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RC-14-2640 NOTE: ALL SH EES"MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S.Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786)315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE - _T F Job Address ��� 1AU0 [QHS 6 z Contractor No. y( Z g Folio i9� �� C� — ] ("� '�7 v o Last four(4)digits of Qualifier No.r� _ o w Lot Block Contractor Name t a> �� oa Subdivision PBpg zoo Qualifier Name�Q l_C�� � G •°�-11� v? Address 85a-N\W 127 AU Metes and bounds City 'K\W��, State Zip . [ ] New Construction on [ ] Demolish Vacant Land [ ] Shell Only Current use of property aw [aQ Alteration Interior [ ] Addition Attached W 2 [ J Alteration Exterior [ ] Addition Detached Description of Work bzi KQS [ ] Relocation of Structure [ ] Re-Roof K71KX-A4 _ 19,E,C. , ZS3 Ok? I>-)ani V-S a [ ] Enclosure [ ] Foundation Only 2 [ [ ] Tent Sq. Ft. 1 I Units Floors Repair [ ] Repair Due to Fire Value of Work [ ] MBLD` (n [ ] Chg.Contractor w Owner L.L.C. a Category D [ ] Re-issue 2 Address [ ] MELE y [ ] Re-Stamp I City State_Zip [ ] MLPG [ ] RevisionW Phone ?cc W [ ] MMEC [ ] Not Applicable for 3 Last four(4)digits of [ ] FIRE °C Fire o Owner's Social Security No. U) Name C_bQl ns rek-" Owner U6n O a Address l MW G-7,2- 6 l� w Z Address�QZS-6 w `k z �l� W Y City ��� L State�Zip 331�'z czi z City�-nM` State° Zip 3 1 LA a Phone L\ a w Phone— Z Y6 q k(-, -2 c)qM z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$209 for the first hour 5¢ and$71.50 per each additional hour in addition to the review fees. Minimum charge one-hour va.0 W W 1 at Request: Date: w2nd Request: Date: 31'Request: Date: Z 5 I am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. a Additional review fees may apply. 0 o 1111 Request: Date: o 2nd Request: Date: waro Request: Date: 123 01-192 4/14 BUILDING PERMIT GATEGOAIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING&STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS(SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE MUM-RADE COUNTY,FLORIDA iNIANnPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11 SOS SW 26 Street,Room 208 AFFAIRS(PM) Miami,Florida 33175--2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2540 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) .mianp�daae.Qovtnera/ Lawson Industries,Inc. 8501 NW Wh Street Medley,FL 331" SCOPE: V This NOA is being issued under the applicable rules and regulations governing the use of constmction materials. The documentation submitted has been reviewed and accepted by Miami.-Dade County PERA— F Product Control Section to be used in Miami—Dade County and other ares where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall net be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in area other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revolve this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This.product is approved as described herein,and has been designed to comply with the Florid Building Code, including the High Velocity Hurricane Zone. DESCREmON:Sarin"'SDG-90"S'8"Aluminum Suring Gras Door w/o RoWbreement—N.L APPROVAL DOCUMENT: Drawing No.L90WM1,titled"Series SGD-9000 Aluminum Sliding bless Door(M)", sheets 1 through 8 of 8, prepared by manufacture, dated 03/18/02, with the latest revision"A", dated 03/30/12,signed and sealed by Thomas J.Soto,P.E.,bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSIILE IMPACT RATING:None. WEIdNG: Each unit shall bear a permanent label with the manuf wturees name or logo, city, state, model/series and following statement~ Wiami Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur aft the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number p wAded by the words Miami—Dade County, Florida, and followed by the expiration date may be delayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distn'butors and shall be available for inspection at the job site at tha request of the Building Official. This NOA rem NOA No.69-07061.07 and consists of this page 1,evidence pates E-1 and E--2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. I NOA No.12-0127.04 Esplmdon Dane: August 26,2017 N 5� Approval Date: April 12,2012 Page 1 • 1 r r r r Lawson Iadush res.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sabmk*d sj' r preW*ur NOA Is No.'s 02-061&05 and 014706.07) ` 2. Drawing No. L9000-0941, tided "Series SOD-9000 Aluminum Sliding Glass Door (NI)", sheets 1 through 8 of 8, prepared by manufacture, dated 03/18/02, with the latest revision"A",dated 03/30/12,signed and sealed by Thomas J. Soto,P.E. B. TESTS 1, Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked V drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09r-2534 and HETI-00-2176, dated 05/05/09, both signed and sealed by Candido F.Font,P.E. (SubmWd under previous NOA No. 0"7M 07) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Nater Resistance"Test,per FBC,TAS 202-94 4) Forced Entry Test, Type "C" sliding door, Grade 10, per FBG 2411.3.2.1,TAS 202-94 and per ASTM F 84244 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, ITL-2028, F11-2029 and FTL--2030, dated 01/04/99, all signed and sealed by Gilbert Dimond,P.E. (Submitted under previous NOA No. 02-061&05) C. CALCULATIONS 1. Anchor'verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries,Inc., dated 11/09/09, signed and scaled by Thomas J. Soto,P.E. (Submina ander previous NDA No. 0!x-0706.07) 2. Statement letter of conformance and compliance with the FBC-2010 and with the AAMA 101/I.S.2-97,dated 01/25/12,signed and sealed by Thomas J. Sotos,P: E. 3. Glaudng complies with ASTM E1300-JM 04 D. QUALITY ASSURANCE 1. Miami•-Dade Department of Permilhq j, Environment, and Regulatory Affairs (PERA). r Janne D Gascon, .R. Product Control Section Supervisor NOA No.12--0127.04 Expiration Date: August 26,2017 Approval Date: April 12,2012 �-1 Lamson Wuatrli.Vic. NOTICE OF ACCEPTANCE: EVIDENCE WBAUTTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and with the AAMA 101/LS.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. • z 2. Statement letter of conformance, dated June 10, 2009, signed and sealed by Thomas J. Soto,P.E. (Submftd rider previous NOA No. 09-07t6.07) 3. Statement letter of no financial interest, dated June 22, 2009, signed and sealed by Thomas J. Soto,P.E. (Subrai'W under previous NOA Na 09.4706." 4. Laboratory compliance letter for Test Report No.'s HETI--09-2534 and HL-TI-48-2176, issued by Hurricane Engi waing & Testing, Inc., dated May 05, 2009,signed and sealed by Candido F. Font,P.E. (SubmilM under previous NOA No. 09-0706.0?) S. Laboratory compliance letter for Test Reports No.'s FTL--2019, FTL-2021, FTL-2023, FTM-2024, FTL-2025, FTL-2028, FIT..-2029 and FTL-2030, issued by Fenestration Testing Laboratory, Inc., dated January 04, 1999, all signed and sealed by Gilbert Diamond,P.E. (Submifted ander previous NOA Na 02-061&45) G. OTHERS 1. Notice of Acceptance No. 094706.07, issued to Lawson Industries, Inc. for their Series "SDG-"00 810" Aluminum Sliding Glass Door Wo Reinforcement — N.L", approved on 12/09709 and expiring on 08/26/12. Ja�te D.Gasco ,P.F. Product Control Section Supervisor NOA No.12-0127.04 Ripiration Date: August 26,2017 Approval Date: April 12,2012 243 1/+•DOW WIDTH a cLusm OF Ir ANCHORB MAL AT v V MAL TVP. q HFAD o 3/9•TEMP. DPSIAATEO GEARS g� 3/10'MO.GLASS ON QW PANELS OR SMALLER I 5r 6 7' 57 3ff 7^ D.L. M 7/r 82 t/s• o PAID.WIDTH Bt 7/Nt' WIDTH Bi 7/r PANEL WIDTH PANEL WIDTHt TYP w' wATION TESTED UNIT (OXXX) 8 d 9d y'P =--WOO Al=NUM SLIDING GLASS DOOR 9 SEE SHEET 2 FOR DESIGN LOUD CAPACITY OF DESIRED PANEL SIZE. �1 � THIS PROOMY HAS SEEM DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURMING CODE 2010 EDITION NON—IMPACT It WITHOUT REINFORCING ,�°��j ..•'•«3:����4 WOOD MOM BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAMM ���+•.% LARDS TO THE STRUCTURE. W� AM>IORS SHALL BE AS LISTED,SPACED AS SHOWN ON DLTAI.S•ANCHORS EMKDl"TO BASE MATERIAL SHALL 13E BEYOND WILL DRWINC.OR STLIICCO. DOORS NOT RATED FOR IMPACT $W ANCHORING OR LOADING CONDWIONS NOT SHOWN IN THESE DETAILS INSTALLATION OF THIS PROVXt REOURES THE USE OF RPPROM O ARE NOT PART OF TM APPROVAL SHUTTERS OR EkTERNAt. P*OTECnW DEVICES COMPLYING WITH IWHZ REOUtREMENTS. 0890 a11hawrAdh • ASND ••� '47E9 r` yI 7 Lw1# rear R[ON I TOw- DE EGN LOAD CAPACI'PY - PSF I L-9061 I FRAME WAD(2 TRACK) 8063-76 ALTA PROFILEPANEL Yam a DOORS wm 2 PAN181S ONLY (3/18" TBMP. GLASS) 2 L-9002 1 Faw SILL(2 woo 0063-M ALIRA. PROFILE NOOK 0009 FIAT 1-3 4" SILL 2-1/4" SU 2-1/2" SH.L 3"su 3 L-9003 2 FRAME,ars(2 TRICK) 6063-15 ALLAI PROFILE FT^ FT-/K W.(+) -(NT.(-) W.(+) DLT.(-) EXT.(+) 'PIT.(-) Ext(+) In (-) 4 L-9004 1/PANEL. PANEL TOP Lbw. 8063-75 ALUM. PODFRE 5 L-9003 I/PANEL PANEL WTMM RAL 6063-15 ALAL PRIM E Ix 0n 2/0 40.7 693 58.7 99.3 63.3 893 94.5 99.3 8 L-sm AS RVA LACK SME/FW W STILE 8063-75 ALUM. PROFILE � $ 2/6 40.7 753 5&7 75.3 63.3 75.3 84.5 75.3 7 L-9067 AS REw. SINGLE wtERLM MILE $093-75 ALIAL PRCFnE 3/0 6/8 40.7 66.2 56.7 69.2 63.3 66.2 64.5 662 s L-9= AS RIM ASTRA AL STILE 6063-TO ALUM PROFILE 4/0 40.7 55.4 55.4 534 55.4 55.4 .4 55.4 9 L-9843 AS RWM 3/18-MAZIN CHANNEL TEAM PLASM Ina SM MOWN cwnp oww O 9hn1 i 10 FS-011 4 PANEL PANEL ATa � ''Y SCREW O TOP NAIL /10 a 8/06•PJL - Po 5/0 40.7 498 499 499 499 499 49.9 49S 1t FS-034 2/pma Pan ASHY ScwM O wr=RAIL - 10-24 x t'M-PML/'f' 2/0 40.7 722 K7 722 633 722 64.5 722 t3 FS-M 6 FRAME ASSEMW.Y SCRES - x 7/18'P.FM-w0./sms (3 2/6 8/040.7 $0.4 58.7 60.4 60.4 60.4 60 60.4 13 7519-8061-7 AS 8000. PIE WF9'P.O ASiRAON 3/0 40.7 525 52.5 S2S 52.5 w57.5 525 14 7W-MI-5 AS REQ. PRE WI6'P.9 70P RAA9 - (0.187"w.a 0.290%)-sanapel 4/0 40.7 43.0 43.0 43.0 43.0 43.0 430 430 15 7829-0601-7 AS RM. PIE WTS'P.O SDTIDM RAM - (0.18T'w.x 0.300"A.)-S4Mepe1 18 7510-6001-7 AS RMPLE Wl".O - (0.187^x."02tKYR)- 2/0 40.T 54 3 543 S43 54 3 54 3 54 3 S43 17 AS REN. SILM PAN 8M-73 AUAI. BIJ VIS I4 PLACE Q � 2/6 il 9I0 40.7 443 443 443 443 44.3 44.3 443 18 L-9018 1 dF 4• FR1EG PANEL JINeB CLP 0683-75 AuaM. 019-27153 F8/8" TRMP. DQSUL m GLASS WAY BE UM DT 4X8' POW OS SKAIAM 19 FS-029 I/CMP FW3 PANEL CLP - /o x 5/e"PM.-PN/u 20 AR-001 i POLED K AfW 2 6083-SS ADAM. 33r 1 1/2N 1 9/18 x t r y 21 AR-0602I INTERLOCK AMMIAm P 6063-13 ALUM. t I/2"x 3/4"x r X I/$' [��(} O 22 L-lem 1 ASIRAGA. CLP 6OSS-T6 ALWA AF-10798 y 27 • 0". S1�EN AM ADAPTER 8983-T8 AUAL - ?GLI DRSIGN LOAD CAPACITY - PSF 28 L-Sm 1 FTS MAID(3 TRACK) 8063-TB ALUM PANEL STH DOORS 111TH 3 OR 11QQR8 PANELS 3 18'TW. 29 L-ow 1 FRAME SILL(3 1200 0064-15 NANO. - qz� A NOMINAL DOOR LtWW 1-3/4" SOLI. 2-1/4" SILL 2-1/e SU 3" S, 30 L-9w 2 FRAME AN(3 TV00 800-15 AUAL - FT.^ FLAN. EXT + INT. -) Ext(+) W. + 31 L-903t AS RIM� DOU9LE WERLM MILE 6063-70 ALUM. OPWK t ) ( t-) EXT.(+) INT.(-) EXT.O W.(-) 2/e 407 81.4 587 81.4 81.4 81.4 61.4 81.4 16710 PANEL PANEL TOP RAI.MUM Q= SW 6-6 reldrd"- Reet�M eeeM 79 79 3/0 6/8 40.7 54.0 $4.0 SIA 54.0 54A Sb0 54.0 33 tO7U PANEL PANEL 9MMM rots.M M MME 57801 NOW" MoNed*I a,-Raor,ww IF ecdo: 34 W4-WFEAXIEL ATE.PPSN48LE ROLLER 6 COMPOKOff- ASS'W 60 4J0 41 40.7 45.3 483 45.3 45.3 453 45.3 453 4x-os6 AS ti£0-0. Doan LACK ASSOMY - RMT.s ER.Ku%CAK KEEPER 5/0 40.7 40.9 40.9 409 409 40.9 40.9 40.9 30 LO-109A t/PANEL 31ir OMSUATED PANEL TOP RAI. 000-16 atw. PROFILE � 2/6 40.7 49 2 48 2 482 49 2 49 2 49 2 492 37 LA-110A 1 PANE. 5/8"I0.WR m PANEL BOTTOM am 8483-75 ALUM. PRonz 6/0 36 Le-108 1 PiMip. S/a'WSLAA7ED PJNIEL LOCK MTQ.E 6063-18 A1,Lp1. PROF$E 3/0 40.7 42.9 42.9 429 42.9 42.9 429 42.9 39 LI-oe2 t/PINIEL. 5/a"80AAM Paax WER M 8083-Te AUAL PROFU,E 4/0 30.0 30.0 300 30.0 30.0 300 300 30.0 7W L9-163 I/PANEL 51W 0I0RAM PANEL A9IRADAL GDO-16 ALWO. PROME 5/8` TEMP. INS UTIM GLASS MAY 8B UM IN 4708' PANSL4 OR SItALL13R. 41 AF-10403 AS MGL% POGO OM.wUS OWN 000-16 ALUM PROFn E $ 42 L-9018 AS RENO. 5 MU ATO OIAZW DMINMEL TEAM PLASTICS EAm See Met"Da pmMon O MMM 8 id yr s 43 812-25N-357 AM LWO'0. -ThGar Dmo Mea Spam 010*- 1/4"Ak Spow •4 ON 9/0 KOH DOORS ONLY 9LASM CAPACIi$S OR THESE CHARTS ARE BASED ON ASTM E1300-06(60 MEC.WND) 3/18'TEMP.OLASM 3/18'TEP.QLASS THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATIONS °°g •,.•.«:.�;e'� SHOWN ON SHEETS 4 AND 8, I.E. XX, OX, XO, XXX. OXO, OXXO, a"BOo�e a Q••`� °•�>9 AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: b 9 PR0M=RI3NRWNDqty A.•• XXp, pXx, xxxp, pxxx, xxxXp. pxxxx. pxxxXp ^ g O)mp, pXXXO w Oa79: 4 0• �A 17 L7 v: -q�ie TSIiP. cIJt21IiTG TMgIAMT. _BIB 2EMP. IN8ITIATED GLL$= DETAIL olE9 NEW a N SEE 1YPMAL AMOHM IN Po� STRUCTURE SM V".FOR SPACNO sm gm.FOR SPACIN0 9/i6" Z MM1I % sd s: .A�• A l v. 1• A:.4• $ r S o ^,y _ •$ IL 1YPICK AND=IN PARS p sm acv FOR sMc vs WOW BUCKS AND METAL STRICTURES NOT BY LAWSON IND. MUST SUPPORT LOADS WrlFOSED BY caAz� SYSTEM AId0 Y I TRANSFERTHEM TO THE BUILOING STRUCTURE. I II o TYPICAL A11TCBdBS• P•_ � 1/4* MA j SEE ELEV. FOR SPACING DITD 281' SKS OR MOOD STRUCTURE i 1-3/8•MIN. PENETRa m KFO MSD u THRU 1BY WOW BUCKS M O MASONRY OR COW ! i 1-1/4•MMU. EMBED WO MASONRY OR CONC. ! OIRECIIY INTO CRETE OR MANY 1-1/4• MIN. EM D INTO CONCRETE OR MASONRY e C ! 814 SMS OR SM IHRAW SCREiM WW-DAK OMp1MY APWO MWJMM WM METAL STRUCTURES i SBE SETN41�1E N�1 STEEL : 12 CA M9L (Fy .. 38 KSI MIX.) ALUMINUM : 1/8•TNG M81. (8083-Ts MIN.) I � I i WTO M1A30-OADE COUNTY APPROWED MuwONs(MM. THK. 1/8") (NO S•qM SPAM) TYPICAL EDGE DETANCESI SILL REM ADNEWD ! Su I SIUCm � S MAL ANCIRRS 6r PAM INTO CONE AND MI11i0AI" - 2(OR A SH 8 ! sPE aEY.POMC BPACAiO INTO YTD S - 1•MBN.(�F AS SYN) MRO METAL STRUCTURE- 3/4'MIN. ® 2EL Z, . ALL PRAMS AND PANEL JOINT,INSTALLATION SCREWS AND M-�+ 1-3//a4` HE"OF AKVIOR SCREWS AT SILL TO BE SEALED WITH SEALANTOpnm . 1 2 a-s" �aM�4NMMFJ�u1s e TYIqm AMnsroAs ft w PAM "M (2) TRACK SECTIOAi MTMro /261�J SEE m".FOR SPACING / a O O © O O .. � ,.�,., .� � �•L,. -•� �, . � o:z.ac:ter=._ Ili ��■ �iC._.-..�_,-,.� ��i� � �, S,` ti,� � �If_IM��,y� 11 tti tti O O EXTERIOR "• wr lr E MMAL ANCHORS �E EIEY. FOR SP6 ! [ELflR FOR SPACING fl'P1GL ANCHORSM PAIRS Sm am111�tJ1 z $ m!DR S SM ARME e�°"t Jnr° � 1 .FOR SPXM ANCHORS S flU PAM TIMEtE,r. �E sPWrD o e 1-1/4'If Embodwwdm POCKET ,IAMB HOOK r 1/4• TAPCON SLL RIM ADDED TO I cSffC ANCHOR WWI 8 SLL WRIN SLICONE r,2-i ---------i 4' MOVq�PANELMOMS 4• � , 1 �,•� by ?� POCKET DOOR JAMB ANCHOR DETAIL * p PRODuciramaAm " .e IN PARS SU�FOR SPACIMD THREE (3) TRACK SECTION a> T r a t 77 1 , :t pY781DO$81D8 MAX G WOW MWBr uvea Dro. MST SUSTAIN OWMED UKDS EM.FOR SPAC�6 0 Sd PARS SIS•LG.-TEMP.GLASS :d EE S/8'11L-TEI�f8 AS3 S0 � ... q a C MDbDO PANEL MnNDVG PANEL G M .,: . $ sIe•I.G.-TEMP.MASSIL 1D om pp� . •► I FDGA PANEL C} _ —.—_ 0 ^ FlMXD PAT$L .• g C� .• .• SCREk?i OAR PAWEL'- " N Dti�t PAAEL � M v[DtTi r�1 TYRGlL MOMIN two$s>I�B ♦ • ' PAM •d.•• ♦ ♦ •� /OR EIEY.FDR SAMM . 1/4'MAXa�AATW PAMFYS APPROM TD BE USED W ANY CCWIMMtATCN SWM TO TtM>gE AS $ t t„ SNM Stmt ON SIM 4,D.&& rm UP an Q t� DID'IL.-TEMP.GLASS gyp$tl@$ I IOR us PAM MP fbRNER 8 ]VI-3/4- /4 �WH Aalcm TOS 1 t s4 s ' /to x 1'sms WM ROUER MWD D ,yob v v• h •� y�•' '� d PIdODIJCTI � � '' ' mooe�Gro1 . • •♦ PANEL BO7TOmt CANER �s01 �.. •'•�• • j damn 3585 240D 487 T- -7 Lom tVP. w44 376 18te YY .062 TYP. t81t1 �2 T � � � • FRAME HEAD (2)TRACK LOCK STILE 5087 �gp ?� ku-1 7.094 4468 '� 1.8i0 � �v .082 IYP. Low TrP. .1101 ' g Q 818 g 1p mm 1044 � SILL Rem FRAME HEAD (3) TRACK 687 FOR 2 3 TRACKS I `� 8977 FRAME JAMB (2)TRACK FRAME JAMB (3)TRACKFRAME TDP CDflNER AM DOUBLE INTERLOCK AW `_g37S_• .50 A p A68,g7S 8 .062 87S 4IiVl tr 1390 1/1 " TV. t LMe Ma"TED U=STILE 1NSIILATED PANEL TOP RM PANEL TOP RAI. PANEL BOTTOM RML SW= INTERLOCK JN4 6908 376 yg86 L656 4s� PSC 1875 FRAME IrTOM CORNIER f 4454 $ exrM INSULATED BOTTOM RAIL FRAME SILL (2)TRACK ASTRAGAL STILE OW ATED ASTRWL A � � e .078 g4. cpvc 90=ft ps 1138 ABTYHNTI DuouidwR dnea •A•,104w 7$ Da u Spew&O_* 1.45 06794 ,,0�•••«•••'''•�NIO61 5678 % 340.0 D43I •••• •y FRAME SQL (3)TRATYCmMUYED INTERLOCK Tdy"B cam 765.0 D-746 it FPV0WhftC=qwurtd1&� m 1- BAYSWAL ASM10. {� t r-V4 Dmmdwuaftss•A•.loom 7S D-2240 4 t aptac Ora* t.45 l).m A73 LEI cn& twgM,P81 1640 D4ftwjmdmEkwtS B1wViMPSl 765.0 DM2300 DT46 ASTRAGAL RETAWER CLIP JAMS HOOK FOIED PANEL CLIP MIUAM M MMMT BADE COUNTY =a PRODUCT CONIMOL SECTION DEPARTNEIf OF PERMITTaVG,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stream,Room= AFFAMS(PBRA) Miami,Fkdda 33175-2474 LARD AND CODE ADMINInItATION DIVISION T(796)315-2M F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) The Lawson Industries,Inc. 8501 NW"Street Medley,JM 331" SCOPE: This NOA is being issued under the applicable rules and regulations goveahhg the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County PBRA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHl). This NOA shellnot be valid after the expiration date stag below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AH) (im areas other than Munni Dade County)reserve the right to have this product or material tested far quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHd may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PBRA reserves the right to revoke this aceeptamc c, if it is determined by Miami-Dade County Product Control Section that this product or material>hiis to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIMON:Series 141941500()usage frame)"Adnmiinum Horhontal Sliding Window—NX APPROVAL DOCOA9E n Drawing No.LBSO044019 titled 9AS4500 Horizontal Rolling Flange Window",sheets I through 9 of 9,dated 05/02/05 with revision B dated OM20/12,prepared by manufacturer, signed and pled by Thomas 1.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision .A stamp with the Notice of Acceptance number and expirationO date by the Miami-Dade County Product Control Section. 1NUSSILE IMPACT RATING:Nene, LABELING:Each unit shall bear a permanent label with the manuf thre'a name or logo,city,state, modellseries,and following statsemerrt: "Mrami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or if them has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminaDe this NOA.Failure to comply with any section of this N0A shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prem by the weds Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OFficial. This NOA revises NOA#10.1025.04 and consists of this page 1 and evidence pages E-1,E-2 and E•3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pere4 P.E. NOA No.12-8127.19 Expiration Date: January 26,2016 Approval Date: March 29,2012 Page 1 IL.r►wsgl}>jgdustriles.Inc. NQTICE OF ALC-LPIANCE: EVMENCE SUBMITTED A. DRAWINGS 1. Manufacturer's the drawings and sections. 2. Drawing No.L&M-0401,titled"HS-8500 Horizontal Rolling Flange Window", sheets 1 through 9 of 9,prepared by manufacturer,dated 05/02/05 with revision B dated 01/20/12,signed and sealed by Thomas J. Sotos,P.E. - B.. TESTS (Alt sabmA*d raider pm6w WOA #04720.47)-- 1. 09«8921.1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with madW-VP VMngs and-i Nation diagram of a aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing Laboratory,Inc.,Test Report No. HETI-M2158,dated 09/03/08,signed and sealed by Candido Font,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Water Resistance Test,per FBC,TAS 202-94 along with marked up drawings and installation diagram of a aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing Laboratory,Inc.,Test. Report No.HETI--2159,dated 09/03/08,signed and sealed by Candido Pont,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with mark+edupdrawings and-installation diagram of a aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing Laboratory,Inc.,Test Report No.HETI4W2160,dated 09/03/08,signed and sealed by Candido Font,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window,prepared by Fernestration Testing Laboratory,Inc.,Test Report No. F'17..4541,dated 06/24/05, signed and sealed by Edmundo Largaespada,P.E. 5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window,pVared-by.Fmwkwben-Testing4Aiboratory,Inc.,Test Report No. VM 4533,dated 06/22/05,signed and sealed by Edmundo Largaespada,P.E. 6. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a aluminum horizontal sliding window,prepared-by Fenestration Testing Laboratory,Inc.,Test Report No. VIM 4553,dated 06/22/05,signed and sealed by Edmundo Largaespada,P.E. Mane a P.E. Product miner NOA No.12-0127.19 Expiration Date: January 26,2016 Approval Date: March 29,2012 E-1 L w NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITED B. TESTS(coNTmusa) (AU subm~under pmPkia NOTA #09-072&07) 7. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with iced-up drawings and installation diagram of a aluminum horizontal sliding window,prepared by Fenestrefion Testing Laboratory, Inc., Test Report No. FTI.4456,dated 06123/05,sigma and sealed by Edmundo I,argaes da,P.E. S. Test reports on: 1)Air Infiltration Tit,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 t 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test;per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F rL.4413,dated 06/23/05,signed and sealed by Edmundo I.argaespada,P.E. 9. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Test Report No. FM 4547,dated 06/23/05,signed and sealed by Eduardo Largaespada, P.E. 10. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Stabc•Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Test Report No. FI'L-4429,dated 06/24/05,signed and sealed by Eduardo Largadrspada,P.E. 11. Test reports on: 1)Uniform Static Air Press=Test,Loading per FBC,TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory,Test Report No.FTL4457 dated 06/24105,signed and sealed by Eduardo Largaespada,P.E. 12. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Test Report No. e FTY:- MI-dated'06124/05;signed-and seaal ttyEduardo L,argaespada,P.E. 13. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Test Report No. MASK dated 06/24/05,signet and seined by Eduardo Largaespada,P.E. - 14. Test reports on: l)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with wed-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Test Report No. F11-4579,dated 06124/05,signed and sealed by Eduardo LangaespataP me P.E. Product Con E miner . NOA No. 127.19 Expiration Date: January 26,2016 1-2 Approval Date: March 29,2012 NOTICE OF ACCEPTANCE:EVIDENCE SLMMOnTRI) C. CALCULATIONS: 1. Anchor verification calculations and stmetural analysis,complying with FBC-2007, prem by manufacturer,dated 8/15/05,7/1/09 and 7/16-17/09,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM E1300-98. D. QUALITY ASSURANCE 1. Miami-Dade Depaiftent of Permittin&Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 2010,dated January 25,20120 signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated.August 15,2005,signed and sealed by Thomas J. Sotos,P.E. (Submitted under preWous NOA No. 09-0720.07) 3. Proposal No. 07-3077 issued by BNC,dated August 9,2007,signed by Manuel Perez, P.E. (SubmMed under preWous NOA No. 09-0720.07) 4. Laboratory compliance letter for Test Reports No. FI ,4413, FTL-44561 FTL- s - 4457, FI'L4533, Fn,4341, FT"547t FT"553, F IL-457S and FTL-45940 issued by Fenestration Testing Laboratory,Inc.,dated July 21,2005,signed and sealed by Edmundo Largaespada,P.E. (SubmkW under prevkus NOA Na 09-0 72A G. OTHERS 1. Notice of Acceptance No. 104025.04,issued to Lawson Industries,Inc.for their Series`HS-8500(Flange Mountr Aluminum Horizontal Sliding Window-N.I. approved on 02/03/11 and expiring on 01/26/16. Manuel Peter Product Control Exa er NOA No.12-0127.19 Expiration Date: January 26,2016 Approval Date: March",2012 E-3 74. OVERALL FRAM VIDT14 -+ General Motes: 73' INTERN FRAME WIDTH W TH19 WISDOM SYSTEM 18 DESIGNED AND TESTS TO COMPLY WITH THE REQUIS43ONTS OF THE=0 FLORIDA t ttm. OC ilFt t/Ca 0.0 a' VASTENERS BURADW CODS AND AM IM-G&7018 PRODUCT IS BUY TMKCT MWANT(AI 6 LRBD Scam AT run FIpI® "m A IO o DADS 0aw"AF'PROYIID WACT iO�I"ART eDiDO1P8 ASS 70 BE g ADgg 8)1 X OR 8 X WOOD 9QC%S MIALL BE�TAUBD AND ANCHORED,80 THAT THE DUUMING RBSI878 THE CUPS AT FRAME O tJ.�� LOMB W ACCORDANCE MITA THE REQU M OF 8010&TO BE RM Mft BY BUDDING OPHNDIIi. van a AT EA.FDAIte JAMB 3.)ANCHORS SA 1 ADM AM As PER TGBY UNIT$ ON um (O.C.).ANCHOR SPACINGS MILT.VARY MITI Ci a • ID UNiT .ARD THE NUMBER OF ANCHOR$REQUIRED,A8 SPECIFIED ON THE LOAD TABLES.4.)ANCHOR (IONS NOT D IN THEREDRAWINGS AGS TO BE ENORR�ON A SITESPECIFIC DA8t8 ULNDER BI�ARATB APPROVAL AND TO M REYHSMBD BY DUUB1IBi0 OPPICIN. all� t 6 FRAMEDaTALLATMI SIMH US SM. BEAU.an(AAD BEARiNO. Er 6• AILS QUAUFM FOR iSE WITH SINGLE GLAZE GLASS TYPES TABULATED BMW ' (m Saw' T.)01 WISDOMS ARE QUALIPW FOR USE BRH ONGLE GLAZE GLASS TYPES TABULATED HEREIN � g B.)XL OIL RGE DOMS'ARE QUUAUPW FOR USE WITH DOUBLE GLAZE OLAS8 TYPES TABULATED HBRSIN 0.)RW 8l16S1 4 FOR TACH DETAILS&OPTIOW lb 10.)ME SHEIT 4 FOR GLUM MAU&OPTWNE (ROM TO SHEEPB 6.6.T&S FOR DIJON PL UMB). 10 TEMPERED GLASS MAY BE USID. BUT DE$0 ARE LOOTED TO LOAD TAIR ON SHEET 6 FOR XO UNRB AND /i&S POR ION.Uxim A, C 1/Z'(O..0 18.)FRAME ELL ANCA Ci P$TO 92 MEASUM FROM THE DME EDGE OF THE NRMDtV FRAME AND TO BE 3 WCATED A+/- 1/4"TOLERANCE. ANCHORS REQ AT MANE 811L TO BE THE BATE AS FRAM c�S ABM. 10 SEE BMW t6 POR FLANGE PATER CAULK/INSTAiLATMi DBTAH, s L14.)APPROVAL APPLIES TO SINGLE UNITS OS MULTIPLE UNITS AND MAY BE HULLED VERTICALLY OR AtB NTALLY �/1 x ib)lHJIJJDID SUMS HUNG MDTDOMB MITA OTHER TYPES OF MIAMI-DADS COMM APPROVED MDIDOMS USING A 4"(tYR} MM-DAOB COUNIY APPROVED MUUM iN RETBEBN AM ASTABLE BUT THE IAMffi OEM PRESSURE 11�� FROM THE MDMOMS GS MULIJON APPROVAL Will APPLY TO THiS RIMRS MULLES SYSTEM. lai 10 SPM MW/9 FOR MUiL N/MEML ATTACHWW DETAD$&NOTES. i���i►► S WINDOW ELEVATION 125' OVERALL FRAM WIDTH iNSTAU.ATHNT PASTRIES$* 124' INTERIOR FRAM WIDTH (AA 7 AT FRAME IAD 1 } p1 ir 27 9 (22 1 } (B 6 AT FAA YE (C) IDU. 3 AT EL FRAME JAMA a e�a Mas/s WINDOWS ARE TO BE PR4TWM WPPII eat MWO-DADS COUNTY APPROVED IMPACT 1 RESISTANT SHUTTERS D Dr // SERIIt:S_ .500 HORIZONTAL SLIDING—WINDOW FRAME — (NON—IMPACT) >a fitt" E ��111Ea1n� �D ti 6"QAW) beth Fkdii a * r• • (WA cz) (WX D.C.} "XOX" WINDOW ELEVATION ' 1/41 TAPCONS v/ /<• 1 1/4• MIN. CONC. EMBEDMENTDIST E R 12 S.M.S. or WD. SCREW W/ • q ° S 1/4• MIN. WIND EMBED 44.a e n its" - ALL WOOD FRA IM ENIIINEERED SEPARATELY ° d• P 6 TO BE REVIEWED ���t' 4• BLDM OFFICIAL (TYP.) •y 2X WOOD ,� :�; •gL'' BUCK (TYP.) pa EXT. GRADE EXTERIOR GRADE 3 v�•� z BY O1 CAULKI V�•Sn�ACE PERIMETER CAULKING SPACC BY OTHERS I 2 BYOTHERS 2 id m , �\ ALL P.T. WMD DUCKS L. I H 1 ENGINEERED SEPARATELY t \J 1 & TO BE REVIEWED 5 at a i 12 BLDG. OFFICIAL (TYR) GLAZING SEALANT GLASS /� S lj l 2 1 t9 t 18 t, GLASS — ! 17 3 3 4 Am EXT. GRADE SDI SPACE PERIK CAULKING ila, (TYP.) 6 8tlyy LLL g (wLit4• ) 2 19 j m d 0 1 tfi t /a• 17 2 2 �1 102 WD. DUCK (TYP.) °t 11 24 . .... .:::_:::{ sttaa SPACE ANCHORS TO BE #12 SMS OR WD,SCREWS INTO WOOD,OR 1/4• TAPCOM S W APPROVED CIWC FASTENERS INTO CONC•, e e;,,;•a a :..•••; :.,'.�, .... WITH A MD�UM OF 1 1/4• PENETRATION WTO WDOD OR a „1 a.. °•;°: t, •;.: SILL W/ 1/2" RISER ADAPTER CONr-(REFER TO LOAD TADS FOR QUANTITIES REQUIREft8ViS8D N .:..�...:.j f:• ` d'.;.aO °..•, °'' „' "°t�M ) (FIELD APPLIED W/ CLEAR SILICON) .WHEN THE CAP H671g8BN THE DD=N FSAIf6 ANDvUhlltriRtSifb w p To BIC%OE NiAl�iM1tY t$1 TRAM Ab �: i s d A'• ° rte'J, AN ImpUfl�p, 1/8:SfDItS ANIX; ,,/��ySRdItSR��, 2X WOOD ALL WOOD BUCKS ENGINEERED SEPARATELY P.T HOOD BUCK NOT BY LAWSINI IND. BUCK CTYP.) g TO BE REVIEWED BY BLDG.arFICIAL (TYP.) MUST SUSTAIN IMPOSED LOADS tw< ° SM SPACE r 12 SMS. iii or VD. SCREW W/ HEAVY VJTT XMIDS SAA. STAmom DUTY Palm RIA, 1 1/4' MIX WOOD EMBED ceasr 9 6 DJ1'8RIOlt 36 6 7 ffi ylom l 10 SS 72 6 3 2 >>s• " Imo+ s• tmw ) i-------------s �--- w ----- - 1/4' A 13 18 $l$ g E V DIST T4 21-4 a« 1 PERIMETER CAULKING 4 2 21 I •dy.� BY OTHERS (TYPJ 4 •! GLAZING SEALANT EXTImm v1 ANL'Ht)Be4 NOTE: ALL ANCHORS TO BE r12 SMS OR Wa SCREWS INTO WOOD, OR D P.T. WOOD DUCK NOT BY LAVSON DVD. 1/4' TAP( or APPROVED C� FASTENERS INTO Cmr— ENGINEERED SEPARATELY WITH A MINDAAI OF 1 1/4' PENETRATION INTO WOOD OR KIKex (T g TO BE ICTAL /ED MUST SUSTAIN IMPOSED LOADS CONC.CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) BUCK CTYP1 �� OFFICIAL (TYPa IM ° Sxlr SPACEVNIIN TUB fide BBTM=THE TOIDDIP FRAM AND 9T(B 1Rx K `=+ (SIX Gomm PrAmmomB 8) baaPROM VALM9 a' 02*ASMW 18 LESS THAN I/6',SUM ABB PST REQIII. Q 6 sD r 12 S.M.S. or WD. SCREW °. U V/ 1 1/4• MIN. WOOD EMBED r� ASS 12 8 3 •• I�i' mm1 iaacm�, 14 T3 TS .Q' • � � sd of t U D�TAtKY t3 b Ki 29 e 8�r •Q. DIS,Ta� 'i XGRADE 4 61fRIimOR 2t + �C d+, r` �i�,1'►y. ' PERIMETER R CAULKIUA ,...+•...y+ �� BY OTHERS tTYPJ ate 4 '.4. r � _ ' •,i GLAZIAXi SEALANT ( LJ 1 Er ? � ��d•^ PR0I)UCTRDVt81� .�/¢wQ INTERIOR FRAME WIDTH rro HMW FLANGE WIND - WU OF MATMALS9 t t 8 7 a ITEM / PAW/ DBWO. / Up. DB TION ROMAR86 8 .8 10 36 1 L-7903 LII-127 1 FRAM HEAD -1`6 AL �. 2 L-8901 LII-139 1 FRAM SILL 6063-75 ALIA9INtlgj P 3 L-890E L!i-131 2 FRAME JiWB 61163^T6 (J#1JNl7M j 4 L-7504 LII-129 x frame FIXED MEETING RAIL 6009-T6 ALI�NLIM 9 L-7508 LII-124 2 x vent VENT TOP / BOTTOM RAIL - N6LM6 L-78K LII-126 1 x vent VENT INTERLOCK RAIL-FLA 6005-T6 ALl8g M Q7 L-7505 LR-125 1 x vent VENT DVTERL=K STD DUTY -T9 ALLBNNL4! 1.AND�IdFTWTH yE;LOCKS 76 !EXTRUDED ALUMINUM i! s 8 L-7507 LII-136 1 x vent VENT LATCH JAMB -T6 ALAN I g umm 9 ■ LII-012 2 x vent VENT EXTRUDED LOCK 6063-T5 ALUKDaJM E. BOTH DIB CAST METAL AND MOLDED �V 10 x r r VENT CAN LOCKD T CAN LOCK PLASM CAN LOCKS ARE QIIALWIED 11 ■ r 2 x vent VENT PLASTIC LOCK SPRING LOADEDS.�USE ON ALL�DOR3 I ARE 12 ■ WLEGEL AS REM T t.Rad Veathers 7• X FIN SEAL, RNWIVED PER EACH YEN. 13 ■ L4.TRAFAB AS A FXD RAIL WEATHERSTRIP .187' X 250' FIN 9 14 ■ �K{HATCH AND SWESPI OPTIONS TRAfAB AS D. VENT VEAT RSTR P 7' % 150'PILE 18 ■ ■ AS REWA VENT JAMB VEATHERSTW 3/B• DIA. SULB lash Down D_—_.N = 16 , ■ 2 VEEP tBLE COVER V/FLM 1 102' dds x 1/4• w reap r-�„'a �" A}�, .L" 17 r ■ 2 ML OPEN CELL FOAM PAD !/2•x3/8'x l 3/4' LEMCi 18 ■ , 2 SB_UJAM8 .DINT GASKET 1/16• CLOSED CELL FOAM 19 L-763 HE-03E 2 VENT MILLER ASSEMBLY 2 X VENT BOTTOM RAIL 20 L-7$24 , 6 VENT FACE GABE 3 PER VENT MOR. RAIL 21 r ■ 8 FRAME ASSEMBLY SCREWS 4 8 X 5/8' P.M. PHS.. 22 , ■ 4 x vent VENT ASSEMBLY SCREWS 4 8 X 1• P.H. PHILLIPS IDtr 3 23 r ■ ! % RAIL MTG.RAIL SCREW a WAD 4 8 X 1' P.H. PKLLInra.n ua 20- 24 24 ■ ■ 1 X RAIL MTC,RAIL SCREW B SILL 4 8 X 2' P.M. PHILLIPS 25 , ■ SEE CHART FRAME INST&L N SCREW 412 X I I/2' FR-PN[,-S.M.S 26 ■ r SEE CHART FRAM INSTALUN SCREW 1/41 X 1 3/4' F.H.-TAPCON MONDLIM GLASS-SOME GLAZE 1/8"OVERALL IX&IHL TEG 61488AF 43 27 ■ ■ 2 X LOCK CAN LM ATTCHI'NT SCREW 48 X 7/8' Fit / PMI. 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RISER ADAPTER L-7804 L-7608 L-6809 OSO VERiI BOTTOM CORNER 0 a 13 • *X42 41 184.0621.938ERAS ROTTTIRA c�aMErr 1 4d '�' i ?' FRAME & SASH CORNER DET iL i E vorr JAMB m FRAME SILL FRAME SILL ANCHOR CLIP . L-78p7 L-8801 L-8100 LLnmEA W N A X D, ML I FLAT HERO PN[LLIPS. BP ELES T AMO IIiTERIOR zoozno FASTENER VAC0�XiI'TY 1/S" $ E'er7 p ,2 S.D.S.X t t a"L. II MOR SEE EIEY.FORlim SP WROM FRAM # � $ � i FRMEE < FRAME JAM YRNTOP / Wff*M m - fit I RKTBRIDR EXTBRWR4jI�NR j��b SEALANT 1.87E 2 E1QTT3ti�SPAM �p4;•'' •.••IO�i 2094 PE TER CAULKINGMW=MOW LOWER ROgR�MULL WALL GWERN w j%. cmmT= 1.000 TALL O BE P 2 (STE0.dP 47 RML Tmw 687 A)STEEL i Fy.36 KSI WL ® 6)ALUM:6063-TS AML 1992= & MEAL ST RUCTME ATTACHMENT DETAIL 1 ' e JUAN A. RODRIGUEZ-JOMOLCA R.A. ARCHITECT FL. REG. No. 6691 625 SW 82nd AVENUE MIAMI, FL 33144 CALCULATIONS Project : INTERIOR REMODELING &WOOD DECK Owner: DOUBLE TT LLC 102 N. W. 108 ST, MIAMI SHORES, FL 33168 h 1 M JUAN A.RODRIGUEZ-JOMOLCA R.A. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS ONLY Date 10/06/14 Page of Q81v a�. JUAN A RODRIGUEZ JOMOLCA RA Registration # 916 - 854 DOUBLE TT L.L.C. REMODELING 102 NW 108 ST MIAMI SHORES FL JOISTS Date: 1/13/02 BeamChek 2.3 Choice 2x 10 So. Pine #2 @ 16 in. oc Lu = 0.0 Ft conditions Repetitive Use, NDS '91 Min Bearing Area RI= 0.8 in, R2= 2.8 in, DL Def] <0.01 in. Hata 2 Spans, each at 8.0 ft Reaction 1 468# Reaction 1 LL 400 # Beam Wt per ft 0 # Reaction 2 1560# Reaction 2 LL 1333 # Beam Weight 0 # Maximum V 780# Max Moment 1248'# Max V (Reduced) 660# Total Beam Length 16.0 ft TL Max Defl L / 240 TL Actual Defl L/ >1000 LL Max Defl L / 360 LL Actual Defl L/ >1000 Altributes Section (in') Shear (in') TL Defl (in) LL Defl Actual 21.39 13.88 0.04 0.03 Critical 12.40 11.00 0.40 0.27 Status OK OK OK OK Ratio 58% 79% 9% 12% Fb (psi) Fv (psi) E (psi x mil FcJ- si Y/ues Base Values 975 90 1.6 565 Base Adjusted 1207 90 1.6 565 AdrrdmenCF Size Factor 1.077 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Laads Uniform TL: 156 = A Uniform LL: 133 Uniform Load A RI = 468 R2 = 1560 R3 NOTE: R1=R3 EACH SPAN = 8.0 FT Uniform load is lbs per lineal ft. t,, .AX_ Jg a � 17 Al tr tt ;. 6G mss 4A e 3oG�'"s t '17 17 0,77 -f 71 4 7)d pleo 1A147EI-Cs- Av�olb 4p t