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RC-13-1892,Miami Shores Village Building Department 10050 N.E. M Avenue, W1arm Shotes, plarida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUM M (3W 7UA949 BUILDING PERMIT APPLICATION Permit Type: tJII, JOs ADDRM: G -�S Q E 6+A < r Permit No. Master Permit AUG 2 0 013 FBC 20 I� ROOFING ata, $ CDUX . FoliolPanoel#; '.1- �. • � Z � � - C7 1 � - 3 2 3 is the Building HiONIMpy Dealgaated: Yes NO „ OWNER: Name (Fee Simple Titleholder)- '"3+L � Ewyq A&h=r - 3 010 0 �J L'.5 ZY%,& rfu GD i zone.. (3tiS)2-la-m48 chr. state. �L; �31 Zrl Tetiantll eM Name: i Email: $laic ('.l7tiiiCad10l1 OP Regismdon #: ° �•••�� ContactPt JDWG Phoma#: VWne of Work for this Permdt: $,. LL. aqua ,,P ootage Typed Worm DAd�tion of Work: � A � � OAhaaBon - DNew air/Rephu9e oii�ton � �., 9-9 Sn WMW Fee $ .7`' ' `� Permit Fee $ ccF$ coicc $ swaft:Fee $ _ %. a Radon Fee $ `DBPR $ Bow $ Notu7 $ TrWWng/E lmdon Fee $ Tedwoba Fee $ Doable Fee $ StractnrW Rev $ _ �� TOTAL FEE NOW DUE $ CZ q, Bonding Company's Name (if applicable) Bonding Company's Address city State zip Mortgage Lenders Nano (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issu = of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORIL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDIT IONMS, ETC,.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating conswction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE FORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applk M must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert{fied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days *er the building permit is issued. In the absence of such posted notice, the inspectionwill not I *proved and a reinspection fee will be charged j O'mw or Agent The foregoing instrument was acknowledged before me this _l day of� 20 L by MCCA who kokiffy7it;w-n to a or who has pmdnced As identification and who did take an oath. NOTARY;' LIC: sign:" / Prim:— /4- 6 My Commission Expires: I The f ming in t was acknow gedbrAre me this. - day of 20,, by e L who is personally known me or who bawd as identification and Who did take an oath. NOTARY' PUBLIC: Sign: �� a �om r ?act A 5l„ ANk r# FE000573 YA 1 111 (Revised 3/1212012KRevised 07/Io/07)(Re tW ftgW=VWvhed 3/15/09) •ow- NOW. .• Mc State of Florida Pedro A Godoy My Commission EE084764 Zoning Clerk A G Star Construction .Inc. Licensed & Insured ...Residendai,Commerda4&Industrial Certified State Contractor 17555 SW 105th Avenue, Miami FL 33157 September 18th, 2013 Dear Mr. Divaney, Re: 125 NW 95 St Miami Shores and 973 NE 96 St Miami Shores Permit number 2036 and 1892 Per the conversation we had yesterday, September 17th, 2013, and the request from building official that we request authorization in writing for both of the above properties, kindly furnish us with authorization to begin electrical work for the rough electrical portion of permit number 1892 and 2036. The electrical portion of our plans has been approved for over 2 weeks, but the building dept has yet to finalize their approval. As mentioned, we cannot have the mechanical finalized without having the rough electrical set. The mechanical permits were approved and are currently posted at the property. Unfortunately, with all the rain, the homes have begun to get mold. We must place the a/c system as urgently as possible. You may contact me at 305-219-3448 for the verbal or written approval. Sincerely yours, arie ron Lie. Property Manager Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 9 /'-� -/ 0" Permit No: C 13 a- t S cl ')/ Structural Critique Sheet USS eJ ®. 9-43 /,ry ��r uiOuD L-0 Page 1 of 1 f o N `rte AGA -4, tyk4i' e& 40V ory e :u*j%'05 71) AAZ:�-72fss cot'M�, ('z/ P OL -9- W&311— y STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf moo (V9& MIAMI-DAD'E MIAMI -DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOC IT, 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISI T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (N �Y��vy.iHmTAa�,d Lawson Industries, Inc. Ilk WJ 8501 NW 90"Street AUG 2 0 2013 Medley, FL 33166 �V SCOPE: P�� This NOA is being issued under the applica e m anregula ns governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 81411 OutSWing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by tite Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami—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 after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0127.23 and consists of this page I and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0328.11 MIAM14DADF COWMM Expiration Date: June 05, 2018 ENEW.�J t Approval Date: June 06, 2013 �'' Pae t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202,03) 2. Drawing No. FD 2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HETI-092624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-012$.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1.896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E--8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, iIETI- 02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitter) under NOA IV& 10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with. PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 129127.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NDA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI49-2623, HETI- 09-2645, HET149 2624 and HETI-09 2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-012 8.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-044897, HETI-044896A, HETI44-1896B, HETI44-1377, HETI-02 T095, HETI-02-T090, HETI-02-1253, HETI-02--1726, HETI42-1728, HETI42-1736, HETI 02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz---Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outsiving Aluminum French Doors — L.M.i.", approved on 04/05/12 and expiring on 06/05/13. Jaime D. Gascon P Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 I7BY / DRM'0 1 L-931 PABT BE@D. 0119CBP'fION LI1-098 I FRAME xEAO 6063-T6 ALWINA R 3 4 9 6 7 L•90Y L -90.t L•901 L-706 L-901 L-905 LII -097 1 FRAME SILL LII.090 Y FRAM JAMB --.- Lil-M B SIDELITE .NMB ADAPTER -._� LIT -098 Y a peM PANEL TOP L 80tTpM RAIL L11-091 1 x petrol MUt3E 5711[ LII -W4 1 •Penn LOGO Slut 6063-T6 ALLRMM 6083-T6 ALIA1INAt 8063-t3 ALuNIMAt - _...-�.-... LLE -ELLE ......... 8063.16 AUmRRNIE 8063-76 ALUMIMAI 6063-i6 ALWOBPI 8 9 O I L-909 L-911 L•918 __... LII.09S Y a Dena 10P 6 BOION RAD. AOPPTCR LII -OBS AS R[Cp V1 861810 W.UM BEAD - ]/18' Ut-087 IAS P.ECD V1 RmMD MW REM - O/C 8063-15 ALUHm11M .._._... ...__.... 6063-19 ALIIPoWm 6063 -Ta ALIm1NAA1 11 18 _ rp-6 -s L-908 le a Pm MINCE LEAF ASSEMBLY 6063-10 N41KINIM WS -Om TP 3886_ AS RSO'D 8Wb Vbryl VtA'P•la4n Raatk:a Irx Sao noteHW L•ary0W710I. et &mat 13 PUS -Om + A% Acm VT39. R rO'/BDTI. 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MY rA,SE APPLR:D MUMTM rD-683 AS RE0% fi-W HEAD SNAR PLATE _ 185' Y LBY STICK .10mm 6063-78 MIAOMAI 1• 43 L-910 1 I1I-117 AS RECD ABA# LM SILL . DPtIONt 6063.15 ALLMD" 4A FD•635 1 K -aft I TVO-POM" kusHBOLT I= OPTIONAL 0 TO 4/- 760 PAT M / FD -686-I 8/P -H VLUSH BA. i WIVE ALW ANGLE 11/81 1 1/8•M 1/B• Al- 6063-T5 87 FP -68]-1 2•PWnt Lntk Balt Galea NK'AL 7x 3'x 1 V81 VB• Nun 6063-t5 + JWnt BAWent- V u CWw" IE- 1.O[ AEIIVE HANDLE 6 TRRNEI _v38 ASHLAND Mwi-m�A37 HC- Mp"I-PONT Lmx ACTIVE ASHLAND10 V KVD-6Wft186 IG- -TEC PASSIVE fnwOL[ a 1RIMsrf ABLAND AVSPOIA-P 39 41 IE- PIA tI-POM -060 PASSIVE IE- H g4t1-PWnt LaeY Balt GAN WZ­ml ASHLAND AVSIN-STPAS4 UfLAIN 6.6 Nockd M Aces MfS- 8W< GA Attaa l roetomr A6 x 1/8' PN/PHIL 18 HE. lock top Mount yr NYLONMPPTED _ _ Lock Bettan taunt ANPpr NYlml ADAPTOR - 193 1/E' Pa• Wit VtlN -- _ Sidetite Wng 33 13/IW m A C 35 3/16 unax. ' G, • tkwaVA Mall-P4Mt -LOM OL/27/11 YAAWFALTORBR a RRAEIF7 4LOR6YBM BAam AB NUMB Dms &Nbed W comply N/ 8010 Phe yo. Pr M cNa• neA HARE" sPAVM+Am emr MOA AP am NMCI /OMON OODR 1 m a °""°IP RetaAlReso nii "la Porte" Impact" French Out -Swing Door •`.,P*. �.. AO°"� Ralwn 8rae4 � 38 ATB -" L- _ '. /!"nP)� n.lA A•! •...6., _ A.wP AN"tr.. fT1-2003 A.M.IwT.�t 7 e 7 3 aeAI Bm/ 9¢/Gf \ M- OLD Vitlt ti j \ C i D E D 2 �OO} `aE Active Inactive tt7 CC XX -m AFL L»Z•+I6 N RA 6 I/E' A°O°e` ai a° Sidelite \ / nM -T V 47/1 gry /j mm Sidelite m_ war 7 1 1r ANf.HOR NOTES a I NF5 8- tre• , / I • -'.7p ,1 8• -4-I2' +_6' „q•. � T t. &E. 0.�"YAXT. LOTIONS. Lot SbXilte) 2. SHEET �S6 FOR MSTAW8ION u .-I -1+ TIO'- a PC rve mU hactNa pomp 3/+• rEE 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL .."OEXTERIOR ELEVATION 1} QUAWI'1PS SINGLE IN Mi7L7D'1.6 PANELS (BER BLBYATIONB). 8). QUALIFIER"A UNITS SID%LIT88 1145 AND WCX TES 1)�THIS PRODUCT 6 WIDENED AS PER 2010 FLOSSM EvTDNT: COOS. SIZ 95 3 TRAIL FRAME SIZE t45 1/B°N. % 98 3J4•A. 0%%0 2). GLASS MEETS WARREMENTS OF ASTM-EISDO AS PER CHAPTER 24 OF 4 . QUASIT I ES FALSE 09 DOUBLE E Wr APPLIED !/SUICONS. 6} 91N6LE OZ DNOTES SO25" RAILS THE FSC 2010 CODE. 3). WOOD SUCKS SY OTHERS. AM BE A CF�ED PROPERLY TO MINSTER MAR. AY 6). MAL DAYLITS OPENING HMOR v 1!8° A 89 I/8 7I. MAL DAYWTR OAT LOAD TO M£ STRUCTURE & TO BE RLYIENEO BY SIALONEi OFFENL 4). ANCHEIRS SHALL BE AS LISTED. ANO SPACED AS NOTED ABOVE AND ON 6). SBS ELEVATION AT SHt r 1.11P fare FOR MAX ANCHOR SPACING OWNING DFTARS. ANCHOR EMBEDMENT TO BAS£ MATERIAL SMALL BE SET= WALL ORESSEW OR STUCCO D}. ALJ. DIMENSIONS SPECIFIED ARB IN INCHES SPECIFIED TOIL NO MURRTCANE SHUTTWS ARE RENIUMED 5J. SEE MOTES 0 SHEET 4 Of a FOR MTAIJATIUN FASTENERS TYPE. 6). ANCIMA1N0 OR LOW" CONDITIONS NOT SHORN M THESE OETAG.S ARE OF THIS APPROVAL 190WCFR@IDWBD ma amP115+ea6A0eFTaMM .NOT I�MPART LIMITA AJ_Y! 1). MNt. OP v 386 PSF 6I (4) SPAPca BatO & Qaaa Typos A. B. C & 0. 6RDdmeOo6 Aamplaa0a 1 R,Y �•p" (SEE LOCATION DETAILS 0 SHEET 3 O 8) WC!OM T). MAX OF, PSF W/ 2-POR9 Lack («IMa)+ (T) SAHOA4 BWIa OI 1naaWe 3). MAX OP - 276 PBT W/ FW SID & -AT W w wkme vWm i dauaba is J. PROFESSIONAL �@6S a9 raN 04W and Al apmlinD is ~t0d by ew" mSA 9mOlm MOO Pro. (1-oatWe)+(1-possM) al axNr4 41. Yq%. OF - 10►�8E P/SSFF Itaalllan Ne1m . Bmiecd I. aemyly v/ F'8C80G/ -11 108 to 0y M/ PBCB009 &added �W®J''YMWU-PWn/7t��le(Ia'k BSI NW 90M SL �l JL F F IJ ®1 tl IS MEO EY, 6-08160 35166 I. -h l- IPavIHad OGN 01/08/10 (YNi7U�'1'I-TIE. z3. INC.) (305)688^8680 ' G, • tkwaVA Mall-P4Mt -LOM OL/27/11 YAAWFALTORBR a RRAEIF7 4LOR6YBM BAam AB NUMB Dms &Nbed W comply N/ 8010 Phe yo. Pr M cNa• neA HARE" sPAVM+Am emr MOA AP am NMCI /OMON OODR 1 m a °""°IP RetaAlReso nii "la Porte" Impact" French Out -Swing Door •`.,P*. �.. AO°"� Ralwn 8rae4 � 38 ATB -" L- _ '. /!"nP)� n.lA A•! •...6., _ A.wP AN"tr.. fT1-2003 A.M.IwT.�t 7 � w ]ra• aon wl vew — n sna• rw unn vela — — � N v6• w. wr ea � �ilvr�wea — — �iwf �oei �'jf frPoroi veto �''r^a+g6 Pari vbrn °' a A�< 33Po1""3/16."emx. A a e 3S 3/16•• � - ] 1 f 3 53/16' o LM lux TV F I c tive Q c $b a tiv8 a$ Ac the$ F r%fir All}r� � � w°s � ���r r � �� P� °• � I p i p L® r �lr air "On" ELEYA rION a "XX" ELEVATION •"QX_. FL.EV&'I_IQAS a "X" Fi ENATION "0" EI ENATION APPROVED CONFIGURATIONS 6t µfEgMiE 6aT pPlro]6" � -� '^'9 1. ALL ELEVATIONS ARE A LRtAPiDUBL REPRESEMTAM aA C 75r"'�/16' roa VR A FROM iNE EIfTER10ft BRIE. ` -_ - 2 FALSE COLONrAI 1RR71W5 ARE APPLIEp w/ SILXX)NE T;l Mex w o. OUT -$MG DOOR tlITNOUT $WC'T SCREEN. p p p„ i%!r r%!r r 3 a E 9 @ y$ u e ss� ACL�ve O gfCSURAVVIND M4meE'Iw/tl�e p �" 6 -•"i!r i! f Bgqq 1. t...` .. • 0IM AWh la9r Y(LI AOPLIGIPt AQ%IWORN9 PBR BUaO"R L�f'. UA 8 p I'ROP66BIt6yA1. 2 M7R011 • 0 PARENDaL6 cgG7t6 F Or'.. ®URB 6T rWaE dD9 -_ .. vL Lrc 0 ij, �' .•' C ... 1teoMloo nolAar LA V 9' FJ ®1 tl :%• •• le mmp(F • 7BA8W4 -t Ob 83D7 NW 60N St. ~- '. to roaD17 ./ 78C60C] & aa�d MEOLEV. FLOftM 33166 6¢nrmrurL ear 7.. Dwvlatm ou.. 0l/88/to Y1�VDVS11f*fW-J=: INC, (305)666-8660 i°ms u San i a a Mott -Po aL la g oL/a7/u ww m c+roam Dv ame]rr �cDrm w mrm a un m�s8 ADuaa to oaayry •/ 3otA FBC ANCHOR NOTES: .�. 1'•' r '., ,a.w eo Naboa scam sE ttLVAl107 A7 s F[(i of 6 roR �; . a a7 a 10 Porto" Impact" French Out Door A55��[gSSRNEE��a��cWS . ppFFSPfiWC ANO LOCATgNS. a. FASTENER6 TVPE6.8 FOR INSTALLATION,'j.�•�` p 18 +.A•"" __._.... m.aa....- - DATE_ _ f•` a.f.e. FD -2003 a"" v •Laibrta' ORAL•1' PB8NCR 0Di8XIR6 D008 - D1f8Wp LOAD 01MRT �IDJtUlIA6BT IgpIB>R DP Plela iIM6 0 P9P I X178 O) BLe89 7TP6 � 01866 0IA89 6IAffi 'A' 6 •B• 7YP8 R''fVP6 'ITIS � • 6ee67 • Nli® ./-fP671 v07D • �/-f76� •/-t 10 1/d• S •O6D U 3/16' P.161•76D•760 16 Va••8601]-3116'•7601760 1/9• 7)•S_X660231760 .I60 E81/9af37•660>g3/16• 176-07603D1/a• sa3116• L78A1760 30Va• _76,0 l76A 10 1I9• 6 •B6D II 3116' 1760 .7" !76o 16 114• 8R IId• OB I/a• 00 1/t' 30 7/a• 9Y al67 1M0 6 1060 173/16• 1760 1760 1760 6 1660 R3 3116• 1760 1760 !]60 6 !860 69 N6• 1760 176-0 :76A 6 1860 a 3/16' x760 1760 _6 !]6A 1860 3S 3/16• 116D •76A 176D _UW TAPC@t ­ ISK".41C'S'B"RECAV M SP.ClNW I— SIM.W width 4-1 74 Wth 77 2 I k Min EMBED iYP Actiwr DUN= 7 E4 L_J I= STM WITH PLUSH DOLT LOCK STILES WITR TWO-POINT LWK & PLUSH BOLT 3 19 17 28 INTERIOR SIDE EMMOR WOE (D-- 36 2. 13 12 22 SILL M, L BED 11S 1A16'• 'APCON W V 15 s, m SPACIMfJ QB2) OPTIONAL BAU-1219AIL Active INTERIOR SIDE LOCK STILE \:,/=M=0R SID UNIT WIDTH Two -Po MULTI -1,01 — � . .75 19 — W . .66 PRIOMMISHINK ENGRODIR )ATE___ E JAMS 1—ti" 6 Q 17 72 17 17 Ease �stoxe 10 14 9 10 4 UD C2 MIN EMBED (TV) AROIOR 1. &&EIMMAY W.1 Or 6 rOR G LOCATIONS a AND AOLive 11%acu" "oft OPT[ML ROUT 0 TOP Q_ AeUve Inaou" 45 N OPTIONAL SILL ' T^'�I Mdr•1�MBEb OPTIONAL. BOLT ®IIQ1TOM RAIL CTAR C9 FIR LOCAT Kmw`� It") tPSIJEIER 9/16• fAPC61Vi ' hr,;TTSML Fast VACUO HO BLT & I.) RAT BILL NOTE: 3 TWO-POINT LOCK LIMITATIONS: MORS L SIDELMS WITH THIS SRL TO BE 99 I/V J- rRNIE REIMT. 1). MAL OP - 9:86 PSF W/ (4) THIS 711PE BF SILL IS LDUtE Ta ­ M r%F CEsItA W4 AND _ SWT_ Wft! GW. IYM A. a. & C K MST USED VHM WATER DIFILTMM IS TNOT REWWU O TIC 2} MAL OP 176 PSF W/ 2 -POW E)CILAIM2 UPEKM IS PWTMTCD WITH AN EXISAIDED CELLIND DR =T JUNk (00 )+(2) %WIGCe 8042 0 VgJlft 1y IMGWM'ZTUMRSMM To THE HEIGHT or W WALL LAWSON _.j 8501 W 2011, SL I, —ply ./ NEW --I I/OV-45 t.=*; / IPTI MM & &dw MODLEY. RORD% 3316633166l I ,, ./to tr4c.) (305) 896-8600 *a-vwa L -k 01/47/11 NANOg=M N 4VAUTr AUNOW MWW An CtA�W DOORg ZDIO re: R.W_ V_ of it "La Porte" Impact" French Out—Swing Door STILE 15 is 17 12 MIN CmRE T 17 12 38 OH IRrEMOR SIDE 7'PnE�2 12 13 12 Wed RommA, 2 W Facm LA W, ON 33166 td Cla. 01/22/10 —ply 20to IW 11-M E —Swing Door I - MIN �K IT �otat Porte" impact" French Out — m v. smttt Anmatm mwe aatFOm` m.rsNma. J— va,a9a,aa ra w —. FRAME ASSEMBLY DETAIL SIDEUTE/JAMB ATTAL9IMENT DETAIL SILL SEALANT DETAIL mar azrp summ M tw �,,.•-•,�,` amiss �'oaa'we/ .a¢ atarNmt saws an a.er is a9. vv aemm. HINGE ATTACHMENT _ DETAILS xaa Inst /' �iaawso � � ur, .aro ass swm nam a,Nc 1 PANEL ASSEMBLY DETAIL wnm sui Ana A¢Kx Nae eavm �a I'I$I TYPE & DE3CRPTIONN I .A80ga mmetad Gime 0 r D t oat — BB ' u NPI OE4GOIP1'mP oeta0. 1 OIIB• AnraeleN .LL.� D 090. OWena SG9 IneaAA r 0/IB' Arrgetad 0' O A L mtaetad Bim 5 u INTERIOR SIDE a� aming eImam f-„B.-Io>am,tg Delta /�_Q/��c_R/meg g'Ea�°ptpame'' � -Cti-L�OBaIKIag 1 I Iemmemd map q DOPma or �aatl. 7 Type •A'. •B• -C'Tiff A Lemmata pm BoNHa as rAetE vi D gAraM rrPE s I/A RemN IIBY SpA 9 Gt�AZING DETAIL EXfElm SIDE &I I'I$I TYPE & DE3CRPTIONN I .A80ga mmetad Gime 0 r D t oat — BB ' u NPI OE4GOIP1'mP oeta0. 1 OIIB• AnraeleN .LL.� D 090. OWena SG9 IneaAA r 0/IB' Arrgetad 0' O A L mtaetad Bim 5 u a t- pe a e a� aming eImam 1 1/9' ArcaatW P .090' OW'eet NVP N _ I arr� u tre• a.aaw .SAO A aminated IRmo�-i:teu trot PexPurroN i In• rues-ss•rnPuwnae new -r 3 1/B' cant-StrongONrW Glee INTERIOR SIDE tU0 gag ,�,�,,. aming eImam r.Id'LMG TYPR & DESCNIPTIONQ 6/18- s-^••••,� Dlen �A .3AD A Lemmata pm BoNHa - pep T D E IIBY 0 OgrML aeT: aA¢E vi IAArua IaPE a es�llPTttPO. t ve• Nns-stmgtivmd aep � a s Ou sena tae u ve• Keos-ss.aagavad Buns 1/4• monteted . Mr mBm,Ali9 Am ensu AingpBop/ s ve• tfOnKgCe BLAS$ 'u �,� 1/g- Tamp mem - tED r,.6OAt•- encs .SAO a OWB Solatb�16 m snaaa. aeAK - v.• 0 trot ot.�wrmN elms .. 1 Paxa em•tsN-sa�f s ve• cos-saanaaare wa. _ BXPBRIOR 8 : 090' OuPout EW N ve• iaes-s tKKua Boa. GLAZING DETAIL• 09 s ve•tE,rogPEe pass ..,=J Wm ata sI um scM� .m Ift. srstuwcamLO°B 3Oa”' aE rKaES I'm SPACmD = Ming rm mne0as { r-IMo am msr <Bpg is'nioi 1' MK secs gmt. "'�I•�ir : l epK> 1 Run III APPAWWm° sad i. p mrtacC°1i vii a.at Mao-oa¢ ap o a rLAfm m w•mttm 1/.• a'IaK. gem liP. Va• aei 51ttM rF. t Ur KM EOR Oai. —mw mco TAPCON vi 1 VS' KIN VIRL0. .y. Kp, ��5��I1/6• IgqaPgtagEmy�Vi �¢ I+. �rm tscc Nms Ym sPAtiNm ra r. aEC ETES TOP BMW P� ONPvr 66R co' TO & O KS7 Nfat) 8 . LP.1� , FL • e tSEE�. /ID�is t3) . -• 11 `YAK. SNpt TW. Ve• ItAx SKIN I". MIfE VI61vL - OaIA4At®i BCTA0.S NNY MPLt ` .�,., 10 DmR aPanE .wu amrm rtes MAa N'NAME INSTALLATION OPTIONAL. DETAILS t �� "S LTTw r.JCi ::.yr7.;,` DATE___ II HINOR ASSRMBLY DETAIL #FD-ePR-R rmioa Notaat mad to maWr v PSC�OC -u/BI p mad to a plr N/ r CRR & edded "W mm 01/m/10 CIN mad HOIt-Perot to* 01/a/11 mad b —ply N/ 2010 PBC „dam �Ae Nelam Sana 01 ti aLa yep Meme„ ease ut/2nn2 d za/a o v S O a MEDLEY, R IONO)A MIN F73ilG>1—iFY�.) (305) 890 -NW French Out—Swing Door y3/gg pp.. yg• pD 3./ �( 076 ..,1_ ��•D76I-- '---- 9.900 _—�; �IjI Oj 310ELOBm.I SiEEI BOLI �® �I• 8 A6E �rf 1 651UE 1.259 A79 a27 b87 i�. - A gg g g $ FLUSH BOLT AND o-POILE I/367 BHAAURD R gCIL•A-?�JNOG ADAPTER O QUARTER I FRAME 9Fo . /n1 PA�ELBHOITNGE STILE 1 O) g1. -90t HEAD e } a 49 N U�IDBLOCK L/ 1.81E --1 gFD-627_1 J 730 •7L6 b p 4 4 B aD0 V64 QBOB IIARPSR ROUND 1.750 •1 -069 - tt g1. 10 #-j912 =aD- a 4 g = 3 PLUSH ROLT� 47 ANCLE GUIDE 9a9 — A60 O PANEL LOCK STILE O FRAME BILL b96 g1.-906 g1.-902 pq,yyli-pppp�nyt LOQt nCTtYC pA��ALtl�pp t LOCIt PASSIVE 1 1/8• LANG gFD-626-1 ,gag — L I -- I SIR -i 1.750 —1 1 Btx —1gq�1 4U—ARM1RRI ROUND 1. `l a� I ('0� —t (1/47 BRAb J 1 L �_—�' —7 g 1j5t g 1kS0 gL-811 072 I IPI 0.199 465 ; I gg Y Qc T: • i °O E. .095 ly F---- HALF ROUND 4.000 a7E • 9� 42 FALSE MUR17N 8 BAIL ADAPTER I. O JAMB ADAPTER fwx p 1 U2. II OL -913 gL-009 q - D82 .100 �- g1.-906 50 51 52 -61,6• SIDEUTE PANEL ALUMINUM PLATE 35 FPMC91mk Nc.770076 iJO2 9398 N17SICAL g- IANC gt[C-002 Owev�",HW—•A• W— 7s n zm �� Spxgb u.m t9s U773 O PANES. TOP At 1lm0oSuagB,PB 1690 I7R1B tlfomm tOreytE¢1% TA10 nela BOTTOM RAIL ACTry1y[[ wavm.E a iRIMSEf ppTS1yE wRmc•- y 1gpBET FRAME JAMB M1d&. 1094mo um.PS1 T/SO Od18 A-906 O FRAME HEAD 8HRAR PLATE 1 Idn •110 O.SIA ®L- �' g1.-916 Y g M9d1>.C°mpwmd Ro. T18T.76 1301937 a Hmdma A•.�OIn n D490t 1. ALL DIMENSIONS SPECIFIED An IN now 9pod6ef in 1.61 O.M 2. SIAJ OVATION AT SHEET 1 OF 6 FOR O.C. �99 5 7�5 �p�Mn " � ANCHOR MAL SPACING AM IaGTION8 •l, - IDnssee �... �. . R$ $ MaaRgE laDMmammm,eA 7610 D PRODUCTIi�WB0 _... _'A.0 0AIbaBLIDeWaG FRAME 1A8 SILL ® /1i�6R g1.-918 28. I t•, /8 KIT TO DETAM -W At SHEET R 3 OF 6 �'"6Od i0rE8 NRD LpOTATtORS. .� �0B0UIOE I1/ OWN[ 1Q � ^•� _- /j g�T/gq//T��®y /]]P��O\R{TADOIi10•:AL 1 Re91wd b f67 w P8C8W1 -11/01/06 L LJI 8501 IAM 90th 4. ®1 3I8' OA 11M9I18}IIPt// -1 'ftW L .H Y I IJ b ., 01 / PBCB007 & edd9d 1M) 6 8-BMFLORIDA 33188 9 Intol9tvd 6Iw 01/EB/10 SY-•. �; TNG. (309) 696-8860 A SfLEL 80.T -- sr 80.1 - StAPtE6T TIB0. 70.1 t" •A.M-d tl M -Point 1.& 01/87It1 ARgdo CIRpFy pP Rn//7Y 9yUytptp nKD0Y8IMR 04x9 DOOF9 z/B1M110! 4 IDPIT / 8010 PRC 7 99wm Aa Rev 7.eA tiM.1' Optional Multi—Point Locks 9/16• DD ffi NH hie au are• nD m <.r ecu P'�" tay�Rou Wm arc � � 47Aer rnml 00TH 6 m 6 OPTIONAL LOCH (9/ B&C PSI OP) INACMYE-PANEL. 18 BOLT qm�m Aai4N8" N°�" g 01/87 II "La Porte" Impact" French Out -Swing Door °iai °j° ASW.ANO int -STACT9 LOCK # C- I.00If (HC -080 780 DP) Asw.AaD nISiW iS PAs9 RANDI.E 6 YRIISCT nJJsH gHC-OOI >> N.U. &e7o Ol 18 �� ` �tri1P.'•H?`� �"' tae.. Pwv re- _ HANDLE L fRD1SLT _ AUI.AND CV920W-A D 6VSEmA-P DATE aLa. FD -2003 . zo'1 + c 04 2`51/ lie IC) m 21c,it 0 Z m 21c,it 0 M IAMbDADE MIAMI-DADE COUNTY 311-8 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade gov/pera1 Trulite Window & Door Solations, LLC 8130 NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2500" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum. Single Hung Window (L.M.I.)", sheets 1, 2, 2.1, 3,4 and 5 of 5, dated 07/26/05 with revision E dated 12/23/11, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0428.02 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0118.18 CAEPPROMVE Expiration Date: December 01, 2015 Approval Date: March 15, 2012 Page 1 Tralite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05-37, Sheets 1, 2, 2.1, 3, 4 and 5 of 5, titled "Series 2500 Alum. Single Hung Window (L.M.I.)", prepared by Al-Farooq Corporation, dated 07/26/05 with revision E dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6088, dated'December 02, 2009, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 10-0428 02) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5250, dated duly 30, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 09-031609) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI44-1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 05-0810.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI44-1419B; dated Jan. 21, 2005, signed and sealed by Ivonne4Ghia, P. E. (Submitted under NOA No. 05-0810.04) /If ARA Manuel P ez, t.E. Product Control E ner NOA No. 12-0118.18 Expiration Date: December 01, 2015 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-200.7 and FBC-2010, prepared by Al-Farooq Corporation, dated 04/21/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 084709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0428-02, issued to Arch Windows, LLC dba AWP, for their Series "2500" Aluminum Single Hung Window — L.M.I.", approved on 08/25/10 and expiring on 12/01/15. MAinuetPA—imP.E. Product ControNksminer NOA No. 12-011&18 Expiration Date: December 01, 2015 E-2 Approval Date: March 15, 2012 FALSE (SUMUI k M THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIErS 2500 ALUMINUM SINGLE HUNG ATINDO>?f DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEETS 2 & 2.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALI. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8' 83 1/8" WINDOW WIDTH WINDOW WIDTH M 50 1/4"50 1/4' z D.L OPG. (FD(M) D.L.OPO. (FIXED) 14 3/8' MAX. 14 3/8' MAX. a HEAP/SILL FALSE LIUNTINS HFAD/BILI 0. 5HFAD/STY (SURFACEMAY BAE�� 5' MAX. TYP. HEAD/SI L A CORM A CORNERS °r 1 r � a � $ J C ii ii 1 � C ii ii �Ty WM ITHOUT SILL NCHH 48 3/4" O.L OPG. N SEE SHEET 2.1 D.L. OPG. a FOR CAPACRIES a ,�j Z 51' M 51' M VENT WIDTH ; VENT WIDTH TYPICAL ELEVATION TESTED UNITS I II I I I I$I�tl LAMINATED GLASS LARGE MISSILE IMPACT 1$ Fngr.JAVAD. PAO�WCf ilmw381RBVISBI Flolide �cml . pOjo�do PEp ,r2 g .AN.3638. !=� 5JBY drawing no. W05-37 ' I shsat,l of 5 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. EQUAL I= WINDOWS DESIGN LOAD CAPACITY - PSP GLASS TYPES 'A' & 'B' , J WINDOW DAIS. ANCHORS MBTROD 'A' ANCfIOR$ HBIHOD B WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2' 37" 4Y 48" 53-1/8° 26" (3) 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 00.0 70.0 85.4_ 70.0 70.0 78.0 70.0 90.0 90.0 19-1/6' 28-1/2" 37' 42' 48" 53-1/8• 38-3/8' (4) 70.0 90.0 70.0 90.0 _ 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 81.5 70.0 90.0 1 70.0 73.0 70.0 90.0 1 97.0 07.0 70.0 90.0 19-1/8° 29-1/2' 37" 42' 48' 63-1/8' 50-5/8' (4) 70.0 90.0 70.0 Sao 70.0 81.4 70.0 90.0 64.2 94.2 70.0 00.0 58.3 38.3 70.0 90.0 82.5 52X) 60.0 85.0 46.4 48.4 60.0 a&o 19-1/6' 28-1/2' 37• 42' 48' 53-1/8" 59• (5) 70.0 90.0 70.0 90.0 70.0 83.1 70.0 90.0 86.0 66.0 70.0 90.0 60.0 60.2 60.0 8&0 54.5 1 54.6 60.0 61L0 50.3 502 60.0 6&0 19-1/8" 26-1/2' 37• 42" 48" 53-1/8" 83' (a) 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 72.8 70.0 90.0 60.0 6&0 60.0 8&0 60.0 80.2 80.0 68.0 53.3 53.3 80.0 6&o 19-1/8" 26-1/2' 37' 42' 48' 53-1/6' 74-1/4' (8) 70.0 90.0 70.0 90.0 70.0 74.8 70.0 90.0 58.4 5&4 60.0 0 63.4 53.4 80.0 i-200 48.8 48.8 60.0 45.2 2 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WINDOWS WITH SILL ANCHORS 1/4- DIA ANCHORS 1/4' DIA ANCHORS AT THIS LOCATION AY THIS LOCATION FOR UPPER HALF OF JAMES FOR UPPER & LOWER HALF OF JAMBS X18" DIA ANCHORS THIS LOCATION FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A' ANCHORS METHOD 'B' UNEQUAL LITHH (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLOB TYPES 'A' & 'B' , J WINDOW DI1I8. W WINDOWS WITH SILL ANCHORS 1/4- DIA ANCHORS 1/4' DIA ANCHORS AT THIS LOCATION AY THIS LOCATION FOR UPPER HALF OF JAMES FOR UPPER & LOWER HALF OF JAMBS X18" DIA ANCHORS THIS LOCATION FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A' ANCHORS METHOD 'B' • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. UNEQUAL LITHH (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLOB TYPES 'A' & 'B' g WINDOW DI1I8. ANCHORS MBTHOD 'A' ANCH01� IfEIHOD 'H' WIDTH HEIGHT EXT.(+) IMt.(-) EXL(+) 1M.(-) 19-1/8° 26-1/2' 37' 42' 48' 53-1/8• 50-5/8" (4) 70.0 90.0 70.0 90.0 70.0 80.3 70.0 90.0 83.2 83.2 70.0 90.0 57.5 57.5 70.0 90.0 51.9 81.9 70.0 90.0 1 47.9 47.9 70.0 81.9 19-1/8' 26-1/2' 3r 42' 46' 53-1/8" 58• (5) 70.0 90.0 70.0 90.0 70.0 82.2 70.0 90.0 03.9 53.9 70.0 90.0 5&4 58.4 70.0 00.0 52.9 52.9 70.0 80.4 49.0 49.0 70.0 72.4 19-1/8" 26-1/2" 3i 42" 48" 83° (6) 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 70.1 - 70.0 90.0 83.9 63.9 70.0 83.7 58.0 58.0 70.0 74.9 19-1/8" 26-1/2' 7a-'1/4• (8) 70.0 90.0 70.0 70.0 74.a 70.0 Mi-Ni 58.5 56.5 70.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. rc gRonrc 1/8• ANN. GLASS g 1/8• ANN. GLASS GLASS TYPE 'A' 090 POLYESTER INTERLAYER ODCAOS 090 PVB INTERLAYER DECLARATOIRY STATEMENT DEC -219 SAFETY -PLUS II BY GLASSLAM SAFLEX 19G BY 'SOLUTw 1/8" ANN. GLASS 1/8' ANN. GLASS PET FLAP PET FLAP .010'X58 .010'X 58" IN S LICONE IN SILICONE SILICONE SILICONE GE 2800 yl GE 2800 a L M i83 L M rc gRonrc FOAM TAPE g FOAM TAPE GLASS TYPE 'A' GLASS TYPE GLAZING OPTIONS �,, "VAD AINO PR FLA PE io59z CAN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BAND ASED ON ASTBUILDINGM E1300-04 (3 SEC. GUSTS) A,% -;g ODCAOS DECLARATOIRY STATEMENT DEC -219 �p� aria drOWtng no. W05-37 sheat 2 of $ ro4. �. F� �� Y x -ai q O h qLF H ab w1l 9149 QQ O d� WINDOWS WITHOUT SILL ANCHORS z ° N0. IN PARENTHESIS INDICATE NO. OF = LL ANCHORS PER JAMB. a m 4 4ND " Z ERLAYER Y 'SOLUTW ,- S N. OIASS GE ILICONE 2800 yl M �$ * NO. IN PARENTHESIS INDICATE NO. OF ANCCHORS PER JAMB, $ 0 1/4° DIA ANCHORS ,/4" DIA ANCHORS m FOR UPPER AT THIS �N OF JAMS /-FOR UPPER && GLOWER 0 6 a LuaF of JAMes GLASS TYPE 'C' En9rn JA kHbl D PRODUCT RBYISBD ,T j L PEE'''78892 ft thoPlo,ida 3 ,B° DIA MCHWS Af THIS LOCATION NOTE: FOR LOWER HALF OF JAMBS GLASS CAPACITIES ON THIS SHEET ARE �tafai draWing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS} ANCHORS A3ETHOD 'A' ANCHORS bIETHOA ,H, AND FLORIDA BUILDING COMMISSION W055-37 DECLARATORY STATEMENT DCAOS-DEC-219 aheat2.lof 5 EQUAL LI7'E8 WINDOWS DESIGN LOAD CAPACITY - PSP' CLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHOL� M6%'HOD 'B' WIDTH LfEND{I' E%T.(+> ,M.(-> ,M.c-) ,9-1/8' 80.0 B8.0 80.0 86.D 28-1/2' 80.0 86.0 80.0 86.0 37° 28' 80.0 85.0 80.0 86.0 42" (3) 80,0 83.3 80.0 B6.0 48" 88.4 58.4 B0.0 88.0 03-,/8° 80,0 80.0 �.0 88.0 19-1/8° 80.0 88.0 80.0 88.0 20-1/2• B0.0 BEA 80.0 85.0 _ 37° 38-3/8" 80.0 84.9 80.0 88.0 az• (a) szz 67.2 eo.o aso ae" so.o So.o 60.0 Ba.o 53-,/a' 4x2 45.2 Bo.o es.o 18-1/8° 80.0 68.0 80.0 66.0 28-f/2° 80.0 85.0 80.0 88.0 37° �-8/8° [j4ll,�2 UNEQUAL LIT&9 (OBn'C, TYPES) WINDOWS DFRIGN LOAD CAPACITY - PSF CLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WIDTH H£IDM IXL(+) 1M.(-) IXT.(+) 1M.(-) 18-1/8" 26--,/r 37° 42' 48° 63-1/8° SO -8/8° (4) 80.0 86.0 60.0 86.0 Bao ae,o so.o Bao 49.2 49.2 B0.0 8a.0 43.3 43.3 �.0 86.0 37.9 37.9 BOA 88.0 34.3 34.3 �.0 88.0 19-,/8" 28-,/2° 37° az" aa° $3-i/8" 58° {e} 80.0 85.0 B0.0 85.0 80.0 85.0 BOA 85.0 52,8 52.8 80.0 85.0 489 as.s ao.o ea.o 40.7 40.7 so.o s6.o 38.8 38.8 �A 86.0 42' (4) 80.0 _86.0 BOA 86.0 80.0 86.0 80.0 88.0 49.2 80.0 88.0 43.3 80.0 86.04a°37.9 eaoBfi.ox3-1/6° 65.0 3a.3 soo e5.o ,9-i/8" 28-1/2• 37° 42` 48° 53-1/9' ss° {B) 00,0 88.0 Bao 85.0 �,0 88.0 80.0 8x,0 629 sz9 soa efi.o ae9 48.5 80.0 ea.0 40.7 aoa so.o Bx.a 389 38.8 Bao 86.0 19-1/8' 26-1/r 37" 42" 48• 83-1/8° 83" (6} 80,0 8x.0 80.0 85.0 80.0 8x.0 80.0 85.0 58.3 89.3 80.0 8x.0 82.2 52.2 80.0 8x.0 48.7 48.7 80.0 88.0 41.3 41.3 80.0 88.0 1!)-1/8° 28-1/2° 37" 4r 48° 83-,/a° 74-1/4° (8) 80.0 88.D 80.0 85.0 80.0 8x.0 80.0 88.0 50.3 x0.3 80.0 8xA 44.3 44.3 80.0 85.0 38.6 38.8 80.0 B8.0 38.0 38.0 80.0 0x.0 ro4. �. F� �� Y x -ai q O h qLF H ab w1l 9149 QQ O d� WINDOWS WITHOUT SILL ANCHORS z ° N0. IN PARENTHESIS INDICATE NO. OF = LL ANCHORS PER JAMB. a m 4 4ND " Z ERLAYER Y 'SOLUTW ,- S N. OIASS GE ILICONE 2800 yl M �$ * NO. IN PARENTHESIS INDICATE NO. OF ANCCHORS PER JAMB, $ 0 1/4° DIA ANCHORS ,/4" DIA ANCHORS m FOR UPPER AT THIS �N OF JAMS /-FOR UPPER && GLOWER 0 6 a LuaF of JAMes GLASS TYPE 'C' En9rn JA kHbl D PRODUCT RBYISBD ,T j L PEE'''78892 ft thoPlo,ida 3 ,B° DIA MCHWS Af THIS LOCATION NOTE: FOR LOWER HALF OF JAMBS GLASS CAPACITIES ON THIS SHEET ARE �tafai draWing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS} ANCHORS A3ETHOD 'A' ANCHORS bIETHOA ,H, AND FLORIDA BUILDING COMMISSION W055-37 DECLARATORY STATEMENT DCAOS-DEC-219 aheat2.lof 5 EQUAL LI7'E8 WINDOWS DESIGN LOAD CAPACITY - PSP' CLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHOL� M6%'HOD 'B' WIDTH LfEND{I' E%T.(+> ,M.(-> ,M.c-) ,9-1/8' 80.0 B8.0 80.0 86.D 28-1/2' 80.0 86.0 80.0 86.0 37° 28' 80.0 85.0 80.0 86.0 42" (3) 80,0 83.3 80.0 B6.0 48" 88.4 58.4 B0.0 88.0 03-,/8° 80,0 80.0 �.0 88.0 19-1/8° 80.0 88.0 80.0 88.0 20-1/2• B0.0 BEA 80.0 85.0 _ 37° 38-3/8" 80.0 84.9 80.0 88.0 az• (a) szz 67.2 eo.o aso ae" so.o So.o 60.0 Ba.o 53-,/a' 4x2 45.2 Bo.o es.o 18-1/8° 80.0 68.0 80.0 66.0 28-f/2° 80.0 85.0 80.0 88.0 37° �-8/8° [j4ll,�2 UNEQUAL LIT&9 (OBn'C, TYPES) WINDOWS DFRIGN LOAD CAPACITY - PSF CLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WIDTH H£IDM IXL(+) 1M.(-) IXT.(+) 1M.(-) 18-1/8" 26--,/r 37° 42' 48° 63-1/8° SO -8/8° (4) 80.0 86.0 60.0 86.0 Bao ae,o so.o Bao 49.2 49.2 B0.0 8a.0 43.3 43.3 �.0 86.0 37.9 37.9 BOA 88.0 34.3 34.3 �.0 88.0 19-,/8" 28-,/2° 37° az" aa° $3-i/8" 58° {e} 80.0 85.0 B0.0 85.0 80.0 85.0 BOA 85.0 52,8 52.8 80.0 85.0 489 as.s ao.o ea.o 40.7 40.7 so.o s6.o 38.8 38.8 �A 86.0 18-1/8• 28-1/2° 37° ar 4b• 83° (s) 80.0 _86.0 BOA 86.0 80.0 86.0 80.0 88.0 89.3 69.3 80.0 88.0 szs Sz.2 �.o ea.o a6.7 4x.7 Bo.o 65.0 ,a -,/e° �-1/2. 37• 74-1/4° (8) so.o Bs.o �A no 80.0 05.0 �.0 88.0 60.3 80.3 80.0 86.0 ro4. �. F� �� Y x -ai q O h qLF H ab w1l 9149 QQ O d� WINDOWS WITHOUT SILL ANCHORS z ° N0. IN PARENTHESIS INDICATE NO. OF = LL ANCHORS PER JAMB. a m 4 4ND " Z ERLAYER Y 'SOLUTW ,- S N. OIASS GE ILICONE 2800 yl M �$ * NO. IN PARENTHESIS INDICATE NO. OF ANCCHORS PER JAMB, $ 0 1/4° DIA ANCHORS ,/4" DIA ANCHORS m FOR UPPER AT THIS �N OF JAMS /-FOR UPPER && GLOWER 0 6 a LuaF of JAMes GLASS TYPE 'C' En9rn JA kHbl D PRODUCT RBYISBD ,T j L PEE'''78892 ft thoPlo,ida 3 ,B° DIA MCHWS Af THIS LOCATION NOTE: FOR LOWER HALF OF JAMBS GLASS CAPACITIES ON THIS SHEET ARE �tafai draWing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS} ANCHORS A3ETHOD 'A' ANCHORS bIETHOA ,H, AND FLORIDA BUILDING COMMISSION W055-37 DECLARATORY STATEMENT DCAOS-DEC-219 aheat2.lof 5 EQUAL LI7'E8 WINDOWS DESIGN LOAD CAPACITY - PSP' CLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHOL� M6%'HOD 'B' WIDTH LfEND{I' E%T.(+> ,M.(-> ,M.c-) ,9-1/8' 80.0 B8.0 80.0 86.D 28-1/2' 80.0 86.0 80.0 86.0 37° 28' 80.0 85.0 80.0 86.0 42" (3) 80,0 83.3 80.0 B6.0 48" 88.4 58.4 B0.0 88.0 03-,/8° 80,0 80.0 �.0 88.0 19-1/8° 80.0 88.0 80.0 88.0 20-1/2• B0.0 BEA 80.0 85.0 _ 37° 38-3/8" 80.0 84.9 80.0 88.0 az• (a) szz 67.2 eo.o aso ae" so.o So.o 60.0 Ba.o 53-,/a' 4x2 45.2 Bo.o es.o 18-1/8° 80.0 68.0 80.0 66.0 28-f/2° 80.0 85.0 80.0 88.0 37° �-8/8° [j4ll,�2 TYPICAL ANCHORS 1/4° TAPCONS tom, SEE a". FOR SPACp10 ; . 1 By BUCK.. .O•'.�d � 4•'e b. ai. a. '4a I. .a^` ba a. ad<' °' I '8 O U 9 III __Tlr__� I NIL ANCHORS TAPCONS ELEVS. FOR SPACING TYPICAL ANCHORS 1/4° TAPOONS 2 USE " ' REQUIRED SEE SHEET 2 FOR CAPACITIES SEE El" FOR SPACING s • pl I. TYPICAL ANCHORS 812 SMS SEE ELW. FOR SPACING W drawing no. W05-37 11 4" WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ;PACINGAND TRANSFER THEM TO THE BUILDING STRUCTURE. O J TYPICAL ANCHORS": SEE ELEV. FOR SPACING ,3/113" OR 1/4* TAPCONS (SEE SHEET 2 FOR USE OF 3116" TAPCONS) I INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 0 1-3/8" MIN. PENETRATION INTO WOOD it p THRU Iffy BUCKS INTO CONIC. OR MASONRY 8 t ti 1-1/4" MIN. EMBED INTO CONC. OR MASONRY & `� DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC, OR C Q!t Mg 4 MASONRY G It ,�9 #14 SMS OR SELF DRILLING SCREW (GRADE 5 ORS) INTO METAL STRUCTURES LL 3 _ s iSTEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) �{ 'I ALUMINUM : 1/6° THK. MIN. (6083—T5 MIN.) j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I � 912 SMS OR SELF WILLING SC!�WS �J INTO MIAMI—DADE COUNTY APPROVED MULLIONS (NO SHIM SPACES ANCHOR EOCE DISTANCES "1 INTO CONCRETE AND MASONRY - 1-3/4" MIN. INTO WOOD STRUCTURE = 3/4° MIN. �yy INTO METAL STRUCTURE - 1/2° MIN. Q SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ $ SCHNEE MOREHEAD SEAM SEALER SM5555. X3 z WEEPHOLES: M w W1 = 3/4° WEEP NOTCH AT EACH END W drawing no. W05-37 11 4,U zFy Q� O P O C HORSh COUNTY vVvv � cc00 33$$GG � APPROVED ION ELEV. FOR SPACING SEE SEPARATE NOA1a al f �� II _ I 1 i T II II po _ I II � N TYPICAL ANCHORS WINDOW WIDTH WINDOW VWDTH n M SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY g "' lay ua�1. zt /;.',''� WOOD BUCXS TYPICAL ANCHORS yL 1/4" MAX. t D ! t/4' SHBd SEE ELEV. FOR SPACING 3 SFIOd �-/ MAX SEE SHEET 2 & 2.1 FOR CAPACITY VENT WIDTH 0 r:. 13 D.L. OPG. ....3: 7 - 9 1/4. SHIM r 10 MAX. 20Y BUCK y� Q METAL R B y i4 STRUCTURE _ - d' STRUCTURE $ qkg�' P 21 •O �" M -_4� o - e EXTERIOR d °' S 3 sC°c`, '•a. TYPICAL ANCHORS a m u o w D.L. OPO. r':.,tr... SEE EUEV. FOR SPACING SEE SHEET 22 & 2.11 FOR CAPACITY f:ngr. , b AD AHMAD u WINDOW YDDTt1 PROM=REVIFIA. PEE 70882 as camPlY B� �FlW1� 3 p I CAN. BRBdiag Coda, TYPICAL ANCHORS t AODgpt��m S 1 SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY drawing rro. W05-37 I sheet ¢ of g 11BN B PART B RDeD. DffiCRIPTlON MAT8T8AL D1ANF./80PPLT8R/RFAfARRB 1 YE-186 1 FRAME HEAD 8083-TB - 2 YE-187 1 FRAME SILL X83-T8 3 YE-,02 2 FRAME JAMB 8083-T8 - 4 YE-182 / FtlfED RAIL �83-T8 - 8 YE-181 , VENT TOP RAIL �63-TB - 8 YE-186 1 VENT BOTTOM RAIL 8063-T8 - 7 YE-92 2 VENT JAMB BOBS-T8 - 8 YS-4 AS D. QLAZINO BEAD ALUMINUM ROLL FORMED 9 YR-518 2/ VENT' SASH STOP WOID VINYL _ 10 - 2/ VENT BLOCK &TACKLE BALANCE - it YH--808 2/ VENT BAIANCE CLIP ALUMINUM - 12 YH-622 AS READ. BULB W'SIRIPPBVG VINYL SINGLE ROY/ 13 YH-4004 AS REG0. FIN SEAL W STRIPPING .t87 X .250 WOOL ULTRAFAB ' 14 YH-804 2/.VENT SPRING LOADED YEW LATCHES NYLON/CEI.CON AT it' FROM ENDS 14A YH-518 2/ VENT SWEEP LOCKS ZATAAK AT 11' FROM EN09 15 YF-1 8 FRAME ASSEMBLY BREWS (870 X 3/4' C� PLATED, PH SNS 18 YF-10 2/ PENT FIXED RAIL SCREWS (BB X 1") CRS CAD PLATED, PH SNS 17 YF-19 6/ VENT VENT ASSEMBLY SCREWS (¢8 X 1-1/4°} CIS CAD PLATED, PH 9N3 19 YF-8 1/ CUP 810 X 1/4' PH SMS PCDG' B - - 20 YF-f4 2/ lOC1C SWEEP LOCK SCREWS (BB X 8/8' - OH SNS 21 YC-iBS7 2/ VENT SELF ADHESIVE PAD (.376' X .91' X .78% FOAM - 22 YH-519 2/ VENT BALANCE CAM PLASTIC 23 YH-818 1 REINFORCING BAR (.627X.3127 STEEL HRB93 24 - 2/ VENT SASH STOP (1' X 1-1/4' X 1/18' ALUMINUM ON 74-1/4' FBOH ONLY I 0 �ana V .e� 'Z27z .8127 FRAME HEAD g lqt] % EL .812 p G52 ti .881 _7 �aa FIXED RAIL b 1.187 —.055, 625 .0551828 g� .s,z �- VENT TOP RAIL ^� N .055 3.128 2.883 3/4' ,PEEP NOTCH AT EACH END OF- SCREEN F SCREEN RETAINING LEG 1.070 ,088 .812 .812 997 S.H. VENT CORNER DETA!L i T� VENT BOTTOM RAIL 2.174 VENT SIDE RAIL S.H. FRAME CORNER DETAIL o a m o a W .085 .058 1.292 �tl 3.027 2.104 EnF JAVAD PRODUCTR6Yf81 3.827FIA. PE p3&78 ;OsCD70892 eS ca IOB with dmFlorMe '872 S ? 1 CAN. No Date .818 1.179-W kwo proms" W05-37 FRAME SILL fRAA1E JAMB sheet $ of MIAM4DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) w.ml mid v/er Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.08 ... Expiration Date: April 11, 2017 Approval Date: March 29,,2012 �Irg1l2 Page Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ' 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94. 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2,1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, HETI-10-30491 HETI-10-3049I, HETI-10- 3050, HETI-0-30511 HETI-10-3052B, HETI-10-3053, HETI-10-30561 HETI-10- 3057, HETI-10-31309 HETI-10 31319 HETI-10-3223, HETI-10-32241 HET -10- 3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked --up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HET148-2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037) HETI - 08 - 20380 HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candida F. Font, P. E. (Submitted under previous NOA No. 090706.05) Mann e .Pere L I Product Control- E mi • r NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202--94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and- structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Mauue Perez, Product Control Exa in r NOA No. 12-011 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 NOTE .47E . .X0 1REFER TO SHEET 8 OF t0 FOR IMITAMATION ANCHOR DETAIS AND NOTES eFOR VERTICAL CROSS-SECTION DEA TAILS • At. S 81 . & ' REFER TO BMW ES O) FOR HORMWAL CRS -SECTION DETAILS •C. D. & Ir RESER TO SUM 14 41 REFER TO BMW S OF 10 ICS DEMON LOAD CHARTS AND NOTE& a T 7(OX _Eoual LTRs (j�9-I/3-I /3) NOTES 1 FOR VERTICAL TO CALF' SS- 1C FOR INSPAUAA. ANCHOR DERE AND NOTES 8 FOR MORCROSS-SBCTIDN DEPADS •A. Al.AB. C LI• REM TO SRLTAI' @3 0) FOR R TO SHS CLOS$10 POEN ETASMON L b. & 6' 9 AND 70 EUbT 65 4) BERG 90 CXBET B OF 10 POR DESIGN LOAD CHAWU AND LOINS. General Notes o t.) THIS WINDOW SMSMD DESIGNEDANTESTED TO COMPLY WITH THE REQUIREMENTS OF THE E010 FLORIDADA BUILDINGCODE INCLUDING HIGH g $ VELOCTYf HURRICANE Zt0 (HYN2) AND ASTM 1000-02. TIM PRODUCT15 IMPACT RESISTANT. y 2 j ROOD BUCKS SHALL BE INSTALLED AND ANCHORED 00 THAT THE BUILDING +� B 1 G Q OF 2010 F.B.C. & TO BE L. BY BUILDING OFFICIAL $ Q 7(OX _Eoual LTRs (j�9-I/3-I /3) NOTES 1 FOR VERTICAL TO CALF' SS- 1C FOR INSPAUAA. ANCHOR DERE AND NOTES 8 FOR MORCROSS-SBCTIDN DEPADS •A. Al.AB. C LI• REM TO SRLTAI' @3 0) FOR R TO SHS CLOS$10 POEN ETASMON L b. & 6' 9 AND 70 EUbT 65 4) BERG 90 CXBET B OF 10 POR DESIGN LOAD CHAWU AND LOINS. General Notes o t.) THIS WINDOW SMSMD DESIGNEDANTESTED TO COMPLY WITH THE REQUIREMENTS OF THE E010 FLORIDADA BUILDINGCODE INCLUDING HIGH g $ VELOCTYf HURRICANE Zt0 (HYN2) AND ASTM 1000-02. TIM PRODUCT15 IMPACT RESISTANT. y 2 j ROOD BUCKS SHALL BE INSTALLED AND ANCHORED 00 THAT THE BUILDING +� RESISTS THE BUPESDIN09ED LOAGE IN ACCORDANCE WIN THE REQUIREMENTS G Q OF 2010 F.B.C. & TO BE L. BY BUILDING OFFICIAL $ Q 0.) ANCHORS SHORN ON SHEET 2 OF l0 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO MICEED THESE KAMMI111 SPACINGS ON CENTER 3 (O.C.). AND AS TABULATED ON SHEETS 0. 7. ora 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THERE DRAWINO'S ARE TO BE ENGINEERED ON A SITE SPECIJ?IC BASIN. UNDER SEPARATE APPROVAL AND g TO BE REVIEWED BY BUILDING OFFICIAL Y `. 0.) WINDOWS ARE QUAIMW FOR USE WITH SWOTS GLAZE LAMINATED OIAES TYPES Aa V. TABULATED HEM (SEE MMM 08. 7. or e). AND FOR USE Wm DOUBLE GLAZE i LAMINATED LNSUTATED CLASS TYPES TABULATED HEREON (BEE SHEETS @B. 7 or 8). B.) WINDOWS WITH GLASS TYPES 'A. C. OR 0' DISTAWBD ABOVE SOFT. IN THE HVML. THIN LR pi .� p MWEEOR LITE SHALL HE TEMPERED. 7 ) SEE REM 4 FOR LOCK DETAILS & OPTIONS. IK q 7 a B.) SEE SHINE' a FOR CLASS TYPES. "310 <. BJ SEB SHEET 8 FOR DESION PRESSURES ON or OOP WLNOONS. ® a BOJ SE6 SIFT' 7 FOR DEMON PRESSURES ON EQUAL -COTE 'XOK' WINDOWS. T 11.) SEE SHEET B FOR DE&ON PRESSURES ON UN -EQUAL LITE YO)I' WDIDOWS. e p�" �1} IIt773:: w p 1S.) FOR OPTIONAL. FILM INSTALLATION DETAILS RBB SETS 8. 4. or B. S 12.) EXT. &DIT. FALSE COLONIAL MENTIS ARE OPTWNAL & AND ARE APPLIED W/ SOLCONE ^€dy1 g 14.) WOOD BUM IN CONTACT WITH CONCRETE MOST BE PRESSURES TREATED AND ANCHOR® (BY OTIINES). PRIOR TO WINDOW DWALIA17M (SES SHEET /8. 4 & 0 FOR DETAIS & NOTES) WOOD BUCKS TO BE ANCHOR® IN COMPLIANCE WITH THE ROST PRC CHAPTER - SECTION 11.8.0.& y 9 UL) APPROVAL APPWEC TO SINGLE UNITE OR SIDE BY SIDE MULLED UMTS. 18.) SCO; BMW R 8 FOR NUCLEIN/METAL ATTACHMENT DLTAOS. NOTES & OPTIONS. 17.) MULLLNS HORIZONTAL ESDW WINDOWS WITH OTHER TYPES OF nAMI-RADE COUNTY APPROVED WINDOWS USING A TOMO -DADS COUNTY APPROVED MULMON IN BETWERS; AVE ACCEPTABLE BUT THE LOWER ER DEMON 8YST6R. FROM THE RUMORS OR MINLLON APPROVAL WILL, APPLY TO TIBENTIR S g IS.) ALL METAL/STELEDE. IN CONTACT WITH ALUMINUM OR OTHER OMMAR MATERIALS TO BE fe Cj8 PANTED OR PLATED AND SHAW. MEET SOM70N EMO&&4 OF Two two FLORIDA mmCODE.TT 9 9 NM'8R ](OX Un-EQv01 Lite (1/4-1/2-1/4) mw0b0e iN REFER 70 ESEST 8 OF 10 EOR I STAUATEN ANCHOR DETAILS AND NOTES b - nFOR VERIW. CROSS-SECTION DS7AOS •A. Al. S. & Bl• REM TO SHELT fS8 DA0 • lFORNORPlONTALCR089-SECTIONDETAILSb & Ir REFER 10 SBEST TS 4) RE'ES TO HRff.7' 7OF 10 PORDSSIONLOAD CHARTS AND NOTES' SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOIi APPROVED ELEVATIONS TEST ]INE' BTLE: mi- Y BS- • W 318' OVERALL FRAME WIDTH TEST UNIT =& 74' X Or 74. OVERALL FRAME WIDTH INTTTAUATMN FASTENERS 84 318' WERHIR MANE WIDTH (7AUATWN PAS7EXER8• 73• DUERImt iRANE WIDTH (A) TD AT FRAME HEAD Tv0 IT fA) 8 AT FRAME HUD MTJ1mB A (14 AT ITiAME READ R DP A80VE TDA) (4 AT PWV18 HEAD @ DP AaoPE TDA r 4 P RAtt8 a (8) 10 AT EA. FAW 81L4 A A7 ./- f4 w Q3) B AT PO m1J. h t w 7d) (14 AT PRAMS BUJ. W DP ADOVB 70A) r fe AT FEARS AIDJ. b DF ABArve TAA) (C) S AT FA. FRAME JAMB 4• I IC) A AT fG. PRATID JAI® e (TAc GTJ SES aBNBRAI. NTNG W 8 K (TTL a,y fwa .asE aEireRa Nore is aA Fa OMp •• T�a4 A. yr ac vs• ac E ffi C cJ " q yr ac q yr oc qv•a� qvr Bc l l � N � f � ��✓✓ a � � iii L Ea4 AtIDmQ >A�PE AT HGD 6 SW. / 4 qpm EPPDGm AT F6M C IATVO AD�m mIpRNLSL Pm! ViQIEAE�VOXa RV 8 ATmIP]:Ta® iYafl YUHa / ' t0 UP ANNE •TBPbP / - ]SPSf a Tprw ® A ./- LApm�TEg� 'XOX' WIP/DOW ECUAL. L.('PF � i. �°]'i I LWTRAL CRDE8-S[ETmN IETppppgg 0. pL & 6 W PT SET 43 TMST UNIT BTO: 111' E Be 8¢ AImN�TTAL Om96-6ECTIDT �iAn c 'C. LL A C AT SHEET Te I�ESt ( -OX- REVERSED ) UWAUAVON PASTEN� IS 111• aVEAALL PRAIM WD1H a SEE SAL gTD�t �RTAV.B ti D. L E• ATA i9p (A) l0 AT 'Row- RA1� HEAD 10. INTERM FRANC WIDTH (14 AT PAAtlE ID:AD UA DP ABOVE TOA m -(1-4 B) IO AT EL FRAT EL FunAIB eN. pa Ar PRAMS J IF DP aeove Toa) A •/- ii w "' SERIES -8700 HORIZONTAL SLIDING WINDOW (�* MC NM DB a e4. ) r � e° °`a � ) FLANGE FRAME ELEVATIONS — L M I +I � yr aG ri)q PRODUCFRIA•I$♦D ISM —Ze �TABT+�HIeFAAAffie q AAmm� 7ff �Mo q Q� L 502 Ama®T SPADg6 AT HEAD 6 86L p yISRICaE ANa llR¢ AVARASLE / ••'•O' •• av iD w "XOX° WINDOW - UN-EOUAG LITE * e4 I. EEE VERTIGT. CRaSS.SEGROR ItEiNLB •0. AL ABY AT 81SCT T3 E SEE IgB1�fAL CR69II-BECTIa11 IIEIAp.B •C, O. 6 C AT &NET s9 6 as Y: Y: I/4• TAPCON V/ 1 1/4• STUCCO OVER METAL LATH NAILED TO q]4 SMS. V/ 1 I/4• MIN. EM®EDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHWG MDL EMBEDMENT INTO WOOD SEE ELEVATION AT SHEET R2 1. ALL WOOD RUCKS ENGINEERED SEPARATELY (To E BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 02 FOR MAX FASTENER SPACING) B TO BE REVIEWED BY &.DG. OFFICIAL (TYP.) ff%TERIGR FINISH BY OTHERS) FOR MAX FASTENER SPACING C 1 I/8• NW. 2• WOOD BUCK AND FRAMING WOT BY LAWSON NOTTRIES, INC. L EDGE DISTANCE INDUSTRIES) NOSY SUSTAIN LOADS IMPOSED BY THE GI.A2 NG SYSTEM 6. '•.,a . 4 : ° :° I 1 4• MM :.° ?•• ":. z AEN A ex � 1, .1 I• MIN `. 3 � y Rz �m � �:'�. .'�4' a .. ,y '!e•:i• y EDGE ANCE ••sYY.,,• �g �g � � •mac € ' •.. dr 4 ti{ Ed 3 � C7 {. s EXTERIOt L L° 'a^ n ; (/4• a• X( S PERIMETER CAULKING SHIM SPACEs 2X (—TjbaBFD..) It R 11 EXT. GRADE PERDIETER 1I4• 7� [ O 14 is 8 "WSON KOf BY SHIMSPACE E TO BE APPLIED HERS tTTPj (TTP) C �o �0 L'LEAR SILICONE ADHESIVE EXTERIOR Wyyf BEDDING COMPOUND RITER(OR p4 T i EXTERIOR RITERIOR Al ALTERNATE DETAIL I ��77dd LAMINATED GLASS 33 �J 14 WOOD FRAMs. DWALLATION DLTR. y a5 j Gs�as WNM)YT W3TALLATION NOTE3: L THE WINDOW FRAME FLANGE TO HE BALK -BEDDED V/ AN EXT. ? 20 CitADE CAULK THROMNUUT THE ENTIRE PERIKETER DF FLANGE 28 SILL RISER -OPTIONAL BY WINDOW INSTALLER (TYPE I APPLIED WITH SILIC[Dff 8 Tiff EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE IIP CHARTS ON BE SEALED W/ AN APPROVED E%TERBIR GRADE CAULK 2 SHEETS 04, NS, 6 RB. BY OTHERS (Tm) i AN 26 ��! ri • WHEN THE CAP DL•9VM TOB NINDOR f97AMB D THE DUCK OR � IIS MASONRY 1B LBSS THAN 1/8•. DIOMB ARE NOT HERUIRG) III 28 TO D ,3 �•� } S EXTERIOR GRADE .ti.:^� EXT. GRADE 2;XF¢� ': ` 1/CONS a' TO BE 12SMS OR WDL APPROVED CONE, FASTENER INTO CONC., ♦♦N � Iryj�/� PERIMETER CAULKING ......e'^.'•=i:^::n • • Y~ GULK WITH A MOOMtW m' v4• ENETRATION INTO WOOD OR ♦♦ aVAI •' CONC. tREFER TO LOAD TABLPES FOR QUANTITIES REQUIRED) 1 •♦® ° ^ d .. v4• MAIL ; ° n .. StWN1�SPACE d;r •rill. : ,1 A ° 4: '4 eSlpTy ALE s%i A A ' ° a ° °i <TYP.i P1iODUCI•RBVI88p aa�♦ O ''.� .. EMBEDMEINNTO ' •do ' .+:••^S• , 4 4 EMHE • MNT ; •�. ®wmlAT�wiNBMlMtlBA 7 p n ISE OUBOENgtkEo 4 Z a,'•,4 ;..a, A° 44: '•a: :;�.. ac4• •a�°.'•a a '•:a :�a. 1 II1 DBIS ANILE -_szJJ__ ,` •• 0P770NAL 311,1, INSTALLATION DEI' AT 'XO or or ,B/l/lltliF pANed a 1. ALL WOOD BUCKS ENGINEERED SEPARATELY DG ex WOOD BUCKS 8 TO BE REVIEWED BY BLOFFICIAL fTYPJ FRAMING BY y ae BY OTHERS <TYPJ 2. WOOD BUCK AND (NOT LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED qg� QIOR�FIN[SH BY THE GLAZING SYSTEM o a fIM BY THE EEE+++ • (¢' �' `•y 21 23 LAMINATED GLASS 4 PT. 1700D HULKS 33SILICONE ADHESIVE ' 1/4•MAX I/4• MX iariY Y a. 0 m, 414 SXS, V/ 1 1/4• SHR# P' ACE BEDDING COMPOUND MIN. EMBEDMENT INTO WOOD s SPACE < ti a [trypi INTERIOR SEE ELEVATION AT SHEET 42 7 17 34 3 2� FOR MAX FASTENER SPACING) 3 2 •+ •1/4• L 1 1/4' MIN. TAPCON V/ I 1/4' MIN. EMBEDMENT INTO COIr. E .(SEE ELEVATION AT SHEET BP 0 94 FOR MAX FASTENER SPACING) Hs 92 P NIR 8 .. 4..e •1/4'RMIN. � � o fC poy¢ � DISTANCE `� 3 p <"�trtH EXTERIOR WALL FINISH 11/9• MDQ e, ••AEDfiE DISTANCE %' q ♦� 1„ w��t BY OJTHERS (TYPi.i �`'.•S 28 ' ' 18 14 i " . '?'�`.1 a QQ p gz O PJt1'HtIOR 18 q 11 L'q^"•� •e• a t` (O STUCCO OVER ME TAt MAILED TO EXT. f.TADE K . •�yi LATH MORRIS [WADE PLYVDDD SHEATHING EXT. QADE PERIMETER 2•x�: �:•�'i'' Iry' • ,'-'' D'• TO BE SMECBIED BY ARMOTECT OR GG EAULgNG NOT BY O]ITERTOR FINISH BY OTHERS -L WSON D O ^-' �{ idp yy .®=B/�0'FNERS NOT BY LAVSON MM STRIES, M TO B 73' MAX. 4 EE WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( -OX- REVERSED) 30 31 WINDOW OISTAI I NTION NOTES' pg g 3 ®®y 8 8 1. THE WINODW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. FW GRADE CAULK THINROWT THE ENTIRE PERIMETER DF FLANGE - BY WINDOW INSTALLER (TYP.) $ N P. THE EXPOSED EXT. PERIMETER @" THE WINDOW FRAME TO Z BE SEALED V/ AN APPROVED EXTERIOR GRARE CAULK BY OTHERS <TYPJ 2 29 • W1MR IS OAP BETWTHAN 1N THE9DIDAR FRAME AND THE BUCX OR MASONRY 18 LH39 THAN BNDL9 HOT REQUIRED. H •. $ uB•, ARE .. q1 • •••• ~ ANCHORS NOTE: ��•• �.ji :. ANCHORS TO BE 412 SNS OR VA SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS �� �. •� L 1/4' TAPCOFIS or APPROVED CMC FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR p O.& = Uy�, M�",lQ) 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CDC. (REFER TO LOAD TABLES FOR QUANTITIES REWIRED) LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. A 4No H>pmmm�tte % ��) - ; •. ,o C• E. BOTH DIE CAST AND NYLON CAN LOCKS ARE QUALWIED FOR E ON ALL WINDOWS. B. TWO (2) I=.$ ARE REQUIRED PER EACH VENT. O a 12 x t 3/4' SAS. 1 1/4' MIN. WOOD EMBED CSCE ELEVATION AT SHEET 02 FOR MAX FASTENER SPACING) CLEAR SILICONE ADHESIVE PT. MOOD HtICKS 1/4' NAL 21 2 2 ®BEDDING COMPOUND LAMINATED GLASS ff//�� SMM SPACE (TYPO EXTERIOR W4' MAX sHIM SPACE_ p, ; 'fit', ' eoil $e 5 27 30 31 .1/4' � m • TAPCON V/ 1 1/4' MIM EMBEDMENT INTO CONC. CA h7 a ■ • (SEE ELEVATION AT SHEET 02 g 0 14 . FOR MAX FASTENER SPACING o ad 9S 12 A,.a O ,e pp yg 2 3 Ei 5 1/4' M BE 17 S IB 1 1/4• MIM MBEHF4 III 00'. o ___—___ �______ • e a 1 E DI MIM • . EDGE DISTANCE 4 GRA= CAULK O O E%T. tQRADEEXT O`K ....' „.� rr�1•' q o WINDOW FRAME BUCK WIDTH Ply. Q B - VINDOW FRAME FLANGE WIDTH — EQ!Q( "XOX" WINDOW EQUAL ARID UN—EQUAL LITE 8D4D067 INSTALLATION NQS gg 1. THE WINDOW FRAME FLANGE TO HE BACK-BEDDED V/ AN EXT. GRADE CAULK T1RdiWT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPa PP,, & THE EXPOSED E%T. PERIMETER OF THE VINDOY FRAME TO F e BE SEALED W AN APPROVED EYMM GRADE CAULK $ BY OTHERS (TV.) ty8 $ • WHEN THE OAP BETWEEN THE WINDOW —AND, THE BUCK OR NAMM IS LESS 7 I/B'. SHINS AER NOT DEQUDII(D. At1 S ANCHORS NOTE: ANCHORS TO BE 012 SAS OR VD. SCREWS INTO VOID. OR 1/4' TAPCONS — APPROVED CONC. FASTENERS INTO COIL. ,% 4AI WITH A MIN" OF l 1/4' PENETRATION INTO WOOD OR CONIC. CREFER TO LOAD TABLES FOR QUANTITIES REWIRED) a • O G W s atPRUOMRSVISED dow116 a 0 Awc�ANo Br //4jF4F * mV q DESIGN LOAD CAPA S - OX or X0 MWO*s I ap # # +7- WINDOW Jamb H & SGIas3 Gloms T "B" 2 c -mm "C" ' T "D" 2 G E" t o WIDTH H Anchma Amahms + + + - + + p + a 24 4 3 3 65.0 65.0 850 850 7Q0 70.0 70.0 7R0 80.0 6Q0 8Q0 80.0 38 1 4 1 3 4 65.0 65.0 660 660 70.0 70.0 70.0 70.0 8Q0 80.0 80.0 1 80.0 ��� v a iS 60 4 3 8 65.0 65.0 65.0 65.0 70.0 70.0 7R0 70.0 80.0 80.0 80.0 80.0 w O 72 4 3 8 85.0 85.0 850 850 70.0 70.0 7Q0 70.0 80.0 8Q0 80.0 80.0 z 4 35 3 4 65.0 65.0 65.0 860 740 70.0 70.0 70.0 80.0 80.0 80.0 60.0 �° 36 36 3 4 65.0 85.0 no 660 70.0 70.0 70.0 7Q0 BQD 80.0 BQO 6Q0 » 48 38 3 8 65.0 65.0 65.0 660 70.0 70.0 70.0 70.0 80.0 80.0 SRO 80.0 i z so 38 3 6 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 6R0 80.0 72 3B 3 8 65.0 65.0 860 6&0 70.0 70.0 70.0 70.0 8Qo 80.0 80.0 80.0 a z 24 48 4 4 65.0 65.0 65.0 66.0 70.0 7Q0 7Q0 70.0 80.0 80.0 80.0 80.0 38 48 4 4 1 65.0 65.0 no 660 70.0 70.0 70.0 70.0 80.0 SQO 80.0 80.0 { 48 48 4 6 85.0 65.0 S60 660 70.0 70.0 7R0 7Q0 SRO 80.0 80.0 80.0 o i 99 d p7 9 80 48 4 6 65.0 65.0 65.0 66.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.0 72 48 65.0 85.0 860 860 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 d 4 4 65. 850 660 70.0 70.0 80.0 80.0 60.0 36 60 6 4 66.0 65.0 660 860 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 48 6D6 8 65.0 65.0 85.0 660 70.0 70.0 70.0 7Q0 0 8Q0 BOA 80.0 60 60 6 65.0 65.0 65.0 no 70.0 70.0 7Q0 70.0 80.0 80.0 no 80.0 C a m 72 5 8 65.0 70.0 70.0 QO 7Q0 - - - 26.6 28 3 4 65.0 65.0 660 .0 860 70.0 70.0 70.0 70.0 80.0 80.0 SQO SRO 37 28 3 65.0 65.0 66.0 no 70.0 70.0 70.0 70.0 8Q0 60.0 BOA 80.0 53.125 28 3 8 6.5.0 6.5.0 660 no 70.0 70.0 70.0 70.0 80.0 no 8Q0 SQO Y 74 65.0 85.0 65.0 no 70.0 70.0 70.0 7Q0 BOA 80.0 8Q0 8Q0 5 4 85. 0 0 85.0 70.0 70.0 SQO .0 37 38.375 4 4 65.0 65.0 660 85.0 70.0 70.0 7R0 70.0 80.0 no 80,0 80.0 53.125 38.375 4 6 65.0 65.0 860 65.0 70.0 70.0 70.0 70.0 80.0 SRO 80.0 80.0 74 38.375 4 8 65.0 65.0 660 no 70.0 70.0 70 7Q0 80.0 80.0 8Q0 80.0 2&5 50.825 5 4 65.0 65.0 860 860 70.0 70.0 70.0 70.0 80.0 80.0 80.D 80.0 37 50.628 5 4 65.0 65.0 860 660 70.0 70.0 70.0 70.0 80.0 8R0 80. 80.0 53.125 50.826 5 85.0 65.0 �0 �.0 70.0 70.0 7Q0 7Q0 80.0 80.0 BQO SRO 74 50. 5 5 8 .0 .0 0 850 70.0 70.0 70.0 7. 0.0 26.5 5s 5 4 65.0 65.0 65.0 86.0 70.0 70.0 70.0 70.0 80.D 80.0 80.0 6Q0 � 37 58 5 65.0 65A 65.0 660 7(10 70.0 70.0 MCI 8Q0 no no 80.0 9 53.125 68 6 6 65.0 65.0 660 85.0 70.0 70.0 MO 7Qo 80.0 80.0 80.0 80.0 g 74 58 5 1 a 1 85.0 65.0 660 860 70.0 70.0 7Q0 70.0 SO.O 80.0 SRO 80.0 2&5 163 6 465.0 .0 860 0 7Q 70.0 .4 o 80.0-8Q0 8 0 0 37 63 H 4 85.0 85.0 65.0 &i0 7,U 0, 70.0 70.0 70.0 80.0 8Q0 80.0 �pUnlpT 6Q0 pSa # b3 moi° 53.125 83 8 8 65.0 55.0 860 B&0, 70.0 70.0 70.0 MCI 80.0 80.0 80.0 80.0 0,.•°°""" �°p°0e 74 63 8 I 8 1 65.0 1 85.0 I 860 I Notes • I•) SHE SIM D FOR OIAZWO TYPES. DB1'AILS & SILICONE OPTIONS. 8.) STANDARD SDI I18ED ON VlMD 8 WITH +70.0 DP ARD BELOW (WDR10H8 WP171 GLASB TYPES 'A, B. C. & D7 3.) SBL WITH WER ADAPTER ARE FOR V MW8 ABOVE +70.0 DP (MDOWS WITH GLASS TYPES -E. & P7 AND +80.0 DP MAX ADDmONAL ANCHORS REQUIRED AT FRAME BEAD & SOL ON WDTOOWe WITH DP ARM 70.0. (SEE ELEVATION AT SHEET R OP 10) 6.) WDIDOWB WDH GLA88 TYPES A. C. OR Or DWAUMD ABOVE SOFT. 4.) IN THE RVHL THE LO. BXTERSOR LITE SIMI BE TEMPERED. 660 I WO 70.0 .%% % :ir` 4= m - - A eNo D ILL RISER - OPTIIDWL 8 ` APPLIE➢ VITN SRICDNE \\. % FDR DP AHDVE .700 PSF ''�: t+BO➢ DP MAx.) -t- R m G N N i DESIGN LOAD CAP AC - OX DO with un -F uaf +/-Pressures (030 Ze f 4- f/4 v- - F F 0 Jamb a9 H 8 3 lana T " 2 0lose T C" " 2 his T e D" 2 lass T e "E" (-3)l lass T e F" 3 6 TIf WIDTH I HEIGHT Anchors Anchors + + Dd - DO I + f + DO f I + Rpf f + f f 60 24 1 3 7 80.0 80.0 1 80.0 1 80.0 L 65.0 75.0 1 65.0 75.0 62.0 52.0 1 85.0 1 75.0 O 72 24 3 7 80.0 80.0 80.0 80.0 65.0 76.0 85.0 75.0 52.0 520 66.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 86.0 75.0 65. 75.0 52.0 52.0 65.075.0 a ; 98 24 3 10 80.0 80.0 80.0 80.0 8.0 75.0 85.0 75.0 b2.1 520 65.0 75.0 $ ; "meq g OM1 gg 108 4 1 80.0 80.0 0. 0 86.0 5. 5.0 5 . 75.0 80 39 3 7 80.0 80.0 80.0 80.0 65.0 -75065.0 7b0 52.0 520 65.0 75.0 72 36 3 7 80.0 80.0 6.0 80.0 65.0 MO 6640 76.0 52.0 2.0 85.0 75.0 � 84 36 3 8 1 70.0 76.0 70.0 75.0 65.0 75.0 65.0 78.0 62.0 520 65.0 -75-0- 98 36 3 10 70.0 75.0 70.0 75.0 65.0 75.D 65.0 75.0 52.0 520 65.0 75.0 108 36 3 11 - - 62.0 52.0 66.0 76.0 65.0 75.0 52.0 52.0 66.0 75.0 60 48 4 7 70.0 76.0 70.0 76.0 65.0 76.0 65.0 75.0 62.0 62.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 66. MO 52.0 52.0 85.0 75.0 84 48 4 8 52.0 52.0 65.0 76.0 65.0 75.0 52.0 62.0 65.0 75.0 98 48 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0E162 0 520 65.0 75.0 48 4 91 82.0 52.0 85.0 75.0 85.0 75.00 520 86.0 75.0 50 80 6 52.0 52.0 .0 75.0 86.0 75.00 520 65.0 76.0 72 80 5 7 620 52.0 65.0 75.0 65.0 75.0 0 520 65.0 75.0 84 60 5 8 - 620 62.0 65.0 76.0 85.0 75.0 0 520 56.0 76.0 98 80 5 10 - 520 52.0 65.0 75.0 65.0 75.0 0 52.0 65.0 75.0 m 108.0 80 5 11 - - 520 62.0 86.0 78.0 86.0 7b.0 0 520 86.0 --T5- g 74 28 3 7 80.0 80.0 80.0 80.0 65.0 75.0 85.0 75.0 0 620 65.0 75.0 iw aN`O 74 38.375 3 7 60.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 0 520 85.0 75.0 �9 „L1"'11v11 74 50.825 4 7 70.0 75.0 70.0 75.0 66.0 76.0 86.0 75.0 62.0 86.0 75.0 74 58 6 7 620 52.0 65.0 76.0 65.0 75.0 520 55.0 75.0 74 63 5 7 520 52.0 65.0 75.0 65.0 75.0 520 65.0 75.0 79.6 28 3 9 - .52.0 52.0 65.0 75.0 65.0 75.0 620 65.0 75.0 79.5 38.376 4 9 62.0 52.0 85.0 75.0 85.0 75.0 620 85.0 75.0 79.5 50.825 4 9 52.0 52.0 65.0 75.0 85.0 75.0 520 86.0 75.0 78.6 5 -6-9 9 62.0 62.0 85.0 75.0 86.0 75.0 52.0 85.0 75.0 79.5 83 52.0 52.0 86.0 75.0 66.D 75.0 520 65.0 75.08 g 26 3 11 5 5 .0 85.0 75.0 .0 75.0 .0 ---750 108.26 38.375 4 19 620 62.0 85.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 g £k 10825 60.625 4 11 52.0 52.0 66.0 75.0 86.0 75. 62.0 520 86.0 75.0 10825 58 5 11 - 520 .0 65.0 75.0 65.0 75.0 62. 520 65.0 75.0 10825 83 5 11 520 11 26 3 11 520 119 36.378 4 11 52.0 11 50.826 4 11 52.0 111 58 6 11 62. 1 5 1 5 .0 Not s (0); 1.) SEE mw 9 POB OL12DO TYPES. DETAIL & su=NE OPTIONS. E.) STANDARD SII. USED ON WINDOWS WITH +70.0 DP AID BELOWMOVES WITH MAW 'MBB 'A B. C, & D7 BILL WITH RUM ADAPTER ARE FOB WINDOWS ABOVE +700 DP ADDITIO s WITH OIAISS EYPR4 'E, 8 F") AND +D & DP NAIL ADDITONAL ANCHORs BEpU1RRD AT FBAFtE HEAD & $!W. ON MO. (SEE ELEVATION AT SIIEer B OF 10) 4.) WINDOWS WITH MASS TYPES "A. C. OR 0' INSTALLED ABOVE RDFT. IN THE HVHL THE LO. EXTERIOR UTE SHALL BE TRIMMED. 52.0 52.0 52. 52.0 32.0 1 62.0 66.0 75.0 65.0 76.0 62.0 520 65.0 75.0 .0 76.0 65.0 75.0 52. --92 0 85.0 75.0 86.0 75.0 65.0 75.0 52.0 52.0 86.0760 86.0 75.0 66.0 75.0 62.0 620 65.0 75.0 65.0 75.0 85.0 75.0 52.0 52.0 66.0 75.0 75.5-75. 6 .0 .0 wm(4WAIgp84OmFmdBe i%/ i/� i//•3) •%/.• %/.• .%%. p SAL WISER - O -7U PAPPLIED WITH SILICUNE '// •// '//I FIIR (IP AIIDVE 700 PSF o-N(+BOA OP MAX.)WINDOWSWITHDPADM MT � p df 6 ddd3 Oeeee o wN3�44ip µ d! p � ' ppp tttd4 N I W - DESIGN LOAD CAPACITY (PSF) - XOX W611DOINS WO EqU41 Ldte (W-113-1/3) +/-P/esi AM(ABO � ffi a FRAME SIZE # Jamb 8 H & S Glass rip "B" Glass T "C" (' 2) Glass Type "D" r Al Glass T "E" Glass T pe "F"(*3) Glass 7 "G" WIDTH HEIGHT Anchors Anchors + psf - pd * * pd - Psi * pd -pd + pd pd+ - pa{ � 80 24 3 7 60.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 520 65.0 75.0 a a 72 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 8 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 72 38 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 i $ 84 36 3 9 520 520 65.0 75.0 65.0 76.0 520 52.0 65.0 75.0 0,1 C so 80 48 4 7 52.0 520 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 a v 72 48 4 9 520 520 65.0 75.0 85.0 75.0 52.0 520 65.0 75.0 84 48 4 8 520 520 65.0 75.0 85.0 75.0 520 52.0 65.0 75.0 9 60 60 5 7 520 520 65.0 75.0 65.0 75.0 520 520 65.0 75.0 0 72 60 5 9 620 62.0 65.0 75.0 65.0 75.0 52.0 520 66.0 75.0 84 5 8 520 520 86.0 75.0 65.0 76.0 520 520 65.0 75.0 ® m 53.125 28 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 o a 53.125 38.375 4 6 80.0 80.0 80.0 SD.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 W NA x 9 53.125 50.625 4 6 70.0 75.0 70.0 76.0 8.5.0 75.0 65.0 75.0 52.0 520 85.0 75.0 g 53.125 58 5 6 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 520 520 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 -79-0- 74 28 3 8 80.0 8D.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 5.0 74 74 38.375 4 9 520 520 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 ``��1 74 50.625 4 9 520 520 65.0 75.0 65.0 75.0 520 520 65.0 75.0 74 58 6 8 - b2 0 520 65.0 75.0 850 75.0 520 62.0 85.0 76.0 74 63 5 9 520 520 65.0 75.0 65.0 75.0 520 520 65.0 75.0 79.5 26 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 E g 78.6 38.375 4 9 70.0 75.0 520 620 65.0 75.0 65.0 76.0 52.0 rAo 65.0 75.0 $ d 79.5 50.625 4 9 52.0 520 65.0 75.0 85.0 75.0 52.0 520 65.0 75.0 79.6 68 5 8 520 520 65.0 75.0 85.0 75.0 520 520 65.0 75.0 79.5 63 5 9 520 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 84 28 3 9 7(10 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 a . 64 38.375 4 9 70.0 75.0 520 520 65.0 75.0 65.0 75.0 52.0 620 65.0 75.0 y i< g 84 x.825 4 9 52.0 620 86.0 75.0 86.0 75.0 520 520 65.0 75.0 � 4 p 84 58 5 8 520 520 85.0 75.0 86.0 75.0 620 52.0 86.0 75.0 � E 84 83 5 9 520 520 85.0 75.0 85.0 75.0 520 520 85.0 750 ♦♦♦a�♦* y3��p�� PEODOCfR r m700pF O,. v19 �. µ, y� tes l.) SER SHEET 9 FOR OLAEENIi TYPD, DETAILS & SILICONE OPTIONS. S.j STANDARD SRI IISED ON WINDOWS WITH +70.0 DP AND SELOW A. (WINDOWS Wmi GLASS TYPES B. C. & D') Slid. WITH RISER ADAPTIB ARE FOR WINDOWS ABOVE +70A DP *gq PO SR1 I APPLIED RISER - �TIDNALS.j VITH SILICONE(WIND088 WTON GLASS TYPES •B, 8 P7 AND +80.0 DP NAL I FOR DP ABOVE +701) PSFADDITIONAL • ANCHORSSEWDR W AT FEW HEAD & SDd. ON � <+SCO RP MAID , ' 'WINDOWS WITH D ABOVE A. OF Oj 4.1 WINDOWS WITH GLASS TYPES C. OR 0' INSTALLED ABOVESOFT. IN THE HVH2. THE I.C. EXTERIOR I= SHALL 93 TEMPERED. 8� A M Y HT&u'LE� :eK[ ALLMINUM pALION- W�{LION WAN. OE9atM PRES$MA[ IMRARON6 {ACm OATS- —.=() OIEI THE LWER PRESSMS 0 IF WIMCW w W SHPL. M -0 IE X 3I1• SA.S. TLAT HEAR, PHILLIPS. I= Rl r. u 9CET jX AXi AB f� UANTI AMR OP TABLES fw OIIANTITY) BR GRADE--/ `WWOOM fWWE -rCR CAULXVGi EXTERIOR FRAME MUUJNG DEP D. M• MNL B la SAS X 1 1/1- L SHIM (!a TIEMHIw R SMEl /i RIOR_ AGM MAc TA91fAw ePAwm) H 4R0' PiJ016 wFa1.iER _._ (� MKX PVR oma, NOTE: KL-R! 3 1/R• AIERJA[D fAA88 Wr DIR.AMEO AIH — Si''SO.tI)M• l I 77"M Tr W Co.,.. ALL S TEEL CT ROH lLtAl. W BE PAWED OR PIATEO. 33 8 VR AffiALEO OLASE M d �IP.ii 4VF7`isti�•7�� Z METAL SIRIR:AIREM: 18 C4 IaY. TMCK - OAAe7 R) AwW : �8)-TS ION. 34 3S writ RPHN. C(61EEL 36 SM -S 1®1 HRa® Oita I VH' AYAFp1fA b.AL4 Y1maTa 'IF'7'i-" 6MueL 0.078' Iw. ROGM) 37 81�7M' i4 �.77R iS`d J`i ATTACHMENT DETAIL ave• MARKER R,nu er'mPaMT' Vr RaAM.AIDD AW SPACE b s ALLMINUM pALION- W�{LION WAN. OE9atM PRES$MA[ IMRARON6 {ACm OATS- —.=() OIEI THE LWER PRESSMS 0 IF WIMCW w W SHPL. M -0 IE X 3I1• SA.S. TLAT HEAR, PHILLIPS. I= Rl r. u 9CET jX AXi AB f� UANTI AMR OP TABLES fw OIIANTITY) BR GRADE--/ `WWOOM fWWE -rCR CAULXVGi EXTERIOR FRAME MUUJNG DEP D. M• MNL B la SAS X 1 1/1- L SHIM (!a TIEMHIw R SMEl /i RIOR_ AGM MAc TA91fAw ePAwm) H 4R0' PiJ016 wFa1.iER _._ (� MKX PVR PERe1Emt -- L-wmm FRAME NOTE: KL-R! 3 1/R• AIERJA[D fAA88 Wr DIR.AMEO AIH — Si''SO.tI)M• l I SFAIANf RXMIOR W Co.,.. ALL S TEEL CT ROH lLtAl. W BE PAWED OR PIATEO. 33 8 VR AffiALEO OLASE M d SILL TRACK 6063-T8 AL"'I" SILL REYADOM CLIP 6063 -TS ALUIIDDI Z METAL SIRIR:AIREM: 18 C4 IaY. TMCK - OAAe7 R) AwW : �8)-TS ION. 34 3S writ RPHN. C(61EEL 36 SM -S 1®1 HRa® Oita I VH' AYAFp1fA b.AL4 Y1maTa 6MueL 0.078' Iw. ROGM) 37 a Dwc M.A91¢ MEOArFH p PVB ®1 METAL STRUCTURE ATTACHMENT DETAIL ave• MARKER R,nu er'mPaMT' Vr RaAM.AIDD AW SPACE s va AwrAUD mA4E aA Aw� s rwM auw mRnew Baha ururnc 1 ve• 16AT-STRENGNIUW fdm a gloeAim ® Pve W aMTua yr tmealm AR SPACE M'RPwr s ve• A.aKED fAAMe w wm M vWwMS vRM GlASY TYPES •A. 4 w W aHt1ALLED AB MY. q INE 1MHR. ilE IA EXRRwt UTC SAKL BE 1pdpE0. P1TOPBiDa68� m rA ; 3 ` fJ• M a HEAD 6063-T6 ALUMDRRI SILL 6063-T6 ALUMINUM FXa JAI® 6063-T6 ALIAMDi01 FIXED MEETING RAIL 6063-76 ALL44MMR METDM6 RAIL 6063-T6 ALUMINUM DPIBOTTOM RAR. 6063-T6 ALUMINUM VENT JAMB 6063-T6 ALUMDRHI MM LATCH RAIL 6063-T6 ALUMOARI SILL TRACK 6063-T8 AL"'I" SILL REYADOM CLIP 6063 -TS ALUIIDDI i DEAD M 3/R•) 6063 -TS ALLOUNUM ASSEMBLY SCREWS 08 X 314- PA PHUAln .ATMM SCREWS 611 SMS fNJP10L r L. FlalOe Aa�epm 8Er{61ffiIOAO@O Mmd LL O LF M'IN"° O® FLB-ACME FOIED JAMB IT CK O O' \, FRAME TOP CORNER y P Ys 49J .3 d es+3 T e eae me SHL RETAINING CLIP L-8708'� mA ana �Ta77 saa - OiRA1/E BOTTOM CORNER p�Vp uEmiiue Bart VEN7 TOPVENT CORNER yyC 2 ®X 2�2 y E g F FRAMESId. L-3701 PRAMS PENT JAMS L-8703 nee .ae88PRIN0 LARCH oae 4 2t \ a x z TAW am i � y g VENT DIRERI.00IC NAR. PBIND MEETING RAN. L-7704 VENT TOP/BOTTOM RAIL L-7707 t6@ L'8W D6° 16S VENT BOTTOM CORNER Tan FRAME & SASH CORNER ASSEMBLY DETAILS 11 fill, p 1 VENT VENT 0 EAI. L �D ANCHOR CLIA 2 .ma ax OLL BEAD -7700 OL VNG BRAD 18 HIM ADAPTER L-8708 © d 090 m'TTi. �$ •e••• a3•��.�,a/ ��y u, y'% iy am Omo � •• ••Q OBB�eaeo� I -.m--{ .an aw eaaee �a RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 1 0006024 AS V%1 DESIGN WIND LOADS IN PSF. MIAMI DADE ' 17%PIINIII Height Maximum Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CA "n Height Maximum Effective Wind Area or, Tri utarry Ara in E4§u 0 10 20 30 40 1.00 0.95 0.92 0.89 ; - 0.88 0.86 15 40.4- 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41:1 40 49.4 47.2 45.9 44.9 R 44.2 43.6 50 1 51.8 1 49.4 1 48.1 47.1 46.4 45.7 60 53.7- 51.2 49.8 1 48.8 48.1 1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C . For the 175 mph Wind Zone -CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Ara in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 .-0.66 -1.13 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4. -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51..4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5*- Walls) Negative Pressures Ex stare C For the 175 mph Wind zone CATEGORY 2 Height Maximum Effective Wind Area or, Trii utary Ara in Square Feet 10 20 30 40 .50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 .751.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. .50 -69.3 -64.7 -61.9 -60.0 -58.5 -5 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or but not less than 4% of least horizontal dimension or 3 ft. (h = NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T, dtl h, v►'rhichev r can roof he g in fe )` :EN FOR FLAT ROOFS. IE r Flnrirla TIvArVncr f M,-- C)nlinp- Page 1 of 3 , 7, —, BM Home 13 Loq In 1 User RegMratfon I Hot Topks 4� SubmIt Surcharge Stats & Facts publications � r-Bc staff I am sme map I unks I Search tr" Busin�s I 3COCSSI { Product Approval f sett: public user PonulAtinn Pt 09 .. s Product Approval Menu > Product or Apollcation Search > Application List > ApplkaWn Detail PRe r a FL # FL8959-R2 t P ft. Application Type Revision CITY Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shallvieDa ratified by the POC and/or the Commission if PY Comments Archived _ Product Manufacturer Masonite International Address/Phone/Email 1955 Powls Road West Chicago, IL 60185 (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtfflljomu3L8Yf... 9/19/2012 Florida Building Code Online Page 2 of 3 Date Submitted 03/04/2012 Date Validated 03/11/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products FL # Model, Number or Name F959.1 Description 8959.1 Metal -edge Steel Side -hinged 6'-8" Impact Glazed I/S Single or Doubie Door w/ or w/o Door Unit Sidelltes Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 05/31/2015 Design Pressure: +50.5/-55.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0174.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.Ddf When large missile Impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO174-07 for additional information. 8959.2 Metal -edge Steel Side -Hinged 6'-8" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sfdelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0174.Ddf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system Is NOT required. See detail DWG-MA-FLO174-07 for additional Information. 8959.3 Metal -edge Steel Side -Hinged 1Sidetitespact Glazed I/S Single or Double Door w/ or w/o Door Unit of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 05/31/2015 Design Pressure: +47.0/-50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0176.Ddf ILimits Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.13df When large missile impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional information. Steel Side -Hinged Impact Glazed O/S Single or Double Door w/ or Pl Umits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 H FL0176.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the "WG-MA-FL0176 Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.pdf When large missile impact resistance is required, Created by Independent Third Party: Yes Dhurricane protective system is NOT required. See detail for additional information. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtffHjomu3L8Yf... 9/19/2012 Florida Building Code Online Page 3 of 3 Balk peat Comact Us:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibiltty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine H you are a licensee under Chapter 455, F.S., please click b&EL. Product Approval Accepts: zy:�. E?; t f r�xtS�rFE http://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtffHjomu3L8Yf... 9/19/2012 . w STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making ROMA a better place to cell home' aED BUM THMDLVB L COH04AIA 0 1 AO ! -t NO w ,M Gn � +J Ra: s • Dem►aeotsbrafl of Pwdwt Compliance for the W10 Velocity Slum m Z40M and. 09= Arm Ame)3ng `NOWe Florida Ste, section 553.1342, govern. local and state approval of building Produ0b der related to tho strmtmal wind reshative of bu9dingL T1m lave e8ftWshw spedsc methods fw mannfactmn to demonstmft oomphaace with. the Floaida Building Coda but gives tfw zimi factmoar the option of obtaining after local or slnbe app *nL die aglmuved pm kt* must be aooepied by local jwisdicWw whYn the TimitWm of we esfablislted by the state approval without Mdmwent for furow evalu dw or sub►nnh" of avidence. MoAda StatuW awdon 553.M4) Pwdwft or methods or systems of wnwactkn 1, i I 1 8 approval MKIW s. 553.77 MUSt be apptavgd by one of the mks established in mibsim ion (S) bofm their usein aoasft wflon int ft sti tai. Products my be approved by the commd wion for swkwkb um rTotwithstaidiag a local governmea es authodW to amend the Florida BOdh* Code as pr+a kW in this wk sWuwib sWroval small prechuis Eacal joiisdiat = fmm wqukft fwther tasting, aeaki>at % cc snbwisslon of othw evidence as it condition of using the product so long as the product is being used cowWwt with the conditions of its approval.} When a.pwiluct is slate approved the loaf ,pnisdia*ez =&xlty extends o* to &ftm&fhg file product Is being used whfifn the canditkes estiablMW by d w %VwvaL Approval by the Stere or W ni-Dade County allows wcVtmw of a pr dad for we within the HVkM Howevu, the br Uft permitting au horky must determine whethw prcdtwb c mpl� with the rewbummu of the Coda spacific to the bu><l&g they are need int. The Sete or Miami-Daa & approvals prnvids the iidbrmation rec}uivd for this detamfim ion. Fmtbgr fits ft or engtneeriag mal udm cannot be required wkw tha permit applicant wishes to demonsuift the puduct cent be used ovWde of the appmved lmnftedow ofus& 2666 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399-2180 Phone:.830.488.8466tSuncorn 278.8488 FAX: 860.921.07811agncocn 291.0781 Internet address: htto,//lww d*& state ft Erb Cf4rCusm►Tac0wc®wrl3Z0R%2 cowum n rrrnr rT "OUS ►os.oasa UNaTI) vecP"ENT SENATOR MICHAEL S. uMIKE" SENNETT 21st WSW Chairman Raul Rodriguez Dent of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 THE FLORIDA SENATE Tallahassee, Florida 32399-1100 October 26, 2006 caldawrrem 9M=rAyAWr% Chr H� services AOpriadons Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance (NOA), even though the state -approved products are being used consistent with their approvals. A you know, the law clearly states that a product beadng a Florida pLoduct gEoval,dces not airs any further_ documentation for use of that broduct. Sueafi a law in s.553.842(3) and (4): (3) Products or methods or systems of construction that require approval under s. , that have standardized testing or compar We or rational analysis methods established by the code, and that are certified by an approved product evaluation entity, testing laboratory, or certification agency as complying with the standards specified by the code shall be approved for statewide . use (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established in subsection (5) before their use in construofion in this state. Products may be approved by the commisslon for statewide use. Jurisdictions such as Parldand and Coral Springs as well as others in the Palm Beach, Broward and Dade County area stip believe that an NOA is required for all products. Requiring. an NOA Is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic Impact to manufacturers when products are delayed in getting to market REPLYTa U VVftdawood ProftWoM Pads Suft K = Cortez Road West, Bradenton, FWda 34210 (941) 727-6349 Q 216 Serrate Office Buftng, 404 South Moruae Street, TagahassM Ftorfdo 32399-1100 (8W) 487-5M - Senate'swebsite: vwwwAwxtegov TOM LEE CHARLIE CLARY President of the Senate President Pro Tempore October 26, 2006 Page 2 I am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements speoitied in the law and that clearly Indicates that a separate Dade County NOA Is NOT required for state -approved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF website. I look forward to woridng with you towards a solution to this problem. Sincerely, MMael S. °Mike Bennett Cc: Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs NOTICE OF PRODUCI CE&TIM, Company: Masonite International Corporation Certification No.: M008080.01 1955 Powis Road Certification. Date: 06102/2007 West- Chicagof 11L 60185 Exnlration Date: 0513112015 Revision Date: 12109/2011 Product.-. Metal -Edge Steel 1m;pacf +Gleed Inswing or Qutswing Door w/ and w/o Impact -Rated Sidelites (ww/Wood. France unless noted) Specifications Tested To: ASTM E330/TAS 201!2021203 Impact Rating; Large Missile Impact Rated The: "Notice of Product :Certification" is only valid If the NAMI Cerffication Label has been applied to. the product as described: within this document. Th -e cert-d1s cation label. represents product conformity to the applicable specification ant! that all certiftation criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification;com. NAMI's Certification Program is accredited :by The American National Standards Institute (ANSI). *High Dam *nresnom National Accreditation & Management Institute, Inc./4794 George Washington Memoarial llighwa es, 13,072 Tel: (.804) 684-5124 Fax: (.804).684-$122, NANII .AUTHORIZED SIGNATURE: Inswing �Giszed Iiesigo Wator'Test. vi site Test lteport.Number Couflguratiop or or. Maxwu t Pressure pressure Impact Drawing Number & Qutswin . O " ue Size Pos1Nw Comments X US Glazed 3'Q" x; 6"r" +M5,1 -55-"o 2,811 psf Yes NCTL-2.10-34314 Single Maximurn Panel Size: 3V x 6'8" Anchor Details -MA -PLO 174-07 X O/S Glazed YW x 61$" +55,01-50.5 6.0. psf Yes NCTL-210-3431-1 :Single 825 psf* Max1rawn Panel Size: 3'0" x.6713" An orDetalls-MA-FL0174-07 XX VS Glazed -6"Q"-x,61`1 +56.51-5--5.0 2.$6 pst Yes NCTL-2103431-1 Double Maximum Panel Size: 310" x 6'8" Anchor 1)etails-MA,41Q774-07 XX O/S Glazed. 6'0" x:6*8" 4.55:015.0.5 6:0 psf Yes NCL 210-3431-1 Double 8.25 psf,* Mwarnum Panel Size: 3'0" x 6'8" Anchor Dodb-MA-FL01.74-07 XO/OX US QlazedDoor 6V,-, x 6¢8" +50..5155;0 2.86 p f Door -yes NCrc�210- 4314 Single w/Sidelite Glazed Welite Stdelito- es Maximum Panel Size: 3'0" x 6's" .Anchor Details-MA-FL0174-07 XO/OX O/S GlazedDoor bar x.61'8°' +SS040..;5 61.0 psf Door -Yes NC I,-2:10.3431-1 Single w/Sideliites Glazed Sidelite 825 psf* Sfdolitees y Maximum Panel Sim3'0" z 6'8" .. _ _. .... tAnchot-D�iIs�MA-F4A.�174-Q7 OXO VS Glazed Door 9'0".x6'81' x-50.51-5-5..0 246 psf Door -Yes N L210-3431-1 Single w}Sidolites Glazed Sidelites Sidelites-Yes Maximum Panel Size; 3'0" x 6'8" Anchor Details-MA-FL0174-07 OXO O/S 0azedowr 9'011 #- 618" +55.0150.5 6,0 psf Door -Yes NCT,L -210-3431-r Single Wsidelitgs Glazed Sidelites 8,25 psf"' Sidelites-Yes Maximum Panet size: 3'0" x:61" .Anchor Details-MA-FL0174-07 OXXO' I/S 01azedb %lz"01x6'8" +5:0,$151,-0 246p9f tMors-Yes 14CTL-210-3431-1 Double w/Sidelites Glazed Sidelitos Siddli -Yes Maximum PMI Size: 3'0'' x G's" Anchor Details-MA-FLbl' 4-07 O O/S Glazed Doors 12'0"` K- 61"8'" +SS.:ill ti.5 64 psf Docms-Yss. C`i 1. -21st -34 1-1 Double_w/Sidelites Glazed Syideliites 3.25 psf ` Siddlites-Yes Maximel_�ize:3�'0"x:6's" Anc6 . is-IviA FL0174-07 *High Dam *nresnom National Accreditation & Management Institute, Inc./4794 George Washington Memoarial llighwa es, 13,072 Tel: (.804) 684-5124 Fax: (.804).684-$122, NANII .AUTHORIZED SIGNATURE: Luis R. Lancs P. E. 1432 Woodrord Rd. Manufacturer. Masonite LewiMle, NC 27023 Report #: 502A 335-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantifies, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG -MA FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG -MA FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-Mf-FLO160-07 DWG -MA FLO175-07 Anchors to be auallfied• 1. #10 Wood screw, for installation in wood frame substrates. 2. 3116" ITW Tapcon, for masonry installation Anchor capacity In shear condition: Fastener type: #10 wood screw (NDS 2005, 11.3) Side member: Douglas Fir -larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: t„= L500 In Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fes„ = 3,350 psi Minimum required penetration: L330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 On Allowable Design Value: Z'= 171 On/anchor Mode IV Fastener type: 3/1W ITW Topcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 On Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 On Actual edge distance: 2.50 In Design value per interpolation: Z - 189 On Allowable Design Vah:e: Z'= 189 lbs/anchor MiMtntam aWJW capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. ,Anchor calculations. minimum reaulred anchors Double. Pressure against Eftm with bump threshold: 36.38 , 36.38 Usign pressure: 60.0 psf At 2Y Al AY 79.25 Al Al 72.75 1 of 4 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 AZone ta (ft) Load Obs) DW. (in) Max. O.C. on) AwJmr Result Cap. load abs) FW Obs) Al 2.3 138 WA N/A 171 1 1 138 OK AZ 7.7 463 6.00 21.00 171 5 93 OK A3 1 7.7 463 WA WA 1 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Lu/s R. Lomas P. E 1432 Woodford Rd. Manufacturer Masonite LewLwHis, NC 27023 Report P 502A 338-9469695 Date: 12119/09 Double. Pressure M" fm stops: 36.38 36.38 t f t Design pressure: 60.0 psf I _ AIF I At 79.25 l � 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf f f yzAo HA2 79.25 72.75 36.38 36.38+ 37.50 � Max. Anchor Anchor �Y Area Load Ind. Load Ind. Cap. Load Zone (ft2) Obs) (in) O.C. Result Obs) (in) () Cap. (in) Obs) Obs) Result Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 WA WA 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf f f yzAo HA2 79.25 72.75 Double with sidelites. Pressure against stone with burro threshold: 37.50 36.38 36.38+ 37.50 � Max. �\Y_ Anchor �Y Y _ Y_ 79.25 Area Load Ind. Al A4 A4 Al 147.75 147.75 Zoe (ft) Obs) (in) () Cap. QTY Load Result A3 7.8 468 1 WA (in) (lbs) 3 Obs) OK Al 2.3 138 WA WA 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 1 463 WA WA 171 3 154 OK A4 10.0 1 601 WA WA 171 4 150 1 OK Double with sidelites. Pressure against stone with burro threshold: 37.50 36.38 36.38+ 37.50 � Al �\Y_ Anchor �Y Y _ Y_ 79.25 1 j 1 79.25 Al A4 A4 Al 147.75 147.75 l Double with sidel(tes. Pressure away from stop 37.50 36.38 36.38 37.50 Load abs) � Al Al Anchor ,Yl3 Result 79.25 Area �JA�l Ind. At + L T Desian pressure: 60.0 off Desian pressure: 60.0 off Area (ft2) Load abs) � Max. Anchor Load Result Alon) Area Load Ind. WA 171 + 147.75 OK Zone (ft2) pbs) (,n) O.C. Cap. Qty Load Result A3 7.8 468 1 WA (in) lbs) 3 Obs) OK Al 2.4 146 WA WA 171 1 146 OK AZ 1 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 1 468 1 WA WA 171 3 156 1 OK A4 2.3 138 WA WA 171 1 138 OK Ag 7.7 463 WA I WA 1 171 3 154 OK Desian pressure: 60.0 off 147.75 Double with sideiites. Pressure acain�st stows with saddle threshold: 37.50 36.38 36.38 37.50 Al Y Y AlJ)AI Area (ft2) Load abs) � max. Anchor Load Result Alon) Area Load DW. WA 171 + 147.75 OK Zone (f t) Obs) (in) *C Cap.Obs) Qty LLobasd) Result A3 7.8 468 1 WA WA 171 3 156 OK At 2.4 146 WA WA 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 1 8.9 1 537 WA WA 171 4 134 OK A4 1 10.0 1 601 WA WA 171 4 150 OK 147.75 Double with sideiites. Pressure acain�st stows with saddle threshold: 37.50 36.38 36.38 37.50 Al Y Y AlJ)AI Area (ft2) Load abs) � max. .0(Ibs) Anchor ' Load Result Alon) 79.25 Al WA 171 + 147.75 2of4 Desian Dressure: 60.0 Dsf Zone Area (ft2) Load abs) Ind. (in) max. .0(Ibs) Anchor ' Load Result Alon) 2.4 146 WA WA 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 1 WA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK As 2.3 138 WA WA 171 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A7 1 10.0 601 WA WA 171 4 150 1 OK Luis R. Lomas P.E. FL No.: 62514 1!7/2010 3 of 4 Luis P. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite L&Wwffle, NC 27023 Report P 502A 335-9459695 Date: 12/29/09 Anchor Locations: Double door with sidelites � f f' m F,l Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonfte r_@WMIO, NC 27023 Report* 502A 336-946-9sss Date: 12/29/09 Anchor Locations: Double door 36.39 -- 36.38 — 7925 6.00 TYR -1 T 6.00 7— 13.45 MAX. O.C. 1 1 6.00 1 f 6.OQ TYP. 19.19 TYP. — 3.00 TYP. a Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 FIELD VERIFICATION CO.v.m. �..-WA somw ASSOCW is a®MCORCI NM 0F.W N WaM C01MMdaMR' /6P=MM vacua 0amraw.roW."m"A+0v1RM.- atuTaitMas.avowwm.a0m0cae AnWlama emvv PLAN KEYED NOTES: ' � eamm0ww�w.+o:auwu ^. uF.rwPeiOiv Op wtm0wywren O000a.nwen c 1.4 t8 ,fir, tr+ cQocr s :rv" �o A -A Pror.>--T- O OPOSED FLOOR PLAN t Iff.1 a U J J {�►AriO r+ lT .�.� ► yam, � FIELD VERIFICATION CO.v.m. �..-WA somw ASSOCW is a®MCORCI NM 0F.W N WaM C01MMdaMR' /6P=MM vacua 0amraw.roW."m"A+0v1RM.- atuTaitMas.avowwm.a0m0cae AnWlama emvv PLAN KEYED NOTES: ' � eamm0ww�w.+o:auwu ^. uF.rwPeiOiv Op wtm0wywren O000a.nwen c 1.4 t8 ,fir, tr+ cQocr s :rv" �o A -A Pror.>--T- O OPOSED FLOOR PLAN t Iff.1 a U J J METAL -EDGE STEEL DOOR UNIT 6=8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM 0638 7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 e e e SINGLE DOOR UNIT DOLIBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDEUTE �-- 149" MAX OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. EL WIDTH r D.L.O. --j I"` WI STRAGAL SINGLE DOOR UNIT WITH SIDELTTE DOUBLE DOOR UNIT W/SIDELITES Ste--G.LE DOOR UNIT WISIDELITES I� 37.5" MAX. FRAME WIDTH DOUBLE DOOR UNIT W SIDELITES TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3- ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDEUTE �-- 149" MAX OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. EL WIDTH r D.L.O. --j I"` WI STRAGAL SINGLE DOOR UNIT WITH SIDELTTE DOUBLE DOOR UNIT W/SIDELITES Ste--G.LE DOOR UNIT WISIDELITES I� 37.5" MAX. FRAME WIDTH DOUBLE DOOR UNIT W SIDELITES * High Dam Threshold Design LO a- 00 ♦d O Cl V O �_j (n " Zoo 0 LU .� In I.. SCALE: N.T.S. DWG. BY: SWS CHIC BY: KURT BALTHAZOR DRAHING Na.: FLORIDA P. E, DWG-MA-FLo174• #56533 sHEEr 1 of 3 DESIGN PRESSURE RATING WHERE WATER REQUIRED TO INFILTRATION PERFORMANCE IS BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0+55.0 -50.5 XX 74 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 -50.5 OX or XO 75 +50.5 1 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO- 112.5 +50.5 - - -55.0 +55.0 ' - -50.5 +19.0 -19.0 +40.0 „ ` -40.Q +55.0 -50.5 OXXO 149 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 * High Dam Threshold Design LO a- 00 ♦d O Cl V O �_j (n " Zoo 0 LU .� In I.. SCALE: N.T.S. DWG. BY: SWS CHIC BY: KURT BALTHAZOR DRAHING Na.: FLORIDA P. E, DWG-MA-FLo174• #56533 sHEEr 1 of 3 3" SEE DETAI "C" DETAIL "D" 3" #8 x 2-112" #10 x 5/8" #10 x 2-1/2 #8 x 2-112" #10 x 5/8" #10 x 2-1/2 "F" DETAIL "C" 2 0.962" 1.375" T # INSWING THRESHOLD OUTSWING THRESHOLD #10 x 1/2" 10 x 1/2" 9 0 ui a SEE DETAIL to "D" c� 1w WN Of O d #8 x 2-1/2" E b DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, I 1.75" 1.047" T HIGH DAM 0/S THRESHOLD 0.124" ANNEALED 0.090" SAftEX IRG (NOA 09-0127.13). 0.124" ANNEALED r 6" EE DETAIL 5" In c c O t.0 Q q O � -_j �O cc � O Lij O Q! - LU �Lli :�:: ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL - DECORATIVE INSERT (OPTIONAL) .0124" TEMP. z Zk o� ..•^.►+6.,e ' DOW 832 OR EQUAL M•y ". W 832� OR EQUAL� A N ,e. DWG. EXT RIO CHK. TYPICAL GLAZING DETAIL Dale DRAWING IMPACT RATED GLASS swu DATE: 6/1/07 F— N. T.S. BY: SWS BY: No.: DWG—ISA—FLo174• 2 of 3 SEE DETAIL "C" SHT. 2 W V a SEE DETAIL in "D" SHT. 2 w ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". iMIN L 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. io 4" AX HIM TYPICAL ANCHOR INSTALLATION 4-9/16" MIN JAMB 3' I o ui 3.. HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2" CENTERLINE. PT"x 4" FULL MORTISE BUTT HINGES. Lo [l: oo o U koo Lu zoo O C -� LLliU O � C!3 � DATE: 6/1/07 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAVANG NO.: OWG—MA—FLO174-07 3 OF 3 SYMBOLS ADJACENT rAU6N SURFACES SURFACES t ' �v�DFS �y,��f [--.'sem ELEVA110N //,\ � NORRi ARROW WLNDOWt FLOOR TRAISIION EC BELOW CEILING SECTION BEARING ROOM/FLOOR INDICATOR DENOTES EXSMK3 BS 1^7 DENOTES RELOCATE) BTW BETWEEN BW FEI FEREIXTPKiUSHERS CAB 60 ®VVV6Yi CEILING Im w CJ H.NOQMR CL T ' FLOOR HELM CLO ABBREVIATIONS AW ADJACENT Off ABOVE FIMS!®ROOR ALT ALTERNATE BLDG BUILDING EC BELOW CEILING ERG BEARING BRK BRICK BS BOTH SIDES BTW BETWEEN BW BOTH WAIS CAB CABIN CJ CONSTRUCTIONJOINT CL CENTERLINE CLO CEILING CLKG CALKING CUR CLEAR COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONTR CONTRACTOR/CONTRACT CTR CENTER DBL DOUBLE DEMO DEMOLSH/DESIOLMON DF DR04XM FOUNTAIN DIA, DIAMETER DM DIMENSION DN DOWN DR DOOR DTL DETAIL DWG DRAWING DWR DRAWER (E) EXSfANG EA EACH E ELEVATION EG EQUAL EQUIP EQUIPMENT E.T.R. S(WNG TO REMAIN to FUTURE FE FIRE DRUdGi1StRER FED FIREETINGUSIM FF CAEINET FINSHEDFLOOR/FACE FIN FINER FUR FLOOR/FLOORING FLUOR FLUORESCENT FO FINISH OPENING FOB FACE OF BRICK FOC FACE OF CONCRETE FOM FACE OF MASONRY FOP FACE OF PINE. FOS FACE OFETUD FOW FACE OF WALL ER FRAME RmN FURNITURE GLS GLASS GINS GYPSUM WALL BOARD GYP GYPSUM HOUR HARDWARE HORIZ HORIZONTAL HT NEW HVAC HEATING' VENTLATI G, AIR CONDMONING MM HOT WATER INSTUL INSULATION IT LIGHT MAT MATERIAL. MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINMUM MW MIRROR MSC MISCELLANEOUS MTD MOUNTED N/A NOTAPPLICABLE NIC NOT ENCONTRACT NRC NOSE REDUCTION COEFFICIENT NIS NOTTOS'ALE OFCI OW NES FURNISHID, CONTRACTOR INSTALLED OFOI OWNER FURS OW NER (STALLED OPP OPPOSITE PS PANIC BAR PLAM PLASTIC LAMINATE PERP PERPENDICULAR RB RUBBER BASE RCP REPLECTEDCELAGPLAN REC RECESS® RBCEP RECEPTACLE REIR REFRIGERATOR REV REVISION RO ROUGH OPENING/ROUGH SCHED SCHEDULED SIM SIMILAR STD STANDARD SYST SYSTEMM TED TO BE DETERMINED TEL TELEPHONE TH THICKNESS TME TO MATCH SWING IS TUBE STS TYP TYPICAL UON UNLESSOTHERWSE NOTED VAR VARIES VCI VINYLCOMPOMONME VENT VEMILATOR/V&IILATION VERT VERTICAL VIF VOM IN FIELD W/ WITH W/O WITHOUT WKSF WORKSURFACE et Gti". l- W lub i " BLDG. rid d' COUNTY1-0 COMPUANCE MTH AU FEDERAL AND RULeS U J J DRAWN er l& 032,13 DWG.. No. A-1.1 2 V4,6 voemrS.-*� 40. a 4343 Ii NO%"pw to "x -IS K Gvlc,.. a clod- 2 t�oA$�r1.8°i -tea. cClfil ��►��/' r�Gt-YAG '}'moi IC'!' Ia 12p1Gc-p- 41 C WERIOR- LOW WALL CLOSET MASTER ®5 BEDROOM GY�t wAevAOrd 1' 9 ASO A+i1r f7. • O 126 i . cob 34" 8-Ioo IVY,lacc�1- .. row► o -%e p�clSt.* eJ 4 0. a. - 4 3 . FIELD VERIFICATION E D VERFCATION : THESE DRAY/WOS INCORPORATEBUWI *NORMAPON COMPRED FROM VARIOUS SOUR6ES ASSJC4MEDWRHTFBSPR0W AND DEEMED AS RELIABLE. CONDITIONS DlRBMYAREC MTHE PROMPM OR RS MALLATION MUST 8EFB3D VEMMBYTHE COMRACTOR OR A COMRACTOR APPONEDRUMBEWATPA PRIOR BIDCM. 106 64�e. COVEREDUte• G SyY'` TERRACE _ S v r n FAMILY ROOM DINING/UVING ROOM C WAY CL CL I@ BEDROOM #1 CLOSET 0 PLAN KEYED RTES: O -W--- I> XISRNOWINDOWTORBM@1O NEW WWOOW OW WDOW NUMBER ODOOR NUMBER EXISTING FLOOR PLAN SCALE 1/8'=1'-0' Z � � 4 Q D � _ � O Q vi O w U x � OZI 06 EQS co ac o^. Z lVQ(; caaamw DRAWN Bl`. J,B. 0.524.13 DWG. ND. A-2.1 3 a 1 WINDOW SCHEDULE FIELD VERIFICATION PLAN PTMNOT: RW VaUr-ATTON : O EXSRNG WNDOW TOREMAN THESE DRAW NOS NCORPORATE=U*4G MORMATION COMPILED FROMX.L.USSOURM ASSOCIATLDWBHiHSPROJECT NLN WNOO'N AND DEEMED AS RE CO T.)O DBiECR.YARfLT Mll O PRODUCT OR RS NSTALLATION MUST BEFO.DVERIMBYTHE CONTRACTOR OR ACOMRACEOR APPOB•REDREPRESMAYNEPRIOR O BIDDII.Ki. g WNODW NUMBER 3/8" -ANN. LAMINATED GLASS CLEAR SILICONE ADHESIVE 8 10 X 1 3/4" S.M.S. BEDDING COMPOUND 1 1 /4" MIN. WOOD EMBED Yr. WOOD BUCKS SEE ELEVATION FOR _� 3/16"X13/4"TAPCONS Z . FASTENERSPAGING e+• 1 1/4"MIN. WOOD EMBED ii Z 5 •. SEE ELEVATION FOR ^ •; FASTENER SPACING-,----, a ''� �!•' EXTERIOR GRADE PERIMETER CAULKING J 0 WINDOW FRAME WIDTH BRACT RESISTANT find 3/16 X l 3/4•TAPCONS 1 1XMIN. WOOD EMBED SEE ELEVATION FOR E)MWM GRADE —J PSOMEIER CAULKING Q O EXTERK)R GRADE PERIMETER CAULKING 3116 X 1316TAPCONS 1 1/,V MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPAC 1146 'IT U J J t/1 Z Q o On 0 Lu UL` Qj O .w ujrli Lu U `0 1 Pcn -j nab 06 to M CD a camamw DRAWN 8't J.& 0824.13 DWG. EET.Na A-4.1 5 NOTES: WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2 ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. EXTERIOR GRADE PERIMETER CAULKING J 0 WINDOW FRAME WIDTH BRACT RESISTANT find 3/16 X l 3/4•TAPCONS 1 1XMIN. WOOD EMBED SEE ELEVATION FOR E)MWM GRADE —J PSOMEIER CAULKING Q O EXTERK)R GRADE PERIMETER CAULKING 3116 X 1316TAPCONS 1 1/,V MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPAC 1146 'IT U J J t/1 Z Q o On 0 Lu UL` Qj O .w ujrli Lu U `0 1 Pcn -j nab 06 to M CD a camamw DRAWN 8't J.& 0824.13 DWG. EET.Na A-4.1 5 I DOOR SCHEDULE L SEE SCHE[d E L SEESSEESCHf3X LE E SEESCHEDULE �f 0 0 0 0 0 0 2 DOOR TYPE/ELEVATIONS FIELD VERIFICATION PLAN KEMNOTM FIELD : DOOR SCHEDULE O DOOR TYPE DOOR NUMBER DOOR SIZE W H FRAME TYPE MANUFACTURE COMMENT REMARK 1 34 X 80 �' (2) - - EXISTING DOOR TO REMAIN 2 31 ]n X 79 y' - - - EXISTING DOOR TO REMAIN 3 29 L X 8D' - - - EXISTING DOOR TO REMAIN 4 24" X 817' - - - - EXISTING DOOR TO REMAIN 5 29 X 79 (2) - - - EXISTING DOOR TO REMAIN 6 23 X 77 B - - EXISTING DOOR TO REMAIN 7 23f, X 80, - - - EXISTING DOOR TO REMAIN 8 27 ?' X 79" - - - EXISTING DOOR TO REMAIN 9 23" X 78' - - - - EXISTING DOOR TO REMAIN 10 29 ' X 79 - - - - EXISTING DOOR TO REMAIN 11 23k,' X 79 - - EXISTING DOOR TO REMAIN 12 23 X 78 L' (2) - - - - EXISTING DOOR TO REMAIN 13 23 ]+ X 8(Y' - - - - EXISTING DOOR TO REMAIN 14 36" X 79" (2) - F LAWSON "LA PORTE" IMPACT - FRENCH DOOR NEW DOOR,,, 15 36" X 79 t (2) - F LAWSON "LA PORTE" IMPACT - FRENCH DOOR NEW DOOR - �p 1 .16 36" X79 (2) - F LAWSON "LA PORTS" IMPACT - FRENCH DOOR NEW DOOR 17 36" X 79 (2) - F LAWSON "LA PORTE" IMPACT - FRENCH DOOR NEW DOOR 18 3W X 791' (2) - F LAWSON "LA PORTS" IMPACT - FRENCH DOOR NEW DOOR 19 14 ' X 79 (2) - - - - EXISTING DOOR TO REMAIN 20 3U' X 79 b - - - - EXISTING DOOR TO REMAIN 21 29 t, X 79 - - - - EXISTING DOOR TO REMAIN 22 24" X 79 ' - - - - EXISTING DOOR TO REMAIN 23 31 " X 79" - I° �� CY-� 144- —1 r�'�+n i 1 i --.cJ NEW DOOR bm, 24 30YT X 79 - EXISTING DOOR TO REMAIN 25 2g' X 79 - - EXISTING DOOR TO REMAIN 26 24" X 79 - - - - EXISTING DOOR TO REMAIN 27 30" X 79 If - - - - EXISTING DOOR TO REMAIN 28 30" X 79 - - - - EXISTING DOOR TO REMAIN 29 24" X 79 - - - EXISTING DOOR TO REMAIN I DOOR SCHEDULE L SEE SCHE[d E L SEESSEESCHf3X LE E SEESCHEDULE �f 0 0 0 0 0 0 2 DOOR TYPE/ELEVATIONS FIELD VERIFICATION PLAN KEMNOTM FIELD : -.. *'3.� O DOOR TYPE THESE RAW THESE DRAWMGS MCORPORATE BUBDMG BJFOA�IATION ,. 4 ,a,6 -%j COMPILED FROM VARroIRSOURCE$LIABLE lyS9JCIATED WBM1F6 fROECI AND DEEMED AS RECON01110 D<�CR1YAFiiCFMGTHE 40,4 D PRODUCT OR ITS MSTALLATION MIRE BEFE LD VERRIEDBYTHE COMPACTOR OR A CONTRACTOR APPOMIEDREPIOWATJE PRIOR �a 11 PorOIVC SIDDMG. Active LAMMATEDGWSS rr O SHIN - UNrt WOH EMMM ME u 14? Max Unft VVIft I Mul9on C8p @ v W(,%d P,nbe w ,f -.. *'3.� ate. U Fblrkkwe A-0,4 ,. 4 ,a,6 -%j earv6-ve 40,4 D 1R �a 11 PorOIVC 40.4 Active LAMMATEDGWSS rr O SHIN - UNrt WOH EMMM ME u 14? Max Unft VVIft I Mul9on C8p @ V(2perrnugi Pandwift L(34 1 /4" mcx ) D 1R r Active Inactive 61 /Z deaa•boff : i% qqpp/ BTdt set 6^ B 4 U2 4if nates n ,. 5 IB (ITwx anchor F"V oaeuuvr DRAW N Sr ja 052IM3 DWG. .NO. A.4.2 6 owo LOW WALL PATIO FIELD VERIFICATION THM OM"*S *=W0MTE3UWW eaCfMAM COMPd®FROM vARqussouRcswq�cwi®waNuaSeRQ�r AND�AS RHrPBIE. CAtIDII1DNSD.�ILYAiP$]@9GTF$ M)D= OROS MWAl1AMN UM BERW WWWBYTHE COnHRACfOR OR ACOMRACtOR APF0WMRffV0"ATMEPWM to PLAN KM r=: 0 raw wttm OWNDOw NUM MN ®DOORhUhUM _ililRu!1171? j�VI TT I'l11.!(%i' i 1 1 1 •� 1 M � NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.EI PROTECTED RECEPTACLE. PUT O/W RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CM. 1 EXISTING FLOOR PLAN SCAL& I 1 -1'1P N (� 93 Z 2 9a o Oa o W U*= j - wZ� 06 4^5 m cco•� DRAWN 31`.J8 032..13 WIG.rj� A-2.1 TP ENLARGED KITCHEN FLOOR PLAN SCALE 114* -I' -W ISHOWER HEAD SHOWER CONTROLS 2 ENLARGED BATHROOM # 1 FLOOR PLAN SCALE: FIELD VERIFICATION THESE DRAW MOS INCORPORATEBUtl DNO WORMATION COMPILED FROM VARR,MSOURC6 ASIDCLAMWBHT6PR0= AND DEEMED AS RELIABLE CONDRIONSDROMYMMOMGTHE PRODUCT OR RS MSTALTATM MUST BE TM.DVEWTBDBYTHE CONTRACTOR ORA CONTRACTOR APPOW06 EPRSMATNE PROR BIDDING. CONTROLS DRAIN SHOWER BATHROOM ® #2 %/AAIPIV O CL 3 ENLARGED BATHROOM # 2 FLOOR PLAN SCALE BATHROOM #3 SHOWWIHOWER DRALN HOWER HEAD HOWER CONTROLS 4 ENLARGED BATHROOM # 3 FLOOR PLAN SCALE 114°=1' r CONTROLS HEAD DRAIN PLAN IMM NOTES: O--W--- %ISRNGWIM7dMTOBBAAMO < NEW WMDOW OWMDOW NUMBER ® DOOR NUMBER GLASS PANEL CURB • '� SEAT FIELD VERIFICATION THESE DRAW MOS INCORPORATEBUtl DNO WORMATION COMPILED FROM VARR,MSOURC6 ASIDCLAMWBHT6PR0= AND DEEMED AS RELIABLE CONDRIONSDROMYMMOMGTHE PRODUCT OR RS MSTALTATM MUST BE TM.DVEWTBDBYTHE CONTRACTOR ORA CONTRACTOR APPOW06 EPRSMATNE PROR BIDDING. CONTROLS DRAIN SHOWER BATHROOM ® #2 %/AAIPIV O CL 3 ENLARGED BATHROOM # 2 FLOOR PLAN SCALE BATHROOM #3 SHOWWIHOWER DRALN HOWER HEAD HOWER CONTROLS 4 ENLARGED BATHROOM # 3 FLOOR PLAN SCALE 114°=1' r CONTROLS HEAD DRAIN PLAN IMM NOTES: O--W--- %ISRNGWIM7dMTOBBAAMO 4> NEW WMDOW OWMDOW NUMBER ® DOOR NUMBER 1 G-�- J J 0 Z � �ao On O W w W U*0 O. �cn Qzj 06 m �a� DRAW NaBY: J 0820.13 DWG.No. A-3.114