING LOADS. W000 BUCKS BY OTHERS, IAUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SEAS USTED, 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 SURFACE APPUED FALSE MUNTINS MAY BE USED 0 0 2e 5 /e^ D.L OPG. 34 1/2' PANEL WIDTH FRAMS' W IDTH e' 13' MAX. HEAD I 1 1 ( XX ) r r STA IATOIJ FAR000 FLA. PE 1 16557 2002 mQ 2a 5 /e' D.L. OPC. 34 1/2' PANEL WIDTH S' MAX. HEAD /S14. CORNERS / i r li t . o O V (n Oe i O ms EgAet 1 drawing no. W02 -77 shoot 1 of 6 / , •\ �I y I ` II 11 II II II II 11 II II I, 11 11 li 11 II nC � \\ a VI ,1 a 11 I, 11 u u ' 1 II n u II II II ii 1MI .t /C 16 IHM114 3M21.1 9d0 70 L 71 / \ / %x= / _= r5�---' \ / ; ;1 / 1 11 / 1 /II al ii /N =___ % // rte 11 \ J r R. ■ 11 \ \, \ I i i i \ it\ �_ N \ % / A� �___=' � / 1/ /I / II / 11 1 SURFACE APPUED FALSE MUNTINS MAY BE USED 1 33 3/e' 0.L OPC. 37 S /0' SIDEUTE WIDTH 1 25 1/2' 0.L OPO. 34 1/2" PANEL WIDTH 148' FRAME WIDTH II DOOR FRAME WIDTH ( OXXO ) 25 1/2' D.L OPG. 34 1/2' PANEL WIDTH HEAD/SILL I --I 5' MAX. HEAD/SILL CORNERS 1 TYPICAL Fl FVATION TESTED UNITS SERIES -230 ALUM OUT — SWING DOOR 1►/ SIDELITES DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PROOUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WINO LOADS AS PER ASCE 7 USINO CORRESPONDING LOADS. W000 BUCKS BY OTHERS, IAUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SEAS USTED, 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 SURFACE APPUED FALSE MUNTINS MAY BE USED 0 0 2e 5 /e^ D.L OPG. 34 1/2' PANEL WIDTH FRAMS' W IDTH e' 13' MAX. HEAD I 1 1 ( XX ) r r STA IATOIJ FAR000 FLA. PE 1 16557 2002 mQ 2a 5 /e' D.L. OPC. 34 1/2' PANEL WIDTH S' MAX. HEAD /S14. CORNERS / i r li t . o O V (n Oe i O ms EgAet 1 drawing no. W02 -77 shoot 1 of 6 SOEUTE - DESIGN LOAD CAPAGTY - PSF PANEL DIMENSIONS GUM TYPE 'A' WIDTH HEIGHT EXT. (+) INT. ( -) 3' -0' 7-0' 65.0 65.0 3' -1 5/6' 7-0 65.0 65.0 3' -0' 6' -0' 65.0 65.0 3' -1 s /6' 6' -0 • 60.0 60.6 37 7/16' 75 3/4' MAT _i .i► i / ; \ (x) 71 5/5' MAX. 114 1/16' MAX. 1_ I (oxo) 106 15/16' MAX. 146' MAX. (xx0) (oxxo) (oxx) APPROVED CONFIGURAT)ONS 114 1/16' MAX. r ine \ % L (X OX) DOORS WITH scams SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOWER VALUE OF SIDE==TE OR DOOR 3/ ANNEALED GLASS 060 SAFIDI 040 XEEPSAFE MAXIMUM PVB 0/wry' 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELTTE 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS SILICONE TREMGLAZE 500 SIUCONE TREMOLAZE 500 TREMCO TREMCO 4 3/16' ANNEALED GLASS .060 SAFLEX 111C Pv8 INTERLAYER 3/16' ANNEALED GLASS SILICONE TREMGLAZE 500 MOULDING TREMCO g OPTIONAL 0.440' OVERALL LAM. GLASS GLASS TYPE 'C' 3/ ANNEALED GLASS 061 SAE -GLAS POLYCNIBONATE LAMINATE 0.455' OVERALL LAM. GLASS GLASS . 'YPE '8' 0.460 OVERALL LAM. GLASS GLASS TYPE 'D' DOORS WTT110UT NAM - DESIGN LOAD CAPACflY - PSF NOMINAL DOOR DIMENSIONS MASS TYPE '6' MASS TYPE 'C' GLASS TYPE 'D' MASS TYPE '6' MASS TYPE 'C' OLASS TYPE '0' X XX EX'T. (+) INT. ( -) EXT. ( +) PIT. (-) OCT. ( +) INT. (-) EXT. ( +) M. (-) EXT. ( +) INT. (-) EXT. ( +) M. (-) 3' -1 7/16' X 6' -6' 6' -0' X 6' -6' 53.3 60.0 53.3 60.0 53.3 65.0 60.0 60.0 60.0 60.0 65.0 65.0 3' -1 7/16• X 7' -0' 6' -0' X 7 -0' 53.3 60.0 X X 53.3 65.0 60.0 60.0 % X 65.0 65.0 3' -1 7/16• X 5' -0' 6' -0' X 5' -0' 53.3 60.0 X X 53.3 65.0 80.0 60.0 X. X 65.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 1X ADD -ON SILL RISER OR FOR OPNGS. WHERE WATER INFlLTRAT1014 REOUIREMENTS ARE NOT APPUCABLE. 37 7/16' 75 3/4' MAT _i .i► i / ; \ (x) 71 5/5' MAX. 114 1/16' MAX. 1_ I (oxo) 106 15/16' MAX. 146' MAX. (xx0) (oxxo) (oxx) APPROVED CONFIGURAT)ONS 114 1/16' MAX. r ine \ % L (X OX) DOORS WITH scams SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOWER VALUE OF SIDE==TE OR DOOR 3/ ANNEALED GLASS 060 SAFIDI 040 XEEPSAFE MAXIMUM PVB 0/wry' 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELTTE 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS SILICONE TREMGLAZE 500 SIUCONE TREMOLAZE 500 TREMCO TREMCO 4 3/16' ANNEALED GLASS .060 SAFLEX 111C Pv8 INTERLAYER 3/16' ANNEALED GLASS SILICONE TREMGLAZE 500 MOULDING TREMCO g OPTIONAL 0.440' OVERALL LAM. GLASS GLASS TYPE 'C' 3/ ANNEALED GLASS 061 SAE -GLAS POLYCNIBONATE LAMINATE 0.455' OVERALL LAM. GLASS GLASS . 'YPE '8' 0.460 OVERALL LAM. GLASS GLASS TYPE 'D' TYPICAL ANCHORS SEE ELEV. FOR SPACING I *000 BUCK 1 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/6' x 3/6' WEEPS I/2' FROM SILL ENOS O 0 1BY *000 BUCK 1/2° MIN. REISH BOLT PENETRATION /6 SINS AT 12' O.C. • \ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOO. FOR GN LOADS ABOVE 65.0 PSF 1/2' MN. F�T REOD. FOR NEH ETRATION ABOVE +53 PEN PSF o /I 0 - ' = , . RE FOR n A 0 E 65.0 PSF W000 BUCKS NOT BY TM WINDOWS, MUST SUSTAIN VOIDS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONAL HI —RISE SILL 4i ^l' AUCTLFCS (f" Et. .R ALUM. 1!6' NN. T46;K) STEEL : Fy • 36 KSI M.N. AWMNUU 6063 —T5 MIN. /14 SMS OR 1/4' OIL SELF DRILLING SCREWS TYPICAL ANCHORS: Su ELEV. FOR SPACING ,1/4' CIA TAPCONS INTO WOOD BUCKS OR W000 STRUCTURES 1 -3/4' MIN. PENETRATION INTO W000 THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 3/16• SF1 F omI I INC srg6Trs tnRl11 F1 sX OR iYW BV.I INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /B' MIN. THICK.) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -75 MIN. SEALANTS FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON ANO JAMBS SEALED WITH SILICONE HINGES; 7 - /B' LONG ALUM BUTT HINGES. AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 46' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 39 -1 /2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP t BOTTOM OF ACTIVE AND itvcrtiE LEAFS TO BE ENGAGED DURING PERCOS OF IIIIRRRYNE WARNING) ne• MINA N FLA PEE % 16557 'ICAL AN ' SEE ELL.. FOR SP % '. u: c.. PR 5 PI 1 drawing no. W02 -77 sheet of 6 II/16' I/4' MIX. SHIM SPACE ACTIVE LEAF Enyr. OR. HUMAYOUN fAR000 F 6 LA. PE 16557 2 drawing no. W02 -77 TYPICAL ANCHORS SEE ELEV. FOR SPACING 26Y r W0000 BUCK 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM O J I IN. II •�, . • 1142111111 1i FRAME MOTH O c00. FOR 30 DESIGN LOADS ABOVE 65.0 PSF RE00. FOR ESTGN LOADS 65.0 PSF OR LESS LEAF RFINFORCING FOR LOADS ABOVE 65.0 PSF EXTERIOR FRAME WIDTH RE00. FOR LOADS 65.0 PSF OR LESS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING #14 x 1 -1/4• SUS AT 15 0.C. MAX. TYPICAL ANCHORS 2 PER CUP U a 0 0 V shoot 4of 8 3.000 1-2.125 -9 - 1.SOO -1 .035 1843 DOOR JAMB /SIOEUTE FRAME Ow 38572 1.012 -1 L137 r LI I J I 1,595 .623 .640 .G06, 6 � 3.000 FRAME SILL GAY- 28615 1.374 .375 WEATHER - STRIP ADAPTER G W - 31826 DECORATIVE MOULDING CVO - 36737 y 1 213 400 } FRAME HEAD TM -038 .045 - GLASS STOP Gw -31956 .415 1- ••,429 -3J75 3.000 3.500 MUWON TM -054 L -1.750 ---I DOOR TOP & BOTTOM RAIL TM 081 062 3,000 1.750 I- .750 I+- 3.186 DOOR HINGE STILE GW -36935 h-- 4.000 ---1 DOOR LEAF STILE OW 36048 3.790 C - y 1.033 = C 250 1554 ) L _ 1- L840 -1 ASTRAGAL REINFORCEMENT TM -075 1.594 -1 1.334 1400 FLUSH BOLT GUIDE CW -27646 L .125 Gw 37888 CENTER HINGE 091 37889 -6 OUTER HINGE HINGE P 1681 HINGE ASSEMBLY 0.310 0.572 L .7T 1.000 �I l I I L's --- - @.895 --I HINGE REINFORCEMENT TM -052A REM 4 PART 0 R1 sT1TY D63C6511 ,5 94 -038 2 CW 26615 2A OW 37319 3 0R 36572 20 2 4 OW 36046 5 OR 38635 111 -061 7 0W 31826 8 OW 371369A 9 018 33986 10 CYO 32222 11 12 13 0W37056 14 6W37056 15 19 4037 17 CW 27846 16 19 22 SERIES 400 23 SERIES 600 24 25 26 27 26 29 30 T1 -0520 31 TM -OSHA 33 34 TM -054 35 OW 31656 36 37 OW 36737 2 1 4 2/HINGE ASSY. 1/HNGE ASSY. 2 2/ LEAF 2ALAF AS RE00. AS REOD. AS RE0 AS RE00. 2 /LEAF 2/1111100 ASSY. 38 AS RE00. 2/11NGE ASSY. 2 4 OPTIONAL FUME HEAD FRAME SILL KT. FRAME SILL F AAE PAM 6063 -15 - PANEL L00< 511.E 6063 -55 PANEL HNGE STILE PANEL TOP /BOTTOM RAIL WEATIERSTRP ADAPTER TM OUTER BUTT HINGE TM CENTER BUTT HENCE DOOR LOCK INSERT 3/4 8 1 1/4 8 3/4 It 1/8' TIN. CAP TM FLUSH BOLT ASSEMBLY HEAD REINFORCING BAR, t LONG SRJ. REINFORCNC BAIL. 12' L0110 • ULTRAFAB' CENTERFIN WOOIPILE FLUS/180LT WIDE 7/32'0 HINGE PIN 010 x 1/2' F.H. UNDERCUT SMS. 1/2'0 THREADED R00. WASHER & NUT KM61525 10108LOCK KWIKSET 006080LT N910E BUSHING DUST PLUG (OPTIONAL) 1t0 x 1' P.H. SAS. (ASSY. SCREW) 11846E CAP SILL ADAPTER (I X 1' X 1/16' TUBE) 14010E REINFORCEMENT AS/RACAL REINFORCEMENT MULLION LASS STOP ea 41 2 7/8 1 /8' CUP 0.C. DECORATIVE MOULDING •'A' - UAL N.t.• 'SUP P. oR: R 'CC 1 -IS . 0063 -a - 6063 -15 - 6083 -75 6063 -75 6063 -15 6063 -16 6063 -T6 6083 -Ts ALUMINUM ALUMINUM 6063 -T5 6063 -T5 WOOL 6063 -T5 STEEL STEEL STEEL PLASTIC PLASTIC STEEL PIASnc ALUM 6105 -T6 6063 -55 6063 -55 6063 -T5 ALUM. 6063 -T5 END OF DOOR STILES (TOP /60150 4) DOOR PANEL/FRAME HINGE SIDE DOOR PANEL/FRAME HINGE 510E LOCK STILE 3' LONG DOOR LOCK 511105 AT I10 SPAN AT 11I0 SPAN LOCK 5711ES, JAMBS. HEAD. SILL Ldcx 5111.05 ENOS (TOP /BOTTOM) AT EACH HINGE ASSEMBLY AT FLUSH BOLTS TOP /BOTTOM END RAILS ACTIVE LEAF ACTIVE LEAF I4NGE ASSEMBLY DOOR JAMB 615101. SCREW 1101.05 DOOR FAME MEMBERS /LULL CUPS HINGE ASSEMBLY 92 -I/r LONG DOOR LOCK STILES B ETWEEN 000R/SIOE UTE JAMBS SIDE .112 CLA2146 PERIMETER TOP & BOTTOM OF MULL DOOR PANEL PERIMETER 7 400 400 .463 2.042 1.i r 427 .509 a6o 1-•� 2.042 �1 SLLL REINFORCING BAR CW -37056 423 , ____ V^- 3.000 --M 640 1.157 1-• ALT. FRAME SILL GW - 37319 2.500 Inv OR. 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NELSON WHYTE IGOR B POLEVI AR CH I T EC T MIAMI FLORIDA BY FILE . \V -- 10 1 • ht ill ; M tF - - - s- (1 r; , <<c.. 1 Caret p 1 DRAWN BY J C APPROVED :ISSUED T Tj S1 rl r) f t T[ Ij ,., r { ' ...A1f. G -vtt'S — G� lrr1 T _ rc;:-..:::1::1;:l' � T . _- —_ R.- Vr~W T -- -- i , r r s ' .71. r. t 1 r -, ......T ri 1 .-r T f :7 r " - 1 t l ' - J i ' T r -r , i - 1 T-Y i l t Y' t r I T-1 . . er,; ' i i � i " 1 t l, - � '' i ' T � fFE� - t L t . � 1 1,1_1 1 -.t ��-- 4 _..._� -t .� . l.► L.i..:.:.1 i L :- . " _1411.:::_ i t i . a : ! ' 41_ ax i : l a- 1 .. ' ' . iil ii { (?I # C.!6AV Fdpc7N �' B E O R 0 0 M A D 0 I` T I 0 N - SOUTH ELEVATION SCALE - `- t'VCCQ w % rep ct fit 11 t uG LE. TI1.e. Kam f- 1r I TC A ", tQ t� 1 ±CYd F u tal ��J "- qb 1,T I_ 0 N FQUNOM I QN ANO PLUh' 3 I NG _PLAN " *" ac}. FT, SCALE -'ccv c.F v l;, rrc.d g cor4V• goo, . c.ON!; 5I_Ab 6;�4 �t KL Mi.s1i' e ..< 4-41 FOUNDATION PLAN SCALE - 4 = 1 FT. STORAGE ROOM- _SOUTHELEV. SCALE - - : V' = 1 FT. t I .. (`;.)T. t; i t 5P. r l; t r t+ A1041 - 1 � 3 -.. r � {1� Ti � 1 i".:f�t . yT lifiTL t 1 _ ,_ l`:ir T f 1,Cs 11 I 1 l t(. ' P °' ,tJ7rnfl tuuIJI1i1 L : lti 11.'i Sw4kF, t�Y osyt'l T- DcQQ:4 N><1GNLf ioe, • {tt.YI N' - SCALE 4 ".= 1 FT. �tS • 1•T I 0 N - - NORTH ELEVATION 1 = 1 FOOT v f �IWSTALL 4"AT crri v.4 INUOh/ 3 - Tt DIAGRAMMATIC PLUMB LAYOUT, NO SCALE DATE • REVISION ELEVATIONS; FRAMING & PLUMBING PLANS ALTERATIONS & ADDITION TO RESIDENCE OF Mile AND . � MRa._.. NELSON WNYTE ni a� .SIMRFS FI QR i nA IGOR 13. POLEVITZKY A R C M I T E G T MIAMI FLORIDA. 12 "OP BY RILE \V - IQ SHEET a OF .5' DRAWN BY SSB APPROVED ISSUE° 711 v l 3 2. ri w o : rt 1 Q SrEOIYICATIoNa OF MATERIALS AND, WORKMANSHIP 1S7:.Ak 0t Th ERaIORITIQf1 OP' " AWi ADDITIOK, TO R SZDENCE OF MR. AND MRS. NELSON HYTS, ZI SH ' A, G1i1V2�R CONDITIONS 1 net ctio o dins" Standard Form of the Arserican Institute ef e "General Carldition of the Contract for the Co ru 11 8 Architeoto Fifth Edition, is made a part of these speeitioatiOnd and shall he binding on contractors engaged in this stork. A• Bids: Office. c t at O i o theses e" e "r Condition(' examined in the x itea f it •. y copy � � n al o be �? 3UPPLEVENTARY GENERAL CONUITioNS s The Owner reserves the right to reject any or all bids. Cleanings 01. Remove ru - fish and debris daily. 02. Leave job clean upon completion of work, including 15911* shing of waxed woodwork, floors, hardware, fixtures and _ �. d removal of s taine ,� dust" dirt and .. aint, s p 03, ' Remove all teraporary construction. Drawings& (Supersedes Article of the. General Condition 01, The Architect willfurnish the following prints without coats Contract drawings and srpeoi fications s tt sets to " Owner 10 " - • «." . Contractor Detail drawings t 1 sets to Contractor 02, Additional, copies of ail:' drawings will be furnished as required at cost of reproduction. 0 - , Errors and OriieSioris t y Notify Arcl i.teet before proceeding frith work. 1 xaraination 'o$ Sites By ail, interested contractors prior to submission of proposals. 1`• , Grades, Lines end Levelst 01. Lot 'lines and restrictions: By Owner, 02. Datums • Ry Architect -.,:" 03. Survey' By Chmer•' Materials* Shall be near of quality specified; delivered in a�n le' quantity to prevent ♦ q y p q Y 1? tut ,one require prior approval of Architect;` Manufacturers' Directions: For application$, "installation, and methods shall be followed and are herewith made a Put 'of .this specification. Permits Article 11 of General Conditions is amended, as Pollowst' The General Contractor shall secure and pay for building permit and other lawful fees. The General Contractor shall secure certificates. of inspection and occupancy from authorities having jurisdiction and deliver them to the Architect upon completion of the work. forkmanships By skilled riechanics, under supervision of a competent foreman acceptable to the Architect and in accordance with best trade practice. Include in the contrast sum the following amounts' for cash allowances*. Hardware • •'... •• .+... 575.00 rcedtoii.ne' Cabinet ...et 20.00 131ectrie Fixtures ism 50.00 Maas shower door .,.,. 75.00 SCOPE OF THE WORK: Alteration of:Exieting Work: Lain Entrance: ,Kitcheni 01. Remove broom and storage closets, Install new partition.' Re- plaster where required. 02, Raise floor to level indicated, 03. Install new linol_eurs floor in entire kitchen. Olt. Install new entry door at new floor level. 05 Electrical works Install lighting fixture as shown. Maid' booms 01, Remove existing steel sash. Insta11 Gate City Awning type sash. 02. Install asphalt tile floor. p3, Inatail acoustic tile coiling. Ott. Sheatlewalls with "Weldtext' striated plywood. 05 Re.-locate door. 06. Electrical work* Re- locate distribution panel. Provide new 30 amp. switch, A-1. )(aid's Room Entry: 01. Install new linoleum floor at higher level. 02. Provide steps, and door to garage. ,Dining Room: . A - 01, Remove partitions as indicated. Repair plaster and flooring where damaged to match existin 02. Install 3 high 4" adobe brick facing and planting bin as indicated on drawings. A-6, Recreation Porch t in.. Remove existing steel sash and replace with wood jalousies• 02. Install rube :er tile flooring over existing floor. 03. Install acoustic tile ceiling. 04$ Remove existing closet. 05. Sheathe walls with '9reidtexu. striated plywood. 06." Refinish existing shelves on west wall, Living Rooms 01,', Remove existing atee1 sash and pier, 02. Inetall 3" aupporting pipe column, fixed plate glass and glees jalousies as indicated on drawings. A-8. ' Bed Room #1t 01. ' Rerxive existing steel sash and replace by Gate City Awning type sash. 02, Klock up east wall window opening. • 03. -Remove partitions and re- locate doors as indicated, 014. Electrical, Work: Re- locate wall. outlet and provide light switch. 05. . Install new clothes closet.lt. A.. Ole` Extend tile stoop, <.'02. ' Provide new entrance door. 03. I/a- locate existing screen door: 04. Electrical work: Re- locate light fixture and buzzer. 05. Straighten imitation'atone walk to conform. 06• Block up existing door opening to sill height and install screened window to match existing windows. A -9. Exterior Mork: 01 • " Remove existing garden wall at southeast corner of existing building. NET' WORK' 01 New Bedroom wing. 02. New storage room. EXCAVATION AND PR,EPARTION OF THE SITE: A. Excavate to levels shown for conorete footings. U. Fill and backfill to final, finish grades. . C. " site and protect trees and shrubbery to remain. D. ,Plumbing and electrical sub- contractors excavate and backfill as required for their work. E. 13race and shore as conditions require. F. Fill for slabs Wherever eoncrete slabs are shown on the drawings occurring on ground floor and resting on fill, the fill for these slabs shall be prepared, as follows: Using loose earth and tamping and wetting thin layers of this earth, bring the fill to Within 2" of the bottom of the rough slab. Over this fin spread loose, clean, salt -free sand, wet and tamp this sand so that the resulting bed is absolutely level, and exactly at the elevation of the cotton of the slab as shown on drawings• Cover the entire area with one layer of 15 lb. roofing felt, lapped 11 0 . Place steel securely with black annealed steel wire, and block it wp with clean cement brick or other approved supports. Notify the Architect to inspect this work before the Concrete Contractor begins to pour concrete. CONCRETE AND MASONRY: A. Work Xncludeds 01 . Reinforced concrete footings, beams and slabs. 02 :Concrete block walls. 03. Cement steps and floor. 01. Adobe ?rick planting bin. Materials t 01. Concrete 13leck ,C. Methods and Workmanship: 01 • Concrete* • dqra,y of the work. Substi - finish. AST Specification C -90, cured 28 days, 3 core, a x 8 x 16 inch blocks., Special blocks for jambs, corners, piers. etc. . 02. Portland Cement ASTM Specification C-150-414 for Type 1 cement. 03. Sand Clean, coarse, washed, free from clay, loam or chemical salt. 04, Rock Crushed stone or gravel, well graded, clean, free from shale or other soft materials. 05. Water -- City water, 06. Lime _; A3TM Specification C-6. 07. Wire Mesh ATM Specification A-82 08, Reinforcing Steel. - Intermediate grade deformed bars rolled from new billet steel. ASTM Specification A-15, * 09, Stu aped. Brick -- As 'manufactured by Adobe Brick Co. or Duman Brick Co. Storing :' •. In a Weather -tight building. Hardened or partially set cement s hall be removed from the site and not used, • Storing Aggregate _ Stock pile fine and coarse. aggregate separately and in such a manner as to prevent inclusion of dirt, and foreign materials in the concrete, , For Shall conform to the shape, size and dimensions of the ambers shown, on, the plans. They shall be properly ,braced and tied to maintain shape" and 'size and insure safety. 'They shall be tight to prevent leakage of Mortar. For shall: be wetted thoroughly before concrete is poured and shall not be stripped in lees than .four days after pouring. $ - . 4 )ethodaa and orkrnanahil (Coat''d) t .. "Concic'ete "(conttld) fieinfOicement . $1141 be" 4e* ..;0141 and ritst 0,11‘.0: O'Onfe,rmt 44flenaiOn 'Water Cerent Ratiol - The: propOrtioninit Or. Materials' shall be based, Cr* the requirements ag Plastia and WOrkable ' l oni o f mater per. sack of cement including sit ac* water In the aggre gat4 w . slump shall not exceedn when *vibration equipnsnb. is used and in na `ca$e',shal ' it exceed 6". t a v a 'ro d ri s' ar i {� � o.� e. c �.� F Leaf � all. mate . I . n d�?� �' p. or n 1 's -th ane4. to e of .ss u �. .Anchors e?cent, ? ner ltortar 6. CARPENT'RXt' A. Work 'Included' MILLWORK: ? iXi antral or Transit4 fixed Concrete -. Shall conform to tie$ *edification* of be o g. 2500 Pei. at 28 day8�, Pla0 ng Construction P £L Materialas 03. Materials' A, Work Tncludedr 01. Exterior "wood doors and frames as , scheduled. 02.. Interior wood doors - and frames as scheduled. 03. Stock base' and trim, 014. Windows, stools and screens, including wood and glass 05• Typica.1 closet and storage room shelves, hanging rods 06. Wood jalousie windows. . 07 • Striated plywood walls in Recreation Porch and Maid's 01., aypsux1 02, Metal lath 03 . Hardware Cloth' 014. " Portland Cemnt; 05. Keene's Cement 06. Sand 07•. Water 08, Plaster 01. Alterations: 02. New Work: a. Oak -- redxoom addition except Fathroom. Materials: a. Linoleum .. Kitchen' and Midis Room entry. h. Asphalt tile - Maid's Room. 0. Rub- er tile .. Recreation Porch. 01• Linoleum 02. Asphalt tile 03. Rubber Lilo 011. Oak 11. ACOUSTIC TILE* A., York Included* Materials: C. Methods and no - ,Notily architect When steel is: ini plate and prior to pourtn as N pouring: shal3 don without direct` supervision or express ap'rova.1 of they rc . 4 teot «. Joints and Stoppages - Only were shown oh the drawix s or appraved the: A rchiteot, Curie -'Protect a wed o - r .. � . curfac from p emature c{rying and • keep p *et �or five�`�iaysr � etchi i a- Defective concrete or concrete out of alignment shalt be cone . Reid , " AS + r s not conto�nt , .. t a n t ract _ns • , to .the " tent of:: these' specifications anti shalk,beF,x�eraoY , , tl� C�? o . .e replaced. � ]? and laced u nlee3 the A " hitect a roves 'patching the 'area', ' This patching to 'tom done . in accordance with the Architect's direcitionS. ,* . :• set strap , and boat anchor3' ae required. Build pla ers i es,. and b .oc• required to Secure the work or`- ether t - .. Steel trowelled finish. • W ork shall be plumbs true and aocuratq to diraens#,ons oh running bond and intersections bonded - or'keyed ` 1th , ?era .l t , eS For concrete blocks Cement lime r ortar - `1r1t For adobe. bricks Cement }.ime ie�o tar 1:116.: 01. Forms* centering, bracing for concrete work. . ; 02.. )u ring of walla, 43.. k'raraing for work of all trades. 04.E Nailing strips, grounds and blocking. 054 Wood bucks for doors, windows, panels, etc. 06. Rough and builders' hardware including nails,, bolts, nuts, anchors," srews, of r. ae required and not speoif i a fly celled d for under othe r dividiona. � . al le 01. " Stud partitions, roof and floor joists • . 1oa. Installation of millwork. 09. Set finish hardware and medicine cabinets. 10. Closet shelving, 11 • Plywood sub - floor for linoleum. B• Materials: f 01,E Framing and rotes carpentry lumbert No. 02. Furring' No. 2 common - Red Cypress, ta 03. Treated Lueri Furring strips, plate chromated zinc chloride speeification • 011 • lie" thick fir plywood sub- floor, U.S. Plywood Corp. or equal. Methods and Tlorkraaxrship t 01. Carpentry work; shall be done by skilled carpenters, belonging to the lac�ai. Carpent4rst Union ;`,under the superintendence of a foreraan acceptable to the Architect. 02. Finish carpentry shall be done in a neat and workmanlike manner, true, plumb and accurate, Roora. Ol i Interior door frames - 25/32'' with 1/2" x 1 --5/8" planted stops, jalousies where i�ndic and shoe r acks ` 02. 4xterior door:fxames .- 1-3/10 " with rabbeted stop. 03. Doors Stack .good doors shall be Payne Cots Rezo` or a "proved equal • . 0t{ , GlGlass jalousies `ae nufaetured by Protectu Jalousie Co. 05. jalousies as manufactured by Protectu Jalousie Co. O6•r Windows" w Crate City Awning type complete with 1a flesh copper bronze 07`.: Wood. trill white e pine or cypress. . 0$. Shelving -, if]. ° common yellow pine 7 /at' thick. 09. ` Striated` Plywood - Weltex .P.. ; Methods and Workr ship: 2 common LLYP or Douglas >r r'f bucks, floor joists and roof fascia shall_ Ve presaurel treated" Wtth in accordance with the Araarican WYood Association standard 01. ` Exterior. wood Work printed before erection„ 02. Assembly:, and ,joinery Assemble at mill. *here pr Joints. shall be mitred, morticed and tenoned + or glued in accordance with best trade practices.. F cpCoed nails coi uit e }•sunk, LATHING, i tASTERII4G Ai STUCCO t A. Work- Inoludedt Own' Stucco exterior walls above grade and patching. , 026 " Waist, sWaist, partitions and ceilings - plaster on gypsum lath. Plaster to have Smooth, sand float irs n addition match existing texture in alteration work. Keene* s cement 'plaster in Bath Room. . 3/ &" x 16" x 118'+ Gold Bond Gypsum Lath • .� Caivanized expanded 'metal lath weighing' not 1esS than 3 • No. 18 ga• 1/2", mesh wire fabric. ASTM Specification C-90. -.Best Bros.. Cement Cots "Re ar". - USG or equal cement plaster lire and guaging plaeter, as indicated 'pl„•oduce the, types and finishes herein specified. Shall conform with ASTlit SPeci.fication C' inserts', 09. Itydrateci_Lize Methods and TiOrkmarts4ps , 01. Gypsum lath Shal.l. be used throughout. 02. Reinforce oornera and intersections with natal lath or Clinton oloth etripS. 03,, Grounds*. 3/8 gypsum lath 3/4" grouridS.. Oh. StucCOt Ona Cer*nt, 3 parts - sand, plus enongh hydrated lime_ to Make workablernix.' Appliecii,n two - cc ,,ars on dampened wane.- lied straight and true in every direction, Piatich tO match exie,t,ing 'work - 06. Sand-line finish: One part hydrated lime 'to three parts sand '5y weight, laid on in two deats and floated to a true plane surface. = 07. Patchingi Patch any work damaged during construction arid leaVe the job in a oomplete and finiehed Condition TILEg 01. Tile ,.., a Glazed tile baSe floor and wainscot in Bathroom. o quarry tile entry stepS. 01. Glazed tilet Standard quality, 4 x 4 tiled, colors seleoted. Furnish cove base 141112106e gap arid other ; ..trim tile as required for a proper installation. 1 combination soap and grab 1. paper holder 1 ',rush and tumbler holder 1. soap dish 03, Quarry Tile: To match existing tile at entry: 014. Masonry mortars and other materials - as specified under Conorete and, Masonry. Methods and WorkManshipt 01.. Basic Specifications: The following basi'e specifications are hereby ma,de a part or this insofar as applicable. For Tile Work - K-.300 of the National Tile Manufactu,rers Association. 03, Work shall bz. done in accordance with approved 'Shop drawings or Architect's details. 10. FINISH FLOORINGt A. Work Included: 9 as manufactured by the Hood Rubber CO Watertom, tiass. or equal, • 9 rub er tile as manufa.ctured by the H Co. or equal. - Select oak (red) block flooring. Methods and Workmanshipg 01. Manufacturers' dir.ections shal.1 be followed for installineof floor materials and be done by competent workmen. 02. Floor shali be cleaned and left free from any defects a material or WorktaanshiVr t. aka a kterior typreaS interior Fir. Aqouatie ceilino in Maid's Room and Recreation Perch. 12 x 24' X 1/2" Acoustic-Celotex tile as manufactured by the Colotex Corporation. kmanshipt Manufacturers" directions shall be followed in Installat,ion of ceiling raaterial4 and shall be done by competent wor)tmant, free of defects of mat,erial or workmans p. n •. IA FA eet- s4 .. SB. 12 �Iz -�t47 $ go1FIG m4,, 3 0r i TEiu Witt SBORZ3 ,f ork ?end .ud4: 4 liaterial a t 0 . folishec p .atet Sly 02 . Clear windo* ass 03. r ,Fitt' ` Method 4nd YI 41 Co- -operation i ea)cego Measurenents : :610414' y . • A.. "oxk Tnoludedj 01„ Exterior etucc¢ 0' i Kxteriok .if9°41work • 03. . Interior - pl.as ter= s a. Alterations -� 3. coat prime over patched- piaster,, 1 ` coat approved wail paint on a1i _ally and :ceilings of Kitchen, and Breakfast Nook, Living 1 Porch, Living Room, Dining Root, Bedvooii #1 and Hall. 2- Master Iledrooa 2 :Coate approved wall paints .` Bathroom .. l coat pr_ne, 1 coat lead Gild oil Storage', rook - 2 . coats approved cement 'paint. 61 4. Interior. wOdwork -+ 3 coats - r,be, lead And 01 . 3 4: du31i enamiel 05. , CatOcitiEt around" all exterior f'ra es , o ► :. Keera Cement: Plaster 3 . coat$, PriMe. Lead and oil'` enaMel . . 01. "tfe1dte " striated plywood` -7•1 coat stain, a CsSati shellac, �► Nhtariala * 01. Red head `02. *hits Lead 03 • Linseed Oil Oh. S'utty '05. Pigments • Woi'1 ship t Ol etit r0.. Ott • 05. $y sk1led competent decorators. All trim back prithsd, Manufacturers' directions sha3.1 be followed Putty nail holes and shellac knots. Patch and clean surfaces after Other trades PLUNBINGt A• Scopet The work under this section' shall include the installation' of the Bathroom fn, new Bedroom- addition) connection to existing sanitary system, water supply and fixtures. . ,titer Supply System Run cold water lines to all. fixtures and to water heater. 02 r � From water heater run Type L copper tubing to lavatory, shower and tub. Insulate hot' Water line$'with 3' --ply air cell. Sanitary Syater t rigidly scoured. GePer4 Regulatlonst Grading, char of direction gs g$ �, prohibitted fittings, dead ends, protection of mlateri.a�.a and Work- manship shall conform to the local Plumbing Code and quality of material, pints ConrteCtiona traps and glean -outs shall conform to the above Code. Galvanized iron or ypit L Copper tubing water to be used throu g .. llout for Cold water. _ F .umbing Fixtures* .Water Closet 02. Lavatory 03, Tub Olt. Shower " 05. ' neater ELEC'1'RXCAL A. ,York' Inaliidedt. 01. Dove ex4,ating panel where shown. 02. provider and install one 30 amp. switch, under round service to new panel in Bedroom wing addition. 03, .Provide and install new outlets in existing hone, connect to spare circuits in existing panel. 011. po all - wiring shown in addition. Materials t 01. Underground Service conduit - 3 /4'i' galvanized threaded conduit, tolling, watertight fittings. 02 Wiring to be Type, R. Trapped mule and underground wise to be lead eovere p s Panel. Typed MB mu.t1breaker 0. Boxes galvanized steel,, knockout type. 0 5, .4wttohe4_ -- "U ..l1neo_8PST toggle sir. X11411.. Receptacles, : " "Unixinon # 1420. 0 1. 4c1' &" Reeepiadis* Plates Ivory finish torkmaishd _ i P rgvidd and :install rookwool insulation blown li" thick over entire ceiling area o1 new Bedroom win quotation. for to thick blown rockw'oQl insulation in ceiling of entire existing house,, ROOFING •c SHEO RSTAi , Tror1r TnQludedt 01• Pitch and gravel roof over Storage ROOM addition Q2* . Cement - shingle trio roof -over 33edroei addition. 0,3. 7,aahir g at all roof intersections dr .p strips, MAterials t 0,. Coal, tar pitch • 02-. Coal, tar saturated felt - Gravel - ` G Galvanized- Iron ► 4 * Cowen _ (' +.Lead :. 01, Solder - QB . cement the ' -0 VO 6304lshlpt 43 • " Sheet Metal Guarantee t Pitch, & Gravel Roos` Patched Roof ,atis;;g eww. Work 4 AND W0431AM!35HIP FOR , n1 ALTZ iATIOtt of AND ADDITION TO R.8JDiNC3 Ot l p e r - ls and instal/ l � polished plate as window in ` 1;ivit�g Rem, d a� j s8t in wood, bap t3 a exterior doors a$ scheduled. ° dazing quality I/ this , Aouble etrength 0' qualj, Grim A. whiting or app owed maetic glazing ` c GQ- , oger a tct nth wi utot and door Contractors and carpenter and co- rordinate work. with thews trades, ► Replaced; all breakage caused: in executing the Work or by faulty i nataz 1ation' without cost to ` the Ormer. glass sizes b the building and assure responsibility Exterior wood frages .. pain or o w rabbet gel glass in putty.' Secure.; a3s with vino glaziears, points 1Q 9.00. aiid taco putty , glazint4 treads Set p ,asa without putty bed., . Back and face putty after set �`- to p��vent r att�.ing# t .., � ;,. ' , � .- - A t oomplstiox reiovo all dirt stains, exceed putty,, et4., clean and polish exposed work and leave . job iri- perfect condition 2 coats approved stucco paint and Waterproofing coats lead and oil. • ASTM Speeii'i cation 0 • It rr ' D.:8I • rr , ' .n 11 -2311. D• -317 for' Glass A whiting Putty. �� . Y • Colors in oily approved manufacture. for ready -mixed products. have finished their work. u . 1 coat enamel. A Complete sanitary syrstem, inoludtng soil, waste and von- lines,. extended to existing house :dralna. All horizontal waste piping shall, be run in praotical alignment att. a uniforn grade not Zees than 1/8ti per foot. Hor1z ntal piping sham, be supported at intervals not exceeding 8 AU pip no staff be ' elongated compact F 20140 complete as shown and described; Roxbury P 167 ST, 24 x 0 complete.as'ahown and described " Ilea Angle P 2105 g tea0'tra fad° vial v?ei. allege = `a and curtain rod. -� p bus t-fin a u B 158 a eter • i1i lAeserited, a. 30 ' gallon ,t , table -top model, of : approved naiiuf ac ture. All other conduit to be g yanized thin, gall. •r A13. worth to be done by l a .eotrioians, in conformity with all loc codes and ordinances. • Ail fixtures: te" be •.bought :under, the allowance. seat u p .but installed by this Contraotor a ANB utt ad • 'Submit';aiterna Federal. $peoification R- P'381, Ty`pd .1.." , • . , ti « 15,E "Pederal. Specification 1111-- f-.201 for flat roof; 301 felt for pitched root, Clean Ward dry, graded- betWreeb 1/14" and 5/8t' sites ' ASTM S pecification A and guages shown on the drawings'. 16 oz.. crofts rolled for flashing. hif soft lead for shower pans. Half and halt virgin lead and till. Size and quality to match existing reef. Provide all shapes required. • Xn aCcordance with manufacturer's directions end speoificationS for a 1.5 yr, bonded roof. Barrett, Carey,, Johins- ManvlUQ or other approved manufacturer's specifications are required. Bond is not re.4ired • Over sheathing 1v roofing felt weighting 30 per square, nailed with flat-headed roofing nails, lapped 2.1/2'' doubled on all hips, valleys and 'ridges. Joints to be mopped With a phalt�, Lay tiles to match existing roofing set in cement mortar, - Flashing: Set copper flashing against all wa and other Surfaces interoeoting the roof_ surfaces where shown on roof plan. Base flashing shall turn Out on roof not less tl and up on intersecting surfaces not less. than 10" at any point. Set copper cap flashing over all base flashing, let 1 over base flashing. Cap flashing on pipes shall be caulked into hubs or 'iMbedded in elastic cement and held with brass clamps. Against defects of material and workmanship for a period of one (1) year from date, of acceptance . r :3 • t • 3 FILL TO bR WIML1. COMPA_ce'TrD , , !JOCK' *TAP 11.IZ110 ,v!!_1THH PO1PTLANQ CiMfP4 T • M 1L "- .� Ott• G�ItiLt`'. r a 4 - y ' p� e J� 'b'r, 't ' 1.a �► v "$ in urnishin all lan o qu� �3 t. Y rIt: afi t n't plant , I�O "° COI's Th : 4 : - � in connl tion'ut,t � ,appliances . �,tcrais � and in parfoirnttng• all , . , . , -. , nce wit the`constvcti.ori.'of, ►+ na pool .complete, in strict, accordah thecae' x . , . , subject to • rs NO : conditions- of the .Con p tana : �n# •3peoi,ticat�on�►,' �# .the tou a , ♦ - a :' Y tra � _ .. , Gore al�C � ond � t. tr' c for the f1Jt C�ilOn` 0f, DUilding3 h p er ition o the:4on a , Cr.N1+'CONUI;�I.c�N�'�< -�, Tra , t` _ r 'Ameri' Institute of Architects Shall. , 0� t he �, can, , 3!" .art..ot this 3pecification.- All. po the 3peoifically providod in this' 3pdoitication , shall, be- governo<i. by the said x ; "General Conditions "... "OP' terra - "Archlteet' :H41erover' in the - saki "Censral Conditions' eh311 be construed to mea n "f', sneer ",�"' L�4 010_MW a riuLATrIoN3t ;?he construction of the pool. shall, coritora "Hi thel vern r. �dee Oid: regulation? : • I �radas, a On to tier -. - 3Y7�g � ,Ql ?i0ts3: Ail, �i,a�enaiono,`� rx# -aiev ti s �e'titeri i against, el conditions, An dtserre cies ;o r .depa, u at .the site ot work fi d Y p� � , fit* the Plans' and peoit ation3 to be "reported to and verified. with the,. i gineerr prix . to, prose ` with construction } :t xA't Ai.9 t Ai raterriald< ansi units of equipment,. not e -speei fic&tly ca11ed ". for on' ` the Dra4ng3 ac Specification ,' shall-be of standard riaake. os' Wipes• tune, 01 610 and type suitable for: the required service, and r.eeting,the re.» quireaaents of the governing and. - regulations. ' � r work, the I,.06 .. 11:01 3. • AOCi1NC3# �. AN D c�AI " b12�'T t _ At _the cor+plation , of the Contractor sha`i}, test. every unit of , equiprient and verity that the shell of the all' delive 1. and the i 'ere tree ot Xeakss an d sh : .. � the p4! ts in' of _ cori p..le . ,very. reapeat, ae< called for one= these Dwing3 and 3peoifications, subject to the'4orrditions and •guarantees, as set , .forth -in the `Contraot 3 04 a, 31x0 CTV excav' aha 1 be sufficient to gXCA�'A'�YON ANL) BACKyIiJtt The aEi. on 1 � � rmit proper", performance of work. ' eackfill shall„ be rock fill placed in layers of n ot aver 12 "O inundated With cecient•milk,and compacted and brought to 'ti�h, 4• 30IIi GOND TICN3s : the, ' strata of`so „tfat is to support the rt the l s n a i be_ o ].ban,:. undi aturbed eansia o 2R-42� I . , r z r sand and/or rock fill of sufficient age; to' b4» coal stabilised' and shaf, have e ni l bearing cape wit? of 2000 Abe. /9„t* rt any untayorabls soil,;cgttditiot 3 a aicountered• same, to be verified: with - a the , Aigi,neer prior to, odeodl ng with eortst'xuctton r or to. a be. "tand concrete, either- transit: or ac 2..4 3,�'� 40nCRe'r� Con �+� h eld. "� , e rdxed,.. ueJji Port bnd cement,, and proper radod coarse and` tine reaateei of t he A 411..coda and a s' listed shell confossft to:, the' requirements . pa rag� P (s)•' (b) Jur ioue tore (2) ForE:Lnd,ceient ; shaU b e"staridard brand, domestic rrequ reSn. t3 of A•d.T,M. 3pe 0iticatton Come (4) Coals anti fine; aggregates shalt be local materials, meeting the. requf,rementar of A313,11.HR' 3peoificatioi. t o conform to, the designed ° dimenaione and contours of concrete, and shall be suftioiently substantial' an4 rigid to' pe curt: proper placing of concrete, • • x-06, WA2.G PAN12.31 :Alt wall, panels shall be !'1udne11 recast w$ p anels of types as calked” for ,on the Orawinga,u Panels shat be set i, a g14out. boo' and ;plumb' ail as shown on the Draiing°, GROUPS . All grout for the precai Nall units shall be a mixture b Weight of 1. cede t, l' - 0401. 1.4abeco anct,1 pea gravel,. the _ Jnbeco aha21 bey. ,j A.:0440 a b, The; 'ester 3uiWdere Ccrtpany orr approved equ414 . F Y p,.p@ , wj4 `a' i'ftQ41 - GTU£CQs stucco `should be not richer than 1 part 4t Port C; rnent to 3:011. .);)&41,4 of aggregate: < For waterproofing, there " shall be user! the ,ipix, 1 o 00•) ," per welt of 'cea ens and 3,1b0; ot "Q.} }." per' ibis foot.of lime. . " " )f. ",Ornicr�orn waterprOofins Shall be as manufactured by the . }4r�3t 13uilder.. Compar►y or &per vgd : e &1. ', NQ; . (!stns o pper` r with 1,. . o ( lie el tifa tiec1 antral systet for the tilling draining, ole irs " r eei� ro u s t in g,: a nd tilts rg of rh �rs►t,ez� .in thd► pool ohs l,.be ae: 9,utrer3entsof tKe A.O.I ' asINNFOROI? 3 3t t' de ; ntoroiingr� steel shall be either Rai]. - Steel ".(A•O.'t• 3peQific l i ` ` at •A. 6. 3 5 } . .or ' Billet -tee1 intermediate grade (A•3,T.H. tion bars. spec llcfr� ion... -1 .,; . . (A.3.'r.Hs t Ar _ 3 oification . All reinforcing 15 -39), delo , � . . steel shall- be', fabricated ,and 04414 a4 shown on tthe Orawingi, and in accordeno. with` A.C.I." Code (4,Q4 l and held rigi in place by meaner of vasty t ies` chile concrete' is aced. ' 5i' PPM: rora►a: for concrete atra 1.1: be either; metal or wood, constructed o o with the source of water awl dis o i _ °. 0 Ora' a and 3 eoificati n9' � n h � e l a�ohh Eee � � ca a � 0� waste dj. e4 i following A> pi pir't� shall begot saes ao`XrktiCate<i cr_the' ravings. •;�` At fol the' . lay -out, the enact .location : of all pipes sha11 bad ab l e drri 1 t t eneral geld' o . or ri s a oloatkcut ,and Coordinated 3Ysten °Alt established in > the f i _ - j t tons an supported' in lace, .t. pipes ahaa.�. be securely fastened a s -, per p to prevent any dj3 r . t' "nt _in relation to the pool, with provisions.. for the miai expansion and placement � 1 'Oat raotion e drains And other waste b d to i ;� All piping for the scum +lust >~ r , . - t , Op aa� A c .. ur�t ©r concre e, �allC9, .shall bQ atarxtarri 14916ht cast iron coil p i p e , asdembied with: either lead or cerent grout joints, All tiraste pipe lines placed beyond then concreted areas, shall be rcrangeburg non- •nitalli pipe. r s t r e tit i t:ng for the supp and recirculation of water, e d or in c cret shell' be a roved.t and ��,�,, vaauura linesed , und ♦ ,rgroun an R pP Yip plastics' Al] piping inside the Filter Robrt :hall be standard. galvanized steel (3) '; Fittings shall be suitable for the speoifio type of pipe or to leg reed, and shall, be as recoriiriended by the man ufacturer. • • o err it easy ereotiod - • fr' 11 be ].aced. wherever necessary t p y i' (k) Unions s a p ,. ..,. a disassembling of various sections of each pipe eyaterat , . p i -, i.eatri o (plastic) sou 1 e. shall be used wherever copper an (S} . D iron pipe,,join each other. • t with exposed surfaces (d) P Fitt shall all brae e construction . t �a pelished plated, as furnished by Ludnell Pools, ;Ino. 3. ' NANICAL c�QU1Fli4N1's The iechanical equi tent `shah., be as furnished b y' d ell tools, Inc., . and shall be a's follows e ; , t ` . Thelve shall be provided a single 36 "# pressure' type, and (b} end gravel., vertical , filter, complete with all valves and face piping, and a ' ' i'oper1r graded. filter bed of graded silica send find grrewl, meeting A.W:#'.a. r squirarssnte, • Shall be sloe► cou led centri al ... type, . (6 }. ; i .,'the pump h e P r M l 602 - detiveri nt...l 40'' Z.Q', d i� ,�► caster Unto i'untp,�:.�de d a !'� g.i�• Or motor shall,. be apt rre] - cege, ball bearing mounted* general purpose' opens o o ei a and n ornai starting current 3500 . operating at r.p e dIF°a with is ; a` nal . 4 ; � , • , , .. 4 synchronous s . ed . be suitable for the available type of curr shall coral !q and shall ipped +ith .thermal overload prateetton and aorross•the•Iine (e)`Za a anf tk,e respective pipe lines. • all b s constrruction 1 Valves (Gets)_ shall be sorewed " type, brass ►t " The hair and lint Interceptor shalt be eflnlet and . outlet, bolted water t 'cave cones $Oren basket, as Furnished. L e11 141 to pAcawIt FiLTo3, (rz) Close valves Kos Open valves Noe. '2 (6} 'Awn on pupTr hl� 1'4 VACUUM CL3A l FOOL (a): 01os0 velYee Noe. 2 Open valves' Nos. , 'hunt r per`" t . CE0'NYe. S POLE 1 50 AMP co, TAO set - ttt w s airHa p• pima As*iiisk '41rT41p PVaH PautiOW. t c A'T11: A5 .QlA1i4i&CO0 5 3 uOWB ODO 1e 4E 11'L ZS3'i f 25" . • • • • • ' )TE: * K 0. • ••• • • • � L • • • • • .0.00 • • . • • • • • • • • • • • . • • • +, CONC.- CONCRETE AVENUE CT.- COURT BUIL.DINO DACE - DRAINAGE ANC •R NCHMARK M NTE ANCE EASEMEN T. T 'LATCH BASIN ENC.- ENCROACH - CONCCRETE BLOCIESMT.- EASEMENT STRUCTURE F.O.H - FOUNO DRILL I'OL.E >iORD F.F.E FINISHED FLOOR 91CRD BEARING arvA 'LEAK FOUND IRON PIPI: VENTER UNE 0 - DIAMETER MAP OF BOUNDARY SURVEY _ Y r • • • • • • r V " -F.I.P. 1 /2.0 • ` r (no cap) 3 F u)` i <`L t. 14.1 a ., 1.5'X1.5' 4.0 BRICK COLUMN ONE • • • • • • . •••• •••• •.• • • • • • • • C.L.F. • WOOD FENCE • IRON GATE •••• • • ••• ••• • , •• C. - ••••vr • • ;0 • • • • • ! • • I ■••'S S' CRIS WAY .-4 E- 0.80' Ell,: ELEVATION F.N.— FOUND NAIL F.N.O. FOUND NAIL & DISC. FT.- FEET. LN. LANE MEAS.- MEASURE M/L- MONUMENT UNE M/5.- METAL SHED. N.■ NORTH. No. NUMBER. O.R.B.— OFFICIAL RECORDS BOOK. O 1 1, 4 X 9.75 14, K.I.P. 1/2 0 I (no cop) 25.20' 13.00' vGS ARE BASED ON AN ASSUMED MERID AN C/L a S ,W. 24th T BEARS NO2'24'52 "W N , C , IN PLAT BOOK 125 AT PACE . 2 1.1 AMI -OADE COUN FLORIDA. 3.00' 0.V.H.— OVERHANG. 0.W. OVERHEAD WIRES. P.B. - PLAT BOOK. P.C. - POINT OF CURVATURE P.0.8: POINT OF BEGINNING. POINT OF COMPOUND CURVE. P.O.- PAGE. PKWY.- PARKWAY. PL PLACE. SCALE : 1" = 20' LOT 8 LOT 7 C ( fr 9 S 0 v i-t" r i 2 l ELETRICA VIRE • 10.90' • 37. »0' 7.30" ONE STORY CBS RES.925 N.E 98 STREET MIAMI SHORES FLORIDA ZIP 33138 25.73' Ig $TE;P It 17.55' P.C.P. - PERMANENT CONTROL. POINT. P.O.C.- POINT OF COMMENCEMENT. P.R.M.- PERMANENT REFERENCED MONUMENT. R. - RADIUS. RAD.- RADIAL R0.- ROAD. REC.- RECORD. RES.- RESIDENCE. RGE- RANGE. R/W.- RIGHT OF WAY. 150.60' S.-SOUTH. SEC: SECTION. S.I.P. - SET IRON PIPE. S.N.0.- SET NAIL & DISC. SWK.- SIDEWALK T.- TANGENT. TERR.- TERRACE. TAP.- TOWNSHIP. u.E- UTIUTY EASEMENT. W.- WEST. W/F.- W000 FENCE A — CENTRAL ANGLE 40.65 LOT 6 A 5.00' CONC. SIDE1ALK 23.20' PAIkKKIAY 4' CBW WAY THIS SURVEY HAS BEEN PREPARED F( THE ENTITLES NAMED HEREON AND TF EXTEND TO ANY UNNAMED PARTY. F.I.P, l /Y0 (no cop) i 0,70' <P '.LP. 1/2'0 (no cop) E EXCLUSIVE USE OF RTIFICATE DOES NOT ACES, WALLS, HEDGES INSTALLED ON ALLEY MUST ALLOW 40 SQ. FT. FOR TRASH �S, TREE TRIMMINGS, ETC. 1 r1r+�+ LJ Zoning A pr ved WOOD FENCE M UST B . INSTAL LED GOOD SIDE OUT 30' 30' ORDER No. : 0308 -71 LOCATION SKETCH SCALE 1" = 100' 50.00" 13 0.00' DATE OF FIELD SURVEY 08/25/03 50.00' RES. # 925 N.E. 98st STREET MIAMI SHORES — FLORIDA 33138 FOR : MARIA AND CI.,AUDIO RODRIGUEZ DATE : 08/27/2003 REV. DRAWN BY: PAF 15' ALLEY 50.00' 50.00" 14 15 50.00' 14.40' N.E.98th STREET CERTIFIED TO: • MARIA AND CLAUDIO RODRIGU,.Z; • CHASE MANHATTAN MORTGAGE CORPORATION, Is successors and /or assings; • LIZABETH F. CALVO. P.A.; • ATTORNEY'S TITLE INSURANCE, FUND. 0eitit t St POOL f SN C t 41 N•C1,10 FE� PIO 1F NE14 .001:a `I`IN Qi FENC . ON Wp,1.� OWN E R 'S paOP .. : • • • • • • • • • •• • • moo. • • 01.1 • aril v • • • • • • • • • • y • • • •••46 • • • • • • • •••• • LEGAL DESCRIPTION: LOTS 16, 17 AND 18 BLOCK 80 SUBDIVISION MIAMI SHORES SECTION NO. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE OF TI-1E • PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. • 1 FL000 ZONE: L.COMMUNITY No. 120652 PANEL: Q93 SUFFIX: .LPATE OF FIRM: Q7 -17 -95 BASE FLObk N /A' J • • • • • • 00 0 • • EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF • ANY AFFEC1 N5 THE PROPERTY. LOCATION AND IDENTIFICATION OF UTIUTIES ON AND /OR ADJACENT TO THE PROPERTY W'RE•10T SECtf E1J AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITI E.'UNDER(#R9UND FOUNDATION AND UTILITIES NOT LOCATED. •• • WALTEZ E. VENE PROFESSIONAL SURVEYOR AND MAPPER No.3108 STATE Of FLORIDA NOT VALID UNLESS SIGNED & EMBOSSED SEAL. CARIBBEAN LAND SURVEYORS, INC. 3742 WEST 12th AVE. HIALEAH, FL 33012 TELEPHONE: (305) 824 -0040 FAX (305) 824 -0038 E -MAIL: CARIBBEANSURVEY @AOL.COM • • • • • • • • •• • • 1 • •