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436 NE 94 St (3)LEGAL DESCRIPTION: LOT 8, BLOCK 51, MIAMI SHORES SECTION No. 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF IN PLAT BOOK No. 10 AT PAC PUBLIC RECORDS OF DADE COUNTY, FLORIDA AKA 43S N.E. 94 STREET, MIAMI SHORES, FLORIDA 5' SIDEWALK 5.04' 15' ALLEY 50.00' 2 STORY RES. No. 436 50.00' N.E. 334 th. STREET SITE PLAN SCALE : 1" = 20' 730 T i 3.0g No. 37 Ced 4 11 6 &,r ,3 7. ,0443,-4 1.5 ¢ debooi +r, al)9 .„\A' /A7e6 2/044 Teri NOTE: THIS PERMIT 15 FOR PARTIAL DEMOLITION OF NON LOAD - BEARING PARTITIONS, KITCHEN CABINETS AND REMOVAL OF DEBRIS FROM THE PROPERTY. A SEPARATE PERMIT WILL. BE REQUESTED FOR RENOVATIONS AND ADDITION. REVISIONS DRAWN A.L. CHEERED T.R. DATE NOV. 30, 2000 SCALE AS SHOWN JOS No SHEET A -1 OF 3 SHEETS r LEGEND EXIST. 8" GONG. BLK. WALL. EXIST. PARTITION EXISTING NON - LOAD BEARING PARTITION TO BE REMOVED EhlOLITION SECOND FLOO12 PLAN ALE 3/16" =1-O" • REVISIONS BY 1 DRAWN A.L. CHECKED T.R. DATE NOV. 28, 2000 SCALE AS SHOWN JOS No 9H£ET A -3 OF 3 SHEETS 1 MASTER BEDROOM OPEN EXIST. PARTITIONS AS SHOWN BALCONY i DN. 1 1 BEDROOM 2 REMOVE TI it II II BEDROOM 3 REMOVE ALL EXIST. FIXTURES AND NON LOAD- BEARING WA I S sd DEN LIVING ROOM b INIMP FOYER REMOVE EXIST. KITCHEN CABINETS. KITCHEN 1 tu& REMOVE EXIST. NON -BEAR. PARTITION COVERED TERRACE 1 DINING ROOM 1 e 4 LEGEND EXIST. 8" GONG. BLK. WALL EXIST. PARTITION EXISTING NON - LOAD BEARING PARTITION TO BE REMOVED DEMOLITION GROUND FLOOR PLAN SCALE 3/10" = 1-0" REV1910N5 BY • I U a) - c 2 . cn � � N m 8 c 7- c ,E, I— g V V A O N a a CC n L� N O o +, z O 2 m co C Q Q NOV. 30, 2000 SCALE AS SHOWN JOB No • \` �\ SHEET A -2 O F 3 SHEETS DRAWN A.L. CHECKED T.R. DATE 9245 S.W. 44th Street SURVEY NUMBER 85 -1 -L36 CHARLES W. CARR LAND SURVEYOR MIAMI, FLORIDA SURVEY OF LOT 8 FLOCK 51 SUBDIVISION According to the flat Theme} as Recorded la Plat Rook No Public Records of Dade Comely, Florida March loth - 1985 Mar_arita Branciforte MIAMI SHORES SECTION NO, 2 10 At Page No 37 Telephone: 221 -3416 Location Sketch: LOCATED IN: MIAMI SHORES, DADE COUNTY, FLORIDA, g J3 .tea Ld�sw�sr , /A //s//ED F _ / /. / �' Note : E1 evati.ons are Mean Sea Level. and based upon Nrvey. Sca 1• • /50 / 7 u // /4 1/ /D /G/ /7 1/ 4 2/ u 22 2 23 8 1 y N ,o 3. . 7 �T. 7.75 h 3 A � /2/ rw 75 2 44' -.- 74 S ' ,.DC 1N,4 G. fc" 14 1 4 , o o 9./ 7.0 mari 734 Q 27.7e> 0 p /5.40 p 03 Pa icA Q1 E 22.20 f• 0.70 0 0.70 t - 2 ,.trf'. C 3J #t¢3G /4•4Z r /535 /5rn 1 1.57 m I ce3.5 /4.3e, /5. PDWE,E172L - Li,/ES WATER MA /A/ '7 /.0 ' Z. 5- f✓ I HEREBY CERTIFY that the attached sketch represents a recent survey wade ..der my dlrectio., and is true and cor- rect to the best of my knowledge and beltet. Then are eacroach,.ats. REGISTERED LAND SURVEYOR 1060 . STATE OF FLORIDA 1 1 o 1./ /.74 \ / 7o v vE.e ovER OGR. 5/ i r M AT C E?fit5ftri 5 ru c:or • ' c a43T '' •5c.teS,4 VE ) '' %trrE.. pt 0.7 PLAN SCALE F o ct. serioestj RA F'S, :r,:t mot, E , n s-r. 1 2a E tSTs13 _l. • 3Th.Sit �. 0Np1'C.• O Is) I1 C.' Ge rrQaC.ToR c�c EXtITMer Ott twort_ TO = • rto �Ex %xT ao14 tfl'.6£ RE 1)414 E .r e 1tET„5 ' �tvri� i 14 Es : SEIEGTFO_ ; 8 WCATPOI( F,. • Pi?1.t t1EC..`1R -rit 8 • PANEL *ATER• $ERYICE & ANiTARY anv R y, 'b OE cirltkMMffiD:AT 5882 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264.2660 FAX: (305) 264.0229 Nona fruru,tpni LAND SURVEYORS BPUNDARY SURVEY Scale t• = /7 ° J4�,t 3 ' i 2 e fE/1/41ce � —X 3, //c-z a i85cr 4.1 a" SURVEY NO. ag% stir /-07-/a ' - f - �/ i SHEET NO. OF 00 voimumen 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 284 -2660 FAX: (305) 264.0229 DRAWN BY: • Survey of Lot: 8 Block: 51 Subdivision: MIAMI SHORES SECTION NO. 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI -DADE County, Florida. Property Address: 436 NE 94 ST, MIAMI, FL 33138 For: GLORIA V. LUCIO A . ARC. NC - AIR CONDITIONER PAD. A.E. - ANCHOR EASEMENT. NR - ALUMINUM ROOF. A/8 - ALUMINUM SHED. ASPH.. ASPHALT. B.C.. BLOCK CORNER. BLDG. • BUILDING. B.M.. BENCH MARK. B.O.B.. BASIS OF BEARINGS. C.. CALCULATED. C.B.. CATCH BASIN. C.B.S. - CONCRETE BLOCK STRUCTURE. CBW . CONCRETE BLOCK WALL. CH.. CHORD DISTANCE. CH. B.. CHORD BEARING. CL.. CLEAR. C.LF.. CHAIN LINK FENCE. C.M.E.. CANAL MAINTENANCE EASEMENT. CONC.. CONCRETE. C.P.. CONC. PORCH. C.S. = CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D.M.E.. DRAINAGE MAINTENANCE EASEMENT. DRIVE.. DRIVEWAY. o - DEGREES. E.. EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR..ENCROACHMENT. F.H.. FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. F.I.R.. FOUND IRON ROD. F.F.E.- FINISHED FLOOR ELEVATION. /3 Nona frurunjurs x. LAND SURVEYORS LOCATION SKETCH ABBREVIATIONS AND MEANINQ F.N.D. - FOUND NAIL & DISK P.R.C. = POINT OF REVERSE FR.. FRAME. CURVE. FT.= FEET. PROP. COR.. PROPERTY FNIP.. FEDERAL NATIONAL CORNER. INSURANCE PROGRAM. P - PLAT BOOK F.N.. FOUND NAIL. PG.. PAGE. H.. HIGH (HEIGHT). PWY = PARKWAY. IN. & EG. = INGRESS AND EGRESS PRM = PERMANENT REFERENCE EASEMENT. MONUMENT. L.P.. LIGHT POLE. P.L.S.. PROFESSIONAL LAND L.F.E.. LOWEST FLOOR SURVEYOR. ELEVATION. R.. RECORDED DISTANCE. L.M.E. - LAKE MAINTENANCE RR.. RAILROAD. EASEMENT. RES. = RESIDENCE. ' = MINUTES. R/W, = RIGHT -OF -WAY. M. = MEASURED DISTANCE. RAD. = RADIUS OR RADIAL. HON.. MONUMENT. R.P.. RADIUS POINT. MM.. MANHOLE RGE.. RANGE. M/L.. MONUMENT LINE. SEC.. SECTION, N.A.P.. NOT A PART OF. STY.. STORY. NGVD• NATIONAL GEODETIC SWK. =SIDEWALK. VERTICAL DATUM. S.I.P.. SET IRON PIPE L.B. 46044 N.. NORTH. S. = SOUTH. N.T.S.. NOT TO SCALE. S.N.D. = SET NAIL & DISK L.B.46044. - NO. = NUMBER. SP. = SCREENED PORCH. " = SECONDS. T.. TANGENT. TWP. - TOWNSHIP. U.E. = UTILITY EASEMENT. UTIL.. UTILITY. U.P. = UTILITY POLE. W.M. = WATER METER. W.F. = WOOD FENCE. W.S. = WOOD SHED. . CENTRAL ANGLE. P.C.. POINT OF CURVE. W.. WEST. PT.. POINT OF TANGENCY. ,/ POC. = POINT OF COMMENCEMENT C = CENTER LINE. POB.. POINT OF BEGINNING. 4. = ANGLE. 0 /S.. OFFSET. OH. = OVERHEAD. O.H.L.= OVERHEAD UTILITY LINES OVH..OVERHANG. O.R.B. = OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL. = PLANTER. P/L. = PROPERTY LINE. P.C.C. = POINT OF COMPOUND CURVE. 94- 69 LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 18 SUBJECT TO DEDICATIONS. LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHAD. VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTED, THUS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Scale 1" =413 • /2- 1/ /4 /0 7 f 5 4 . 3 / d /7 / , ' / 9 20 2/ 22 ST S ST Z ‘ 0.00 X 0.00 SURVEY No. SHEET NO. LEGEND TYPICAL, SURVEYORS'S NOTES• 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO 3). THIS IS A SPECIFIC PURPOSE SURVEY. Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: GLORIA V. LUCIO HENRY LOPEZ - AGUTAR, ESQ. ATTORNEYS' TITLE INSURANCE FUND, INC. PENINSULA MORTGAGE BANKERS CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS Date: 11/03/2000 WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. B.M.4 ELEV OF N.O.V.D. OF 1929. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 0- 0008852 OF 2 -144,1t) BY: G�D�Q6� PROFESSIORRCLAND IBARRA (DATE OF SURVEYOR NO. FIELD ). STATE OF FLORIDA. (VALID COPIES OF THIS SU VEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). //1 Gva . REVISED ON //7 6 REVISED ON : tee o� gt �S TO C;IA ..S o Fr ;t`i• 10 4 ", ca:t+3Tr' , Sc CE '4 VET %30TE- f CawNErt s oPT -) _ PLOT P L A (1■1 SCALE D r. T .t AS,: 'x iosEts.;__ .IA�TS.�S _ `,� 1 ''50 set :RAF'S. -- Za • 9245` S.W., 44th Street SURVEY. NUMBER 85-1.-t36 -L LOT 8 BLOCK 5 1. SUBDIVISION MIAMI SHORES SECTION NO, 2 According to the Plat Thereof as Recorded in Plat Book No 10 At Page No 37 Piblia. Records of Dade County, Florida Dat. March 10th", "1985 _p Margarita Branciforte Location Sketch: // // /4 // // /D /5 11 .2 /1 /7 1/ /e$ 4 I /1 // 4 zi z z 2 Z3 f ki N z4j Ai E. LOCATED IN : MIAMI SHORES , DADE COUNTY, FLORIDA. c7 /moo /' z o ' .3 eo Lois:'-3r',- / A//5H. D ,L au,E' _ /1.19 ' Not El ovations are Mean Seta L.e.ve1. and based upon CHARLES W. CARR LAND SURVEYOR MIAMI, FLORIDA Scale: 1' -- /50 / e- ',7 - . SURVEY OF /2/ �. -4 r'/ T. 75 / ,e /w ' t 734 7.75 x 4 h 30 3a. 5' S /DC- kVAL � . 64/■ 03 Pox( hi zz. zo /500 % 0.70 0.70 C5J M 4 v b /4.4 . /5".. ' / s 7 t' I / srY •;;,QL UM- 16'4c46 N /4 /5. /B ,DOWE,e /77 - &A/ES WATER M4M/ ' . .4 Z. E t'' 1 HEREBY CERTIFY that the attached sketch represents a recent survey made ender my direction, and .is;trae and cor- rect to tie best of ay kaowledgii : and beltei are a encroaai REGISTERED LAND SURVEYOR 1060 STATE OP FLORIDA : 1. o vE e \A70 ovER 1./ Oc.e. 5 /5 Telephone: 221 -3416 LOCATION Of viatia, PO ij qeC,. �tcrEr .a Pfrt4Et, .grata issevict & lLANItART :iii !o et citit4elmmp:AT Lr: ELEc �Y6'D • • • • Fr aPTtoNA L El* 'titA F't'vic 8 erwe vt.i RA ALL4 PRODUCT CONTROL NOTICE OF ACCEPTANCE • h DAOE METRO -DADE FLAGLER BUILDING Approved: 01 /07/1999 Internet mail address: postmastero @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA 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 Lawson Industries, Inc. 7030 N.W. 37 Court Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 4000 Circle Top Aluminum Fixed IVindow with and wit /rout True Muntins under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-0928.01 Expires:12 /31/2001 Raul Rodriguez Chief Product Control Division THIS IS TI - IE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMiVII This application for Product Approval has been reviewed by the BCCO and approved by ti1e Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director Miami -Dade County, 1 of 3 , : Building Code Compliance Offic r ,. itomepage: bttp: / /wa.w.buildingcodeoaliae.com J Lawson Industries, Inc. ACCEPTANCE No. : APPROVED EXPIRES : December 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0418.07, which was issued on May 30, 1996. I approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County for the locations where the pressure requirements, as determined by SFBC Chapter 23, do no exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4000 Circled Top Aluminum Fixed Window, with and without True Muntin and it: components shall be constricted in strict compliance with the following documents: Drawing No W96 -13, titled "Series 4000 Circle Top Window," prepared by A1- Farooq Corporation, dated Apri 15, 1996, revised on November 28, 1998, sheets 1 and 2 of 2, bearing the Miami -Dade Count) Product Control Approval stamp with the Notice of Acceptance number and approval date by tht Miami -Dade County Product Control Division. These documents shall hereinafter be referred to a: the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION i 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system 2 of 3 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logb,r city, state an( following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as elecaed for Section the proposed installation.. Acceptance, clearly marked to show the components s 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. Man'u Perez, P.E., Product C Product - Co trot Division '0' 98- 0928.01 JAN 0 7 1999 Examine: Lawson Industries, Inc. 3 of 3 ACCEPTANCE No.: 98- 0928.01 APPROVED .IAN 0 7 1999 EXPIRES : December 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance bolder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation . initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall autoniatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance: as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -bade County, Florida, aiid'fdllowhd by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. i .., 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Man el Pcrez, P.E., Produc ntrol Examiner Prot ca Control Division • WINDOW DIMS. DSB - ANNEALED 3/16" - ANNEALED 1 3/16" -ANN. (TRUE MUNTIN) 1 's+IDTH HEIGHT EXT. ( *) 1 INT. ( -) EXT. C*) 1 INT. ( -) EXT. (*) 1 INT. ( -) 37' 48' 55 -1/6' 6D" 74' 96' 18 -1/2' 24' -26 -9/16' 30' 37' _ 48' 50.0 I 71.5 93.3 93.3 61.0 I 61.0 50.0 55.3 71.9 71.9 61.0 61.0 50.0 50.0 65.0 65.0 61.0 61.0 - ` - 57.6 57.6 61.0 61.0 - 1 - 46.7 46.7 61.0 61.0 - - - - 61.0 61.0 .062 TYP.J L875 1-312 MUNTIN FRAMr 6063-15 soor I •SAo U_ U - 11^.06= TYP. G' A CHANN 6063 -15 1 - -.062 TYP. 6063-7 -T5 6' MAX. TYP. AT CORNERS GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHSNE BEDDING COMPOUND 53 1/8' WINDOW WIDTH _ SURFACE APPUED MUNTIN MAY BE USED 1 15' MAX. TYP. GL 7 INC OPTION$ 0 6" MAX. TYP. AT CORNERS GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESNE BEDDING COMPOUND 3/16' ANN. GLASS DSB -ANN. CLASS WINDOW WIDTH FALSE MUNT1N (SURFACE APPUED) MAY .BE USED 74" TYPICA! ELFVA'1TON� TESTED UN!". S 15' MAX. TYP. m w W O 2 6' MAX. TYP. AT CORNERS i.n9r. OR MUtAktOUN FAR000 STRUCTURES ;L/. PE 16557 ,ib C 0 71 °98 / / /// t % // • /// 3/16', uLASS 6.3 /SO/PT. / //, // 3/16' ASS 6.3'/SbPT. I O 96' WINDOW WIDTH 6 1/2' MAX. TYP. AT MUNT1N '//' / / 3/16' +ANN /ASS 6.3iSD/FT. /// 3/16', 3 /16',tiNK /D,ASS 6.3", FT. 15' MAX. TYP. NOTE S• 1. was STRUCTURE IS DESIGNED AS PER INC SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -86 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHAZI BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYIIIG WITH THE SOUTH FLORID% BUILDU 1'00E DAT w. = O Bi - � i PRODUC1 1R01 D1V11ON BUILDING CODE COMPIIAiICE OFFICE \CCEPTANCE NO..E P-f nt P L ^( 0 crowing no. W96 -13 i sneei 1 Of 2 ) IC sr S. INTO WOOD V / 3/4' MIN. EMBEDMENT DR 3/16' X 2 -1/4' TAPCDNS SEE ELEvS. FOR SPACING 3/16' X 2- 1 /4' SEE ELEVS. FOR SPACING !BY OR 2BY V000 BUCKS M . • 10 S,Y..S. INTO WOOD V/ 3/4' MIN. EMBEDMENT DR_ 3/16' X 2 -1/4' TAPCONS SEE ELEVS. FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT: FRAME CORNERS, PERIMETER OF GLAZING BEAD AND INSTALLATION SCREWS SEALED WITH ALUMINUM COLORED SEALANT. • J✓ 1 BY OR 2BY WOOD BUCK * 10 S.M.S. E 15' O.C. SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE Enpr DR. MUMAYOUN FAR000 STRUCTURE; FL/. PO # 18557 71998 -8 - 3/4' SUS FRAM= .CORNF R APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BINDING CODE DATrT Nu. RR - n o BY PRODU ' I C0 ' 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND 91. - v° 2F of L ) N 0 rl fE IU IN RD! tv i 0 crowing no. Wg6 -13 isree:2 of 2 ) MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.: 00-0208.05 Expires:05 /01/2003 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CO\IPLIANCE 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 Lawson Industries, Inc. 8501 NW 90 St ivlcdlev FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 Custom & Standard Aluminum Tube Mullions (Un Clipped) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction „and completely described 1Terein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:05 /12/2000 rancisco Quintana, R.A. Director -. 1 of 3 Miami -Dade County Building Code Compliance Offi' Lawson Industries, Inc J 6. BUILDING PERMIT REQUIREMENTS ACCEPTANCE No.: 00- 0208.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 1 2 2000 NIav 1, 2003 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0806.05, which was issued on May 1, 1997. It approves a • structural mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Lawson Industries 2 ", 3 ", & 4" Custom Mullions and 1" x 2 ", 1" x 3" and 1" x 4" Alternate Standard Aluminum Tube Mullions (Un- clipped) and its components shall be constructed in strict compliance with the following documents: Drawing No. M96 -07, Sheet 1 and 2 of 2, titled "Ntullion Details ", prepared by AI- Farooq Corporation, dated 07/23/96, with revision A dated 12/16/96, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to tin- clipped structural mullions to be installed vertically, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion size (2 ", 3" or 4 "), Span (window height), Tributary area (window width and height), and Anchor type ("A" or "B"), see "Design Load Capacity" chart in approved drawin2s.l approval stamp 3.3 Mullion and anchor selected Design Pressure Rating, per "Design Load Capacity" chart, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.4 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed -in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of f�cceptance. clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. � Manuel erez, P.E., Product CnttExaminer Produc trot Division I rics, Inc ■ ACCEPTANCE No.: 00-0208.05 APPROVED, : MAY 1 2 2000 EXPIRES Mav 1, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) -shall be considered after a renewal application has been filed and th original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in thi 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 produc and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initiall■ submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automaticall be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process: b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance Shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 3. END OF THIS ACCEPTANCE nf ; Manue erez, P.E., Product Co ocr Examiner Produdt S'onfrol Division 10 X 3/4' S.M.S. o 6' FROM ENDS & 24 0.C. MAX 3 /JAMB UP TO 3B -3/B' HIGH 4 /JAMB OVER 33 -3/8' RICH TYPICAL 2X WOOD BUCKS NOT BY LAWSON INDUSTRIES MUST SUSTAIN LOADS IMPOSED 3/16' TAPCONS 1' MIN. EMBED. PRECAST CONC. 'SILL TOTAL PROPERTIE$ Iz - .652 IN.` HEAD do SILL ANCHORS FOR MULLED WINDOWS W /OUT MULLION CLIP SEE 2' CUSTOM MULLION OR 1 X 2 X 1/8' ALUM TUBE 1/4' MAX. 3/16' TAPCDNS 1 -%/4' MIN. EMBED. 1/4' MAX. MULLIONS CONTAINING FRAME MEMBER WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACINC 3' CUSTOM MULLION OR 1 X 3 X 1/8' ALUM TUBE TOTAL PROPERTJE$ Iz = 1.272 IN.` 3/16' TAPCONS I -1/4' MILL MASONRY EMBED. 4' CUSTOM MULJJON OR 1 X 4 X 1/8' ALUM TUBE FRAME JAMB (6063 -T It WooD 6UCY 1/4' MAX. 1/4' MAX. • TOTAL PROPERTIES Iz - 2.359 IN.` • (3PROVED AS COMPLYING Y11T11 THE SOUTH FLORIDA BUILDING CODE pp�� DAT I ; I 91 BY N P PRODU 'NTROL DIViS ON BUILDING .CDDE COMPLIANCE OFFICE ACCEPTANCE ND.9y - SJ OO6. nc AP?ROYED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING CODE DAT / r 2 . o o moue:: TROL DIV!SION BUILDING CODE COMPLIANCE OFFICE :CCEPIANCE t:0 - 0 2 oP• OS' 9r. DR. HUIIAYOUN FARD00 STRUCTURES FLA. PE J 11557 ..r t '7 1000. z Crowing M9 6—C (3heet 2 of Lr 0 U to w • S t` n Z • Z Z (` O V)0. .; o 5 N. M :. TTIND0I7 DIMS. AN C1 E O RS HEAD at SILL. MULLIONS TTIDTH HEIGHT A 8 2' 3' 4' 19 -1/8' 26 -1/2• 37 53 38 -3 / 8 " 100.0 - 100.0 - - 100.0 - 100.0 - - 100.0 - 100.0 - 100.0 - 100.0 - - 19 -1/8• 26 -1/2 37" 53 -1/8' 50-5/B 100.0 - 100.0 80.3 100.0 100.0 ' - - 56.9 100.0 83.4 - - 62.0 100.0 58.1. - - 19 -1/8 26 -1/2 37' 53 -1/8 - S6 89.5 100.0 100.0 - - 70.2 100.0 86.1 100.0 - - 57.3 100.0 61.6 100.0 - 50.8 - 100.0 42.9 74.3 100.0 19 -1/8' 26 -1/2' . 37' 53 -1/8- 63' 77.8 100.0 83.8 1 100.0 - 60.3 100.0 60.5 100.0 - 48.3 96.6 4.3.3 84.3 100.0 41.1 82.1 30.2 58.7 81.7 10 -1/8' 26 - 1/2 ,. . 37 - 53 -1/0' -1/4 - 64.3 100.0 51.2 99.8 100.0 49.2 98.3 36.9 72.0 100.0 38.5 77.1 26.4 51.6 84.4 31.4 62.8 18.4 35.9 58.8 - .062 I L_I I I 3z L .156 r I .070 -i F- 1.062--1 2' CUSTOM MULL ION 6063 -T6 1 -.002 r-.312 .062 .156 ( L .102_1 I 1.062 -i 3' CUSTOM MULI ION 5063 -16 - r 2.000 .125 3.000 4` CUSTOM MU I ION 6063 -T6 .125 TYP. -I F- 2.000 X 7 STD. TUBE 6063 -T5 . AL 8 - 2 SCREWS EACH 5.10E (TOP & BOTTOM) 1 1 r 1 I1 l VINDOV VIDTH 1 \ �. ALL WINDOWS WIDER THAN 26 -1/2' TO HAVE FASTENERS AT CEN OF HEAD & SILL FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPR ANCHORING CONDm0N5 VARYING FROM THOSE SHOWN IN THESE CALCULAT10NS SUBJECT TO SEPARATE ENGINEERING REVIEW. 3 -1/2' -2-1/2 - USE THIS LOCATION FOR ANCHOR TYPE 'A' VINDOV VIDTH WIND ANC NOTE; APPROVAL APPLIES TO TWO OR MORE WINDOWS MULLED TOGETHER. TYPICAL MULLION SERIES 7500 - S.H. WINDOW SEE CORRESPONDING COMEARATTVE . ANALYSIS _ STEP 1 STEP 2 STEP STEP 4 APPR!+'.'ED AS COMPLYING WITH THL SOUTH FLORIDA BUILDING CODE 2 B. PRODUCT CO .OL DIVIS:OII BUILDING CODE CO OFFICE ACCEPTANCE NL'.1L(2_-_.(2_2 Oj OS� INSTRUCTIONS; U5E MULLION /ANCHOR LOAD CI-MT AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMEATTS. USE CONNECTION TO MUWON AS PER PRODUCT AP PROVAL. USING MULLION LOAD CHART DETERMINE uUWON CAPACITY WHICH uuST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. Cp 5 • USING ANCHOR LOAD CHART SELECT ANCHOR WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 1l C.J /t+l\ r.or A 4. ONE ANCHOR AT EACH SIDE OF MULL/ON 6 e TWO ANCHORS AT EACH SIDE OF MULLION , SERIES 7500 SINGLE HUNG WINDOW RECTANGULAR ALUMINUM TUBE MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE- SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENCINE=RINC REVIEW. 4. ALL EXTRUSIONS TO BE ALLOY 6063 -15. EXCEPT AS NOTED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT MI : • qT7 BY - TrAMM PRODUCT D' TROT DIVISION BUILDING CODE COMPLIANCE OFFICE AcCLPTMCI r:0 4G7 - nR06. 05 DE 7 1996 1 W u 0 4 u � G r. O 0 En9r, OR. HUMATOUN F4R000 1 t i STRUCTURES FLA. PE } 16557 5 -0rvw n o M96 -07 sheet 1 c---7-1D. M I A M 1-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. 7030 N.W. 37 Court Miami CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 Aluminum Tube Mullions under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0223.04 Expires:05/30/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL . CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04/29/1999 FL 33147 Internet :nail address: pvr•5 am: aster` %h ;l;iin_coden::!ine.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office 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 Raul Rodriguez Chief Product Control Division i;omeUai:e: !;![ ^: iw.�.. n:ii[i;n_ror.;t ; i;.e.c ;•. Lawson Industries, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0929.21, which was issued on May 30, 1996. It approves a structural mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Lawson Industries Aluminum Tube Mullions and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -04A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated September 28, 1995, revised May 3, 1996, sheets 1 through of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. - 3.3 Mullions are to be used only to support Windows and Doors with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can not be installed as part of an impact resistant unit. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. • 2 of 3 99- 0223.04 APR 2 9 1999 Mav 30, 2002 Manuel Perez, P.E., Produc o trot Examiner Prodlt Control Division Lawson Industries, Inc. APPROVED : APR 2 9 1999 EXPIRES Mav 30, 2002 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 e ACCEPTANCE No.: 99- 0223.04 Manuel ' erez, P.E., Product Co Product Control Division Examiner TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +90.0 PSF FTL -1376 +90.0 PSF FTL -1376 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +135.0 PSF FTL -1376 +90.0 PSF FTL -1376 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Sheet 2 of 3 and for Design Pressure Ratiing vs. Anchor type, see "Anchor Load Charts" on Sheet 2 of 3, of Drawing No. M95 -04A, bearing the Dade County Product Control approval stamp. Lawson Industries, Inc. ACCEPTANCE No. : 99- 0223.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED APR 2 9 1999 Mav 30.2002 A. DRAWINGS 1. Drawing prepared by Al- Farooq Corporation titled "Mullion Details ", Drawing No. M95 -04A, dated 09/28/95, revised 05/03/96, sheet 1 through 3 of 3, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of an aluminum horizontal sliding window with Series 6000 fixed window mulled at top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated January 31, 1996 signed and sealed by Gilbert Diamond, P.E.. C. CALCULATIONS 1. Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 9/27/95, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. - Letter from Lawson Industries, Inc., dated February 16, 1999, stating that the product has not changed since it was last approved, signed by Nelson Erazo- Chief Engineer. 2. Letter from Lawson. Industries, Inc., dated February 16, 1999, stating that the professional engineer of the product, Dr. H. Farooq, is still in the engineering business, signed by Nelson Erazo- Chief Engineer 3. Letter from Al- Farooq Co., dated January 27, 1999, stating,that the P.E. of the product, Dr. H. Farooq, is still in the engineering business, signed and sealed by Dr. Humayoun Farooq, P.E. F. OTHER 1. This NOA renews NOA No. 95- 0929.21, which was issued on May 30, 1996, and expiring on 05/30/99. 2. The following results were obtained in the original submittal: E -1 Manue ' erez, P.E., Product Co 1 Examiner Prod t Control Division 4.000 6.000 i 2.000- INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 ,IIII( _� GLAZING PRODUCT 1 =r " 2.000 3.000- DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET Z SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL 4.000- 1.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E WIND LOAD, AIR Is WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PP,ODU . 19 t CONT -UI D:V.S BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g -0113• opt Engr. DR. HUTAAYOUN FAROOQ STRUCURES FLA. PE jj 16557 1 7 1999 ai 0 . m v O 0. 0 O >. .n 0 • 0 0 Tn W • r, r� m co Z cD ZZ O0 1n o Q0 • s: 1 r—, 0 tn 1 1 drawing no. M95 -04A sheet 1 of 3 lit 1 1AWV \�\q\1 \U�� •a� \��1U� , 1 4.000 6.000 2.000 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 w DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WTTN DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL GLAZING PRODUCT 2.000 -1 3.000 --1 4.000 -1 1.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR AP PROVAL FOR FASTENERS SIZES AND SPACING J ALM:RNATE TO _ 1 X 3 TUBE I � I 3.000 1.062 1 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WM-I THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDTIIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT CV BY 'APP PRODU BUILDING L ..19 0L CODE COMPLIANCE OFFICE ACCEPTANCE NO QCi. C. _ 3. -i' Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA PE 0 16557 1 7199 0 rn ) ci c 0 0) C> v 0! O N Lu • E • O I- 't CD (/) CO o I Z Cp J D7 ZZ a) O 3o Qo � N c O .` U W T m 0 'O 0 2 ri e 1 O 1 1 1 1 drawing no. M95 -04A sheet 1 of 3 ANCHORS TYPE AB, OR C W1 ANCHORS TYPE A.B. OR C F� ----- MULLION SPAN • m [U m _ J . En 0. I a 0 Q 0 CO z H W CI SI U7 La I'7 ANCHORS A,B. OR C W2 TRIBUTARY WIDTH = W1 + 2 W2 so 9 m HORIZONTAL MUWON 0 r GLAZING PRODUCT SEE ETAIL A ANCHORS A.O. OR C GLAZING PRODUCT GLAZING PRODUCT W W MULLION LOAD CHART 1'342 - 34/B" ALUM. TUBE m STEEL SO2 3 /II" MU LL SPAN N , 56 1515 15 11 11 38— 20 30 40 50 60 70 BB TRIBUTARY WIDTH - INCHE3 MULLION SPAN 0 CsI 0 0 0 V1 Q . co 0 0 0 0 S m r7 CU u- En 0 m • 1 0' 0 • Q LX O m J H N H Ul w o >� >E4 ANODR LOAD CHART ANCHORS TYPE A K4 So- 1/2' o 20 25 30 35 40 45' 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES TYPICAL MULLION ARRANGEMENTS MULLION LOAD CHART 20 30 . 40 50 66 70 BB TRIBUTARY WIDTH - INCHEB 0 0 in 0• • 0 L "x3 - x1 /B ALUM. TLBE NO STEEL GM AN016i ICAO '?ART AND-ORS TYPE R KS L. —•� w:tJ. 'SPAIN 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCNES 211 3E1 41'1 Sd 60 70 BTd TRIBUTARY WIDTH - INCHES 0 O N 0 0 0 f/1 O as 9m z 0 0 0 a 0 0 n 20 MULLION LOAD CHART ANO-10R LOAD CHART ANCHORS TYPE C xc e(Z\1 25 30 35 40 45 50 55 60 65 70 4 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. 2' x6'x1/8" ALUM. NO 0T6IL 09X4 H FLORIDA BUILDING CODE 75 80 PRODUCT C ^NTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE E ACCEPTANCE NO.14 c1 3• MULLION; LOAD CHART 20 30 40 SO 60 715 B0 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TUBE 20 30 40 BEI 60 711 PROVED AS COMPS tainallinvIDTH - INCHES 19 ctl BIZI C 0 5 0 J E-- O (1) • 0 W 1- co 00 C2 I Z —i rn Z Z L ` - t:D 0 (/) OmLc) Q O J ( 1 0 9 3 drawing no. M95 -04A sheet 2 of 3 • L500 MIN ANCHORS TYPE 'A' 1 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8" ALUM ANGLE MUWON MUWON L500 1� 2 X 2 X 1/8' ALUM ANGLE 2 -5/8" LONG PRECAST CONC. SILL 1.500 MAX 2 X 2 X 1/8" ALUM ANGLE d'. 4 $ 14 S.M.S. 1 -1/4" MIN. EMBED INTO WOOD 1/ ANGLE 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO `MISS MARBLE SILL OR TRIM •. • • e • 4 . • • ' 3/16 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE WOOD BUCKS NOT BY LAWSON MUST SUSTAIN LOADS IMPOSED. $ 14 S.M.S. 1 -1/4" MIN. EMBED *INTO WOOD . 1/ ANGLE 14 S.M.S. 2/ ANGLE 2 X 3 X 1/8' ALUM ANGLE 1" WIDE 0 EACH SIDE OF MUWON ALTERNATE TO ANCHOR TYPE 'A' APPUCABLE AT TOP OR BOTTOM OF MUWON # 14 S.M.S. 2/ ANGLE 4 3/16 X 1 -3/4" TAPCON 1/ ANGLE 1.250 it MIN 1.250 MIN MULUON 2.000 — MIN 5 2 X 2 x 1/8' ALUM ANGLE t 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE— t 2 -5/8" LONG fI likW x.1111:111111114.: 11•• 1.500 MAX ANCHORS TYPE 'B' 4 C• • a• d'. 4• 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD ' 2/ ANGLE 2.000 MIN 1 2 X 2 X 1/8" ALUM ANGLE' 1 -1/2" LONG >I 14 F.H. S.M.S. _ 2/ ANGLE TUBE MUWON DETAIL 'A' MUWON 3.000 MW k 1 1 1 1la1'111■iltttlilN - 111N111 • 1 111./.1111111ito∎ .i: .:C1111•• TUBE MUWON 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 3/ ANGLE MUWON - r # 14 F.H. S.M.S. 2/ ANGLE ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG � 1/4' 0 TAPCON 1 -1/4" MIN. EMBED 2/ ANGLE 4 . • • CONCRETE OR CONC. FILLED BLOCKS d • d . O MMMERl immlioaw l nlln p . d• rias COMPLYING WITH THE SOUTH FLOIIDA BUILDING CODE DATF '1?9 -1 L 2S 19. BY PRODU C YTROL DIV :S.Oa BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 3.000 MIN Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE is 16557 1 71999 Z 0 J -J c 0 0 rn ( ) 0 0 0 C I. drawing no. M95 -04A sheet 3 of .3 Miami Shores Village, Fla. OWNER I ADDRESS INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHONE NO. 4 D INSPECTOR - %/1 jl'/ DATE 5 />"---. 61/ ri, • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE 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 i.ICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Lawson Industries, Inc. 7030 N.W. 37 Court Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series S11-7500 Aluminum Single Himg IVindory under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b Applicant, along with Drawing No. 97 -481, Sheets 1 thru 7 of 7. lias been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance • reserve:; the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South:Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0126.03 Expires:12 /10/01 TIIIS IS THE COVERSI -IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTCE • This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /10/98 Internet mail address: poslmaster buildingcodeonline.com nomepitge: httpa /w'ww•buildingc Raul Rodl Product Control Supervisor s anger, Director Building Code Compliance De; Metropolitan Dade County Lawson Industries, Inc. NO'T'ICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This, approves an aluminum single hung window as described in Section 2 of this Notice o; Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fo: Miami -Dade County, for the locations where the pressure requirements, as determined by SFI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the drawings. 2. PRODUCT DESCRIPTION 'r 2.1 The SI-I -7500 Series, Aluminum Single flung Window and its components shall be constructed it strict compliance with the following documents: Drawing No 97 -481, titled "Series SH -7500 Single I-lung Window, Sheets 1 through 7 of 7, dated 01/05/98, with revision 114 dated 11/13/98, signet and sealed by V. J. Knezevich , P.E., bearing the Miami -Dade County Product Control approva stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Produc' Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION I' 4.1 The aluminum single hung window and its components shaltib9 in strict compliance with the approved drawings. ;<`l . 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. :i. 2 ACCEPTANCE No.: 98- 0126.03 APPROVED EXPIRES DEC 1 0 2001 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturet's.nairie or logo, city, Siate and following statement: Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS , 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance ice of 6.1.2 Duplicate copies of the approved drawings, iasonents se he p opos d� Acceptance, clearly marked to show the co components Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation.of this system. Perez, P.E. Product �itrol Exariiine ontrol Division DEC 1 0 1998 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 98- 0126.03 APPROVED DEC 1 0 1998 EXPIRES • DEC 1 0 2001 STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after rene has been fi led and the original submitted documentation, including test supporting data,.engttii ertrig documents, are no older than tight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted.by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: • a) Unsatisfactory performance of this product or process. • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 4� .1.1641, 6. The Notice of Acceptance number preceded by the words Mianii -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature: If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. • f anon and removal of • 8. Failure to comply with any section of this Acceptance shall be cause Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this.la .age 3. Manue Perez, P.E. Product Cfaol Examiner Product Control Division END OF THIS ACCEPTANCE BILL OF MATERIALS ITEM or PART r l RECD. DESCRIPTION I REMARKS 1 1 -7501 1 ii i FLANGE FRAME HEAD 2 1 -7502 1 FLANGE FRAME SILL 3 1-1501. 1 2 FLANGE FRAME JAMB 4 1 -7519 1 1 I FIN FRAME MEAD 5 1 -7520 I 1 Fet FRAME SLl 6 1 L -7521 1 2 1 FIN FRAME J•M8 1 I 1 -7503 1 1 FRAME FIXED RAIL - STD. L -7505 1 1 { VENT 70P RAIL - STD. 1 9 1 -7500 1 I FRAME FIXED RAIL - M.O. 1 10 L -7509 1 1 I VENT TOP RAL - M.D. 11 1 -7506 1 1 1 VENT 3077001 RAIL - 7 - 1 VENT JAMB RAIL 12 1 -7507 r 13 1 -7515 IA5 PE0'0. GLJ.2•0 BEAD (V8') ROLL FORMED ALUMINUM 1L 1 -7516 LAS RE0•0. 0LA2PG BEAD l 3/16' I ROIL FORMED ALUMINUM 75 F5 -006 1AS RE01). FRAME ASSEMBLY SCREWS .8 • 3 /L" P.H. PHILLIPS 16 r5 -019 AS 9E0'0. NSTALLA710N SCREWS l •10 • 1' PHILLIPS 17 , :S -014 A5 8E0'0. INSTALLATION SCREWS •10 • 11/4' PHILLIPS 10 I. -7531 IA5 RE0'0.10077OM RAE VINYL WTS'P 1/4' DIA. BULB 19 PW5 -003 LAS RE0'0. )P SEAL WEATHER -STRIP .187'x.210' 17820-6001-91 70 PW5 -005 1AS REO'0.1. N SEAL WEATHER. STRIP) .187 (7834 - 6001 -71 21 PW5 -009 IA5 REO'0.)FN SEAL WEATHER- STRIP1 .117 )7930- 6001.91 22 1 -7512 A5 RE0'0.1 EXTERIOR FALSE MUNTIM 23 L -7513 AS RE0'0.I INTERIOR FALSE MUHTN 24 1 -7574 AS RE012.1 SASH FACE GI10E (2 • VENT JAMB RAIL) 25 L -723 1 1 SASH TOP GUIDE / CAM 26 1 -7526 7 1 565,1070P 27 L -1521 1 2 /BLOCK J. TACKLE BALANCE 28 1 -7522 IA5 RE13'0.1 VENT LATCH 29 1 -7523 AS RE0'0.1 VENT LATCH SPRING 30 Gl•Cnl -1 - 1 GLASS CHART in 31 ScrCM.l 1 - 1 SCREEN CHART 32 1 -754 1 1 1 PRODUCT 16801 1 1 DESCRIPTION OF PRODUCT: 1.1 UNIT TYPF• 5.1.1 FLANGE FRAME ALUMINUM SINGLE HUNG WINDOW 1.1.2 FIN FRAME ALUMINUM SINGLE HUNG WINDOW 1.2 t100EL DESIGNATION SERIES. 511 -1500 )FLANGE OR PIN FRAME) 1.3 QVERALLSI7.5: (LARGEST TESTED UNITS) 1.3.1 FLANGE, 53 1/8' vIde • 74 1/4 high • 1 7 /8 "O••o 1.3.2 FIN: 5 3/8' wide • 75 1/7" high • 1 7/8' peep 1.4 CONFIGURATION: 0/X 1 NO 1 517E QF VENTSILARGEST TESTED UNITS) 1.5.1 FLANGE: 50 3/8" wipe • 36 3/4' hip 1.5.2 FIN, 50 3 /e' via* • 36 3/4 high 2 MATERIAL CHARACTERISTICS: 2.1 FRAME AND VENT MATERIAL:ALUMINUM ALLOY 6063 -75 L 76 (••• •p. cific.i tevslon typ•). 2.2 GLAZ)NQ; 2.2.1 9101.1(60. • • 2.8.1 2.0.2 INTERIOR MUNTIN: SOLID 6063 -75 1125" high • .032" typ. wall IOWG. •L -7513) 2.9 REINFORCEMENT: NONE 2.10 PADS, NONE 2.12 SEALANTS, FRAME CORNERS. FRAME SILL INSTALLATION SCREWS AND FIXED MEETING RAIL AT ENDS WERE SEALED W1114 COLORED SEALANT "PURVIS SUPER SEAL" 2.11 ADDITIONAL DESCRIPTION, LAWSON INDUSTRIES IDENTIFKATION LABEL IN FRAME MEAD. GLAZING MATERIAL: 3/16" ANNEALED GLASS 1LAB. N. 1890. 1891, L 18921 OS8 ANNEALED GLASS )LAB. No. 1893, 1894, L 18951 2.2.2 GLAZING 11071100. EXTERIOR GLAZED USING A CLEAR COLORED A0900S)VE - SILICONE" BEDDING COMPOUND 10.0.1001) AND ALUMINUM ROLLED GLAZING 5E60. 2.2.3 DAYLIGHT OPENING SIZE: (LARGEST TESTED UNITS) FIXED LIGHT: 48 7/8' will. • 33 3/4" high (FLANGE OR FIN FRAME/ OPERABLE VENT: 48 7 /8' will• • 33 3/4" high (FLANGE OR FIN FRAME) - ._,._ w _ - , - 2.3 .)RAMF CONSTRUCT)OM. ALL ALUMINUM SECTIONS 10.062" typ. wall). BUTT JOINT. FRAME CORNERS ARE SECURED WITH TWD 00 • 3/4" SHEET METAL SCREWS. Frtr,ulnn 100.: Atom Alto*" J7lmenal0n. • 2.3.1 FLANGE MEAD: SOLID 6063 -75 0.749" •.t. taco, x 0.687" int. face • 1.875" d••0 (DWG. 0L -75011 SOLID 6063 -15 0.749 •xt. face. • 0.687" int. fac• • 1.815' duo (DWG. 01,75191 2.3.2 FLANGE JAMBS: SOLID 6063 -75 1.688" ••t. face. • 1.125" int. f•c• • 1.875" deep ,DWG. 91 -7504) FIN JAMBS, SOLID 6063 -75 1.157" ••t. f ac.. • 1.125 int. fac• • 1.875 deep (DWG. *1 -75211 2.3.3 FLANGE SILL: S 6063 -16 0.687 ••t. face. • 2.299" int. f•c• • 1.075" deep (DWG. 01 -7502) FIN SILL: SOLID 6063 -75 0.137" ••t. fac., x 2.299" int. face • 1.675" 0••P (DWG. ML -7520) 2.3.4 MEETING RAIL STD.,HOLLOW 6063 -76 1.094" •Kt. lace. • 1.594' int. tic. • 0.780" deep 10W5. 01 -7503) 2.3.4 MEETING RAIL HD.. HOLLOW 6063 -76 1.094' ext. f•ce. • 1.594" int. fac. • 0.760 da•p (DWG. 81 -1508) 2 4 VENT rON5TR17C'.ION, ALL ALUMINUM SECTIONS 10.062" typ. want. BUTT .101NT. TOP AND 8077011 VENT CORNERS ARE SECURED WITH TWO *9 • 3/4" SHEET METAL SCREWS. e ctr•inn Trnr fawn AlIOT: 01mem)Onv ELEVATION FLANGE FRAME S.H. WINDOW 70 2.4.1 TOP RAIL STD.: HOLLOW 6063 -26 1.000" •.t. face. x 1.438" Int. f••• • 0.718" deep (DWG. 01 -7505) TOP RAIL HD.: HOLLOW 6063 -76 1.000" ext. face, • 1.438" Int. fac• • 0.718 4.81p (DWG. 81 -7509) 2.4.2 BOTTOM RAIL: HOLLOW 6063 -T6 1.000" ••t. f•c•. • 1.500" Int. I•c• • 0.716" deep )DWG. 01_7506) 2.4.3 JAMB RAIL: SOLID 6063 -76 0.322" ••t. face, • 1.000" Int. fac• • 0.718" deep (DWG. 01 -7507) 2.S WEATHER - STRIPPING: Ownllrr 5.•c'i0tiom Location 2.5.1 Single Row 0.180' w,d• • .326 high VINYL BULB AT VENT BOTTOM RAIL 2.5.2 Single Row 0.787' wlo• • .350" high PILE WITH INTEGRAL PLASTIC FIN AT FRAME SILL 2.5.3 Single Row 0.187' w10• • .210" high PILE WITH INTEGRAL PLASTIC FIN AT EACH VENT IAMB RAIL 2.5.4 SMgm• Row 0.197 w10• • .310" high PILE WITH INTEGRAL PLASTIC FIN AT FIXED MEETING) RAIL 2 6 MARt)W ARF' Oita[/It, Descrintlon: I oratlnn: 2.6.1 TWO SPRING L PULLEY BALANCE - JW Como. 1 AT EACH PRAMS JAMB 2.6.2 TWO SPRING LOADED ALUMINUM HOOK LOCK / 2 A7 EA. ENO OF BOTTOM RAIL ONE SPRING LOADED ALUMINUM HOOK LOCK 1 AT CENTER OF BOTTOM RAIL 2.6.3 FOUR PLASTIC VENT INTERIOR FACE GUIDE - MLM Plastics 2 PER VENT JAMB RAIL 2.6.4 TWO STEEL TAKE -OUT BALANCE CLIP - 1W Comp. 1 AT EACH FRAME JAMB 2.6.5 TWO BALANCE GUIDE 1 CAM - MLM Plastics 1 AT EACH ENO OF VENT TOP RAIL 2.6.6 TWO PVC "U SHAPE VENT STOP - "WIBORG" Vinyl Co. 1 AT TOP OF EACH FRAME JAMB 2.7 WEEP MOLE 5, Du•n•Ity D.xcriotlon Leratlon1 2.7.7 TWO r WEEP NOTCH ONE AT EACH END OF 5111. SCREEN RETAINER AT 2.7.2 TWO 1" • 1/8' WEEP 41010 INTERMEDIATE SILL FLANGE. 3 1/2" C.L. FROM EA. END 2.0 MUNTINS: NONE USED AT 7E57 (ONLY FALSE. DECORATIVE MUNTINS ARE ALLOWED) e •tnl•Inn T*Or• , ll,m Minx; Dimensions: EXTERIOR FIUNTIP•: HOLLOW 6063 -75 0.420" wide x 1125" high • .045" type wall IOWG. 01 -7572) SINGLE HUNG WINDOW TEST UNIT PERFORMANCE SUMMARY BASED ON FTL- 1896 7E51 SIZE • 53 1/8 1* 74 1/4' - FLANGE 11 OVER 11 TEST LOADS • .9a 7 PSF 121 •0. DUCK.) DESIGN LOADS • -63 0. -43.0 PSF WATER INFILTRATION TEST • 95 959 . - TESTED GLASS • 1 116'- ANNFAI FP MAX. JAMB SCREW SPACING • 15.3/1 L 17 -3/4" (REF. DRAWING e• 97 -481, 2 OF 7) BASED ON FTL -1852 TEST SIZE • 53 v9' • 74 1 /4' - FLANGE 11 OVER 11 TEST LOADS • .61.5. -61.5 PSF 12. W0. BUCK DESIGN L1*A0S • .•5.0, -45.0 159 TESTED CLASS • 1 /16"- ANNLAI MAX. IAMB SCREW SPACING . 15 -3/4' L 11.3/4" - (REF. DRAWING r 97 -481, 4 OF Tl • - _ BASED ON F71 -1893 TEST SIZE • 53 vs' • 63' - FLANGE It OvEP 11 TEST LOADS • -67.0. -62.0 PSF 11• OR 2. WD. BUCKI DESIGN LOADS -41.3 -a 1.3 951 TESTED CLASS • 05C- ANNEALE2 MAX. JA.-18 SCREW SPACING • 15" 4 13' (REF. DRAWING 0 97.681. 5 OF 7) BASED ON FTL -1805 TEST SIZE • 37' • 74. 1/4' - FLANGE It OVER 11 • 7E57 }DADS • .77.0. -77 0 PSF 11. OR 2. W0 BUCK./ OES LOADS • .51.3. -51.3 Psr TESTED GLASS ..S9- •NNFAI Fit MAX. lane 059(w SPACING • 17 -3/4' 4 15-3/4 - (9E9. DRAWING r 97 -481. 8 OF 7) 3w.. o z 045 •- 6910100 WIDTH J :i :i J ELEVATION FN FRAME 5.69. WINDOW SINGLE HUNG WINDOW TEST UNIT PERFORMANCE SUMMARY BASED ON FT.-1891 TEST SIZE • SA 119' 115 1 /2" - NN 11 OVER 11 TEST LOADS • .94.5..94.5 PSF 121 w0. SUCK 1 0051661 10•05 • .630. -93.0 958 W•TEN INFILTRATION TEST • 1.5 PSF TESTED OLA55 • 1 /16'- ANNFAI 9n MAX..AM8 SCREW SPACING • 15 -3/4' 116 -3 /4' - (REF. t1RAWIN0 0 97.481. 3 OF 7) • BABEL ON F'TL -189 TEST 11120 • 54 1 /4' • 64 - FN 11 OVER 11 TEST 6.0655 •62.0. -62.0 PSF 12. W0. BUCK.) DEVDEVON LOAD • -41.3. -4.131•59 TESTED 0LAS5 • 058 -ANN ALFD MAX..AMS SCREW SPACING • 13' L l4 -7/8" (REF. C R• • 97-481. 7 OF 7) J40155, 1. Ne. L -7500 St RIES DRAWINGS ON FILE WIT• LA69SON AND KNE2EVI :N L ASSOCIATES. INC. 2. ALL TESTING WAS PERFORMED AT FENESTRATION TESTING LABORATCRI 19111 MIALEAH. FL. • INDEX WINDOW DEECR1PT10N 3/16' GLASS /FL•HOE FRAME /MD RAIL 3/16' GLASS / FN FRAME /HD RAIL 3/16 GLASS /FLANGE PRAMS /STD RAIL 05B GLASS /FLANGE FRAME /STO RAIL OS8 GLASS/FLANGE FRAME /.STD RAIL OSB GLASS /F N FRAME /STD RAIL - APPROVED AS :OMPLYING WwTH THE SOUTH FLORIDA BUILDING CODE� DA BY n�YLCP ' %A PRODUC1QNTIDE DIVISION CJ BUILDING COD: COMPLIANCE OFFICE ACCEPTANCE NU - 0 PAGE No. 2 3 5 V.J. KNEZ.Fr4 C7 FR09E15•0•01 (t.3 ER • 1 FL Li *•'Ne PE 0010963 111/•S /•• - •c•■ 1Sewn 61 NLLP LTC') IR•• by I eeeeee •r 97-481 K .749' 4 15) 1 IIrfr1APJLWR► Si. 14 :. .37S" GLAZING DEPTH (BITE) WINDOW WIDTH , 19 - -2: (P.T.I LEAR ADHESIVE WOOD BUCK BEDDING COMPOUND i I I SHIM (TYP.) 4 1.125 - 7" l A � 66 c j = T- l \ � �•1 1LM.Y1lY11tlIW16YNY � �! 1.875 CLEAR ADHESIVE I 3/16 -ANN. 1 1 BEDDING COMPOUND ) / GLASS - -- J .375 GLAZING I DEPTH (BITE) .607" 1 -7 / B" MIN. EDGE 0)ST. 3/16 "• TAPCONS 6 FROM CORNERS 1 • 10 S.M.S. 1Y MIN. WOOD EMBED ot 4" FROM CORNERS 03 MIDPOINT 21) ) �Y 110, I HEAVY DUTY MEETING RAIL 2.299 1 SILL 'HEIGHT ( 2 ) i . 0 • 1-3/4 - EMBED. • 1.4 313" •.•-• (28) * 10 S.M.S. 114" MIN. WOOD EMBED TO 6" FROM CORNERS 2 : (P.T.) WOOD BUC)4 -' NOTES: 1. THIS WINDOW SYSTEM I5 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 1996 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE ( S.F.B.C.) CHAPTER 4. CHAPTER 23. CHAPTER 35. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 2. 2 x WOOD BUCKS SHALL BE INSTALLED (NOT BY LAWSON IND.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1996 S.F.B.C. 3. ANCHOR DESCRIBED IN TH(5 LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED'SEPARATELY. 4. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO 85 ENGINEERED ON A SITE SPECIFIC BASIS. • ID S.M.S. 134 MIN. WOOD EMBED AS SHOWN ON ELEVATION 1.688 ALTERNATE SILL •• 3/16 -ANN. GLASS • 28: (2• .-1/6 MAX. 1 SHIM 2. IP.7.) WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS • 1/4 SHIM nwx 3/16- ANNEALED GLASS -HD RAIL WINDOW COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS WIDTH -t5' 19 -1 /6 26 -t /2 17 53 -I /6 19 -1/6 26 -1/2 37 53 -1/1 35 -3/6 (51 19_1/0 26 -1/2 37 53 -1/1 19 -1/1 26 -1/2 37 53 -1/5 19 -1/1 26 -1/2 37 53 -1 /5 19 -1/1 26 -1/2 17 53 -1/1 NE` GH7 s. 26 (3) 30 -5/1 (5) 56 (6) 63 IT/ 741/4 (71 DESIGN LOAD CAPACITY - PSF POSITIVE 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 6 5.3 63.3 63.3 63.3 63.3 61.3 63.3 63.3 63.3 63.3 63.3 59.6 NEGATIVE 220.7 159.3 114.1 79.4 249.2 179.5 126.5 69.7 166.9 136.3 97.6 66.0 63.3 I 204.9 63.3 I 1/.7.9 63.3 1 105.9 63.3 I 73.5 212.5 153.4 105.7 65.7 150 3 130.1 16.6 59.6 N0. IN PARENTHESIS INDICATES N0. OF ANCHORS PER JAMS 71 7o x r- 114" MIN. WOOD EMBED (SEE SCHEDULE BELOW=:. FOR NUMBER OF ANCHORS) 4 .1 v -- 2: (P.T.) '000 BUCK • oo 3 = 3/16" ANNEALED GLASS FLANGE -FRAME . 2x WOOD BUCK HEAVY DUTY RAIL TEST UNIT PERFORMANCE SUMMARY A N.T.£. 22 -9/16" C W IN•3OW W1rITH 4 MAX (TYP [ ELEVATION FLANGE .ROME SINGLE HUNG WINDOW APPROVED AS I.'OMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT�•cPr�• BY i.i /.. / PRODU I DIV(S.ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NC. Cis - 01 403 REFERENCE: FTL -1890 12 -8 -97 TEST SIZE: 'S3 -1 /8" X 74.-1/4" TEST LOADS: . -94.5. -94.5 PSF DESIGN LOADS: - 63.0. - 63.0 PSF WATER INFILTRA rION TEST: 9.5 PSF TESTED GLASS: 3/16" ANNEALED =` MAX. JAMB SCREW SPACING: 15 -3/ b 17-3•7!:: NON - IMPACT RESISTANT -- - r o 02 O - 3-7/4- ITYP.) Y.1 0. W N v p } W 0 < 1- O 1 o .675", • 791 O •v O W 0 W I X W . -'0 _ T 1a � W I I _ 4' (TYP.I 6 MAX. (TYP.) N • : , I J)gl-!Z :.,., 1 V.J. KEZE PROFESSIONAL H / � 14.910(9: FL //. as No: i PE , 01P 963 97 -481 8 1998 01 /a9 / er• n ...if tat II`` JI !I V>t • 3/16"-ANN. GLAS .37S" GLAZING DEPTH (BITE) 1.094" as 10 S.M.S. 139" MIN. wOOD EMBED eD 5-1/2 FROM CORNERS 3. (33 MIDPOINT 601 _ 5 1/2" FROM CORNERS 1. ell MIDPOINT 1 .687 i WOOD BUCK -2 x IP.T.) CLEAR ADHESIVE BEDDING COMPOUND HEAVY DUTY MEETING RAIL 2299 SILL HEIGHT r s v m z. MAX. 1;:i (P.T.) W000 BUCK .187" LEi t 75 1.825" NOTES: 1. THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE IS.F.B.C.1 CHAPTER 4. CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 2. 2 x WOOD BUCKS SHALL BE INSTALLED NOT BY LAWSON IND.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.F.B.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. L. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BA.S1S. 1.125" 2 x P.T.) WOOD BUCK CLEAR -AomESivE BEDDING COMPOUND -7 -3/16"-ANN. • GLASS .12 375" GLAZING DEPTH (BITE) WINDOW wiDTH * 10 S.M.S. / 1 Y," W000 EMBED Cla S-1/2" FROM CORNERS 5. (19 MIDPOINT 13, LOADS 1/4 S1404 • ; Fr, • D 3/1Er-ANNEALED GLASS-HD RAIL WINDOW COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS veloT11 HEIGHT •4.4s! 19-1/5 26-1/2 37 53-1/8 26 131 11-1/8 26-1/2 31 53-1/8 19-1/5 26-1/2 37 53-1/13 19-1/1 26-1/2 37 53-1/8 11-1/5 26-1/2 37 33-1/8 11-1/8 26-1/2 37 53-1/8 35-3/8 50-5/6 151 56 16/ 63 (72 74-1/L 17) DESIGN LOAD CAPACITY - PSF POSITIVE 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 63.3 316.1 208.0 136.0 51.8 63.3 63.3 63.3 63.3 283.4 166.4 125.2 76.5 63.3 63.3 63.3 63.3 61.3 63.3 63.3 61.1. NEGATIVE 510.0 322.4 211.4 135.3 428.7 255.4 159.4 100.4 249.7 164.2 110.3 71.2 209.6 137./ 12.3 61.6. NO. IN PARENT KESIS INDICATES NO. OF ANE/10153. PER JAMB * 10 S.M.S. 15c." 'MIN. WOOD' EMBED SEE -BELOW FOR 004140R SPACING 0 .7: 3= 3/16" ANNEALED GLASS FIN FRAME 2x WOOD BUCK HEAVY DUTY RAIL TEST UNIT PERFORMANCE SUMMARY REFERENCE: FTL-1891 12-11-97 TEST SIZE: 54-1/8 X 75-1/2" TEST LOADS: 494.5 . -94.5 D(S)GN LOADS: - -83.0. PSF WATER INFILTRATION TEST: PSF TESTED GLASS: 3/16 ED MAX. JAMS SCREW SPACING: 1i L18 NON-IMPACT RESISTANT N.T.E. I 20-9/16" ITYP.) ( A WINDOW WIDTH 6 MAX. ITYP.) B ELEVATION FIN FRAME SINGLE HUNG WINDOW APPROVED AS MIMING Witt THE SOUTH FLORIDA BUILDING CODE DATr ceed/theA s 9 B 17/IPME BY PRODUC C ROI DIV'S'ON D'N; C1 NCE OFFICE AECEPIANDE NU. 0-0(0 ' E ( p":1" • • cD v, O. • tn D ' •_, 0 0 ' z 03 In - 46 1 ti •• 7 0 ITYP.) r --- - r 6-1/2" MAX. (TYP.) a. -, •.S. .10. 1 • ; f..6 1 ; 3 • 8 : 1 I -,- 0 z • 0 - ; E:c2 1 r Li w D• • EF : !'iliiiiiiThilliiiiilliiiii 1.1 1 1 ; 9 1 : i\ i l i! .: 6 1 ! : . :• : :, '1'.--.11.1.--1-111111111111.11.1' 1.1.1 • N c P6 ” ' ; ` , V -^.-_ 4 . • 1 8 ) M 1 CONEER; .' i --1:1111 CrS:f 1 8 - 19_9-G I:. .._."• I_ ,... 01/06/9 , •■ =, .. ...NI.' dat•nn 67 . SIZE ' or I " V s•••629 n•. 97-481 1 : (P.T.1 W000 BUCK 17 B. • 3/16 • TA•CONS La 6" FROM CORNERS 1 -7/6" MIN EDGE D I S T 1 1. (8 MIDPOINT 0.687" S ^ ; 91 MIN. EMBED. 1 %- EMBED. 19 14 1.688" - .375- GLAZING DEPTH IB!TEI WINDOW WIDTH - 1Y. MIN _1/4' MAX. SHIM 1.1 • .749" .687" ii�� mmaRwwnmulumwlRl A .;z, ' 11 1 CLEAR ADHESIVE 1 IK" 11.675 I 1 ' - r184 ' 3/16" -ANN. ) ' BEDDING COMPOUND EMBED. TYP. GLASS 7 V .375 GLAZING DEPTH MITE, 1 438" STANDARD MEETING RAIL 28 2.299" • SILL ••-• 'HEIGHT 2. 1 IP T WOOD BUCK - 3/16" • T APCONS 6" FROM CORNERS 1. (P.7.) W000 BUCK - 3/16" • TAPCON CLEAR ADHESIVE BEDDING COMPOUND- -- EMBED. (TYP.) :)6 NOTES: 1. THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY wITM THE REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE IS.F.B.C.) CHAPTER 4, CHAPTER 23, CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON TH)S DRAWING. 2. 1 o WOOD BUCKS SMALL BE INSTALLED (NOT BY LAWSON IND.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.F.B.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4. ANCHOR CONDITIONS NOT DESCRIBED 1N THIS DRAWING ARE TO BE ENG)NEERED ON A SITE SPECIFIC BASIS. 1 8: • 20) 1 1R ".F11N. 1 1/78" MIN. EDGE D)ST. _ _L 1 1.87 5 EM8E0. ALTERNATE SILL - 3/16" -•NN. GLASS '12 2 E' 1/4 MAX. SHIM 1: IP T.) WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS - 1/4 SHIM MAX -- 2 7' - 3/16 " - O TAPCON (SEE SCHEDULE BELOW. • FOR NUMBER OF ANCHORS] • 001800. ' 13/16- ANNEALED GLASS -STD RAIL WINDOW COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS WIDTH I HEIGHT 26 13) 30 -3/6 151 26 -1/7 31 53 -1 /6 19 -1 /6 26 -1/7 31 53 -t/6 56 161 19 -1/6 26 -1/7 37 .... 53 -1/0 63 1 ?1 DESIGN LOAD CAPACITY - PSF POSITIVE 63.3 63 3 63.3 63.3 NEGATIVE H.L.4 104.2 7L 6 52.0 163.0 117 (14.3 50.7 50 -5/0 15) 63.3 63.3 63.3 La L 123.6 69.2 63.9 L 4.5 63.3 63.3 63.3 57.6 134.) 96.6 69.3 8.6.3 63.3 63.3 63.3 49.0 139.0 100.3 71.9 L9.0 19 -1 /0 26 -1/2 37 .; .. 53 -1/6 74_1/6 171 63.3 63.3 63.3 L5.0 110.0 15.1 61.0 L2.5 NO. IN PARENTHESIS INDICATES N0. OF ANCHORS PER IAMB 6: • 7- 0 o = 0)2 3/16" ANNEALED GLASS FLANGE FRAME ' 1x WOOD BUCK STANDARD RAIL TEST UNIT PERFORMANCE SUMMARY REFERENCE: FTL -1892 12 -8 -97 TEST SIZE: 53 - 7 /B" X 74 - 1/4" - . TEST LOADS- -67.5. -67.5 PSF . DESIGN LOADS: .45.0, -45.0 PSF TESTED GLASS: '3 /16 "- ANNEALED MAX. JAMB SCREW SPACING. 15 -3/4" a 17 -3/4 NON- IMPACT RESISTANT 22- 0 /16 . ' A N.T.E. - _ WINDOW --_- -- _ WIDTH 4" MAX-.-6- (TYP.1 ELEVA TION FLANGE FRAME SINGLE HUNK WINDOW APPROVED )S COMPLYING WTH THE SOUT)I,FLOR'DA BUILDING CODE DATE 0QC21 LC -io qC 55 PRODU T�Ett1ROL DIVISION 81)11D1NG CODE COMPLIANCE JJOETICE ACCEPTANCE ND. - 3 - ( TYP.) D Q O O .675" - •mT 10 V• !a :N V x O 1 l I (TYP.) ti - 6 MAX. ]TYP.) •- 2 v. /. KNE2Er EN P RO"E S 5100 A1/f M •W wE E R FL L /M1 // • No I PE ?,0 •983 no.,■ 1.12E •1 9/1 01 . -on 97 -481 738 01/99/ • +n DSB-3mm- ANNEALED GLASS -STD RAIL WINDOW COMPARATFVE ANALYSIS CHART • WINDOW I DESIGN LOAD CAPACITY DIMENSIONS WOOD SCREWS 1 - PSF TAPCONS WIDTH .w[.[s, HEIGHT +1.[s, QTY. OF POSITIVE NEGATIVE SCREWS 1 QTY. OF SCREWS POSITIVE NEGATIVE 19 -1/6 26 -1/2 37 53 -1/1 26 13) 63.3 63.3 63.3 63.3 211.1 155.1 113.2 76.1 131 0000....... 63.3 63.3 63.3 56.6 166.4 0000 74.6 52.0 19 -1/5 26-7/2 ••••- ........ 37 53 -1/6 36 -3/5 I 15) 63.3 63.3 63.3 56.3 212.6 166.3 •• 92.5 55.3 15) 63.3 63.3 63.3 55.3 763.0 117.7 64.3 513.3 • 19-7/8 26 -1/2 - 37 .. 33 -1 /e 50 -5/8 63.3 63.3 (S) 63.3 67.3 157.6 107.0 73.5 47.5 IS) 63.3 63.3 43.3 3.7.5 123.6 09.2 63.9 66.5 19 -1/6 26 -1/2 37 53 -1 /5 56 16) 63.3 63.3 .. .............- 63.3 66.4 _ 96.2 66.0 44.6 161 63.3 63.3 63.3 64.6 134.1 96.2 66.0 64.4 19 -1/6 26 -1/2 37 53 -1/6 63 l7) 63.3 63.3 513.3 39.4 125.3 84.9 50.3 39.1. 171 63.3 63.3 63.3 39.4 125.3 64.9 56.3 30.6 19 -1/13 26 -1/2 37 76 -1/6 // /. / ' / / /' %: r.:.. / ',71.`:^;/'//'''': , i . ' / , ^ • 3 0 0 3 .749 Fan 13) FL J 2. CLEAR ADHESIVE 1/8" -ANN. _1' BEDDING COMPOUND GLASS 1 1 .375" GLAZING DEPTH (BITE) 1.094 / 7-7/8" MIN EDGE DIST. 3/16'0 TAPCONS (p 6" FROM CORNERS ;21) tl 1D S.M.S. 1X' MIN. 14'000 EMBED QS 4 FROM CORNERS J. CI M1DP01N7 - EMBED. 1.438 - STANDARD MEETING RAIL (28 2.299' SILL HEIGHT �1 \ ` 17) .4 :,,p!lt:::-- „e 6 1.875" 1.688" 19 �t3 .375 GLAZING DEPTH )BITE) WINDOW WIDTH -2 z WOOD BUCK 1/4' MAX. SHIM .749 2 z (P.T.) WOOD BUCK / 2 x (P.T.) WOOD BUCK 0 10 S.M.S. 4 7Y, MIN. W000 EMBED Q6 6 FROM CORNERS 1.875 MUST SUSTAIN IMPOSED M 10 S.M.S. LOADS 3/4 MIN. WOOD EMBED - 1/B -ANN. AS SHOWN ON ELEVATION I GLASS CLEAR ADHESIVE 1/4 SHIM BEDDING COMPOUND- MAX. -1 EMBED. / (TYP.) • 1.125" • i / ' L 12! 3 27) .- 3/16" C TAPCON HEDULE. BELOW I '� __. /SEE SC .FOR:NUMBER OF ANCHORS/' a %•*11U11MRB611610 , ' ilia 17101161114 L NOTES: 1. THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 1994. DAOE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE IS.F.B.C.) CHAPTER 4. CHAPTER 23, CHAPTER 35. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 2. 1 x OR 2 x WOOD BUCKS SHALL BE INSTALLED (N0T BY LAWSON IND.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.F,B.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. 3 /16' 1 % TAPCON y - . IP.T.I WOOD BUCK _ 1 /4 MAX. SHIM .687 CLEAR ADHESIVE BEDDING COMPOUND 2 ALTERNATE HEADER & SILL 1/4 MAX. SHIM 177" EMBED. N0. IN PARENTHESIS INDICATES N0. OF ANCHORS PER JAMB NOT TESTED EMBED. 1 x (P.7.) wOOD BUCK DSB -3mm- ANNEALED GLASS FLANGE FRAME ix OR 2x WOOD BUCK - STANDARD RAIL TEST UNIT PERFORMANCE SUMMARY _ REFERENCE: ' FTL -1893 12 -11 -97 TEST SIZE: • `'53 -1/8" X 63" TEST LOADS. - 62.00, -62.00 PSF DESIGN LOAD;.: - 41.33. -41.33 PSF WATER INFILTRATION TEST: ' 9.5 PSF• TESTED GLASS D5B- 3MM- ANNEALEQ MAX. JAMB SCREW SPACING: 15" 3 13 NON-IMPACT RESISTANT 3. Ox` 00 3' WINDOW WIDTH A` ELEVATION FLANGE FRAME SINGLE HUNG WINDOW APPROVED AS COMPLYING WTH THE SOUTH ROR)DA 8 LDING CODE OATS IQ 199 B'1 PRODUCt CONTROL DIVISION BUILDING CODE C MPLIANC OFFICE ACCEPTANCE NO.Q " 0" • - 3 -1 /4 -1" MAX. (TYP.) (TYP.) I D,; > G r•f ° >�i ' V.J. KNEZFs1 VROFESSIO 0 L E I L 4 (TYP.1 1- 6 MAX. (TYP.) FL LkpnS• No P£Opj x133 0 111 1998 law• 01/05/••• uu1. -10r0•.e I wntl sort_! -r I e ..9 ^1 I 97-481 ER .749` 1/8" -ANN. GLASS .375" GLAZING DEPTH (BITE) 1 - 7/8 - MIN EDGE DIST 3/16•' m TAPCONS (m 6" FROM CORNERS , 121) *10 5.74.5. 1X" MIN. VOOD EMBED 4' FROM CORNERS )1 MIOPOINY 4s) ' 1K" EMBED. .607" . i ( mo t CLEAR ADHESIVE BEDDING COMPOUND STANDARD MEETING RAIL 2.299 - SILL HEIGHT • 1 1 , E00588:00=6/0310 1.688•' 1 13 .375 GLAZING DEPTH I317EI WINDOW WIDTH - 2 s (P.T.) WOOD BUCK 1 /4" MAX. r SHIM .749 - \!4 1(13) M 10 S.M.S. 154" MIN. WOOD EMBED 6" FROM CORNERS 2 : IP.T.) MOOD BUCK 1.875 2 x (P.T.) WOOD BUCK --/ NOTES: 7. THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE t5.F.8.C.) CHAPTER t. CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 2. 1 x OR 2 x WOOD BUCKS SHALL BE INSTALLED (NOT BY LAWSON IND.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.F.B.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER CONDITIONS 70 BE ENGINEERED SEPARATELY. 4. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. 5510 SM.5. 15S" MIN. WOOD EMBED AS SHOWN ON ELEVATION CLEAR ADHESIVE BEDDING COMPOUND - EMBED. ITYP.I / 1.125" + W • ` • WI - 3/76 - m TAPCON x IP.T.) W•OD BUCK 1/4 MAX. SHIM • CLEAR ADHESIVE 2 _ B£OD COMPOUND ( Jy 16, i 1 4. r EMBED. ALTERNATE HEADER & SILL 21 1 1/ MAX. SHIM -1/8"-ANN. GLASS 12; LOADS 1/4 SHIM MAX. • �) 127 . / - 3/16 m TAPCON ✓ ISEE SCHEDULE BELOW • + FOR NUMBER OF ANCHORS) -N I (11;1 „1 1 I 1 N0. IN PARENTHESIS INDICATES NO. OP ANCNORS PER JAMS K" , • 1 EMBED. 1 s (P.7.) w000 BUCK DSB -3mm- ANNEALED G)ASS -STD RAIL WINDOW D(640748)0N5 410711 19 -1/5 26 -1/2 37 077. OF SCREWS 13) POSITIVE 63.3 61.3 63.3 19 -1/6 26 -7/2 37 53 -1 /s 79 -VB 26 -7/2 37 53 -I/6 79 -7/6 26 -7/2 37 53_1/5 19 -1/6 26 -1/2 37 . 53 -1/5 ,19 -1/8 26 -7/2 )7 53 -1 /6 HEIGHT 26 36 -3/6 50 -5 /8 56 63 74 -1 /6 DESIGN LOAD CAPACITY - PSF WOOD SCREWS TAPCONS (5) 161 (7) (7) WINDOW COMPARATIVE ANALYSIS CHART 63.3 ... 63.?... 52.5 NEGATIVE 214.1 125.1 68.6 63.3 63.3 63.3 192.1 106.3 66.6 (5) 63.3 63.3 57.0 187.5 100.3 57.0 63.3 63.3 54.6 203.6 100.6 56. POSITIVE 63.3 .....63.3...... 63.3 I11.0 103.8 52.5 63.3 55.3 513 179.0 119.2 543 077. OF SCREWS 13) 15) 63.3 63.3 63.3 15) 63.3 63.3 57.0 16) 17) 17) 613 63.3 54.6 63.3 63.3 52.5 63.3 63.3 513 NEGATIVE 144.4. 106..2 74.6 163.0 105.3 66.8 123.6 89.I 57.0 134.1 96.6 34.6 1)9.0 100.3 52.5 716.0 85.1 51.3 DSB -3mm- ANNEALED GLASS FLANGE FRAME lx OR 2x'NOOD BUCK STANDARD RAIL _....- TEST UNIT PERFORMANCE SUMMARY REFERENCE: FTL -1895 12 -11 -97 TEST SIZE: .37 X 7 4 -1/1" • TEST LOADS: •77. - 7 7 .0 PSF DESIGN LOADS.: .51.3, - 51.3 PSF WATER INFILTRATION TEST: 9.5 PSF TESTED GLASS: DSB 3MM ANNEALEQ MAX. JAMB SCREW SPACING: 17 -3/4" S. 15 -3/4" (I 2 DO 3 NON - IMPP.CT RESISTANT WINDOW WIDTH 4 MAX. (TYP.) ELEVATION FLANGE FRAME SINGLE HUNG WINDOW APPROVED AS COMPLYING YrTT( THE SOUT�fCRIDA BUILDING CODE DAT /' "•M•• 1 9 BT f/ PROD ONTROL DIVISION BUILDING CODE COMPLIANCE / OFFICE ACCEPTANCE NO - °I 2 . 03 - 3 -1/4 (TYP.) 4 4- 1 (TYP ) I ^--°- 6 MAX. NV 11 8 1998 6.io 1 sat j l ^' i nib. cosign , 97 -481 ^. ( (A 1 /B -ANN. GLASS 375 GLAZING DEPTH IBITE) '.B .201 �� \28) - 4Li�J 2299 SILL HEIGHT 5 ; .1 /1. MAX. SHIM 111mx1x9nm1mw•. • 10 S.M.S. 115 MIN. W000 EMBED P 5 -I/2 FROM CORNERS L ()D MIDPOINT NOTES: ` 211 =:-:6L- _ (a) 5 1/2 FROM CORNERS L MIDPOINT .687" -2 : IP.T.) WOOD BUCK CLEAR AOHEStvE BEDDING COMPOUND STANDARD MEETING RAIL L2 : (P.T.) WOOD BUCK .187 1.875 b uQ II •11) • 1: 1.875' 1. THIS WINDOW SYSTEM I5 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE IS.F.B.C.) CHAPTER 4, CHAPTER 23. CHAPTER 35. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 2. 2 r WOOD BUCKS SMALL BE INSTALLED INOT BY LAWSON IND.) AND ANCHORED 50 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.F.B.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. L. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. Ir. ! WOOD BUCK i 2.250" 1,125 1.187 ( 28'i L 2 . WOOD BUCK CLEAR ADHESIVE BEDDING COMPOUND - -3/16"-ANN. GLASS WINDOW WIDTH , - • 10 S.M.S. IY,•' MIN. WOOD EMBED (a) 5 -1/2" FROM CORNERS L MIDPOINT • .13. •:.-- -.375- GLAZING DEPTH 'BITE) LOADS 1 /L SHIM MAX- D NOT TESTED 3/16'- ANNEALED GLASS -HD RAIL 26 -1/2 37 51 -1/1 H -ve 26 -1/2 3 7 . 53 -1/0 WINDOW COMPARATIVE ANALYSIS CHART WINDOW DESIGN LOAD DIMENSIONS CAPACITY - PSF MIDTN I HEIGHT POSITIVE 19 -1/6 26 -1/2 26 37 l3) 53 -1/e 63.3 63.3 63.3 63.3 H -ve 26 -0/2 37 53 -1/0 19 -1/3 26 -1/2 37 53 -ve 36 -3/8 1 63.3 (5) 50 -5/e 15) 06 16) 63 (7) 63.3 43.3 60.8 L0.6 135.9 39.9 60.8 40.0 19 -1 /e 26 -1/2 76., 16 37 03 -1/1 63.3 63.3 60.6 63.3 63.3 63.3 49.4 63.3 ... 63. . 3 . .. ... 63.3 L6.0 NEGATIVE 306.3 194.6 127.6 03.5 231.3 153.6 96.2 60.6 171.6 113.5 16.7 L9.0 153.9 101.9 66.9 46.0 NO. IN 9•RENTME515 INDICATES NO. OF ANCHORS PEN /AHD DSB -3mm- ANNEALED GLASS FIN FRAME 2x WOOD FUCK STANDARD RAIL « 10 S.M.S. TEST UNIT 1X 19184. W000EMBED SEE SCHEDULE BELOW FOR ANCHOR SPACING PERFORMANCE SUMMARY (TYPE) • L- O 7 3= .REFERENCE: FTL -1894 12 -11 -97 - TEST SIZE: 54 - /4. X 6t TEST LOADS: - 62.00. - 62.00 -PSF DESIGN LOADS: •41.33. -4.1.33 PSF WATER INFILTRATION TEST: 9.4. PSF TESTED GLASS: DSB= 3mm ANNEALEQ MAX. JAMB SCREW SPACING: 13" 3. 1L- 7/8• NON - IMPACT RESISTANT WINDOW WIDTH N. T.E. 20 -5/8•' 'TYP ,) ; ) A. B • C ELEVATION FIN FRAME SINGLE HUNG WINDOW 6 -1/2 ( (YP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILCING CODE DAT BY PROM m..2DXIROI DIIISION BUILDI1% CODE COMPLIANCE 9FTICE ACCEPTANCE HO. - O I .9 1 (TYP.) ---� D I I - 4 - 3/L - P.) 6 -1/2/2 ' MAX. (TYP.) I `12 - -., V.J. RME - ZL11CH PROFE 510rI AL lMCwKER . FL L.cro.Y.• NO: PE OA1p983 /- 8 1998 . Sat l 0..•on er 97 -481 .1,.6 /.. e PC . sr r PC • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. CONTRACTOR LICENSING SECTION 7030 N.W. 37 Court (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 Series 4000 Circle Top Aluminum Fixed Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to in the approved manner, BCCO may revoke.mOdify, or suspend the use of such product or material immediately BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the. ,South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0520.02 Expires:08 /14/2002 Raul Rodriguez aief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /29 /1999 f 1 of Internet mail address: postmaster @huildingcodennline.com 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 e rancisco ! Quintana, R.A. Director Miami -Dade County Building Code Compliance Offi Humepai;e: http : / /wNw.huildint,cndeunline.com Lawson Industries, Inc. 2 of 3 ACCEPTANCE No.: 99- 0520.02 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUL 2 9 1999 EXPIRES August 14. 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1021.01, which was issued on February 27, 1997. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4000 Circle Top Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W96 -22, titled "S -4000 Circle Top Alum. Fixed Window," prepared by A1- Farooq Corporation dated July.2, 1996, revised on May 7, 1996, sheets 1 and 2 2, bearing the Miami -Dade County Product :Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 0A,e Manu Perez, P.E., Product Cont ol Examiner Prod -Control Division Lawson Industries, Inc. ACCEPTANCE No.: 99-0520.02 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUL 291999 EXPIRES August 14, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. . d. The engineer who originally prepared, signed and sealed the required documentation initially ' submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE r 3 of - 2) Manu 1 Perez, P.E., Product Corn of Examiner Product Control Division DESIGN LOAD CAPACITY - PSF WINDOW DIMS. S.M.S. OR TAPCONS WIDTH HEIGHT EXT. ( +) INT. ( -) 37' 18 -1/2" 93.3 197.2 48" 24" 93.3 152.0 53 -1/8" 26 -9/16' 93.3 137.3 60' 30" 93.3 121.6 74' 37" 93.3 98.6' 84' 42" 86.9 86.9 96' 48" 76.0 76.0 106 -1/4' 53 -1/8' 68.7 68.7 nin UNn niUUn 6' MAX. TYP. AT CORNERS GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 3/8' ANN. GLASS 1 GLASS OPTIONS TYPICAL ELFVATION GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 1/4 TEMP. CLASS Z 1 • m vs Ls Enpr. DR. HuMATOLIP FARGOO S1RI r.TURE5 FLA. PE. g Ie5S) Rlqqt E&1ME 6061 -T5 1."°rr .Spo — II -1 -.062 TYP. GLA7INC CHANNEL 6063 -T5 NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLOF.IDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYING WTIH THE SOUTH FL ORIDA BUILDING DING COD DAT' :lf / PRODU XTROL 0 V.S:ON BUILDING CODE Qq COMPLIANCE OTICE ACCEPTANCE MO 1 1 I752f1 •21._ � � 937 905 ._ � S 062 TYP. J ev N 0 a 0 O Z 0 w a 0 J 0 o: 0 0 0 0 N , 0 u SI .0 O 0 X G s m 1 4 0 [ drawing no. W96 -22 (sheet 1 of 2 1/2' WEEP NOTCH AT EACH END • • C i . 3/16' X 2-1/4' TAPCONS SEE ELEVS. FOR SPACING N 10 SKS. INTO WOOD V/ 3/4' M1N. EMBEDMENT OR 3/16' X 2 - /4' TAPCONS SEE ELEVS. FOR SPACING • 4 qn 114 11 • • _13Y OR 28Y - VOOD BUCKS • r 10 S.H.S. INTO WOOD v/ 3/4' MIN. EMBEDMENT OR 3/16' X 2-1/4' TAPCONS SEE ELEVS. FOR SPACING r+000 ou�ha NV' DI L W U N LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM l TO THE BUILDING STRUCTURE. SEALANT; FRAME CORNERS, PERIMETER OF GLAZING BEAD AND INSTALLATION SCREWS SEALED WITH CLEAR OR ALUMINUM COLORED SEALANT. • 18Y OR 20Y W000 BUCK N 10 S.M.S. E 15 O.C. SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE Enqr. OR. MIIILi�O11N 1..:400a SI:*X.'TURLS FU. PE 1 10557 i 8 X 1' SMS -i ----aL FRAME CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU!IDING CODE DATE -5 ■'J 2 PRODUC{f.ONTROL DIVIS:2N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11 0 0 0 W x J a 0 w J U 0 0 O 0 v Vl 1- wo U • 0 � 1- . d r. r t m Z Z 3 1L O z vi U) - g O M 8 0 5 0 C O 1) 0 O u 9 r a d O .0 drawing n0. W96 -22 'nee 2 of MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. CONTRACTOR LICENSING SECTION 7030 N.W. 37 Court (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series "La Porte" Aluminum French Door w/ Sidelights under Chapter g of the Code of Miami -Dade County governing the use of Alternate Materials and Types c Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure tl product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildins Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 020.03 Expires:08 /1/2002 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 Raul Rodriguez Chief Product Control Divisic THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08 /26/1999 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance 0 • nnn, ((V 1lnmvn:ior• httn : / /www.huildinecodeonline.enrn Lawson Industries. Inc. ACCEPTANCE No.: 99- 0520.03 APPROVED : AUG 2 6 1999 EXPIRES : August 15, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0322.01, which was issued on August 15, 1996 approves an outswing aluminum french door, as described in Section 2 of this Notice of Accepta, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Cou for the locations where the pressure requirements, as determined by SFBC Chapter 23, do exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "La Porte" Aluminum French Door with Sidelights and its components shall constructed in strict compliance with the following documents: Drawing No. FD- 1075.2, til "Series "LaPorte" French Door —XXOX — Flush Frame," prepared by manufacturer, dated Ma' 1999, sheets 1 thru 4 of 4, signed and sealed by William M. Meyers, P.E., bearing the Miami -D County Product Control Approval stamp with the Notice of Acceptance number and approval c by the Miami -Dade County Product Control Division. These documents shall hereinafter referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum french door and its components shall be installed in strict compliance v the approved drawings. 4.2 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice Acceptance, clearly marked to show the components selected for the proposed installatic 6.1.3 Any other documents required by the Building Official or the South Florida Building C (SFBC) in order to properly evaluate the installation of this system. 2 of 3 /�/.. . ._:_�� rol Exami Manu Perez, P.E., Product Prod ontrol Division Lawson Industries, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and original submitted documents, including test - supporting data, engineering documents, are no older than ei (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in 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 prod and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initir submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatic be cause for termination of this Acceptance, unless prior written approval has been requested (through filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any of purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall provided to the user by the manufacturer or its distributors and shall be available for inspection at the job at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3of3 ACCEPTANCE No.: 99- 0520.03 APPROVED : AUG 2 6 1999 EXPIRES : August 15, 2002 Manuel 'erez, P.E., Product C��;1 Examii Produ . trol Division ., J 0 0 0 0 0 rarialaasa Ve 0 0 14 0 0 0 0 • 0 . IC NE , i is • 0 -_ ;ALUMNI/ it MNI/i w T'n 0 JAMB 111 r ) I/O' rn., 0l -•Irmr V/ . v aae .• nix I..o • 1. vme 1•113[ ' . 1 IIC IIRI. 14t1a. KIM • _ r114 /AIVCOCA If CIK, 3/16' TEMP. GLASS FALSE MUNTIN INTERIOR SIDE � .• 1/4 MAX. SHIM 2' silt ( height WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION NOTE: SCREWS & METHOD OF ATTACHMENT: MINIMUM REOUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: /12 s 1 .3/4 - FH.SMS al o moa, 01 4' from ea. end and 14' o.c. HEAD: /12 a 2 - F14 01 a .nos. of 4' from 00. end ono 14' 0.e. JAMB: /12 a 1 1/4' - FH -5145 0l o mos, of 5• from corners and 18' o.c. • AT MUUJONS " FASTFNrRS ARr AT 3• FROM END OF HFAD AND Si l • OPTIONAL ANCHORS . 1/4'- 'TAPCON' nr APPROVED CONCRETE FASTENER NOTES: . 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL. INTERIOR SIDE UNIT WIDTH EXTERIOR SIDE C.mmnrel.l t.l.nne.. •pp13 .nlnr naiad etn.rw.. (3 JAMB - 2t TEST UNIT PERFORMANCE SUMMARY REPORT i FTL -1291 "LoPORTE" ALUMINUM FRENCH SWING DOOR with SIDELITES TEST SIZE = 11' - 10 7/8" X 7' -11 3/4" X 4 1/2" Deep DESIGN LOADS = +56.0, -56.0 PSF WATER TEST PRESSURE: +9.00 PSF REINFORCEMENT: NONE TESTED GLASS = _3/16" TFMPFRED NON— IMPACT RESISTANT ilia. Calm• LAYOUT rret Clam A. / ...n ee Avo...rr. FTL -1291 / FD -1075 Frome APPROVED AS COMPLYIi1G WITH THE SOUTH FLORIDA :U11.D1t4 CODE DA BY PROW CONTROL DIV.SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. : 5 . -2-O A.viel.n Near A \ O N 70 ON W cOTF WINDOWS & DOORS MIAMI, FLORIDA INDUSTRIES,INC (305) 6911 -8660 Inv e 1 3./1• rfTe- •IMaZ.• Ire• nix Qt. PTO r. T. 1013311 to 'rp NMI 0 ara.n eM NELSON ERAZO A0,4..4 Ay: A. /n.nea 004 Orem: OS - 05 - 22 aw AeNet SERIES - "LoPORTE" FRENCH D00 VERTICAL & HORIZONTAL CRO TEST UNIT - 11' -10 7/5" w Sale: Pat Aw4rr: I /4 = 1 ' ASSEMBLY\TEST UNIT\'LoPORTE' 'Sheet P..Q Calipers.: F.D. R - XXOX - FLUSH FRAME SS SECTIONS. DETAILS & NOTES . X 7' - 11 3/4" h. - 3/16" TEMP. GLASS a.a.d„ N.—a.. FD — 1075.2 IAYM .vw Levee 001.0. /M...L• n.... • LePORTE • TEST 2 of 4 .078 1.25 4.000 4.500 FRAME HEAD #FD -601 1.812 —1 4.500 10.198 RAIL ADAPT -ER #FD -611 1.75 7 C T PANEL TOP & BOTTOM RAIL #FD -607 4.1 87_. 0.078 FRAME SILL #FD -802 F0.078 0. 0.078 PANEL LOCK STILE #FD -709 1.750 2.00 0.0620 1 L 1.125 L .045I 1/2 ROUND FALSE MUNTIN #FD -613 �- 1.750 .4676 1/4 ROUND FALSE BEAD #FD -612 1.812 JAMB ADAPTER #FD -606 F0.125 1 4.500 4.500 1.750 1/4 Round False Bead 3/16" Tempered Glass 3/16 Vinyl Glazing Channel GLAZING DETAIL 0.656 1.812 FRAME JAMB #FD -603 3.5 0.078 HI- PANEL HINGE STILE #FD -608 EXTRUSION DETAILS - L0.078 Glazing Depth ASS SCREWS Frame Assembly CAULKING (BACK SIDE) SHOWN CONCEALED CAULKING �_ EXTERIOR SIDE P f DOUBLE -1 11 l GROvE ADAPTOR INTERIOR SIDE DOOR JAMB ACCESS HOLE STILE BOTTOM Cemmetclel lelet+eeee appil .ants noted OU RewUtun Notes O.on by: NELSON ERAZO Seale: LEFT DOOR HINGE STILE Date Oro.. 05 -05 -99 OWe Aeotwt t /E' = 1' Side Lites LOWER PRE.PUNCHED HOLE LEFT HANC UPPER HINGE LEAF TO DOOR STII (THIS IS LEAF REMOV HINGE IN FIG. ADAPTOR SILL THIS EXAMPLE IS FOR SIDE LITE TO LEFT OF DOOR. UFT OFF AND REMOVE SEE FIG. t 9 DEPTH - LUG Panel lnstallations7 K / N.erwr. FTL -1291 / FD -1075 DOUBLE GROVE ACCESS HOLE INTERNAL THREADED MID AS COMP_YINC WITH THE TH FLORIDA : UILTIHG CODE , 9 PRODU = 1ROL DII!SIOA' BUILDING CODE COMPLIANCE OFFICE aic CEPTA BOTTOM LEFT JA F'CE 110. HEX NUT �� WASKEEL ACCESS HOLE COVER 7.1 � A W S EI 1 v 7 0300 fl OR DA 33 WINDOWS DOORS MIAMI, INDUSTRIES,INC (305) 656 -8660 CAULK HERE (SEE FIG. t 5) ► DOOR D .. Claw I Port u.a n.a cot t..y: se.eeyre4l kern: Slwot LAYOUT P.D. - LAPORTE' TEST 3 of 4 SERIES "LoPORTE" FRENCH DOOR - XXOX - FLUSH FRAME EXTRUSION DETAILS, NOTES, PANEL & FRAME ASSEMBLY DETAILS TEST UNIT - 11' -10 7/8" w. x 7' - 11 3/e h. - 3/16" TEMP. GLASS Post Mentor ASSEMBLY \TEST UNIT\'LOPORTr ` FD- 1075.2 cOMPARATIVF ANALYSIS CHART "LaPORTE" ALUMINUM FRENCH SWING w/ SIDELITES DESIGN LOAD CAPACITY - PSF DOOR PANEL NUMBER OF PANELS NUMBER OF ANCHORS /JAMB DESIGN LOAD ( PSF ) WIDTH HEIGHT EXT. INT. 30' 30' 36' 36' 76 7/8' 92 7/8' 76 7/8' 92 7/8' 1 (X) 5 60.00 78.30 1 (X) 6 60.00 62.27 1 (X) 5 60.00 68.64 1 (X) 6 53.60 53.60 30' 30' 36' 36' 76 7/8' 92 7/8' 76 7/8' 92 7/8' 2 (OX) 5 60.00 78.38 2 COX) 6 6(.00 62.27 2 (0X) 5 60.00 68.64 2 COX) 6 53.60 53.60 30' 30' 36' 36' 76 7/8' 92 7/8' 76 7/8' 92 7/8' 2 (XX) 5 60.00 78.38 2 (XX) 6 60.00 62.27 2 (XX) 5 60.00 68.64 2 (XX) 6 53.60 53.60 30' 30' 36' 36' 76 7/8' 92 7/8' 76 7/8' 92 7/8' 3 (DXO) 5 60.00 77.80 3 (0X0) 6 60.00 62.30 3 (0X0) 5 60.00 53.60 3 (DX0) 6 53.60 53.60 30' 30' 36' 36' 76 7/8' 92 7/8' 76 7/8' 92 7/8' 4 (OXXO) 5 60.00 77.80 4 (OXXO) 6 60.00 62.30 4 (OXXO) 5 60.00 53.60 4 (OXXO) 6 53.60 53.60 "X" ELEVATION "XX" ELEVATION "OXO" ELEVATION t• TEST UNIT PERFORMANCE SUMMARY REPORT # FTL -1291 'LoPORTE' ALUMINUM FRENCH SWING DOOR with SIDELITES TEST SIZE = 11' - 10 7/5' X 7' -11 3/4' X 4 1/2' Deep Frome DESIGN LOADS = +56.0. -56.0 PSF REINFORCEMENT: NONE TESTED GLAS = 3/16' TEMPERED "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL. DOORS TO BE PROTECTED BY MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS "OXXO" ELEVATION Commercial bl.r.nce. apply unless color othorelao. APPROVED AS COMPLYING WITH THE SOUTH ILORIDA .. UILDING CODE DAT ' BY PRODU C STROL DiV.S UN BUILDING CODE COMPLIANCE ONCE ACCEPTANCE NO.Cc0 NON- IMPACT RESISTANT INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 112 • 1 3/4' - FH.SMS of o MOS. 01 4' from .0. 004 ono 14' o.c. HEAD: 1 12 • 2' - FH -SMS of o moo. of 4' Iran eo. end orb 14' o.o. JAMB: f 12 • 1 1/4' - FH -SUS 01 o moo, of 5' from comers and 18' o.c. • AT MUWONS • FASTENERS ARE AT T' FROM run nr 1 . D S 1 OPTIONAL ANCHORS - 1 /4'- "TAPCON' nr APPROVFf CONCRETE FASTFNFR /(3 7 / 3 O/ AeuteYn Note= Dream ATr NELSON ERAZO A.Wee fir Aef.r.wee• Date Drew= 0S - OS - OD Date *xylem& Seale: N.T.S. Droe CYt= LAYOUT AWSON INDUSTRIES,INC Pori Clam Prod Category: P.D. SERIES- "LoPORTE" FRENCH DOOR - UNIT CONFIGURATIONS, NOTES, TEST TEST UNIT - 11' -10 7/8" w. x 7 Puri Nnaeer ASSEMBLY.,TEST UNIT\'LOPORTE Ormarbv r e/mese Member: FTL -1291 / FD -1075 MANUFAC OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 (305) 696 -8660 s.rie /rwL• IYw.. SA..1. 'L.ePORTE• TEST 4 of 4 XXOX - FLUSH FRAME SUMMARY & D.P. CHART 11 3/4" h. - 3/16" TEMP. GLASS New.. FL- 1075.2 A..4r.... Le..l I . . a. - - u I� �' u u, 11 u/ ....4=4.. 11, u '= ,4./y:i° =° ^ II II u u .n u - U .. = ice= =T-- 1 1! ,u • _ °may >'\ -- II 11 R u A 11 = - IL --E - Tr -- 1F 11 • II II - >, = == 1' II • I' II `g am II �\\ 11 WI == ,� a ct as cm II u 11 II 11 F u v n == II y u � u - - d- / u . =of 11 -o = = =e II' p .=. 11 11 . 11 ` 1 „ ©R II ` - - Ti a == ; := i'''' 1, /n ... iA 11 . 11 11 n 11 • "\. (2 11 11 - 'lI u - =_'i. u n II II -- Y = -4 _ = 11 11 it n - "X" ELEVATION "XX" ELEVATION "OXO" ELEVATION t• TEST UNIT PERFORMANCE SUMMARY REPORT # FTL -1291 'LoPORTE' ALUMINUM FRENCH SWING DOOR with SIDELITES TEST SIZE = 11' - 10 7/5' X 7' -11 3/4' X 4 1/2' Deep Frome DESIGN LOADS = +56.0. -56.0 PSF REINFORCEMENT: NONE TESTED GLAS = 3/16' TEMPERED "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL. DOORS TO BE PROTECTED BY MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS "OXXO" ELEVATION Commercial bl.r.nce. apply unless color othorelao. APPROVED AS COMPLYING WITH THE SOUTH ILORIDA .. UILDING CODE DAT ' BY PRODU C STROL DiV.S UN BUILDING CODE COMPLIANCE ONCE ACCEPTANCE NO.Cc0 NON- IMPACT RESISTANT INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 112 • 1 3/4' - FH.SMS of o MOS. 01 4' from .0. 004 ono 14' o.c. HEAD: 1 12 • 2' - FH -SMS of o moo. of 4' Iran eo. end orb 14' o.o. JAMB: f 12 • 1 1/4' - FH -SUS 01 o moo, of 5' from comers and 18' o.c. • AT MUWONS • FASTENERS ARE AT T' FROM run nr 1 . D S 1 OPTIONAL ANCHORS - 1 /4'- "TAPCON' nr APPROVFf CONCRETE FASTFNFR /(3 7 / 3 O/ AeuteYn Note= Dream ATr NELSON ERAZO A.Wee fir Aef.r.wee• Date Drew= 0S - OS - OD Date *xylem& Seale: N.T.S. Droe CYt= LAYOUT AWSON INDUSTRIES,INC Pori Clam Prod Category: P.D. SERIES- "LoPORTE" FRENCH DOOR - UNIT CONFIGURATIONS, NOTES, TEST TEST UNIT - 11' -10 7/8" w. x 7 Puri Nnaeer ASSEMBLY.,TEST UNIT\'LOPORTE Ormarbv r e/mese Member: FTL -1291 / FD -1075 MANUFAC OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 (305) 696 -8660 s.rie /rwL• IYw.. SA..1. 'L.ePORTE• TEST 4 of 4 XXOX - FLUSH FRAME SUMMARY & D.P. CHART 11 3/4" h. - 3/16" TEMP. GLASS New.. FL- 1075.2 A..4r.... Le..l I . . ` r — ter 1 0 1' II • I' II `g am II �\\ 11 WI == ,� a ct as cm II u 11 II 11 ` 0 . /. 1 [ "X" ELEVATION "XX" ELEVATION "OXO" ELEVATION t• TEST UNIT PERFORMANCE SUMMARY REPORT # FTL -1291 'LoPORTE' ALUMINUM FRENCH SWING DOOR with SIDELITES TEST SIZE = 11' - 10 7/5' X 7' -11 3/4' X 4 1/2' Deep Frome DESIGN LOADS = +56.0. -56.0 PSF REINFORCEMENT: NONE TESTED GLAS = 3/16' TEMPERED "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL. DOORS TO BE PROTECTED BY MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS "OXXO" ELEVATION Commercial bl.r.nce. apply unless color othorelao. APPROVED AS COMPLYING WITH THE SOUTH ILORIDA .. UILDING CODE DAT ' BY PRODU C STROL DiV.S UN BUILDING CODE COMPLIANCE ONCE ACCEPTANCE NO.Cc0 NON- IMPACT RESISTANT INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 112 • 1 3/4' - FH.SMS of o MOS. 01 4' from .0. 004 ono 14' o.c. HEAD: 1 12 • 2' - FH -SMS of o moo. of 4' Iran eo. end orb 14' o.o. JAMB: f 12 • 1 1/4' - FH -SUS 01 o moo, of 5' from comers and 18' o.c. • AT MUWONS • FASTENERS ARE AT T' FROM run nr 1 . D S 1 OPTIONAL ANCHORS - 1 /4'- "TAPCON' nr APPROVFf CONCRETE FASTFNFR /(3 7 / 3 O/ AeuteYn Note= Dream ATr NELSON ERAZO A.Wee fir Aef.r.wee• Date Drew= 0S - OS - OD Date *xylem& Seale: N.T.S. Droe CYt= LAYOUT AWSON INDUSTRIES,INC Pori Clam Prod Category: P.D. SERIES- "LoPORTE" FRENCH DOOR - UNIT CONFIGURATIONS, NOTES, TEST TEST UNIT - 11' -10 7/8" w. x 7 Puri Nnaeer ASSEMBLY.,TEST UNIT\'LOPORTE Ormarbv r e/mese Member: FTL -1291 / FD -1075 MANUFAC OF WINDOWS & DOORS 7030N.W. 37th CT. MIAMI, FLORIDA 33147 (305) 696 -8660 s.rie /rwL• IYw.. SA..1. 'L.ePORTE• TEST 4 of 4 XXOX - FLUSH FRAME SUMMARY & D.P. CHART 11 3/4" h. - 3/16" TEMP. GLASS New.. FL- 1075.2 A..4r.... Le..l ALUMINUM FRENCH SWING DOOR - BILL OF MATERIALS ITEM / DRIF'C R PART # REQa. DESCRIPTION .TELIARKS 1 FD -601 AF -11050 1 FRAME HEAD (,063-T5 ALUMINUM 2 FD -802 AF- 1 FRAME SILL 1:063 -T5 ALUMINUM 3 FD -603 AF -11052 2 FRAME JAMB 11063 -75 ALUMINUM 4 FD -606 AF -11054 2 SIDELITE JAMB ADAPTER 1.063 -T5 ALUMINUM 5 FD -607 AF -11055 1 x panel PANEL TOP 6 BOTTOM RAIL 6063 -T5 ALUMINUM 6 FD -608 FD -11056 1 x panel HINGE STILE 6063 -75 ALUMINUM 7 FD -709 AF -11376 1 x panel LOCK STILE 6063 -T5 ALUMINUM 8 FD - 611 AF - 11079 2 x panel TOP 6 BOTTOM RAIL ADAPTER 1,063 -75 ALUMINUM 9 FD -612 AF -11059 AS REO'D. 1/4 ROUND FALSE BEAD 6063 -75 ALUMINUM 10 FD -613 AF -11377 AS REO'D. 1/2 ROUND FALSE MUNTIN t,063 -T5 ALUMINUM 11 FD -285 AF -11380 2 x panel HINGE LEAF 6063 -76 ALUMINUM 12 VVS -001 ■ AS REO'D. BULB VINYL VTS'P. 1 /IBORG VINYL CO. 03019 13 PVS -001 • AS REGD. VTS'P. 2 TOP /BOTT. RAILS Schlegel FS 07820- 6001 -9 14 PVS -002 • AS REOD. VTS'P. 8 FRAME HEAD ::chtegel PB 02832-5881 -8 15 FD-618 AF -11680 2 x panel STRIKER MOUNTING PLATE 6063 -75 ALUMINUM 16 FD -619 AF - 910 2 x panel STRIKER PLATE 6063 -T5 ALUMINUM 17 • GV -005 AS REOD. GLAZING VINYL A /IBORG VINYL CO. 01017 18 • HC - 001 2 • INACTIVE DOOR FLUSH BOLT IELTA 05502 19 • HC -024 1 ACTIVE DOOR LOCK SET I :VIKSET, VEISER or EZSET 20 • HC -025 1 ACTIVE DOOR DEAD BOLT LOCK V:VIKSET, VEIZER or EZSET 21 • FS -035 AS RECT. FRAME INSTALLATION SCREV 1/4' X 2 3/4' - 'TAPCON' 22 • FS -026 8 FRAME ASSEMBLY SCREV 112 X 3/4' PH. -PHI. 23 • HC -004 2 PANEL ASSEMBLY SCREV : ; /8' DIA. M.S. BOLT 6 NUT 24 • FS -011 8 HINGE ASSEMBLY SCREV 1:10 X 5/8' P.H. / PHI 25 • FS -012 AS REO'D. JAMB ADAPTER SCREV ti10 X 3/4' P.H. / PHI. 26 FD-931 0E -631 1 x null MULLION ALUMINUM • U • CLIP 1 1/2'• 1 l /2'x 1 /8'x 5 1/2" 27 ■ FS -016 1 x clip ' U ' CLIP SCREV 110 X 1 3/4' P.H. / PHI. 28 • • AS REO'D. Joint Sealant- Vhite Colored 'Pu ^vis Co.' Super Seal TEST UNIT PERFORMANCE REPORT # FTL -1291 "LoPORTE" ALUMINUM FRENCH SWING TEST SIZE = 1 1' - 10 7/8" X 7' DESIGN LOADS = +56 - 56.0 PSF WATER TEST PRESSURE: +9.00 PSF REINFORCE NON TESTED GLASS = 3/16" TEMPERED NON— IMPACT RESISTANT NOTES: 1. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIUUU REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 112 a 1 3/4" - FH.SUS at o mo.. 01 4' Iron ea. end an 14" o.c. HEAD: /12 • 2 - FH -SUS at 0 mos. of 4 horn eo. •no ono 14" o.c. JAMB: 112 1 1/4" - FM -SUS 01 0 ma:. al S Iron corn., and 18' o.c. • AT WUt1JONS • FASTFHFRG ARF M 3 • FHR or HFA4 AND 25) • OPTIONAL ANCHORS • 4 /4'- - TAPCON' or AP PROVED CONCRFTT F CTFHFR SWING DOOR ALUMINUM FRENCH SUMMARY DOOR with SIDELITES -11 3/4" X 4 1/2" Deep Frame eight Commercial blossoms apply unless noted otn.r.1 «. A.wba M.Y. Dal. D.Nwd• Drown By NELSON ERAZO Ar.1..d Dµ Date Draw.: 05 - 05 - 08 Seale: 1/2" • 1' A.• .s• APPROVED AS COhPLYING V /RH THE SOUTH DA BY PROWJ" • ROL 111V.S.ON BUILDING CO,n,E COMPLIANCE OFFICE ACCEPTANCE _95 Z0 •0 3 LORIDA B LDING (C A T n T S O N 703014 FLORIDA . 3 h S OF WIND & DOORS INDUSTRIES,INC (305) 690--i3650 twee Clew !Pet Clem: I Aron c.worti.• I s.+... /Meet n . 1 r...o LAYOUT I I F.D. I 'IaPORTE" L `rCSr 1 1 or 4 SERIES - "LoPORTE" FRENCH DOOR - XXOX - FLUSH FRAME TEST UNIT ELEVATION, BILL OF MATERIALS, TEST PERFORMANCE, & NOTES TEST UNIT - 11' -10 7/8" w. x 7'- 11 3/4' h. - 3/16" TEMP. GLASS "°' Newer. ASSEMBL'r\TEST UN1T\'LoPORTE' ••�..•e M.a....� PD.-1075.2 FTL -1291 / FD -1075 I D..,.1... £.e.t• j 3' la' o.c. E I anchor spacing 1 1 lop hinze 3 O.C 1 1 I 1 ` O.C. O 1 1 � \ - ♦ �/ `%>/ // ` . `. , , ' // / f/ /' . // /// // / 18' nnchpr spacing o.c. /_ //// /7 ' / ' / / //! / / / ` ` / /' / _ - / /�� //' , /2/ / // _ - /. / �� //. .. A /v i/ Y`/ A . I Frame 6 1/2' d ead -bolt ® _ 1 40 7/16' lock set 7 1/2' I • bottom hinge 1 I 1 1 _114' O.C. anchor spacing 1 r 1 1 I I -- __ - FRAME WIDTH - T - - .. TEST UNIT PERFORMANCE REPORT # FTL -1291 "LoPORTE" ALUMINUM FRENCH SWING TEST SIZE = 1 1' - 10 7/8" X 7' DESIGN LOADS = +56 - 56.0 PSF WATER TEST PRESSURE: +9.00 PSF REINFORCE NON TESTED GLASS = 3/16" TEMPERED NON— IMPACT RESISTANT NOTES: 1. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF PRODUCT APPROVAL INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIUUU REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 112 a 1 3/4" - FH.SUS at o mo.. 01 4' Iron ea. end an 14" o.c. HEAD: /12 • 2 - FH -SUS at 0 mos. of 4 horn eo. •no ono 14" o.c. JAMB: 112 1 1/4" - FM -SUS 01 0 ma:. al S Iron corn., and 18' o.c. • AT WUt1JONS • FASTFHFRG ARF M 3 • FHR or HFA4 AND 25) • OPTIONAL ANCHORS • 4 /4'- - TAPCON' or AP PROVED CONCRFTT F CTFHFR SWING DOOR ALUMINUM FRENCH SUMMARY DOOR with SIDELITES -11 3/4" X 4 1/2" Deep Frame eight Commercial blossoms apply unless noted otn.r.1 «. A.wba M.Y. Dal. D.Nwd• Drown By NELSON ERAZO Ar.1..d Dµ Date Draw.: 05 - 05 - 08 Seale: 1/2" • 1' A.• .s• APPROVED AS COhPLYING V /RH THE SOUTH DA BY PROWJ" • ROL 111V.S.ON BUILDING CO,n,E COMPLIANCE OFFICE ACCEPTANCE _95 Z0 •0 3 LORIDA B LDING (C A T n T S O N 703014 FLORIDA . 3 h S OF WIND & DOORS INDUSTRIES,INC (305) 690--i3650 twee Clew !Pet Clem: I Aron c.worti.• I s.+... /Meet n . 1 r...o LAYOUT I I F.D. I 'IaPORTE" L `rCSr 1 1 or 4 SERIES - "LoPORTE" FRENCH DOOR - XXOX - FLUSH FRAME TEST UNIT ELEVATION, BILL OF MATERIALS, TEST PERFORMANCE, & NOTES TEST UNIT - 11' -10 7/8" w. x 7'- 11 3/4' h. - 3/16" TEMP. GLASS "°' Newer. ASSEMBL'r\TEST UN1T\'LoPORTE' ••�..•e M.a....� PD.-1075.2 FTL -1291 / FD -1075 I D..,.1... £.e.t•