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WS-13-1646POF Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 195706 Permit Number: WS -7 -13 -1646 Scheduled Inspection Date: February 25, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DEVINE, MICHAEL & CLAUDIA Work Classification: Window /Door Replacement Job Address: 54 NE 102 Street Miami Shores, FL 33138- Phone Number 305 - 759-4883 Parcel Number 1132060131470 Project: <NONE> Contractor: ANGLER DEVELOPMENT Phone: (305)218 -7583 Building Department Comments REPLACE AND INSTALL NEW IMPACT WINDOW AND mtractio rassea comments DOOR I INSPECTOR COMMENTS False February 24, 2014 For Inspections please call: (305)762 -4949 Page 7 of 42 Inspector Comments Passed ' Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2014 For Inspections please call: (305)762 -4949 Page 7 of 42 JUL S 2 2313 AIV MIAMI•DADE V E COUNTY T L SECTION DEPARTAtE OF RItGUI:ATORY ONOt�IiC RESOURCES (Rl ti) gIST026 1 Z(}8 BOARD AND CODE ADIYIINISTRATI IVISION 5� I 315-2599 tuou .reennotogy untve NW NOW 111 North Venlce, PL 34275 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 RER - Product Control Section to be used in Miami Dade County and other area 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 Made County) and/or the AAJ (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 Cole, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-74011 Outsving Aluminum Casement Window — L.M.I. APPROVAL DOCUM!UIT: Drawing No. MD- CAUO -Ui% titled `Casement Window Details — LM & SAC, sheets I through 10 of 10, dated 08/88/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, PX., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small h ssiie Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVaerles, 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. TFMMINATION of this NOA will occur after the expiration date or if them has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISKWNT: 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 consists of this page I and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12- 1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUB UFTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. SID- CA740_1,K titled "Casement Window Details _LM & SM' , sheets 1 through 10 of 10, dated 0$108(12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 241.13.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10105/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12107 112, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 ismed to E.I. DuPont DeNemours & Co., Inc. for their "DuPont BataciteO PVB Interlayer" dated 09/08/11, 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by —signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel e Product Control Ex mi r NOA No. 12- 09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -I GENERAL NOTES: SERIES 740 IMPACT-RESISTANT CAMEAM PI1 WINDOW 1) THIS PRODUCT HAS SEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ONK4 218 AREggg 11Q RESaUIRHD WHEN USED IN WIND•BORN0 DEBRIS REOIGR& FOR IN6UTA7@q t ABa INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LIT S (CAP) MUST T 'ERED. 3) FOR MASONRY APPLICATIONS IN MIAMI.DADS COUNTY. USE ONLY NAM MME COUNTY APPROVED MASONRY ANCHOPA MATERIALS V= FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE• ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. 981 PER ANMM TYPE, M TABLE 3. SHEET 4. IX W) x BUCKS � WWT IS INSTALLED OIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1TFTHICKOR OREATIfR.1X AND 2X BUCKS (WHEN USED) WWI, Be DESIGNE I TO PROPERLY TRANSM LOADS TO THE STRUCTURE. WOOD SIM DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 7HE ENW!ER OR ARCHI'TEC'T OF RECORD. 8) MOM EMBEDMENT TO BABE MATERIWOHALL BE BEYOND WALL DRESSING OR STUCCO. uss ANC}HMS OF 8UFFI0I£1NT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALAIN'T M USED ON ALL FOUR CORNEAS OF THE FRAME. INSTALLATION ANCHORS SHOULD 13E8FALED .OVERALL 8EALINOR ASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION Lea BY OTHERS AND IS BEYOND THE SCOPE OF THEE 0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE R1HIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD RUCKS, By 0T4£RB, MUST BE SUFFICIENTLY TO REDS ' LCADB IMPOSED ON THEM W THE WINDOW, 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON BTRUCTURAIJOYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S, POSITIVE DF.m LOADS SAM ON WATERTEBT PRESSURE, STRUQww CYCLE TEST PRESSURE. FRAME ANCY"AND GLASS PER AM EVIOG. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WI NDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 89113% STRESS INCREASE HAS NOT MEN USED 04 THS DESIGN OF I" PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING ODE FOR CORROSION RESISTANCE, 9) REFS ESS TEST REPORTS M -M, 3879, 3890, 3724: ELCO ULTRAcoN NOA ELOO ORMFLEX HOA. ANSIAF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types Sheet 1 6118 LaW 018 An • .OSIY PVB - VS An 6 2 7118 LOW INIS An ­OW SOP -WIS An) 0 S 711 s - 1 r 7 LSELd E0 1t6' 71 - 30 An -. 1/6°An 6 7- 1 ., - An 8 8 718' 1/4• Ak- 3J18' An - 09W OP - 3rW An 7 TSB' O 1S An- 1!4'Alr -3/18 HS -. GOP - 3f10'HS 7 6 718' 8• T - 9 -3/18' n - ,090' SOP -3118• An 9 9 TAr IS T- 1WAlr- 3116'HS•.OIM' -Wirt" 7 GLASS SrACX r.` DEIGN PRE8SI/RE RATING O�ACT R LIM fI VARIES. RATED FOR LARGE &$MALL /19•AtStSUep., ` SEE SHEETS 68 MISSILE IMPAOT RESISTANCE caAae 3T' WIDTH fir•' 28.416• MAX OJa IP WIDTH IS UNDER 33.478' (HEAD & SU 4' MAX B. Sim SHEET 2 O yumm °—`—T a 89" LIGHT HEIGHT (OLD) S 7118•LA►5?NT80 GLASS STAGkG 11 S'H GLASS BITE T(R- 11110' OLA9S SITE A W _ .1 0-AWAMM 17•ux GLASS TYPE 1 MAX IfirN IL , ET2 04L CLASS STACK 6'MAX, rna•A4G O.C. tai ARCHOR I J PAIRATEAOH ! JAMB IF HSIGHTIS 21POROV£R 3 TS' HEIGHT R 14.112• MAX O.C. W WIDTH IS 4' MAX. J 33ATW & OVER OGAO & BILL) 30• VISIBLE OP wa (Ol0) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES_.___. ..1 ELEVATION „ „- .....m.-. .1 GLAZING DETAI.B ............ M.1 INSTALLATION .............„._........._ 2 ASSEMBLY TUBE DETAILS._. 3 ANCHOR SPECFMTIONS,.,.._ —.. 4 ANCHOR QUANTITIES ..._... -___ 4 DESIGN PIESSAERE6_.,...r_ BS ASSEMBLY DETAI8180tv1 _ _ r 10 �1Y LTNN —4,� : N0.68706 -�o � 631 P3 O�\ GLASS TYPES 2 &.3 11a•tawa. LRANNATQO OLMOTaac 7A6•tAASNA70 ISaTAm t1tA6eSTA0K Af81PJN.EVtiLA89 _WWAt*MA=0I GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 GLABSWBTACK I _ 1 1._ T(18•LAhSNATW 4 -�-j) 11�— GBJISSOTApf ve•e.aaaem, T4 6� OGLASS 1070 TFCHNOLOGY DRIVE N. VENICE, FL 34975 P.O. SOX 1529 NOXOHIS; FL 34274 CERT, OF AUTH. #29296 3118'AtI1�ALS00R — — HSATGINSNSO GLASS 11118' GLASS ORE GLASS TYPES 8 & 9 Flo�a�� RI Data ___14__ r yy/ I GLAZING DETAILS I J ROSOWSKI I ENT WINDOW DETAILS - LM & SM 08108/12 @ 8wta: O-w” Ro. RCVr 740 NTS 1 OF 10 MD- CA740-LM f r 7118•LA►5?NT80 GLASS STAGkG 11 S'H GLASS BITE T(R- 11110' OLA9S SITE A W _ .1 0-AWAMM 17•ux GLASS TYPE 1 MAX IfirN IL , ET2 04L CLASS STACK 6'MAX, rna•A4G O.C. tai ARCHOR I J PAIRATEAOH ! JAMB IF HSIGHTIS 21POROV£R 3 TS' HEIGHT R 14.112• MAX O.C. W WIDTH IS 4' MAX. J 33ATW & OVER OGAO & BILL) 30• VISIBLE OP wa (Ol0) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES_.___. ..1 ELEVATION „ „- .....m.-. .1 GLAZING DETAI.B ............ M.1 INSTALLATION .............„._........._ 2 ASSEMBLY TUBE DETAILS._. 3 ANCHOR SPECFMTIONS,.,.._ —.. 4 ANCHOR QUANTITIES ..._... -___ 4 DESIGN PIESSAERE6_.,...r_ BS ASSEMBLY DETAI8180tv1 _ _ r 10 �1Y LTNN —4,� : N0.68706 -�o � 631 P3 O�\ GLASS TYPES 2 &.3 11a•tawa. LRANNATQO OLMOTaac 7A6•tAASNA70 ISaTAm t1tA6eSTA0K Af81PJN.EVtiLA89 _WWAt*MA=0I GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 GLABSWBTACK I _ 1 1._ T(18•LAhSNATW 4 -�-j) 11�— GBJISSOTApf ve•e.aaaem, T4 6� OGLASS 1070 TFCHNOLOGY DRIVE N. VENICE, FL 34975 P.O. SOX 1529 NOXOHIS; FL 34274 CERT, OF AUTH. #29296 3118'AtI1�ALS00R — — HSATGINSNSO GLASS 11118' GLASS ORE GLASS TYPES 8 & 9 Flo�a�� RI Data ___14__ r yy/ I GLAZING DETAILS I J ROSOWSKI I ENT WINDOW DETAILS - LM & SM 08108/12 @ 8wta: O-w” Ro. RCVr 740 NTS 1 OF 10 MD- CA740-LM ' . ' . . ^ DIRW%Y INTO MASONRY. AS RE=ReD PER F77 MANOHOR IN MAX ';Z-FR" VU 86816 02 - TV.ANCHOR am ATTACHSOTO EMBEDMENT 7 012 wrEm AND EDGE SUSSTRATF4 3. SHEET 4. 22 23 , MADE APPROVED 80 EDG6 4 18 STEEL SM. ATTACHED TO 82 ATTACHED TO VENT SIUL 81 24 BILL & JAMES SpCTION A-A WINDOW el SEA Al. BELOW _HORIZONTAL EGRESS WIDTH. WASH HINGE: V040M WIDTH - IS-= HEIGHT J" VISIBLE WARE AMMONS LISTED ON TABLE 3. SKEET 4. COVII104ATIONUMM HEIGHT BUCK DISTANCE LUM ANY INSTAUATtON IVMAX ANCHORS MAY NEW 10 BE WDTItVANDOWYAM-7 HEIGHT OPTIOINI SHOWN KAY BE USkD ON ANY INSTALLED THROUGH THE HEIGHT, VOSM HEIGHT - 7 ODE OF THE W="- VW4DOWFRAMATIrMAX ATTACHED FROM EACH SIDE OF THE FRAME rO FRAME 2)ALL WOOD EUMS LEN THAN i-im ASSEMBLY TUBE CENTERLINE IAMS THICK ARE TO BE CONSIDERED IX SM TABLE SMOW. ATTACHED TO INSTALLAT00. iXWOOO BUCKS ARE FRAMA om oFnONAL. MIT MAY BE INSTALLED SHALL BE DESIGNED TO PROPEMY TRANSFER LOAD$ TO THE STRUCTURE. 02 WOOD MM DESM AND INSTALLATION -2lLfr 0 36 30 ISTHERESPONSIBILITYOFTMENGINVER 1 ON THICKNESS TO BE 14W, aD.T --F6, How A: 0 D DETAIL DETAIL V-&lp a 21 kll/ IN A�IL A2 10 04 B14OKSTRIP, No. 58705 lam" w CROSS SECTIONS & INSTALLATION PERANCHOR 10-10 ILCMOLOV OWE FL JV CASE P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B CASEMENT(O MANGLE UNIT& 1) DETEFtMm YOUR WINDOW SIZE AND GLASS, 2) KNOW= YOURANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3►FROM SHE @TS 6.9, PtND THE SHEET FOR YOUR OI.A98 TYPE. FIND THE PROWOTS OESKRN PRESSURE FROM THE TABLE LABELED IDESM PRESS(AF (PSFj FCR W4aLE N NDOH�S ALL AiNCFADR (HRDUP3'. 4) DIMENSIONS SHOWN ARE TIP—TO—TIP. FOR SIZES NOT MIN.012 X rsw 740 SERIES J 740 SERIES CASEMENT CASEMENT WINDOW ASSEMBLY TUBE WRIDOW 9989ORTAL 8114M GO a i IT, -_, MIN.012X 740 BERMS ML11 - O ARE 3 ro FOREW INDIVIDUAL WINDOW. FOR SIZESNOT SHOYAN, ROUND T'O THE NEXT AVAIABLEV TRHEIOHR DIMENSION SHOWN ON THE TABLOIL 2) ANY T4"ERIM PRODUCT QA$EMENT;MAAYY8RATTACiSDTO THE PRAWEASSEMSLYTUBM FOR ALL VYNNDOW3, USE THE WIOIOYY3 NDA FDIC ANCHORAGE, SIZE AND DESIGN PRESSURE UMATKM 3) ALL WINDOWS IN 711E CONHBIVATIONIUNIT &9EABLETO INDIVIDUALLY COIAKY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TOWINDOW, AS 040WI N DETAILS. WITH MIN. 012X V SHAT METAL SCREWS. USETHE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE EXOEED 8C' 1N LENGTH (AB I� IN ASH' FLANGED WINDOW) OR 00 USED IN TEE ORCROSS CONFIGURATIONS. S) THE FRAME A%EMBLYTUEE IS NM REQUIRED TO Be CLOPPED TO THE SUBSTRATE ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, A7DRIONAI.INSTALLATION ANCHORS MAY NEED TO BB INSTALLED TMROUGH THE WINDOWFRAMES AT Iff MAX. FROM EACH SDE OFTTE SHOWN, ROUND UP TO THE NEXT FOR EACH WINOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY— 41EOTION O.O VEFiTm 492TION EE FRAME AM AVAILABLE WIDTH OR HEIGHT CONTERUNE DIMSN ION SHOWN ON THE 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKE, SEE FIGURES 1 d 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHOT 4 Ads �a TABLES. UP EE Side aao Fn S) USING THE TABLE LABELED 2) FROM SHEETS "I FIND THE SHEET FOR YOUR GLASS TYPE f W ABLER, DETERMINE 3) FINDTHEDESIGNPREBSUREFROMTHETABLESLABELED 'DZ=NPMWJR6 {PSF FOR WI DOW3ATTACHEOJOAVERTTCALFRAME YTUSE` ORTOWN � �, PRESSURE( f99 FOR WINDOW ATTACHED TOAHORIZONTALFRAVEASSEri >Bl.Y7UW. DEPENDING ON WHICH WAY THE FRAMEASSEMIBLYWRE18 ORIENTATED. THIS THE NUMBER OF NEEDED 1 THE HEAD. II.iS MUST BE 006 FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTRY ASSEMBLY, DIMENSIONS SHOWN ARE TIP70 -70 2r.2& JAMS YOUR FOR WO NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE MTN OR HEIGHT DIMENSION SHOWN ON THE TABLES. B) INSTALL AS PER THE 4) USING THE TABLE LABELED 'WINOOWANCHHORS REQUIREO' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAWS OF INSTRUCTIONS ON SHEET 2. YOUR WINDOW. 0) INSTALL AM �TTMN. 012 X 1 ON � T2-& USM THROUGH FRAM INTO THE FRAMEASASSEMMBLY TY Tl SEE( DEET� ONTHIS REQUIRED (SEE SHEET 2� +tre�dwco TT�IIac lam Dom _ Od N � � C c � c UJ M W LYNIb Jig GENSF' k�A'': ' N0.58705 S011 ` T TE OF <NI. ,�J �si'�n01�OLL�a.V`E�```• i tEaae PVB BOP � 0 fto1,498) ( 2.3 &e� N v end pm it maL. ban eaad ad & lace ............ I z�3'} matt O.C. E .Ui viii �lJ� 12' mat. tram Vic to■ if JEEM JET [ ?�rav �vl-m ttatt D.C. aaauArMEMSAKA �r`xo4 Km !i"u�.i lE�sti]�I f7 ■_ <�sF,?t'1[T,YT7 � i E ��70 - DImam 7dE70AD ®t]7ibLi� ©QOAD r�7 M'"1i Eif�i t� i Eli:;• ©� or" I *M ®E#�� agE7 MWOM 5tt�'ri��k7i� m mmI Ui=wmw :D�E�O ©�d�74�p ©BOA ©��7aA� ■ �, a, a�uowaos�aors�oar iT]♦ ' X=A�iExiimL7 :�r�rori�:ar:�gio r.�.^^ .T_.I:T KMA WSi ilSR i MUM= " ©A g© I 0�,�rooaAOaas�ov�0000aoa�ra��a : ©i�7Q ©A�Op�1Eii� ©Q © ©i�aQ Od �1�m. Q����Da�Ot��OaDat70�vvvOv t!!l i�7ppaa0E�sI�f�00i17oQ�0t7m0vmi l� i■��': ©O!7 ©E#E!� ©DOD ©E��� ©��i���i ��ooa�aAOOwaAaaaao 1E� ©QDO ©Dim ©ElE� ©QDO ML. MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PJNHEAD OR FLATHEAD, Jamb Snubber LocoWe tEaae PVB BOP � 0 fto1,498) ( 2.3 &e� N v end pm it maL. ban eaad ad & lace ............ I z�3'} matt O.C. E .Ui viii �lJ� 12' mat. tram Vic OWN if JEEM JET Bead arW & 31r �vl-m ttatt D.C. tams O.0 �r`xo4 ■_ <�sF,?t'1[T,YT7 � � 1[� ��t9F: Z?ll ®t]7ibLi� r�7 M'"1i Eif�i t� i Eli:;• or" I *M MWOM 5tt�'ri��k7i� m mmI Ui=wmw iT]♦ ' X=A�iExiimL7 r.�.^^ .T_.I:T KMA WSi ilSR i MUM= ML. MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PJNHEAD OR FLATHEAD, Jamb Snubber LocoWe tEaae PVB BOP � 0 fto1,498) ( 2.3 &e� N v end pm it maL. ban eaad ad & lace IRegtltad matt O.C. 1r mat. fxm 12' mat. tram OWN each and & 30' Bead arW & 31r 0 ttatt D.C. tams O.0 I) USE THtB TABLE FOR NL WNDtJNG PERTNE ILavATIONS ON OHM 1. DI aNSIONS SHOWN ARE WBIDUW TIP- TO•TIP. a) FOR SIZES NOT EitNMN,ROUND l�To wit Next AVAILABLE WIDTH OR HEIGHT DIMEMON SHOWN ON THE TABLE. ,: FOR W WOQWCOMBINATION SHOWN BELON; 7l18' ANNEALED MOP LAM& GLASS, 1J4• MASOMY ANCHORS INTO CONCRRSTTE, tT0/• 80 PSP OP RECUtRED, NO ANCHOR PLATE OAC4EdENT ANt A) FRFOM TABLE 9. ANCHORS C & D ALLOW A DP OF tM.N. 8) F� THE.IANB. FROM TABLE 3, ANCHOR TYPE C NA8 THE ANCHOt MiD SiLBBRRATE DESSERT AND DOES N07 REQUIRE THE ANCM PLATE. C) FROM TABLE 2.0 ANCHORS ARE REQUIRED IN EACH JAMS. D) SIMILARLY, 2 ANCHORS ARE REWIRED IN THE N£AD & BILL. E) D18TFUSM ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10• 90• F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OP THE AW 4, d• �� ,�,) 4• NING {HEAD & su FIXED QgeEMENTANCHORBte98111112 TBNOA' , A) FROM TALI E B, ANCHORS C D ALLOW A DP OF t7a 413.1. 10.8' 8) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE CHAS THE ANCHORAND SUBSTRATE 13 • DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28.8 ANCHORS ARE REQWFIED IN EACH JAMB, 81• \/ D) SIMILARLY. 3 ANCHORS ARE REM EDIN THEHEAD &BOLL, E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM MZVATICN ON SHEET 1. \ 11 F) PER RULES ON SHEET 2. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY WSE 4' q' SIDE OF THE FDRED CASEMENT (HEAD & ELL) —L— 40' ,, .� ��; W,WOENSF • : * No. 58705 STINTE OF gib•. � � 113 ,•'•W: A. LYNN WAER, P$. � 0 � N Q O RIO 0 �r`xo4 .� ��; W,WOENSF • : * No. 58705 STINTE OF gib•. � � 113 ,•'•W: A. LYNN WAER, P$. YHnAOrtMpldtt yt� �� W 1��3� ♦ r mm♦,wm� � S �m >m lggqqqg' y$$ O SC� B8� f✓e� e r a♦ yy i N } ♦ i i i iyigp i r,, i ppi,, dd♦.. > Q O r r i r JJV.. V to N 41 mo. [�•i � ��i//��d.. ppai.. i[ HD r ♦ . • ryy + • ♦ ry YHnAOrtMpldtt yt� �� W 1��3� ♦ r mm♦,wm� � S �m >m lggqqqg' y$$ O SC� B8� f✓e� e r a♦ yy } ♦ i i i iyigp i Q O r r i r JJV.. N 41 mo. r ♦ . • ryy + • ♦ ry � 3 � � �! +my1 •Ny y� lfdgllogl@�H yt� S lggqqqg' y$$ O • � � ♦ e r a♦ } ♦ i i i iyigp i milf ~ -_4 1 y +a 4 41 4104011 A AA) 'Jt A H1,111 Ct ... 42 ml 1*01*1 + + v v I ij! I O co fill l a Rmftm ax J ROSOWSKI 08!08/12 DESIGN PRESSURES PER GLAZING TYPE .� 1070 1ECt6VOLOGY DRN'_ TMa: y°, %R`,y •. ' ;� N. vtauca; F_ a4278 CASEMENT VVINDOW MMLS - LM $� Sid �i C/ . ••• •• 'b\\ t� *AM FL -34274 n4 Serbs / � grabs Ny "1), ....%I%```\ CM OF aunt. #"ne CA-740 NTS 5 OF 1tZ ME? CA740 LM �b yy1P¢¢d}}�1dggmVi..ggt �+ a I� • v pp vftimmow 1 'III, so it to !!to 4 4 11, tag v1spil sell ti 4 AA SO a Big Oil 0 + N Hill ,+ Nil Mott b All 05 -a 5 5 igo Ill HIS 1 11 —1 ado P � w a RsYSad eyr +�+� ,���,� • ...s �,7yq� ROSOWSIG 08!08!12 44V 2 > DESIGN PRESSURES PER GLA23NG TYPE :p •7'F 1073 TEOMOLM DRME t� H. vEwcE =_ s4z7$ CASEMENT VNfMDO1N QEiAtLS - LM & SM 1�.�. v. FL1344VL 9 Eae. ,R" I CEW. OF A1m+. 0211M 0740 NTS 6 OF 10 MD•CA740 -LM m B j� a O 8 a 8 8 �� 6�� •Qr ��♦pp d� ipp ppy� f ��tpp j.♦�� ��( t,,�� t gg♦ f p ♦ Xy � � � iY L" K � tD � o D t i- t ti +1+ B ♦ i � mm O1 m 41 fp � O � yy � W ��mSm 8 tyyy LS@ iiv O O �b1� fs ibA � ���5 t id A�AiiL D � fJ N ii 86�� t$ ffiS'� O t i i f 4• g fig` ♦ ♦ yy,� K�. # f 4 t � f�f�� zd ht B ♦ i � mm O1 m 41 fp � O � yy � W ��mSm 8 tyyy LS@ iiv O O �b1� fs ibA � ���5 t id A�AiiL D � fJ N ii 86�� t$ ffiS'� O t i i f 4• g fig` ♦ ♦ yy,� � ffiS'� mi H sa i�ppA��nC rI( r'�jf ¢tp yy yy @@PJfF1�4 :�2••• `•' 'iC/ •• ;R' tlrltt�' :'�� �� J •.•7+. Z `Y ^7 •4 `i @ � � I � e m J ;i1 O G) issue o. Mag �rFn _11 � W O m +G R p t f r t f1 i♦ �1� t f► f w w o w +a� ♦+ i a g + ��>g • m i l t a♦ ♦► gg 8 >g a� ir ♦ ♦ t fl ♦ ♦ D yt yi yr + 11 1, p, p D D + p ill IIi V 1c,l 0 +i --1 �w K d � o � ^ K OR a 0 310 s 9 K H T Vr£tgmv 41e�II yy�� :�2••• `•' 'iC/ •• ;R' tlrltt�' :'�� �� J •.•7+. = 1070 TECFWOLOM ORME W. VEWOE, fL 34275 P.O. BOX 1529 V X(DWS FL 34274 CERT. OF AUTH. 428288 T Vr£tgmv 41e�II yy�� ggWaetowmdot m m J ;i1 O G) issue o. Mag �rFn _11 � W O m +G ir aE!D Dina w w o w +a� g9 g + ��>g • m i•i. ���� a �It 8 >g a� sit c 11 1, p, D V false 0 +i --1 �»w + 1i+ T Vr£tgmv 41e�II @ m m J ;i1 O G) issue o. Mag �rFn _11 � W -f I!I m +G ir � Dina a ���� a �It 8 >g sit P A Al i m J ;i1 O G) o. �rFn � W t, m +G J RMWSIQ 08/08112 DESIGN PRESSURES PER GLAZING TYPE CASEMENT VkgNDOW DETAILS - LM & SM Sft1owv4d* Shot CA -740 NT5 7 OF 10 1 MD- CA740 -L U1 oil - 14,3+1 ili A 'n W O m T a FT � a W. � m m astc .I ROSOWSKI 0OW12 a•3 DESIGN PRESSURES PER GLAZING TYPE € = s : s ;—`' - ford TWM- cr ORAC ~w s "°� " � �X� '- CASEMENT WINDOW DETAILS - LM & SSA isn MWOM FL 3427L cERr. OF AVni. 0292M CA -740 WS 8 OF 10 AAD CA740 -LM m : yg S S a 2 ' ♦ • 8�`�E�8868�g��4 r t ♦ A ♦, At. m T S� Via i O tl i • ♦ p p wig $ 8888 � p g r i♦ i♦ f ���138b g Qg¢o q+�L jV (� fV V yy $aQ V� �j �j •� ••� Y a pp y� V s t♦ i s r ♦ @ q@@ 8G t b f f bb oil - 14,3+1 ili A 'n W O m T a FT � a W. � m m astc .I ROSOWSKI 0OW12 a•3 DESIGN PRESSURES PER GLAZING TYPE € = s : s ;—`' - ford TWM- cr ORAC ~w s "°� " � �X� '- CASEMENT WINDOW DETAILS - LM & SSA isn MWOM FL 3427L cERr. OF AVni. 0292M CA -740 WS 8 OF 10 AAD CA740 -LM : yg S S a 2 ' ♦ • Ei, ♦ r t ♦ A ♦, At. m T S� Via i O tl i • ♦ p p A p $ 8888 � p r i♦ i♦ f ���138b $aQ V� �j �j •� ••� a t♦ s t♦ i s r ♦ @ q@@ � 8 H D b f f bb t, O 4 oil - 14,3+1 ili A 'n W O m T a FT � a W. � m m astc .I ROSOWSKI 0OW12 a•3 DESIGN PRESSURES PER GLAZING TYPE € = s : s ;—`' - ford TWM- cr ORAC ~w s "°� " � �X� '- CASEMENT WINDOW DETAILS - LM & SSA isn MWOM FL 3427L cERr. OF AVni. 0292M CA -740 WS 8 OF 10 AAD CA740 -LM m T S� Via i O tl i • ♦ f ♦ ♦:♦ r ♦ + � r i♦ i♦ f f oil - 14,3+1 ili A 'n W O m T a FT � a W. � m m astc .I ROSOWSKI 0OW12 a•3 DESIGN PRESSURES PER GLAZING TYPE € = s : s ;—`' - ford TWM- cr ORAC ~w s "°� " � �X� '- CASEMENT WINDOW DETAILS - LM & SSA isn MWOM FL 3427L cERr. OF AVni. 0292M CA -740 WS 8 OF 10 AAD CA740 -LM �� i gill 8 8 01 W 8 sift a a Is 21 c 4 A E3 r a�S v ilk 101 I :A9,141" O it A Oil m 0 A Vo �. �A I Hill III > core DM— r4w J ROSOWSIQ O&f12 4 , r o w. i = DESIGN PRESSURES PER GLAZING TYPE pro MMOLOW ORW � ;:�'LG;.• : •r+^e Fr sa27s CASEMENT WINDOW DETAILS - LM & SM P.O. B= 15" KOXOUS: FL 3W4 Mr. OF AJTH. !29286 CA -740 IscN11TS 9 OF 10 MQ- L'AT40d M S S S + a+• a a t•♦ a bomb + + + + • xg♦ ♦ gi a 1v +tomy .yy t • t r uu O blot a a a O Ig iP A ry q .Oy ym O � V O � � !4 s$O �Ii�� + V V r + .V i ♦ + • •♦ m o� S S S , bomb b��1g o� v 1v +tomy .yy t • t r uu O blot a a a O Ig iP A ry q .Oy ym O � V O � � !4 s$O �Ii�� tt •♦ m o� r uu O blot gets mp�jj' �pp� O � V O � � !4 s$O �Ii�� Tear C 90! Item . Y 1 Lky od on MnteAal 1 7002 k4dnFramgHew sK1 &lamb BOW- 70AIUn 2 7071 Nmhorplato emsivAAIwn. 3 7003 Sash To Bottom &51do Ill 6089.76Ahan. 4 7008 Fratne[orwK Btsd S 7009 SashCornar tad 6 7078 Frame t,sskat I Fomn 7 7072 SashCornersumt vw PWA 8 1 7670 llhdbWeaftjgft.j8Px,2jr Multi -point tack RM PVC 70 30 1 7024 IMaxhn sm 11 7026 Lm*su rtPlate go- u 7M4 agwLocir Med 13 7013 Tie BarGolda KVIM sled orbs 8ted 14 7015 Tie 8 Assem 1S 7028 Max! 22RM m+24° 18 7027 Maxim Due) Ann O MW>2M1" 17 7090 OperatorCanket Wil Foam 18 I 7031 loperauvpcft (Hate 39 1 7051 I0PqWcr5p&wrBlo*-- 19 20 1 7032 IStwd Brodcet stool 21 7033 O ratorTradr &SBdar buaIArm 8tad 22 7028 Ewess Nino q0A Manut. Tmth Mod 23 7010 EVOU NI le ND Mamd, by Truth Bled 24 Snubber Anti - blowout Clt $lad 32 mar Bad r Red 32 1739 Saul Black X 16"x1- 4" HPDm 33 1714 Setd Block X 7 16" x l- 4" EPOM 93 1 70S Laml Bead 8 0046 Alum. 36 7042 taml Bead C T8 Alum 37 7�9 Let a( Bead 0 B043•T8 Ahxn. 1224 VIfM Bulb Way f1dek) Flex PVC 70 39 = lVinyl Bulb WaW (TMnl Fla PV070 SO lDvwW5flfconWbeddltW W 7(x18 lSrreunFrms 3105•H,4 m. 61 7040 Iscrean comer Key PQVFopd- 62 SaamCloth FlbetBleme 63 1635 saaensoune F.M. PVC 64 320 Saean stalmeos Wed 70 234 Add-on Range W-TO Alum 71 70% Frame Tube IX185•TBAlum. BO _ _ 1157 W32x T' Ph. Pn. Mad(. 5a TYPE B 80lase Bred 81 x 2" Ph Pn SNS stdnless smd 82 l0xWVFl.PfL$MS smalm steel 83 IN8xvirmplLsms tNat4m sted 84 I08xlFl.PKTEK Btehtlose steel as #8 x 1" Quad Pn $MS meltdesa steel 85 98 X I-ME gmad Pn SMS stainless Sted 87 810 x 1 ° Ph. Pn. 7fK awleas steel 89 81424x 10 Ph. Pn. TYPE F t3taNMsa etad 90 812 x 1" Ph. Pn.7EK mala m sal ASSEMBLY DETAILS ALL WTAMS SHOWN FROM THE WGWR ` SASH i 2.tltOr mr 062• NO&N. 1.11f2.ftiW I+— 2.784 FRAME HEAD, 1 SILL _& JAMS BOTTOM & pE #7002.8083 -T6 07003, 808348 1398' �+- 1 A 1 .441• • - 42• --.4 FDW ANCHOR PLATE SCREEN FRAME Z #7071, 6003 -TB #7008, 8063 -T8 .080` —9 , 1 �� n 080' 9ta' rl AV T OBEAD B D C #7038, 8083 -T8 �� 67042, 8MT0 i- [ — .17Y .670• --� .w � [-- w 37 �pRF.aD 0 p 07058,6003•To �v_' `a+;�( VYNN 7i77� �`'••'aOENSF ' No. 58705 �'• r l3 '7 '., STATE OF /• LV • 4' 1070 TECHN=GY DRIVE ���'•. FLORIOP.•' ��``� N. VENICE. FL 34278 7 Ss� P.O. BOX 1520 4�rr dNA� t�t�� NtxC.0 FL 34274 A. LYM1iER. P.. CERT, OF AUIH. #29238 P.a.e lw A2r 2.701° FRAMF- 11 AMEMBLY TAI #M4,8003-'M �•.- 220 -►{ .093• .OB3' ADWN FLANGE 70 #134.808348 4snki P 3ouaav Ptawlde aagi C alto s M AND CORNER VIEWS J ROSOWSKI Data- 3EMENT WINDOW DETAILS - LM & SM 08108!12 /NOC"tr ' - Oto"s:a Vo. Rev: CA -740 NTS 10 OF 10 MD- CA740 -LM lw A2r 2.701° FRAMF- 11 AMEMBLY TAI #M4,8003-'M �•.- 220 -►{ .093• .OB3' ADWN FLANGE 70 #134.808348 4snki P 3ouaav Ptawlde aagi C alto s M AND CORNER VIEWS J ROSOWSKI Data- 3EMENT WINDOW DETAILS - LM & SM 08108!12 /NOC"tr ' - Oto"s:a Vo. Rev: CA -740 NTS 10 OF 10 MD- CA740 -LM I PGT Industries 1070 Technology Drive North Ventee, PL 34175 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documa mim suixt iod has been rev-v:md 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 then 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 descilbed bereuy and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IT11- -101" Outswing Aluminum French Door wl wo Sidelites - I.M.I. APPROVAL DOCUMENT: Drawing No. 11005 -1, titled Series "Alum. French Door & Sidelites, impact", sheets I through 10 of 10, dated 02!2M with revision "D" dated 08/14!12, prepared by manufacture, signed and scaled by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp v0M the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NiSSILE 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, modellseries, and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a rene►val 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 germination 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 No. 11-1013M and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 3 , 2012 Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: _ EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11805 --1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22(07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. 1✓. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure ,Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum outsiving French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -6864, dated 04f{}plff 12, signed and mated by Marlin D. Brinson, P. E. 2. Test reports on: l) 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) Fm+ced Bmfty Ttst, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outsiving French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17,5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted underpreviowNOANo. 07- 0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC --2007 and FBC 2010, prepared by manufacture, dated 10 /11 /11, signed and sealed by Lynn Miller, P, E. (Submitted under pmPlons NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 11-0624.01 issued to Ed. DuPont DeNemours & Co., Inc. for their "DuPont BataciteO PVB Intearlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05111, expiring on 05/21/16. Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12- 0516.02 Expiration bate, October 18, 2017 Approval Bate: August 30, 2012 .E -1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBBUTTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT1,6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02112, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda„ P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-- 101122, issued to POT Industries, for their Series VD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.' ; approved on 11123111 and expiring on 10118/12. Jaime D. Gascon, P. K Product Control Section Supervisor NOA No. 12- 0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR (S) AND SIDE LlTg(Sj p2m " mawapbwW 1,G LAM NGDPTIOtL$: MAXIMUM lz' A. 318° LAMI N .. (402"1 CONSISTING OF (1) LITE OF '118" ANNEALED GLASS PLUS AN .080 PV9 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE uaro PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS, B. $t8" LAMI NOM. (.4M CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .080 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE Of: Stir HEAT STRENGTHENED GLASS. C..7118° LAMI NOM. (.488•) CONSISTING OP (1) LITE OF 3118° ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITI? OR SAFLEXIKEEPBAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS, D.7/1B" LAhftAQM&M CONSISTING Of (1) LITE OF 3j18° HEAT STRENGTHENED GLASS PLUS AN .080 PVB INTERLAYLR OF DUPONT BUTACITE OR SAREXWEEPSAFE 4 C p MAXIMUM PL (1) LITE Ok 311W FEAT STRENGTHENED GLASS. E..13N6" LAM) IG NOM. (.840") CONSISTNNO OF (1) LITE OF 3N8" TEMPERED GLASS, 1/41 AIRSPACE, (1) LITE OF 1!8° HEAT STRENGTHENED GLASS PLUS AN .090 PVS NOA DRAWING MAP 1NTERLA (ER OF DUPONT BUTACITE PLUS (1) LITE OF 3H8" HEAT STRENGTHENED GLASS. TOPIC SHEET 2. PESIGN PRESSURES: SEE TABLES t AND R ON SHEET k NOTES � A. NEpA- T SIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130 4• GENES ° ....... •.. 1 CONFIGURATIONS 1 B• POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E IMO-04. .......... 3.5— *WRVRATI : X O, XX k0, M O, QM QXO, AND OXXO. GLAZING DETAILS. « ...... 1 4. ANCHORAGE: TIRE 33 113% STRESS � ESS INCREASE HAS tnr BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITE7 TO STEEL DESIGN PRESSURES...... 2 V1 � � �- SCIREWS, THAT COME INTO lbfNTACT WKii O ER DI IMIAR MATERIALS, SHAD. MEET THE REQUIREM[-NTS OF THE FLORIDA BUILDING CODE, FOR ANCHORAGE ELEVATIONS..... «....... «, «. 3 ul REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT, SECTIONS ............. 4 Ii. t HIJTTERS ARE NNP01 REQUIRED. HORIZ, SECTIONS ..... ».... B S. SE INSTALLATION SCF�EM, FRAME AND PANEL CORNERS SEALEO WITH CLEAR COLORED SEALANT. PARTS LIST. «........ « ».,...» 6 } y 21 a d F. REPOW40ES: EXTRUSIONS ........... «.... 6.7 oD v TEST REPORTS FT1.-40 M, 6212 & 6884; ELOO ULTRACON NOA.11.0408,01,12.0125.00; ANSVAFAPA NDS -2DO6 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM ANCHORAGE,... «.. «.... «.... &10 8. TH S PRODUCT HAS BEEN DP SIGNED & 70TED TO COMPLY WITH THE REQUIRRMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY � IX HURRICANE ZONE (HVI'NZ). LAg ABBREVIATIONS F- 0. C_NFK3URATIO NL(# WHICH OONTAIN A SIDE LITE TO DOOR CONNECUM AN =ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2, PREVAILS. HS. HEAT STRENtTHENED W p pp (� B. NFL LENGTH REINFORCEMENT (ITEM R2 SHOWN IN SECTION E [I, SHEET 8), IS REQUIRED ONLY AT ALL DOOR TO 310E LITE CONNECTIONS FROM a TABLE 1., SHT. 3. REFER TO TABLE 2, SHT. 2 FOR DOOIR TO SIDE LITE CONNECTIONS WHICH PO NOT REQUIRE ITEM 22 REINFOROEMENT. TP. iE Q Z Z o 93 93 4 300 30 30 90 73 112° GLASS BITE 73 112" Gt 8S BITE C44) 112° GLASS BITE Ll a 94 84� 94 �6 IJW AN. OR 3118° AN. OR 114° AIRSPACE 311W HS. HS. GLASS .080 PVB INTERLAYER GL LASS AW PVS INTERLAYER GLASS 3N6° TP. GLASS GLASS trN n+N+ (DUPONT BUTACITE OR (DUPONT BUTACITE OR °„ " 118 H8. GLASS °° �,,....... +V /�'.� SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE AN PVB INTERLAYER_ MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 3!8" NOM. 7118° NOM. 13118° NOM. GLASS W '�, d _ GLASS STACK GLASS STACK STACK ' , .. . Oz^ 3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. W.- '''yob GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE J, GLAZING OPTION E, NOTE 1 Fo +tu rtrrr APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X_ WIDTH XX IDTH _ 79 314" 70-63 314" 87 314" 1 913/4" I 8e - 95 3/4" 3e 371/2" 6e 713W +75.01-7&01+76.01-7r,.01+76.01-76.01+76.01-7601+78.01 76.0 27 314" +76.0 76.0 +76.0 -75.0 +76.0 t-76.0 +76.0 -75.0 +75.0 =76.0 36116" +75.0 75.0 +76.6 -75.0 +71.4 4 +67,6 -67.6 +64.Z -64.2 WS 314" +76.0 -76.0 +74,9 -74.9 +70.4 -70.4 +e6.6 -%6 +63.1 -63.1 +75-01-15.0 TABLE 2. RE81QN PRESS URES FOR COMBI ED DOOR I$IDE L S ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, )(XO, OXX & OXXO ('SHE LOWER DP FOR THE DOOR OR SIDE LrrE PREVAIL;,) REINFORCEMENT 18 NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES B, O, D OR E HEIGHT X WIDTH M WIDTH e-793/4u 7 .83 3/4" 87 314" 91314" 80.953/4" 2e 261/2"1 4e 47 314" +58.8 -68.6 +68.4 -55.4 *62,41-52A +49.81-49.8 +47.4 -47,4 27112" 81314" +54.9 - 64.9 +51.8 -61.8 4.49.0 -49.0 +46.5 46.6 +44.3 -44.3 29112" 65 314" +81.7 -61.7 +48.8 48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41,6 2e 311/2' 6e 59 3/4" +49.0 49.0 +46.2 - 46.2 +43.6 -43.6 +41.4 -41A +39.3 -39.3 28 33112" g4 63 314" +43.11-43.1 +43.1 43.1 +41.6 -41.5 +39.3 -M.31+37.31-37.3 35112" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.51+35.61 -35.6 3e 37112" ge 71314" +34.01-34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 +34.0 -34.0 SINGLE WIDTH GLASS TYPES A, 8 C, D OR E 103/40 +75.0 -75.0 +75.01-75,01+76.0 -75.01+76.0 -76.01+75.01 .75.0 123141 +76.0 -75.0 +75.01.7&0 +75.0 -75.01+75.0 .76.0 +75.0 -75.0 19" +72.4 -72.4 +88.5 -68.5 +65.0 .65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 21314" +64.5 - 64.6 +61.0 -61.0 +67.8 -57.8 +56.0 - 55.0 +614 -62.4 27 314" +52.9 - 52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361(" +36.2 -35.2 +35.2 -35.2 +36.2 -35.2 +36.2 -36.2 +34.4 -34.4 36 3)W' +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,01-34.01+34.01 .34.0 NOTES: 1. GLASS TYPES: A. 318" LAMI OWA, .080 PVB, 3116' HS) S. 318" LAN 018° HS, MO M 3/18" HSI C. 7118" LAMI (3/18° A, .M PVB, 3118' HS) D. 7118° LAMI (3/18' HS, .090 PVB, 3116" HS) ® E. 13118' LAMI IC, (311(" TP,114' AIRSPACE, U8" HS, .080 PVS, 3118" HS) 2 COMBINED DOOR S SIDE LITE WIDTHS I-OR TABLE 1 OR 2. MAX. O=O WIDTH - 734M MAX. OXO WIDTH =106112" MAX. XXO0)tX WIDTH a 107 314° MAX. OXXO WIDTH = 143 314" 3. $INGLE DDS 335W WIDE OR OVER AND THE OPERABLE PANE„ OF DOUBLE`- DOORS 64118' WIDE OR OVER FROM Em4M TABLE COMPLY WITH THE EGRES4 REQUIREMENTS OF THE FSC. NARROWER DOORS MAY BE USEI) WHERE EGRESS IS NOT REQUIRED BY CODE, 4. DESIGN PRE6SURE8 UNDER 40 P.B.F. ARE NOT APPLICABLE IN MIAMI -DADS COUNTY, 8. EXAMPLES Oh COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 60' HIGH SINGLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE - *87.81.87.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 66" WIDE x 66' HIGH DOUSLE DOOR WITH 38112" SIDE LITES DESIGN PRESSURE _ +70.41.70.4 PSF EX. C FROM TAKE 2 OXO WITH GLASS TYPE C SW WIDE x 87 NW HIGH SINGLE DOOR WITH 28' SIDE UTES DESIGN PRESSURE a +43.6 f -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314"'MOE x 80' HIGH DOUBLE DOOR WITH Or SIDE LITES DESIGN PRESSURE = +45.11.43.1 PSF U. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL, An s IN ° h- 0 a LU � G O V1 yam, u, a IN g O oa 8 T °& r 41 r t: FR'�` 731/2° MAX. 83/4" �— MAX 1/2' MAX.- 36 314° 38 314° MAX. u�r -8EE NOTE 3+-r— — MAX -143 314° MAX. 383/4 383/4 -J+ BEE NOTE 3 "� MAX ° MAX t4t�ucr veD mwmpty VVI t amide ®p°p ' I, & s%puw 49 49 41 49 Q c �fo E� E }E �� JE JE EIE Ef X g �' f S� Zi A0 , is INAC 4 s p p SEE NOTE 4 OX OR XO 8E4 NOTE 4 SEE NOTE 4 OXO 8E* NOTE 4 41 OXXO 8EE NOME 4 W �y �MAX M/�%• )'13/4° MAX 38 314" 4 9/18° MAX. 33 818 °MAX. (rrr) 1 O z A - -, I - , _ B- Q r. 0 49 �k 41 10 TYP. MAX. ° 10 MAX. 149 / / 84 3W dSe� TYP. / MAX, DLO 1 �P) 1JNAC7 (TYP-) DOOR DLO HEIGHT # HEIGHT -11 3V DLO WIDTH W a DOOR WIDTH - 1216118° gg d g$ I° 9 V- JC F� \.XAC F DLO WIDTH II = DOOR WMI -11 Sd18° ' i ••� /o�• X OLD HEIGHT -HEIGHT 413V 3 l/8° —xil DLO WIDTH ®WIDTH 4g ��' NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. Q 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE LITES OVERLAP W AND'XX' DOORS BY 31C WHEN ASSEMBLED TO MAKE 'XO','OX','OXO ' XXO•,'OXX' AND =XO• CONFIGURATIONS. 4. 1b''• y ''��yi d 6. CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: ('X DOORS - (SEE IDTH 8.APPLICABILITY 4 C= DOOR - DOOR WIDTH/2 - 4.079} ' I I"Q����1 1.1• OR SECT. A A VERTICAL MTERIOR SL SECT. B-B VERTICAL INTERIOR CLEAR- COLORED SEALANT SIDE HEkLITE 3FIT SL VIEW G -G CORNER ASSEMBLY A ° AT HEADIJAMS AT SILLIJAMS O -� � o pO W to O o 15 1.11 1 mi, I 0 IF" Rik I I V IV� .604 --1 9 3 OUTSMNG THRESHOLD CHANNEL COVER 6063•T6 two .690 - - I .726 22 TUBE MULL 8083 -TB U a g P Y z V y o d� d � �a 1.780 1.760 t.T50 -I II 1.760 PROD lCT11mv Bo lb I I 1.480 .060 - 1.820 s,�t���ae' � � �s 1 . .250 F� - 4.828 4.728 4.728 082 _ 4.7x8 .060 37 STRIP CHANNEL N O 4.000 4.100 4.t00 .082 4.876 6.000 SW3-T6 g 4.878 R1.97b 4.100 DOOR FRAME, 2.126 .126 co 20 JAMB / DOOR PANEL DOOR PANEL ( 3,0� TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL V- �_/ 606346 8063 -T6 44 IN7ERIORASTRAOAL Q5 EXTERIOR ASTRAGAL O HINGE ►�` to y. 8083 T6 808376 9.878�� 32 808376 � o!i O^ ��3171 �t.600� 77" I �^ 668 1 _ F+ - .80i� � ' d U? � 126 1 .L� 660 .780 T..... A80 W 883 1.400 pb0i 050 FILLER HEAP ADAPTER 34 TRUSS CLAMP i3 3V 0 LAZING BEAD 1 72 7118' OLAZINO BEAD 3,000 883 a O r' 10 g08g.78 �� 8083.78 8375 808376 N O }�- ---- -- 3.100 - -+.•� 141 1.082 3000 r 10 OL40NO SEAR O 1.478 @) SL JAMB 7� 8083T8 T[ 8083.78 1.2172 1.aify 1� l -•-{ .630 �d -1 6.469 .076 &i12 1 FRAME HPAD 6.086 8083 -TB --.075 4.688 .� 7� 2.980 3 ' 079 1.489 .0 A89 � � 3.000----.4 SLJAMB OUTSWINti THRESHOLD SL HEADER SL S&.L $8 ADAPTER Y '•. � � 11 6063 T8 60 8083.78 808378 8083 -TB �yDy . O0` d •�'Nr`j%j tt4�`�� � ZONE'F °ZONE "F. -- i•ZONE� HEAD HEAD HEAD HEAD HEAD HEAD �ZgVE°C°� �ZONE"D�ZONE "D °� �ZONE°E"� • asemnptgf�wtmam9eatmtea ' OXXO x e MINIMUM JAMS ANCHOR ~ U r t s �ZONE� LOCATION. BILL ---�- ZONE -� y a X xx o XO OR Ox - = ADDITIONAL JAMB ANCHOR LOCATION, REQ�UIRED�T48 ES o 3.7 ON SHE SILL � O SILL •D°I zoaN °` Loj ` ZONE V ZED z"W ZONE °E SEE TABLE 3. SHT, 8 SEE TABLE 4.. BHT. a SEE TABLE 6., SHT. 8 SEE TABLE 0., BHT. 9 ZONE HEAD ZONE HEAD HEAD HEAD HEAD HEAD HEAD HEAD rzoNE°D^ ZONE ZONE r °E° �zaNE"F°'t 'E' 1 �` �'` EXAMPLE ANCHORAGE SOLUTION w ] FOR A CONCRETt ~ W ° OXXO INSTALLATION . � I4 � A.16' x 8331C SIDE LITES WAND 'E' ZONE ANCHORS FROM TABLE 7, BHEETB. d a o U. OXO OR OXX r7 PLUS; B. 713/4 "x83 314" XXX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 8, EACH °F° ZONE., SEE ENCIRCLED VALUES, SHEET 8 rt� TOTALS (4) TYPE 1 OR 2 ANCHORS s SILL f I SILL BILL � SILL Z�E� ZONE -}— BILL —}•ZONE --�- --�-- EACH JAMS AND 2+6 +8 +2 m (14) TYPE 1 OR 2 ANCHORS AT HEAD .E ZONE'F' „E ZONE ZONE "F" 'E' „E. ZONE "F" ZONE'F" ,V AND AT SILL. SEE TABLE 7.. SHT, 8 SEE TABLE 7. BHT, 8 SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 SW x 83 314 "'XX' DOOR, WITH 18'x83 314° SIDE UTES (SEE SOLUTION AT RIOHTI w a ANCHOR LOCATION FOR EXAMPLE ABOVE �t4r.4 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS Z.1/4" ELCO S84 CRETE-FLEX MASONRY ANCHORS 3. (x12 SCREWS ^a 2 ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. % r' 0� JAMBS (ALL 13114' MAX. FROM CORNERS AND 231!8" MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM MAX. FROM O.C. '�.yg ............. CORNERS, 8" ASTRAGAL CENTERS AND 20 718" MAX. HEAD & SILL OF SIDE UTES: fr MAX. FROM 3. TO DETERMINE ANCHOR QUANTITIES FUND HEOCON GURA71ON ABOVE HEN REFER TO HE APPROPRIATE TABLES ON SHEET 8. � ZONE'F °ZONE "F. -- i•ZONE� ' OXXO � �ZONE� SS'(' BILL ---�- ZONE -� TABLE 3. X DOORS ® MASS TYPE6 A. % C, D, E ANCHOR TYPE WOOD 1.2 CDNC TABLE 4. M DOORS ® (ALSO X DOOR OF O & OX) OLASS TYPE8 A. 0, C, 0. E ANCHOR TYPE 23, tNODD 1,4, C014; 8 8IJH8TRATE TABLE G. Q SIDE LITE ® OLA88 TYPES A. 8, C. Q E ANCHOR TYPE 2,3, 12, CONC & 8 TRATE TABLE 8. XO & OX A QLABS TYPfsF A. 8. 0, D, E ANA TYPE 2,3, YJDOD 9 2 03i� 8 8UBSTRA TABLE r. tMASS TYPfiB 2XO,, X-Q, OXX A, 6 C a E AID TY & 31lBS'TRATE 2,31 tN000 1$ CONC W- 2b TO 37.50 WpTH x t rt LDAOZONES DO0ftlNtOTh LOAOZONES ymm "O° • 10.7 TO 36.7 DZDN98 WOR LOADZONES nOORwym LOAOZONES a � P c � �` >S 'W - 47.7 TO 71.7 < d �WgIs F $ gM1W� r a $ # W :d py $ wpn F $ �a p p �o q g. A %C - 26. TO 37. �o � O A ;c i x � � 0 x a W - 2640 TO 37,88 "M - 47.7 TO 71;76 m A W611T9 x H7 WWH x HT. BIOS UTE WIDTH x HT. 51� LITE x 26.60 x 79,78 SWMA 91• 98 5 2 7 4 2 3 47.78 x79.7 83 91, 96 4 3 4 2 3 10,78 x79.7 89 8, 98,7 4 1 10,78 x 78,76 83 7 09.7 0&7 4 2 '4 2 `1 1 a 4 2 g� jti: `6 F, ,� x �' 10.78 x 79.78 03.78 91.78 88.78 4 2 ,� 3 4 a u"II f• of Q 4 2 �F O 1 5 2 7 4 2 3 8 4 4 2 3 4 1 4 2 4 2 4 2 $41 4 2 S 2 7 4 2 3 8 4 7 4 2 3 4 1 4 2 4 2 4 2 8 2 7 4 2 3 8 4 7 4 2 3 4 1 4 2 4 2 4 2 4 2 27.50 x 79.71 83.76 87.7 91.7 86.7 5 21 7 4 21 3 61.78 x W& 83. 87. 91. 06. 6 4 7 4 2 1 3 12.76 x79. 83 87. 8'1. 96. 4 2 4 2 12.75 x 78.7 83.7 87.76 91.7 06.7 4 2 4 2 4 2 92,76 X 70.76 83.78 87.78 91.78 85.78 4 2 4 2 5 2 7 4 2 3 4 7 4 2 3 4 2 4 2 4 2 4 2 4 2 8 2 7 4 2 3 4 7 4 2 3 4 2 4 2 4 2 '4 2 4 2 4 2 4 2 4 2 6 2 7 4 2 5 PS 4 7 4 2 3 4 2 4 2 4 2 4 4 2 2 4 4 2 2 8 2 7 4 2 6 4 7 4 3 6 4 2 4 2 4 2 29.60 x78.7 83.7 87.7 88.7 4 2 3 55.76 x 78. 83 7 87. 01.7 > 8 4 7 4 2 3 19,00 x79 83. 87. 91. �. 4 2 4 2 19.00 x 78.7 83.75 87,7 01.7 88.78 4 3 4 2 19.00 X79-75 83. 87.75 91.76 88.78 2178 x 83.7 97.71: 81.9 88.98 4 3 4 Z 4 2 3 6 4 7 4 2 3 4 2 4 8 4 3 4 3 4 2 4 3 K62 4 2 8 8 4 7 4 2 3 4 2 4 2 4 2 4 4 4 4 3 3 3 4 281.7 4 2 8 6 4 7 4 3 8 4 2 4 2 4 3 4 2 q 2 4 2 5 8 4 8 4 3 8 4 2 4 2 4 3 4 2 4 2 39.80 x 83,78 87.76 91.707 95.7 8976 x 87. 81.7 OV 21.78 x 83. 87. 91.7 95.78 21.76 x 03.7 87.7 91.7 98.76 8 2 8 4 2 5 5 8 8 4 2 3 4 2 4 2 4 3 4 2 4 2 8 2 8 4 2 8 B 8 8 4 3 6 4 2 4 2 4 3 4 2 4 3 4 2 2 8 4 2 8 8 8 8 4 3 6 5 2 4 2 5 3 4 2 5 3 g Z 7 2 10 4 2 b 8 8 8 4 3 6 5 2 4 2 8 3 4 2 8 3 4 2 33.80 x79 83.76 87,78 91.7 98.7 6 3 8 4 3 3 63.78 x 79.7 83.7 87.76 91.7& OL7 8 5 8 4 2 3 27.76 x79. 03. 87. 91.7 98.78 5 2 4 2 27.78 x 79.7 03.7 87.76 81.7 95.7 8 3 4 2 27.78 x 79.7 83. 37.75-6 91. 95. 8 8 3 3 4 2 6 9 8 4 3& 8 4 3 S 6 2 4 2 8 3 8 3 8 3 8 3 4 2 8 3 0 4 3 8 8 4 3 6 8 2 4 2 4 2 3 4 2 7 3 10 4 9 8 t78 8 4 3 6 8 2 4 Z 4 3 8 3 4 3 7 3 10 4 3 b 10 4 3 8 8 2 4 2 4 3 6 3 4 3 36 b0 x 79.7 83 7 .7 01.76 0 3 8 4 3 5 87.75 x 70.7 83.76 87.75 91.7 96.75 8 5 8 4 3 5 30.13 x 78.7 831$ 87.78 81.7 96.76 8 3 4 3 36.13 x 79.75 83.7 87.7 81.78 05.7 8 4 8 4 4 3 38.13 X19-76 83 87. 91. ova 8 4 4 3 8 9 8 4 3 8 B S 8 4 8 8 3 4 3 4 3 8 4 4 4 3 3 8 3 8 4 3 6 6 6 0 3 8 7 3 4 3 7 6 4 3 7 8 7 3 10 4 3 6 7 8 10 43- 3 6 7 3 4 3 T B 7 6 4 3 7 -77 b 4 3 7 3 10 4 3 6 7 8 10 3 6 7 3 4 3 4 3 4 3 37.50 x 70. 89 7 87.78 91.78 86.75 6 3 8 4 3& 71.75 X78.7 89.7 87.7 91.78 95.7 8 b 8 4 3 8 38.78 x 79.76 83.76 87.78 81. 9b.7 6 3 4 3 38.78 x 70.7 83.7 87.7 81.7 95.7 4 3 38.76 x79 03. 87.76 91.78 06.75 8 4 4 3 8 3 8 4 3 6 8 5 9 4 3 5 6 3 4 3 4 3 6 7 4 b 4 3 7 3 10 4 3 6 6 6 8 3 8 7 3 4 3 R75 4 3 4 3 7 3 10 4 3 6 7 8 10 #4K 6 7 3 4 3 4 3 7 b 4 3 7 3 10 4 3 6 7 8 10 3 8 7 3 4 3 4 3 7 8 4131 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.110 ELCO SS4 CRETE-FLEX MASONRY ANCHORS 1 Y12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLEANCHORAG9 SOLUTION ON SHEET 8. T g� I- @ o U iP W Z Lu N LOF� � Of p to d � O 6i ttttit 11111111���' t•'3�o '4y � r ���� 1 N 1111 tltt ~ ~ ~ � ~ BUCK, NOTE 2 3.4 KSI MIN. C ED. IN ED. SUCK, NOTE 2 WOOD BUCK NOTE 2 FRODUMMOM , rix I 3W MIN. WOOD —EXT, SHIM SHIM ANCHOR CONC. EXT. WOOD EXT. CONC. EXT. l"m 2 OR 3. ANCHOR. ANCHOR ANCHOR, a NOTE 1 NOTE I TYPE 2 OR 3. NOTE 1 DOOR HEAD (WOOD) DOOR HEAD PONC) MIN. if44 MAX I 3W TYPE 2 (COW) SIDE LITE HEAD (CONC) WOOD SHIM ;ANal Te WOOC ELITEH�ADF( ANC14OR ANCHOR, ON ow CONC NOTE I La STAGGERED ANCHOR WOOD 3A KSI MR CONC. a 0 TYPE STAGGERED ANC*i(K 4EXST� .61c 1 4 BUCK NOTE 9' NOTE 3.4 KSI M. CMU OR ix WOOD BUCK 2 EXT. DOOR JAMB (WOOD) - DOOR (CONC) §IDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 0 WOW ANCHOR TYPE 2 OONC. ANCHOR, z WOOD ANCHOKTYPE 2 OR 3 NOTE I gm. ANCHOR OFt NOTE I A SUCK NOTE 2 SHIM SHIM I 3W TYPE I 34*MIN. 13M 30 TYPE 1 3A K81 MIN, W4"TYPE 2 t2X WOOD BUCK NOTE2 2X WOOD BUCK, NOTE 2 CONC. ci DOOR SILL (WOOD) DOO SILL (CONC) SIDE LITE SILL (WOOD) MINN. E NOTES: SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114* TAPCONS EMBEDDED 13/0' IAN. (TYPE 1) OR 114' SS4 CRETE-FLEX EMBEDDED I 3W MIN. (TYPE 4 THE MINIMUM DISTANCE FROMCENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREW45, G6 (TYPE 3) OR ELCO 1/4' S84 CRETE-FLEX ANCHORS EMBEDDED I 3W MIN. (TYPE 2� ' .. 0� t - 1 4 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS 2. WOOD SUCKS DEPICTED AS Ix ARE LESS THAN I lrZTKCK. IxWOCDBUCKSAREOPTIDNAL DEPICTED AS 2x ARE I Ilr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO 13E ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHIJ). wz 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLtC GROUT (3400 PSI MM PONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ol jA ...... 13 --l(tito ANGLE4 OP ID: AC CERTIFICATE OF LIABILITY INSURANCE °"'�`��°�' 11/0112013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate Holder in Neu of such erldors s PRODDER W.F. 2 W CCoomeercial Insurance 1 dg y Fort Lauderdale, FL 33319 William F. Dowd NI COM-ACT W(giam F. Dowd III aOliuo Eat AI . 854-731 -MB 854 731.3586 ADDRESS: wdo roemer- ins.00m INSURER(S) AFFORDING COVERAGE NAIL S INSURER A: "'W ' 'P'ny 16632 INSURED Angler Dewlopment, Inc. 2141 Hibiscus Circle Nontit Miami, FL 33101 INSURER B 101?.912013 INSURER C : EACH OCCURRENCE INSURER D: P I otxmrerce INSURER E : MED EXP (Anyone person) INSURER F: PERSONAL s ADV INJURY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OFINSIE FDLICYNUIdBER LIMITS A GENERALLIABLITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ® OCCUR OLP003008206 101?.912013 10/x/2014 EACH OCCURRENCE $ 1,000,0 P I otxmrerce g 100,00 MED EXP (Anyone person) $ 610 PERSONAL s ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,0 GEN9. AGGREGATE LIMIT APPLIES PER: POLICY 220a. LOC PRODUCTS- COMP/OP AGG $ 2,000,0 $ AUTOMOBILE LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNED HtREDAUTOS A(�OS a COMBINED SINGLE LIMIT BODILY INJURY(Perpwwn) $ BODILY INJURY (Per axiclorrt) $ PROPERTY DAMAGE ACCID $ UMBRELLA LIAR EXCESS LL48 OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERA XECUTIVE Y I N OFFICERIMEMBER EXCLUDED? r ��ss, In NF9 DEBCRI OF OPERATIONS be1mv MIA WC TATU ER EL EACH ACCIDENT $ EL DISEASE - EA EMPL $ ELL DISEASE - POLICY LIMIT I $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addifitnal Remoke Sdtedul% ff more space 19 required) Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 ACORD 25 (2010/05) MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICE$ BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. :,T TIT ..._ , I.,. C 1888 -2010 The ACORD name and logo are registered marks of ACORD All rinhtc reAenreaH Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT �n 4 PERMIT #: �.� l `t� DATE: zipritractor YOwner a Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: 9 RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 KE2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: WS13 -1646 August 6, 2013 Building Critique Sheet Page 1 of 1 1. Show the horizontal reinforcement and tie to existing masonry for windows block -up. 2. Provide dimensions of the windows block -up. Mehdi Ashraf Building Official 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , INSPEC7iON'S PHONE NUMBER: (305) 762.4949 BILDING PEST "PLICATIGN Permit Type: BUILDING JOB ADDRESS: 54 NE 102 st JUL 3 2 2013 FBC Permit No. 3 1 b master Permit No r '--)- - 6 59 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: l►i (Fee Simple Titleholder): Michael & Claudia Devine phone#: 305 -773 -6008 Address: 54 NE 102 ST City: Miami Shores State: fl Zip: Tenant/Lessee Name: Phone #: Email' CONTRACTOR: Company Name: Angler Development Phone#: 305 - 218 -7503 Address: 214114ibiscus Cir City: N Miami State: Fl gip: 33181 Qualifier Name. Albert Mendez Phone#: 305 -218 -7583 State Certification or Registration #: cgc 059305 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: ArchitecOngineer. Phone#; Value of Work for this Permit: $ 3,000 Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration QNew URepair/Replace ODemolition Description of Work: replace and instant new impact window and door Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zio Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the ft rkt inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ill n t proved and a reinspection fee will be charged. Signature Signature Owner or Agent The for ing instrument was acknowledged before me this day of (S\ 1' 20 L3, by 0—PAP I &. r�,-) 1 (L who is personally known to me or who has produced ��—C�t A3 ' The foregoing instrument was acknowledged before me thi /4- day ofAyAA 21A by , rs nally known to me or who has produced Structural Review Clerk (Revised 311212012XRevised 071101M)(Revised 06110)2009)(Revised 311") Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: WS13 -1646 August 6, 2013 Building Critique Sheet Page 1 of 1 1. Show the horizontal reinforcement and tie to existing masonry for windows block -up. 2. Provide dimensions of the windows block -up. Mehdi Ashraf Building Official 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.