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RC-12-1829 (3)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204930 Permit Number: RC -10-12-1829 Scheduled Inspection Date: December 23, 2013 Inspector: Rodriguez, Jorge Owner: EVELINA SANTOS JTRS, ANDY AARON rroe Job Address: 85 NE 110 Street Miami Shores, FL 33161 - Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360040240 Contractor: ALELUYA ROOFING CO. Phone: 305-634-5194 sur comments INTERIOR REMODE, KITCHEN AND BATHROOM. ""'---- INSTALLATION OF NEW FRONT DOOR AND NEW INSPECTOR COMMENTS False WINDOW December 23, 2013 For Inspections please call: (305)762-4949 Page 34 of 39 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 23, 2013 For Inspections please call: (305)762-4949 Page 34 of 39 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction Bldg. Permit No. RC -10-12-1829 Owner ANDY AARON, EVELINA SANTOS JTRS Contractor ALELUYA ROOFING CO. Subdivision/Project <NONE> Construction Type R-3 INTERIOR REMODEL 85 NE 110 Street Miami Shores FL 33161 Locoon Date Issued 02/06/2014 Occupancy SINGLE FAMILY HOME Applicable 2010 FLORIDA BUILDING Code Building Officials Approval , Not Transferable POST IN A CONSPICUOUS PLACE 9V d'f Mlu Mt- t =DADS COUNW a y¢'PROW& CONTROL SECTION DEPARTMENT OF PERMnTING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Suva, Room 248 AFFAMS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMMISTRA710N D"1014 T (786) 315-2594 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) vnm minMid0djaav!Merpl PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicaible rules and regulations governing the use of construction mat 'si The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Control Section to be used in Miami Dade County and other areas where allowed by the Authority il4n Jurisdiction (AHJ). is A shall not be valid after the expiration date stated below. The Miami -Dade County Product 'on (In Miami Bade County) andlor the AHJ (in areas other than Miami Dade County) reserve ve this product or material tested for quality assurance purposes. If this product or material in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ dy revoke, modify, or suspend the use of such product -or material within their jurisdiction, reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product trol 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 ITD-750" Outswing Aluminum French Door wMidelites -- L KL APPROVAL DOCUMENT: Drawing No. W0-11, filed "Alum. French Door & Side Lines, Impact", sheets l through 12 of 12, dated 12/23/04, with revision E date 14/12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 beACT 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 ofthis product. TERNIINATIEON 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. INSPEMON: 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 # 09-1.028.10 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Wanufel.Perez, PX. NOA No 11-1013,24 Expiration Date: Febraw? 24, 2015 Approval Date: November 2A, 2011 Page 1 PGT lndasWN NQTIQ OF ACCEPTANCE: EVIDENCE SUBIiUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lite$, Impact", sheets 1 through 12 of 12, dated 12/23104, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports -on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill thresmhold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5341, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 094 028. 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 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 09102&10) 3. 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FT1.-4527, dated 02/10105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 03-0419.03) 4. 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 doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by Edm o P. E. (Submitted under NOA # 05-0419.03) auel eP.L. ProdaM Controkr P � miner NOA No 114013.24 Expiration Date: February 24, 2415 Approval Date: November 24, 2011 E-1 PGT lGQdnst 'es NtA=4 !(9F ACCEPTANCE: E3PENCE SUBM[TTED B. TESTS tcommusnl 5. Test reports on: 1) Large Missile Impact Test per FDC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) h. 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 Fenestration Testing Laboratory, Test Reports No. FTIA530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. 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 outswmg French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Subt»itted under NOA # 05-0103.03) S. 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 Fenestration Testing Laboratory, Test Reports No. FT.L 4312, daybed 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (SubmNed under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure 'fest, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) Ofn ei Perez, P.E. ProdC trol Examin er VA No 114013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-2 PGT Industries NO—T--IU OF ACCEPTANCE: EVIDENCE SUBU DD C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lyrin Miller, 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 ofAcceptance No. 1"W2-09 issued to E.I. DaPout DeNemours & Co., Inc. for their "DuPont Bataeite® PVB, Interlayer"' dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09-0223.05 issued to Sohttia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC 2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest°', prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. S. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Isshaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD - 750" Oufswing Aluminum French Door w/Sidelites — L.iM.I., approved on 02/10/10 and expiring on 02/24/15. Peres, P.E. Froda boa of Examiner NbrfNo 11-1013.x4 Esp#raOOD Date: February 24,201S Approval Date: November 24, 2011 E-3 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) BLAZING OPTKINI& A 7J18° CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3N 8• HEAT STRENGTHENED eLASS WITH AN .080 PNB ONTERLAYER OF DUPONT sUTACITI OR SAFLE*XEEPSAFE MAXIA = IL ThLr LMIPONSISTING OF (2) LATES OF 3M8' HEAT STRENGTHENED GLASS WITH AN .080 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEIO EPSAFE MAXIMUM. C Z CONSISTING OF (1) LITE OF 3H8' ANNEALED GLASS AND (1) LITE OF 3M 6' HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA W ERLAYER. 0.7118° LAW CONSISTING OF (2) LJTES OF 3116° HEAT STRHNGTHEN1ED GLASS VM AN .076 VANCBVA INTERLAYER. E. W LAN IS, CONSISTING OF (1) UTE OF 3118" TEMPWM GLASS OUTS= 19' AIR $PACE AND (1) me, LAMI GLASS ASSEMBLY INSIr (3H8'&= Pm 3118°!'18). F. 7w LAMI LG. CONSISTING OF (1) LITE OF 3H8" TEMPERED GLASS OUTSODE.1J4' AIR SPACE AND (1) 7J18° LAMI GLASS ASSEMBLY INSIDE (3118° ft= PVS, 3M8' HSj. G. 7Z M LOA CONSISTING OF (1) LITE OF 3118' TEMPERED GLASS OUTSIDE. 1W AIR SPACE AND (1) 7J18' LAMI GLASS MSEM13LY INSIDE 8• A.0Y5 VANCEVA, 3116" HS). H CONSISTING OF (1) LITE OF W TEWERED GLASS OUTSIDE, 1W AIR SPACE AND (1) 7H8• LAN GLASS ASSEMBLY INSIDE (3M(r VANCEVA,3H8'HS). 2. DESIGN PRESSURES. TABLE 1, SHEET 3. ®A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AMU 1:130002. B. POS1TW DESA LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM EI=4). 3. C.ONFIGUIlATION8: X, 9, & M a NS = OM OXO. jM XXXO. QM OR WO WHEREQ REPRESENTS EITHER THE NARROW JAMB OR FULLJAMB SIDE LITE. ANY rWO ADJACENT WNTTB CAN SE ERHER TWO SLE, I DOORS ORA DOUBLE. NJ DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR �LY BEAM IS U51B7 TOASSEJ 13LE AND Q UNITS TO MAKE THE ABOVE CONFIGURATIONS, 4. ANCHORAGE- THE 33113°b STRESS INCREASE HAS NAT BEEN USED INTHE OF -SIGN OF THIS PRODUCT. FOR ANCHORAGE REQWLtEMENTS BEE SHEETS O THRU 11. 8. SHUTTERS ARE NOT REQUIRED. 8 SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7REFEENC@S: TEST REPORTS. M-4311, Mr"12, M4315, FTL4827, F7646S. M-00, M-4830. FfL.4821 AND FT1,45941. A ANSHAFBPA NDS -M FOR WOOD CONSTRUCTION ADM -2= ALIDMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUOREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ®HURRICANE ZONE (HVHZ). MOA DRAWING GAAP TOPIC SHIST GENERAL NOTES.–....... 1 CONFIQURATIONS...........1 GLAZING OETAILB........... 2 DESIGN PRESSURES...». 3 ELEVATIONS.»„.«.........». 4 VERT. SECTIONS—_ 8 HORIE SECTIONS.._....... 8 PARTS LEST.»...»».........». 7 EXTRUSIONS ................... 8.8 •s�oArb� W14 0e F)p4f► tA IAM _ ti11111� vokNku rte''., '*C'• NQ *fill H1J= Bt®,�EOOIBAdOQffiIBAIIWOfN. Y♦IDIR9, oaMQ - ~��,p'� g1A�� utnow Q OMER& N07MAM DRAYAW MAP %maujoeyaRm,,O ,FLOR+O ��: nw �� rum,: a '�Dmr nasa�r pQa8��ASM ALUU FRENCH DOOR ASIDE LITES IMPACT �''�,`�S10N� FscamBduwcm p q<a., A LY)11 11 P.E. low JOR FA 122M LT. 4w 1 1FUA 1 d 12 MD-11 E - FL P.EA 88708 GLAZING DETAIL SWUM BLOCK 7/16" LAMI GLASS W/ PV8 INTERLAYER ?W NOM. TSTRENGTHENED GLASS OR SAFLEXAMEPSAFE MR OED GLASS 3116" TEMPERED GLASS AIR SPACE Mr ANNEALED OR HEAT H6° NOM. 3M6" ANNEALED OR HEAT STRENGTHENED GLASS ZW VANCEVA INTERLAYER •3f1(° HEAT' STRENGTHENED GLASS 93 OR 94 aw N GLAZING DETAIL sc�rlN°mac 7/16" LAMI GLASS W/ VANCEVA INTERLAYER OX}"DUPONT SMACITE ORSAFLEX7 KEEPSAFE MA)MWUM PYS WMAYER 3116' HEAT STRENGTHENED GLASS 96 OR 96 Fr -A. 3M• TEMPERED GLASS AIR SPACE 3W ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3MW HEAT STRENGTHENED GLASS 07 OR 98 ew �TERIOR � $► I � .� y �VNN MIL '�. GLAZING DETAIL �0 GLAZING DETAIL 05 71W LAMI I.G. GLASS W/ PV131NTERLAYER 7/8"LAMI I.G. GLASS W/ VANCEVA INTERLAYER - W gfAT F •' Z'� saw ra m20 No rwe GLA2M DETAILS tOfaOLOOYtWNBO+�e ��• nowAM mem aoaJA mom 16,6womm"My nasw� Fa UUU FRENCH DOOR & SIDE LI7E8, IMPACT A. %c 1O a E F.K MMW LT. �� 1 Ri7Q0 2 1ZJ'SWMI I E FL P.E.# 56708 Table 1. Ma*mfm Design Pressures (pefl Configuration X Fmnch Width On) 37" (3g AOcwed glass Types AE 78 314" (8) +70.0 -E1.0 83 914" +70.0 40.0 Height (in) 87 31C +70.0 -00.0 81344" +70.0 -00A 88 3/4" (85 +70.0 -80.0 C,G +1000 400.0 +100.0 400.0 +100.0 4000 +100.0 -100.0 +100 0 -100.0 Door XX 713/4" (6q AE +70.0 -80.0 +70.0 40.0 +70.0 -880.0 +70.0 40.0 +70.0 -00.0 C,G +100.0 -100.0 +100.0 -1000 +100.0 -1080 +1000 -100.0 +100.0 -100.0 Full Jamb3611116" AE +700 -M0 +70.0 -00.0 +70.0 -00.0 +70.0- -$DA +70.0 -80.0 C,0 +1000 -100.0 +100.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 400.0 Sidetlte: IdanoK+ 3D 11/16" C,G +100.0 400.0 +100.0 4000 +100.0 -100.0 +100.0 4000 +100.0 -100.0 3311/16° CA +100.0 -100.0 +100.0 4000 +100.0 -100.0 +100.0 -1W.0 +97A +70.0 -00.0 +700 A, 8, E, F +70.0 -80.0 +70.0 4800 +70.0L-205.3 -87.4 �.0 im b 3611/18° C,G +100,0 -100.0 +88.8 -98.9 +86, +81.4 -91.4 +67.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100. +100.0 -100.0 +100.0 -100.0 - 7/16" LAMI (3118" /18,.080 PNB, 3118.10 - 7116" LAM! (3111M.078 VANCEVA, 3/16/13) - 7/16" LAM( (3/1rM,.076 VANCEVA. 3116"/13) - 716" LANA I.G. (3116-T, 114" AIR SPACE, 3116-A,.090 PVB, 3116M) - 718" LAW I.G. (WITT, 114" AIR SPACE, 3/16-HS,.090 PVB, Vim) - 718- LAMI W. (Yin 11-C AIR SPACE, 311("A,.076 VANCEVA, NUNS) - 718" LAMI I.G. (3/1n 114" AIR SPACE, 3118"HS,.076 VANCEVA. 3/16"/13 UPGRADE FTL-4311, 431$ P7L4327, 4828, 4528, UPGRADE FR. -4627, 4636, 462% FTL-4311, 4312, UPGRADE FTLA311, 4312, MAM7, 4828, 410. UPGRADE M -4527. 40A 4829, i. IF usm THE OPTIONAL LOW-RISE Sit (PART 10, SHEET S OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM Posnm (+) DESIGN PRESSURE 13 LIMITED TO +W.0 PSF FOR ALL STYLES AND Sites OF THE DOOR AND ANY ADJOOINM SMOU ES. (REF. FTL N41) LYNN 411!!F N, 88706lonwim TA7C F y,`: we woo a wumnrme1706snaeaoam DESIONPRESSURES ':C�'�. •.��roR+o? C9 : law rs a Morcn Ps segs L FRENCH DOOR & SIDE UTE&. IMPACT a tarnn6' NAL a.E .m o po �rw r naaq�c rye RIG = LT. sw- FW6o NTS 9 d 12 1f E FLP.E.#88706 I7 I OX OR XO ar MAX WIDTH MAX DLO ALL X �a 1o:Irs° Max WIDTH OXO + 146 3W MAX. W U M MO (SHOWING EACH VERSION e 411 Mus 0& X XX O (FULL JAMB) O (NARROW JAMB) a. COIt4�FIt9URAMNS MH GM UTEB CAN BE EITHER NARROW JAMB OR FUId. JAMB VEMM. 3 1AfER SECTteN ff MM eIffS anE NDst�HAtCToNS SEE 3FB9T 8 Ma ' woe a noa nes r t Mow y EXAMPLE ELEVATIONS -- JA IM 0 �oorruu�nrm� na�ptt� ALUM: FRENCH DOOR & 31DELRE5,1MrP F 1?1um LT. �4BRd IVIS 4 s 12 > 11 • K. a te/ 1 ya�t��iirr� tYNN 4jj[`��'pii�� s * ; Na ss7os STAT OF A ti �aW�tlulk; P.e FL P.L# $8705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD =-J+ VERTICAL SECTION C NARROW AND FULL VERTICAL SECTION B OUTSWING HEAD 4 OR 7 TMLVERSIQNTOPRAR ® Q ALTERNATE VERSION TOP RAL: VERSION BOTTOM PAL ® VERTICAL SECTION D OUTSWING SILL SIMMuer R y"& m a WK cht Fwrw �uuiif % o�y LY IV E7N3F'l��. * ' Na 88708 at s Gls=k"' t tr I o+ o o - Noa rrw ► �u : .. --• ---- — — -- —. __ .. w,r A. L$1�1hG11Uk)% P.E. FJL f9/00 LT I/M>8 ymm r 8 • f2 eft E FL.P.E.#88708 DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL ri Sz) 8)SEE N= DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) OTE ASS04SLY KM OWARE QTY (3� 11° FROM TOP & BOTTOM Atm WE AT M=PM ewerara"m m. .a~ u. SUA& 29 83 70 29 83 70 �• �vN, anc��'%. 1 DETAIL W DETAIL K DETAIL E DETAIL I c JAMB. FULL JAMB JAMB. NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) to src m> a►,tt HOR/ZAL SECTION DETAILSCP _ ` oraumat+�ta+�r mar �¢ o ,ao nass�r N°�0RIM na teas ALUM. FRENCH DOOR 8 SIDE LMS, IMPACT L ',`SSIONA4 •``• a LYNK iLL , P.E - FX fzrnw LT. iastaiu Fnseo 1/2 6 a 12 60Da11 E FLPAISOM .D82 1. .L�3.838---� #8006 6063-T6 (J FRAME, HEAD, JAMB AND SIDELITE SILL UE O#8003A 8083-T8 OUT -SWING SILL 060 4.Ozr T— .r—V' A60 #8004C 6063-T5 A �J OS SILL C0VFR 1 tom --^3018 low I a.�re ,sav T I-- --ass-----I O t##SON STAli&)63-TS )63-TTE ®10 OU #8050 6T6 #8012 GOW SILL 20 STILE �T6 '076 9.938 .100 1.938 1A87 r8260 —moi I ' -----4.434-------'�i O#8013 8083-T6 BOTTOM RAIL 21 #8014 6083 T5 TOP RAIL #8008 6083-T5 DRIP CAP 1.1l� 040 6 #8007 6063-T6 SCREW COVER T [-1.940-1 1 o110 X017 6063-T5 23 TOP SWEEP &2240 .797 #8016 8063-T5 24 BOTTOM SWEEP :o7ts 0>'6 I _„� 1.9m.100 1 � � 1.170 8.= —rj }..--^---4A34-----"i �-2.544:!P #8013A -T6 4A 6063-T6 #8015 6063 -TO Q BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAI�i,aLAG BOLT DESIGN 26 ASTRAGAL twos B saes �` os�w pt3aQrs EXTRU3tO/Y PROFILES o na t+ata ttssaresr vosarptmsy ALUM. FRENCH DOOR AWEL/7Ir'S lMPA 1�229+tlQ LT. R9ptd FA7W 8 - 12 rx-11 ods1j vlo M tt■sew9a� Z*' No, 99705 8100 A. L;U ma.r tra, P.E. FL PZJ 69709 A75 27 #80218 6083-T6 GEAR HINGE, JAMB im T-742.en---- 4 81 #W28 6083-T5 SL HEAD TRIM -•-� aaa j .353 .072 28 #8020A 8063-Y8 GEAR HINGE, COVER .a2s� •aso #8058 6063-T4 Q SUBSILL•, OPTIONAL .142 �18a2— .076 j 100 1 4 �1.783�2.498--►i� .�.L 29 #8018 6063-T6 30 #8019A 6063-T6 37 #8039 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP On r'm��T 70 #8010 6063-T6 NARROW SL JAMB 1.188 �+— .04H� 045 .81. `✓ S S026A 6063-T5 #8023A TS BACKBEADSL BACKBEAO 7/16"BEAD .040 .437 887 1. ®#8024A 6063-T5 I.G. BEAD .125 3,t1 1.835 O#8033B 6105-T5 FD ASSY BEAM 1 l .050 82 #8029 6063 -TS SL JAMB TRIM 112 1 0 -12 I $XMI \YNN k14 ""I sloe WIN A. L' 4 f41{IP.E. FL P.E.# WM 81• JAMS I A CN HOM "'W HT. OTY. MAX 96314'-(6) D.C. 913!4° -(e) 873/4°-(8) 83314•-(8) 79314"-(8) DETAIL A (CONCR ® (SINGLE PANEL) ANCHOR TYPES: 1OR2 v ' ' 11e 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBE. DETALS C AND D Ir ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DDORS, SINGLE X DOOM, NARROW JAMS OR FULL JAMB SIDE LTTE PANELS, FOR MULTIPLE -PANEL 10.671" 3" MAV.HEAD MAX. 91° 3" MIN 0O �® IM—mmJAM ANCHOR CLUSTER (TYPICAL) HT. QTY. ANCHOR CLUSTER (TYPICAL) 95 3f4•. (6) M aw:o) WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318° MHN. EMBEDMENT. 67 3f4•- (8) 63 314°. (7) 79 3f4°-(7) ANCHORS ® DETAIL S (WOOD) (SINGLEANCHORPANETYPE� 20113 ® DETAIL C (CONCRETE) SEE NOTE s (2 OR MORE PANELS)REGARDING APPLICABLITY ANCHORTYPES- PES: ANCHOR LOCATION ® DETAIL D (WOOD) (2 OR MORE PANELS ANCHOR TYPES: 20113 11° 10.571" MAX. O`C. ANCHORAGE SPACING REQUIREMENTS: awaLtrawmw 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBE. DETALS C AND D Ir ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DDORS, SINGLE X DOOM, NARROW JAMS OR FULL JAMB SIDE LTTE PANELS, FOR MULTIPLE -PANEL r 3" MAV.HEAD & 3 91° 3" MIN ~ HEAD & SILL ®TYP. ANCHOR CLUSTER (TYPICAL) ®TYP. ANCHOR CLUSTER (TYPICAL) WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318° MHN. EMBEDMENT. 3. SINGLE PANEL C ONAICBU RATXONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) ® HEAD AND SILL.. -.r MAX. FROM FRAME CORNERS. ANCHORS MAX. FROM FRAME CORNERS. 18.800° MAX C.C. CONCRETE SUBSTRATE (DETAIL A) AMID 10.871° MAX. O.C. WOOD SUBSTRATE (DETAILS}. 98 MAXJAMB •CX � 'IY. ® 963/4• HEAD AND SU --.r MAX. FROM FRAME CORNERS, AND AT W AND 8" MAX ON EACH SIDE OF ASSEMBLY SEAM ANDIORA8TRAGAL LOCATIONS (CLUSTER OF 4). 913/4°-(8) (2) Ed (3)ECL 91314°-(8) 8 TWO OR MORE PANEL CONFIGI TIONS: (DETAIL D. WOOD SUBSTRATE)4'( 87 314' - (8) SP.TY?. SP. Tw. 87 GAP -(8) MAX. FROM AND ATS!, , 8e. 9° AND 12' MAX ON EACH SIDE OF ASSEMBLY SEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4 83 314° -(s) PLUS ENCS ANCHORS OUTSIDE C.USTM REQUIRED ONLY ON PANEL WIDTHS OVER 27 314°. 833' -M JAMBS..,«.. --...-...,1" MAX. FROM FRAME CORNERS AND 10.871• MAX O.C. 793!4°-(5) T 11• 79314'-(1') ® DETAIL C (CONCRETE) SEE NOTE s (2 OR MORE PANELS)REGARDING APPLICABLITY ANCHORTYPES- PES: ANCHOR LOCATION ® DETAIL D (WOOD) (2 OR MORE PANELS ANCHOR TYPES: 20113 11° 10.571" MAX. O`C. ANCHORAGE SPACING REQUIREMENTS: awaLtrawmw 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBE. DETALS C AND D j�"� 4: ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DDORS, SINGLE X DOOM, NARROW JAMS OR FULL JAMB SIDE LTTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPE3:1-1f4° ELOO ULTRACON 2 -114° ELCO 884 CRETE -FLEX 3.812 STEEL SCREW (GB) MIT!, qm&—dwuwrj ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 318" MIN. EMBEDMENT OR TYPE 2 AT 1314* EMBEDMENT. 1314" MIN. EDGE DISTANCE FOR SQTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318° MHN. EMBEDMENT. 3. SINGLE PANEL C ONAICBU RATXONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) ® HEAD AND SILL.. -.r MAX. FROM FRAME CORNERS. MAX. FROM FRAME CORNERS. 18.800° MAX C.C. CONCRETE SUBSTRATE (DETAIL A) AMID 10.871° MAX. O.C. WOOD SUBSTRATE (DETAILS}. 4. TVM OR MORE PANEL CIVFIGURATIONS : (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SU --.r MAX. FROM FRAME CORNERS, AND AT W AND 8" MAX ON EACH SIDE OF ASSEMBLY SEAM ANDIORA8TRAGAL LOCATIONS (CLUSTER OF 4). JAMBS -1 1" MAX FROM FRAME CORNERS AND 18.800" MAX. O.C. 8 TWO OR MORE PANEL CONFIGI TIONS: (DETAIL D. WOOD SUBSTRATE)4'( ® HEAD ASND SI.L_....6" FRAME CORNERS, LYINN 04 �p MAX. FROM AND ATS!, , 8e. 9° AND 12' MAX ON EACH SIDE OF ASSEMBLY SEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4 PLUS ENCS ANCHORS OUTSIDE C.USTM REQUIRED ONLY ON PANEL WIDTHS OVER 27 314°. Y' JAMBS..,«.. --...-...,1" MAX. FROM FRAME CORNERS AND 10.871• MAX O.C. _� * :' No. 69705 :� STATE OF ' ��• �, AtOROP•INOW FX 1600 B REY188 P�iFBfr/M®RbOt&8 0. Woco�as ANCHORAGE ALLMA FRENCH DOOR $ SIDE LUTES LUPACT us o Fr sms IF[I 01 sir mmw ofd o z+aoar•� u q , /CNA1.JA A LYNN P.E. me FK 11113W L.T. 41410 �D 1/4 10 -,12 BOOP -11 E FL P.E #58709 F171, CONCRETE ANCHOR Ile MAX. �q• MAX ATE 1) GROUT, SEE my SEfi 1u NOTE 8 NOTES I. qj-'T Y' •N: :...ice .M,:4. '�. TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) CONCRETE ANCHOR SEE NOTE 1 aEXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) 1/4° MAX. GROUT BEE NOTE 5 OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 114 MAX. GROUT NOTE ��__ 1111.... 1•�•• .:� ,a ` �� 8 # ;• 1<81 AAtN ; �; '�; SEH C; NOTE 1 1318' i MIN. 2x WCOD t f. ,i,�•..Fr .q?. A_ OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) 1/4° MAX. GROUT BEE NOTE 5 OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) CONCRETE ANCHOR. SIE NOTE 1 ®CONCRETEANCHOR WE I TE 1 AWOODANCHOR SEE NOTE 2J ® TYPICAL DOOR S SIDE LITE HEAD I CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MWMWADE COUNTY APPROVED ELCO IW ULTRACON8 OR 1W S S4 CRETE -FLEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314•, MIN. EMSIMMENT: IN ULTRACON-134r,1W 884 CRETE -REX -13W. 2. FOR WOOD APPLICATIONS USE #12 STEELSCREW8 (CM OR ELCO IW 8%CRETE•FLEX -13W MIN. EMSEDMENT FOR EITHER. 3. WOOD BUCKS OEPK3TED AS Ix ARE LESS THAN 1 12• THICK Ix WOOD SUCKS ARE OPTIONAL. F UNIT 16 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDA8 2x ARE 1 112' TH= OR GREATER. INSTALLATION TO 71-M SUBSTRATE OF WOOD KICKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION w% 4. FOR ATTACHMENT TO ALUM: THE MAIL SHAD. BE A MLN. STRENGTH OF 1083.78 AND A MIN. OF 1/W T MKW- THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT MOWN IN THE DETAILS ON TH18 SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL SE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM, IFTHESE CSA ARE MET. THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY LE USED. 8. IF SILL IS TIGHT TO SUBSTRATE, GROUT 08 OTHER MATERIAL 19 NOT REQUIRED. IF USED. NON43HFWK NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) .MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 18 NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. �111Ii1/ LYNN ENAP 58705 it '•� 1 ° Itr 11 '� ! O„' _ STATE OF �((i'•.` Po Lasa ..... .IA ovmmo o aasm� sr ' r., AL SAILIt,P.E FX fT/70 LT. ?/4 1? s 12 -17 E R P.E.ffi 68705 A_ Jt:rif� til _iti�Yl; 11��7i CONCRETE ANCHOR. SIE NOTE 1 ®CONCRETEANCHOR WE I TE 1 AWOODANCHOR SEE NOTE 2J ® TYPICAL DOOR S SIDE LITE HEAD I CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MWMWADE COUNTY APPROVED ELCO IW ULTRACON8 OR 1W S S4 CRETE -FLEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314•, MIN. EMSIMMENT: IN ULTRACON-134r,1W 884 CRETE -REX -13W. 2. FOR WOOD APPLICATIONS USE #12 STEELSCREW8 (CM OR ELCO IW 8%CRETE•FLEX -13W MIN. EMSEDMENT FOR EITHER. 3. WOOD BUCKS OEPK3TED AS Ix ARE LESS THAN 1 12• THICK Ix WOOD SUCKS ARE OPTIONAL. F UNIT 16 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDA8 2x ARE 1 112' TH= OR GREATER. INSTALLATION TO 71-M SUBSTRATE OF WOOD KICKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION w% 4. FOR ATTACHMENT TO ALUM: THE MAIL SHAD. BE A MLN. STRENGTH OF 1083.78 AND A MIN. OF 1/W T MKW- THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT MOWN IN THE DETAILS ON TH18 SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL SE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM, IFTHESE CSA ARE MET. THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY LE USED. 8. IF SILL IS TIGHT TO SUBSTRATE, GROUT 08 OTHER MATERIAL 19 NOT REQUIRED. IF USED. NON43HFWK NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) .MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 18 NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. �111Ii1/ LYNN ENAP 58705 it '•� 1 ° Itr 11 '� ! O„' _ STATE OF �((i'•.` Po Lasa ..... .IA ovmmo o aasm� sr ' r., AL SAILIt,P.E FX fT/70 LT. ?/4 1? s 12 -17 E R P.E.ffi 68705 aEXTERIOR INTERIOR (ALL sill sECTtONS) CONCRETE AANCHOR 114°MAX SEE NOTE 1, SHEEP 91 GROUT, SEE NOTE SKEET 11 EMBED. an NOTE 1, ✓ x't''S� '1'VVI"VRGIPi : SHEET 11 . t .,.:•, TYPICAL DOOR SIL#. (DIRECT TO CONCRETE) OPTIONAL SEE NOTE 1. NOTE 1, 11 INTERIOR 114° MAX. ® �* ' (ALL JAMS SECTIO" EXTERIOR GROUT* SEE NOTE ! 1/4° MAX Steri ». t� r U4° MAX. o f 3.4 KSI MId. = i t •k; CONCRETE t SEGROUTE NR NOTE 81 114° MAX. SHIM OPTIONAL SEE NOTE 1. SHEET 11 WOW 114° MAX. ® ANC 8EL NOTE X 1 ® solam 1, SHEET 11 GROUT* SEE NOTE ! 1/4° MAX Steri ». t� r U4° MAX. o f 6'sKEET 11 Asa t SEGROUTE NR NOTE 81 $ sm 11 Us . 1 L` "'.�' r• c�.4 Ksi'MUN't : 13/rp i13f8 8a NOTE 1. .; : ' a, �� i•� X11 ® SENo'M3,_ MIN. SEE 3;-- OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUSSILL TO WOOD) vw"cr ®161ABED. ..lra.r►r►+emrw NOTE 1, CONoolmm CONCRETE p, 1 so NOTE 1 ®3V A NO .•.. 1rj SHRET 11 MN. SHEET 11 CONCRFFE Axmp 80 NOTE 1. SHEET 11 3.4 K81 MId.v. �,i CONCRETE a OR 1.8 KSt•� ; MIN. CMU "'• u to, q' SEE NOTE 3, SEE NOTE 3, " ✓ SHEET 11 •� `' � �� • tt 1l4° MAX 114° MAX SHIM —4 �+— u�au! TYPICAL. DOOR & SIDE LITE JAMB * No.687a6 8sTtpo1E{oOpF m1,x ApCRAQ' •' ��•'�:�:/:� w Room low s ALUM. FRENCH DOOR & SIDE UTES WPAC7' a`isvnW L o to `• oreavro a xoaavanwsxa3► pa aye' IWW FJC 120WL T. 4eW R sit Pa761D 114 1 12 d 12 1 woo -11 E FL P.E.# WM MIAMI-RADE COUNTY, FLORIDA is"a PRODUCT CONTROL SECTION DEPARTMENT OF PERKnMKG, ENVIRONMENT, AND REGULATORY I INS S.W. 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMIIVISTRATION DIVISION T (786) 313--2510, F (786) 315-2399 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, n 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 PERA- Product ERAProduct Control Section to be used in Miami. -Dade County and other areas where allowed by the Authority Having Jurisdiction (AM. 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 area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mo ft, 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 MiarniDade Coup 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 Verity Hurricane Zone. DESCRIPTION: Series ASH 700" Aluminum Style Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impacta', sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, pry by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Misfile Imp ed Resistant. LIMITATIONS; Miami --Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See shut 1 of 11). 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 west of the Building Official. This NOA revises NOA No. 11-W5.10 and consists of this page 1, evidence pages E-1, U-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Johne D. Caeeen, P. E. NOA Na 11 -1013.14 Eapiradw Date., Marek 2b, 2016 ` t"100111 Approval Date: November 03, 2011 Page 1 d, h1 1 \ / I ►tl ��,4t i A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (SubmNed under previous NOA No.07-0322.06) 2. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F77,4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Subnd ted under previous NOA No. 07-0322.06) 3. Test reports on:l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with market -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largampada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:l) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo P. E. (Subwkkd under previous NOA No. 05-101k01) It Yalmo D. P. E. Product Control Section Supervisor NOA No. 11-101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS wowmui<ru> 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) Small 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by .Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FT"646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-10M 01) C. CALCULATIONS ; 1. Anchor verification calculations and siruciural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and -sealed by Robert L. Clark, P. E. Complies with ASTM B1300--04 (Submitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE 1. , Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Bataei" PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 110325.05 issued to Solutia Inc. for their "Safleac and Vaneeva clear and calor interlayer*" dated 05/05/2011, expiring on 05/21/2016. Jeune D. Gaseo , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 FGT Industries NOTICE OF ACCEPTANCE: KVI,,, MCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL4958, rm-5063, Y L4645, FTL4649, F' rL 4723, FTL4947, FTI. -4650, FTL--4918 and FTL•-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/ 10105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - LAU.", approved on 04/21/2011 and expiring on 03/23/2016. 94�;JalmcD.G n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 E-3 Approval Date: November 03, 2011 i A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE NAILS ON SHEET 2) A. BMW LAN CONSISTING OF (2) LTTES OF Iff ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR GAFLEXXEEPSAFE MAXIMUM PVB INTERLAYER B. 8118" LAMI CONSISTING OF (1) LTTE OF Iff ANNEALED GLASS AND (1) LITE OF 1X8' HEAT STRENGTHENED GLASS WITH A = DUPONT BUTACITE OR 94FLMOMO SAFE MAXIMUM P113 INTERLAYER C. BMS• LAN CONSISTING OF (2) LTTE$ OF U8° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLIWNWPSAFE MAXIMUM PLS INTERLAYER D. ?AV LAMA CONSISTING OF (2) LITER OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MA)OMUM PVB INTERLAYER E. 71W LAM CONSISTING OF (1) LTTE OF SMW ANNEALED GLASS AND (1) LITE OF 3MW HEAT STRENGTHENED GLASS WITH AN = DUPONT BUTACITE OR SMUNKEPSAFE MAXIMUM PVI. P. TAW LAN CONSISTING OF (2) UTEB OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR S AFUMMEPSAFE MAXIMUM PV8INTERLAYER 0.13MW LAMA IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 8118° LAN CONSISTING OF (2) LIRES OF Or ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEUXEEPSAFE MAXIMUM PVB INTERLAYER. ® H.13M8' LAMI 10: (1) LITE OF 19° 31CM GLASS, AN AIR SPACE AND 818° LAN CONSISTING OF (1) LTTE OF iw ANNEALED GLASS AND (1) LTTE OF 1A° HEAT BTRENGTHENEMASS WITH A.000 DUPONT BUTACITE OR SAFLEXI(EEPSAFE MAXIMUM PVB WTERLAYER. 1.13118° LAMI I0: (1) LITE OF 418" TVMP9= GLASS, AN AIR SPACE AND BMS° LAMI CONSISTING OF (2) UTE8 OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEBPSAFE MA)IMUM PV8INTERLAYER. J.13/18" LAN 10: (1) LTTE OF 1X8° T—M D GLASS. AN AIR SPACE AND 71181 LAN CONSISTING OF (2) LITE8 OF 3MW ANNEALED GLASS WITH A = DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB INTERLAYER. K.13118° LAN 10. (1) LITE OF Wr CL ABS, AN AIR SPACE AND 71V LAMI CONSISTING OF (1) LITE OF 3MW ANNEALED GLASS AND (1) LTTE OF SMS' HEAT STRENGTHENED SLAW WITH AN .090 DUPONT BUTACITE OR MAXIMUM PNB. L.13MW LAN IG: (1) LITE OF 11W GLASS, AN AIR SPACE AND 7118" LAN CONSISTING OF (2) Lrm OF 3118' HEAT STRENGTHENED GLASS WITH AI.090 DUPONT BUTACITE OR ICEEPBAPE MAXIMUM PVB INTERLAYER. ®M' 13118" LAM] K,k (1) LITE OF 1A° ANNEALED GLASS, AN AIR SPACE AND BMS` LANG CONSISTING OF M UTE$ OF 1A' ANNEALED GLASS WITH AN AGO DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: W (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SIL OPTION) �3. DESIGN PRESSURES: (80 TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13011.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAG _QT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET$ 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4848, M4848, FTL4947, M 40A FTL4949, M4680. M401. M.4723, M 4W FTL4M AND FTLe083. ANSVA7&PA NDS -200i FOR WOOD CONSTRUCTION ADM -2= ALUMINUM DESIGN MANUAL S. SERIES/MODEL DESIGNATION SHM, ALSO REFERRED TO AS SH7M. 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH, VELOCITY HURRICANE ZONE (HVH4 OM 4 swop I NMI 1 a If 1 4040M .A • ' i-' Lail GENERAL NOTES.... .«».1 GLAZING DETAILS « ......... 2 DESIGN PRESSURES --3 ELEVATIONS._....._.......... 4 VERT. SECTIONS.»».„.«.. 8 HORIZ. SECTIONS-- 8 PARTS UST .«».»..»» « « 8 EXTRUSIONS---- 7 CORNER DETAIL».......».« 7 ANOHORAGE««.«.«»..».... 811 or im NOM. GLASS SITE m or 1N ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER IN ANNEALED OR HEAT STRM40THEM GLASS 81'16° NOM. 5/16" LAMINATED QLASS NM. SITE �_ C NOTHENED GLASS INTERLAYER NGTHENED GLASS GLASS 13/16° LAMI IO QLASS W/ 6/16" LAMI %gl1� t,FL8�14 1 I NOW GLASS SITE 1 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE EXTERIOR INTERIORL� (ALL SECTIONS) 3116° ANNEALED OR HEAT QED GLASS. 080 BOLUTIA OR DUPONT PVB INTERLAYER 6116° ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7116° LAMINATED GLASS 1R° NOM. GLASS BITE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLD IA OR DUPONT PVB INTERLAYER 311W ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED AIR SPACE 1/8"ET MPE GLASS& 13MV NOM. 13/16" LAW IQ GLASS W/ 7/18" LAMI XE HUNG WINDOWIMPAC Fu>1 2 s 91 r .. �j i A. LllNVlltt P E FL P.E.# SUM NOE OR INTEO M ON FLANGED WINI I GLASS TYPE �z� STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH $LL OPTION ® BASED ON FLANGED WINDOW TIP -T IF OIMEN IF HEIGHT WIOTH GLASS TYPE 38 318" 44° SCOW 63" 72' 74' TABLE 2. 78° 48"UA,,WBM+lM0 +60.0 -80.0 40.0 4310 +S:0 4M.0 +70.01 -lap +70.0 70.0 +70.0 7a0 . ao°+0,0 49.0 +80.0 40.0 +80.0 -80.0 +78.8 78.8 +7ao •70.0 +70.0 7Q0 +70.0 -70.0+80.0 -80.0 +BOA 410.0 +MO 49LO +78.8 78.8 +7a0 -70.0 +88.8 438.8 +87.8 47.0a3 918" +no -mo +no 40.0 +Ko 411.0 +78.0 76.0 0 41LO +88.7 •88.7 +6.a 4 0.aTO a3 +80.0 49.0 +MO 40.0 +80.0 -M0 +80.0 .00 + .0 - .0 + 0 70. +lap •7a0 aeEEnNG RAIL N1EEfiNG RAG. G, 13010' LM 10.1f8" T. AOI SPACE, 6118° LAMI - U8"A,.M0.1l8" RTL 4723 H.13MI" LM 13.118" T, AOR SPACE, 6Mr LAM - 1/8°A,.090, RTL -4848 L 13116" "1 10 • U8" T, AM SPACE, VW LM • WMB,.ft0 U8"NM RUN AM 18/18" LM IG • 118" T ABR SPAM SMI" LM • 101%.080.3/18° M-4849,40110 K.13118" LAMI b • IW T AIR SPACS, 7110° LAW • (NWA..M 311 M-4048.48111 4868 L.13MI" LAMI 10 - U8" T AIR SPACE, 7116" LAM) • WHS,.08Q 3M8"IW M -4M , 4860 9VW LAIM 0 - IMA, AIR SPACE 6M8" LAW- MMAK 118"A M43883 1. WINDOWS WITH THE LOW BILL OPTION ARE LIMBED TO A POSITIVE DESIGN PRESSURE OF +84.0 PBF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN MMM DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WMMM ARE 12 BB" MINIMUM TOW MMMK p,Q 1&G OW� 4c ; Na g8T09 A. P.E. FL P.EA 111708 E VIEW & RADIUS TOP FLANGE ON FLANGED WM91>OIN 1 Aas TYPE 191/8° OR -TO OIIT MI 91!98" ORAL FIN WINDOWS Wi HIGH BILL OPTION,& D �N H KXIMT PIAIL HT. Wl BASH • 76° ANO 76" 26 $Mr 38 3N" 38 WW 4413Mir 60 W r TABLE 8- NI 10198" MEETING PAL �A wHT. Mom SASH R R L +60 0 411 0 +8D.0 4�.0 + 0 411.0 +x0.0 4m.0 +70.0 70 0 +70.0 70 0 +7a0 70 0 t7a0 70 0 x° TYPES: TM REPORTS TABLE -4I. AIAI- (IJB°A,.080,1/8°A) M-407.46411. 4M 4W - -_J G, 13010' LM 10.1f8" T. AOI SPACE, 6118° LAMI - U8"A,.M0.1l8" RTL 4723 H.13MI" LM 13.118" T, AOR SPACE, 6Mr LAM - 1/8°A,.090, RTL -4848 L 13116" "1 10 • U8" T, AM SPACE, VW LM • WMB,.ft0 U8"NM RUN AM 18/18" LM IG • 118" T ABR SPAM SMI" LM • 101%.080.3/18° M-4849,40110 K.13118" LAMI b • IW T AIR SPACS, 7110° LAW • (NWA..M 311 M-4048.48111 4868 L.13MI" LAMI 10 - U8" T AIR SPACE, 7116" LAM) • WHS,.08Q 3M8"IW M -4M , 4860 9VW LAIM 0 - IMA, AIR SPACE 6M8" LAW- MMAK 118"A M43883 1. WINDOWS WITH THE LOW BILL OPTION ARE LIMBED TO A POSITIVE DESIGN PRESSURE OF +84.0 PBF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN MMM DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WMMM ARE 12 BB" MINIMUM TOW MMMK p,Q 1&G OW� 4c ; Na g8T09 A. P.E. FL P.EA 111708 83 9!8' MAX. FLANGED WIDTH 82118° MAX. I.F. WIDTH 8� MAX F"D DLO(ALL) D --j 38 7118 SE DL TABLED X j MAX. (wx) sAstl L 48 IM MAX. VENT DLO (ALL) DETAIL A 1/1 e 7w MAX SBE DLO I Hrd TA U ® SEE 0 7T LAX TA FLANGED HIRGHT DLO TABLE X j I g g{ SEE DLO HEICmfT 8 DETAIL D VIEW (CUSTOM SASH) DETAIL B VIEW (STANDARD SASH) DETAIL C IIHT 78° MAX. I.R. HEI 78° FUWO® HEI 4 NOTES: �.`��V %rt 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR OORNER DETAIL VIEWS. ` R� 3. SEB SHEETS 8 P94M #f 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. owopom 0 A awiff D moC son7io8iLr23T ��.p .• �p Oi� told reaq rorovH EL EI/A77ONS .O�' .. F7 OiNVA 'fit%: JR ~I I D CilANQlSi1fw&Vw PWItMW.am Jim uro �i�F Ftc 1lNs/Os a At>OgM/Js ALFDY t1HQNO7E&ADDl�1E�b roegocte�a ALUM. SAME HUNGWWNDOW IMPACT ',,ftONXXt F 7 Noxone� Ft egsa . i> rJb�Better s►l7mD NTS 4 a 11 404x20 p A LY�IP.FJ W ,�F E. 17JI° MAX. SEE TABLE 0I.F. 0 D•rJ HBI SEB- IL TA� - 178" MAX 38 7118 SE DL TABLED X j MAX. (wx) sAstl L 48 IM MAX. VENT DLO (ALL) DETAIL A 1/1 e 7w MAX SBE DLO I Hrd TA U ® SEE 0 7T LAX TA FLANGED HIRGHT DLO TABLE X j I g g{ SEE DLO HEICmfT 8 DETAIL D VIEW (CUSTOM SASH) DETAIL B VIEW (STANDARD SASH) DETAIL C IIHT 78° MAX. I.R. HEI 78° FUWO® HEI 4 NOTES: �.`��V %rt 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR OORNER DETAIL VIEWS. ` R� 3. SEB SHEETS 8 P94M #f 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. owopom 0 A awiff D moC son7io8iLr23T ��.p .• �p Oi� told reaq rorovH EL EI/A77ONS .O�' .. F7 OiNVA 'fit%: JR ~I I D CilANQlSi1fw&Vw PWItMW.am Jim uro �i�F Ftc 1lNs/Os a At>OgM/Js ALFDY t1HQNO7E&ADDl�1E�b roegocte�a ALUM. SAME HUNGWWNDOW IMPACT ',,ftONXXt F 7 Noxone� Ft egsa . i> rJb�Better s►l7mD NTS 4 a 11 404x20 p A LY�IP.FJ W ,�F E. MAx FIXED LITE DAYLIGHT OPENING t],Y � .11 -2'W-1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1)6 FROM EACH SIDE OF SASH 28 27. NOTE. BALANCE PARTS USED INSIDE VENT MAX VENT DAYLIGHTQPEN�X3 ®BASED ON SASH WEIGHT 9,10,11,15,18 7,8OR17 fz� (LOW SILL) SEE NOTE ABOVE nULTRALIFT 12 ONLY (HIGH BILL) 64 nULTRALIFT 12 ONLY ALTERNATE HIGH SILL SECTION C -C RADIUS TOP MEAD DETAIL -FLANGED VERSIONS - FJG 100 8 LA MrOW 6 CO MOLMEM. —_ _ -- - - - - - PA. FL�< a a. � A.L .E. FJG way J t 1 7 Blerm Hel/ 5 e 11 404020 0 FLP.E 6870811 f �--2.784—►{ I 1.388 n FLANGE FRAME HEAD 940MA.8O-Ta M 2. . L F—:7 O FLANGE FRAME SILL (LOW) taa9 940=. 8083.78 090 2:110 j� ,, n 1 "-'1�4j� �^+-,.813-►�73B Aq0 f .082 42 G!;G S, 16/16" (US�ED4W/ GRU KM SASH oFLANGE FRAME JAMB O , �.� 44004.80833T8 VEF 17 #=310083-75 (USED AS RADIUS TOP HEAD) 2.328—.l 1.979 JI82 O21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A, OMHD-T8� , fUii&TB 28 SASH BOTTOM RAVL #4W7.8083•T8 1098-{•+ - T E {•+ - TO GLAZING BEAD 7/18"� , 9 -TO Imo -2.784 —•I S88 FLANGE FRAME SILL (HIGH) O SASH BOTTOM RAIL (HW #40WA, 80@3.78 #MIA, 063-TO PlIOIOD� V= SEALANT ALONG ENTIRE JOINT I I I8 or fi0 SEALANT OR GASKET AT HEAD AND SILL I VIEW" VIEW E -E (,/7 & VIEW HEAD & SILL, RADIUS TOP 80l) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION I 1.�8-{-•---moi .00 .__!. 41 GLAZING 5/18" #4032S. 6083 -TO 31 SASH SIDE RAIL k40�. X8,9 -T8 090 RIS 42 G!;G S, 16/16" (US�ED4W/ GRU KM I .080 .0781.115 1 - 0 i O GLAZING BEAD. 7/18" SOWS D W (USEGRHL KM oeo O GLAZING BEAD, 1311 0487 1 0, 8083.78 sww I Haff 1 7 a 11 1 4040.0 BOSS (2) do s'O slag of A. LYi(f�/NIq.L�A P.E. FL P.E.# 88708 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE WINDOW HEIGHT SUBSTRATE: 28.603 1 34.6003 40.803 46.803 82.803 98.809 1 84.803 78.0W ANCHOR TYPE: WINDOW GLASS 2 p'"� t3P`NP N" -IF NP10 NPN� WIDTH TYPE t C,D,E,F,Q H,6J,K,L 1 1� 1 4 1 1211 9 9 9 2111222122Z222222222222222222222222232233 1 1 1 1 1 1 1 1 1 1 1 1 9 9 1 1 1 1 1 y 19.126 A,B,M 1 1 1 1 1 1211191211122212222222222222222222222aZ222232299 1 1 1 9 1 1 1 1 1 1 1 1 1 9 1 1 9 1 1 C,D,E,F,Q H,I,J,K,L 1 1 1 1 1 12111212121 1 1 1 1 1 1 1 1 1 1 1 1 2221222222.222222222232222232223332233 _9 1 1 1 1 1 1 24.000 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 _1 1 1 1 1 9 1 -11 AAM _1 C,D,E,F,Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .2 1 1 2 1 1 2 1 1 H,I,•I,K,L 121222231222239 2a323a223Z32223332233343a33343344 32.=AB,M 1 1 1 1 9 121222239222231223232223232223332233343233349344 1 1 1 1 9 1 9 1 1 1 1 1 1 1 1 1 1 1 1 C,QE,F,Q 9 1 1 1 1 1 2 1 1 2 1 2 2 1 2 Z 1 1 2 2 1 2 2 1 2 MI,J,K.L221222231223232223232223232323342333343334389344 � 37-000 ABM 1 1 1 1 1!2 2212a22312232322Z3292223232923342393343994383344 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 PSIF 79 40.000 C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 H,I,J,K,L 22?3222323232324 33. 33423343$3334483344 ABM 2122=2222 a 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 223322232323232423333423343S3334633344 PS .79 C,D,E,F,G, 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,AKI.a222222322232322392423333423333423343$333445344$ ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222222292223292233242333942333342334383334483448 2 2 a 2 2 PSF 79 79 48.000 C,D,E,F,Q HU,,I222222232223342333342334942334363334383346483488 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 3 2 2 3 2 2 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 34 2334 2222222322233423333423343833349833484834:6 2 2 2 2 312 2 3 2 2 PSF 72 79 79 C,D,E,F,Q 2 2 2 2 2 1 2 1 2 1 2 2 1 2 1 2 3 2 2 -3 2 2 3 2 3 31_2 3 63.126 H,I,J,K,L _2 2 r2l 22 2225222334233434Z33434333436334448344$4$34$8 AB,M 2 2 g 2 2 2 2 2 2 2 22222223222334233434293434333.438334448334$48944$ 2 2 3 2 a 3 2 2 3 2 2 3 2 3Ll P�t� RSt270 awo IMI 8 w11 1. ANCHOR TYPES: 1-1/4 ELCO TAPCON8 2.114° ELCO S84 CRETE+LEX ® 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 IW MAX. FROM TOP CORNERS JAMBS -171f2° MAX. FROM TOP CORNERS 16° MNL FROM BOTTOM CORNERS V MAX. BELOW MIG. RAIL ®bpd. -ANCHORS NOT REQUIRED S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF OTE 2. 4. ABLE WIDTH MID HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE VLESS. 8¢PRESSURE E OCd(S OF T MINABLE WITH A SOLD ITALIDOED VALUE AWA THEM. INDICATE A OF ANCHORS SHOWN IN MAXIMUM DESIGN PRESSURE FOR RESPECTIVESM I AND GLASS TYPE 18 AVAILABLE. TABLE ITY: LOAX. PSF (DP LAVATED0 118 HEAD 2 JAMB ABOVE 2 3 MT(3. RAIL. JAMB BELOW ATG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTQ RAA. y JAMB BELOW MTG. RAIL ANDOWS NPV IMPACT 40020 D FL P.E.@ SSM QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS -• •- A,B,M .1, .1, IF 1 1 A,B,M2 pap WB4?OW HEIGliT 1 1 1 i -2 3 2 2 T 2 E 37.188 44.856 50.655 67.16 QQ29.855 Q Q N211:1I'll Q Q62.165 V� 88 19.126 -• •- A,B,M .1, .1, IF 1 1 A,B,M2 pap 79 1 1 1 i -2 3 2 2 T 2 D,E,F,G, 1 1 24.000 H•WKL _11—i 1 1 A.B,M 9 1 9111 83.128 H,I,aKt I pep 88 AMEX,% 1 1 1 1 �4J2 82,00c KL-LKI 1 1 171 A,B,M 1 1 1191 PSF d8 C,QE,F,G, 4 1 37.000 H.I,4KL 1 9 1 1 A,B,M 1 1 1111 PSF 54 78 C,RE.F,G, 2 2 40.000 H,I,aKL 1 9 171 A.B.M 2 2 1911 PIGIF 48 78 2 2 44.0W rWhjAi:K,L 1 9 1 1.M _2_ .2, 48.000 H,4AKL 1 A,B,M2 r� N N 8 `' 8 1 1 1 i -2 3 2 2 T 2 1' 1 1 1 PSF 41 3121 C,D,E,F.G, 2 83.128 H,I,aKt I 1 1 A B,M .2, 2 Kamm"wl 111F]"EI F4lmpzmpa TABLE& ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114° ELCO TAPOONS 2-114° ELCO884 CRETE -FLEX 3-#128CREW8 2. ANCFOLLOWINGRLO p M� EASED ON THE HEAD-18lir MAX. FROM TOP CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 1W MAX. FROM BOTTOM CORNED W MAX. BELOW MTG. RAIL BILC+� ®-•ANNOT�� MALL PER THE ADJACgNT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2• &SLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FN DIMENSIONS E'88. AREI*LPDESIGN PRESSURE I..�TATI 861E BLOCKSOF THE ADJACENT TABLEWITHA BOLD ITALICIZED VALUE ABOVE THEM, INDIOATB A MUM DESIGN PRE88URS WITH THE QUANTITY OF ANCHORS SHOWN N BOLD. OTHERWISE, THE ?E051 N PRESSURE RE mTIVE 818E AND GLASS TYPE iB 79.000 r� N N 8 `' 8 1 1 1 i -2 3 2 2 T 2 1 37i 1 1 1 1 3 2 3 2 2 2 3121 1 1 1 1 3 2 3 2 2 2 3 2 1 1 1 1 32322232 1 4 3 4 3 1 1 �4J2 4343MAXIMM 2 2 1 2 4TT4 413-f zlat 3� AVAILABLE. TABLE KEY: 0JOE� :. ©© ©� 3 3 2 3 JAMBABOVEI r— 2`2 �� y' SB ..�. . �c 4$84384 MTQRAL ;�+; •'* 6510 3 3 2 3 JAMB BELOW _ Ic *- RAIL 4844384 6660 obl y� JJi WAMf MIS BYBn KWICOAge,W.St4Ta I FJG UAW1"300 B ov BYBG£ Pma�o:+� ALUM. SINGLE HUNG IMN�W IMPACT �'��,;5'SIONP�••�• Imw=► a mamse �+ow A LYNNMILL�IIt S. FJG 7/1 J.L of M PL a 8H1o0 ALTS 8 + 11 4d4d.� D FL P.EJ> SSM ANCHOR QUANTITIES ABOVE MEETING RAI -(HEAD SUBSTRATE: 17.126 22658 & JAMBSJ CUTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. WINDOW H HEIGHT FROM TAMES. 2 2 1 33.764 .5 60 98.825 ANCHOR TYPE: WINDOW WIDTH GLASS 1�j of U C4cy SASH HEIGHT k Ito. 68706 Q 1778 1$.77$ I AM1r1'j V R CU�� 1 C4M-Nr $ � H Z S 99.128 D,E,F,J, KL 9 q 9 9 9 ' 1 a 1 -.a_ .3._ 1 1 ?.-..-2_._Z 9 9 1 _2_....2_. 1 1 .2 1 _2. 1 .2 1 .___ 2.3.- 1 1 ..3_ 1 3.. 1 3_ 1 .2_._3__..3.._x. 1 1 1 1 3_. 70 2 DAF,J1 KL --i . 9 _.' 1 1 9 2 1 ..2. 1 .2. 1 2 1 2_ ._2 1 9 . a_-2.. 1 1 3 1 ..3 1 2 9 3 1 3 1 '2 9- 3 1 3 1 '3 ....3......3 1 1 _ 1 1 4 0.E FA KL . 1 9 '1 9 1 1 1 2 1 1 2 1 1 1 1 1 1 4 9 1 '4 1 1SZ= 1 1 1 1 9 Z 2 2 3 2 3 3 3 3 3 2 3 4 3 4 3 4 6 3 8� P8F 78 37.000 D.E,F,J, KL 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 9 1 3 2 4' 2 3 1 3 2 9 2 4 1 3 2 4 2 4 1 4 5 2JL2 PSF 70 70 79 78 40.000 D.U.J. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2KL 1 1 9 2 2 2 3 3 4 3 4 4 3 4 4 3 8 4 4 5PB 78 70 78 77 70 78 7844.000 DE,FJ, a 2 g 2 1 2 2 2 2 2 23 2 2 9 2 3 2 4 2 2 2 2 a s 2 2 a 2 2KL 4 4 4 3 5 4 3 5 5 4 6PSF 78 78 70 78 70 71 78 73 7846.000 DE,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2KL 1 1 1 2 2 8 3 4 4 4 6 4 5 6 6 4 8 PSF 71 78 03 N 78 64 74 00 77 J32 09 53.12$ D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 8 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 4 4 8 4 5 0 1 3 1 8 1 7 6 6 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. ml—mm) 112 TABLES. I I I I SASH HEIGHT k Ito. 68706 SUBSTRA 1778 1$.77$ I S. 1.rm 24.776 27.77630.778 31.908 �•• �� a •, ANCHOR TYPE$ WINDOW�- WIDTH 98.125 1 1 1 1 2 9 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 24= 2 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 _1_.j 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 9 2 S 3 2 3 3 2 3 4 2 1 3 4 2 3 37m ps 2 1 2 2 2 213T-2—r-3--3T-2T-3 3 3 3 3 3 3 4 3 9 4 3 4 40= 74 2 2 2 2 2 2 1 3 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 4 4 1 3 1 4 44.000a 2 2 2 2 70 2 3 2 3 3 3 3 4 3 3 4 3 4 8 3 4$ 3 4 48.0 89 2 2 2 2 74 2 2 70 3 213 4 9 3 4 3 4 4 3 4$ 3 4$ 9 4 63.12$ 73 50 a a a 2 00 2 2 72 3 3 s a 3 4 a 3 a$ 3 4 6 3 5 6 9 8 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1. WO ELCO TAPCONS 2 -1l4 ELOO 884 CRETELFLEX 3-812 SCREWS L ANCHOR LOCATIONS ARE BASED ON THE FOLLONAINO ® DIMENSIONS: HEAD -181P2" MAX FROM CORNER JAMBS -171& MAX FROM TOP CORNED 91 1i2° MAX. DOVE THE MEETING RAIL 8° MAX BELOW MTG. RAI. 96" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE T. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIC. TO 36° MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS & Dl�IGN PREBSU LI IT ��8 S' SIS SLOOKS OF E ADJACEM—MABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE TABLE 7. KEY: MAX PSF DP 112 HEAD 2 JARS ABOVE 2 MTQ RAIL FILL DP) HEAD2 JAMB ABOVE 4 MM RAI. 0 ® TABLE S. KEY - MAX PSF"""'—" ml—mm) 112 JAMB BELOW1 2 1t MT41. RAIL I I I I (PULL DP)e k Ito. 68706 JAMB BELOW 2 MTG. RAL �•• �� a •, XIS70MWEIN PA tvmw r --v ' m Twi eve Pm � rim a --- -"— — — — — ---- - --- A. LYNI MiLW, P.E. R saga >»>o A73 40 u 11 4040•" D FL P.E #68706 u K hyy��. alJ OPTIONAL 1x WOOD BUCK (SEE NOTE 4) <!3 EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I ®(SEE NOTE 4), :1'•;'..13W.MIN. INTAPCON� •� 4314° MIN., 114" CRETE•FLEX (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE MIN. 1 im 114° MAX• SHIM 11.-1 MIN 114' MAX. SHIM CONCRETE ANCHOR FH BELOW MEETING RAR, (SEE NOTE 1 & 3) A 1: FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 114" ELOO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314°. 2. FOR WOW APPLICATIONS IN MWMi RADE COUNTY, USE 312 STEEL SCREWS (G6) OR 114'884 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL TFICKNESS 18 LESS THAN 1112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2m ARE 1112° THIO( OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 8. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T8 ANDA MINIMUM OF 1/3" THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY SE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL. FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FUN AND ATTACK TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT - ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FOO CURRENT. EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). PH BELOW MEETINGAS RAIL (80 NOTE 2 & 3) I � ' • �'• 331s ICS! MIN. c:oNCRETE - I ..�•,; ~- OR 1.0 K81 MW. CMU 1x BUCK OPTICINAI WITH SOLID CONCRETE 'fif WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX 114° SHIM •131" DHA. MIN. x2112" NAIL, AT CORNERS AND 8" O.C. DETAIL F, (HEAD) .131" OLA• MIN. x 2112" NAIL, AT CORNERS AND W O.C. IIIr■rI�I++II � .: i!ilYl7�� L.1310 DIA, I x2117NAIL,AT II �/f��1}1Ii111Ifo11111 �J AND O OAC DETAIL E. (JAMB) DETAIL. G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGEAT01 LYNN M 68703 ,,,, l. iq `, r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue, Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-185981 Scheduled Inspection Date: February 19, 2013 Inspector: Bruhn, Norman Owner: SUAREZ, ALEJANDRO Job Address: 85 NE 110 Street Miami Shores, FL 33161 - Project: <NONE> Contractor: ALELUYA ROOFING CO. auilaing oepartment Comments INTERIOR REMODE, KITCHEN AND BATHROOM. INSTALLATION OF NEW FRONT DOOR AND NEW WINDOW Permit Number: RC -10-12-1829 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number INSPECTOR COMMENTS False 9541961-1400 1121360040240 Phone: 305-634-5194 February 15, 2013 For Inspections please call: (305)762-4949 Page 26 of 32 Inspector Comments Passe FRONT STAIRS Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid February 15, 2013 For Inspections please call: (305)762-4949 Page 26 of 32 COMPACTED FILL SOIL (9511; COMPACTION) NEW 4- CONC. LANDING SLAB 6x6—WI.4xWI.4 W.W.F. S-0- MIDI. EXISTING SLAB AND 1� - #4 NOSING BAR TYP. WALL I HT �e. a #4 ® 12- #4 ® 1 1\2- EXPANSION JOINT CONT. CONCRETE FOOTING, 12-x12- W/ 2—#4 CONT. BOTT. EXIST. CMU STEM WALL AND FOOTING TO REMAIN Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL a 0 JOSE RL18EN JIMENEZ FLORIDA ARCHITECT No. AR 94903 January 31, 2013 CONC. STAIRS DETAIL 1/4" = 1'-011 method RENOVATIONS AT: r -method, inc. #AA26002053 85 NE 110 STREET. residential + retail SK - 001'' a r c h i t e c t u r e MIAMI SHORES, FLORIDA 7950 NW53 Street Sults 337 PERMIT# RC12-1829 M i a m i Florida 3 3 1 66 e I Info®r-method.net p 1 305 . 914 . 5355 a o �d _ 6, I a #4 ® 12- #4 ® 1 1\2- EXPANSION JOINT CONT. CONCRETE FOOTING, 12-x12- W/ 2—#4 CONT. BOTT. EXIST. CMU STEM WALL AND FOOTING TO REMAIN Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL a 0 JOSE RL18EN JIMENEZ FLORIDA ARCHITECT No. AR 94903 January 31, 2013 CONC. STAIRS DETAIL 1/4" = 1'-011 method RENOVATIONS AT: r -method, inc. #AA26002053 85 NE 110 STREET. residential + retail SK - 001'' a r c h i t e c t u r e MIAMI SHORES, FLORIDA 7950 NW53 Street Sults 337 PERMIT# RC12-1829 M i a m i Florida 3 3 1 66 e I Info®r-method.net p 1 305 . 914 . 5355 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-184558 Permit Number: RC -10-12-1829 Scheduled Inspection Date: January 23, 2013 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Fill Cells Columns Owner: SUAREZ, ALEJANDRO Work Classification: Alteration Job Address: 85 NE 110 Street Miami Shores, FL 33161 - Project: <NONE> Contractor: ALELUYA ROOFING CO. Isunat comments Phone Number 9541961-1400 Parcel Number 1121360040240 Phone: 305-634-5194 INTERIOR REMODE, KITCHEN AND BATHROOM. INSTALLATION OF NEW FRONT DOOR AND NEW INSPECTOR COMMENTS False WINDOW Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-182101. CREATED AS REINSPECTION FOR INSP-179376. Steel must extend into foundation. NB SAME COMMENT AS BEFORE. Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 22, 2013 For Inspections please call: (305)762-4949 Page 32 of 34 ANATOMA ENOMMMO SERACI:S, INC CONSULTING ENGINEERING 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FLORIDA 33069 TELEPHONE: 954-394-5683 OR 954-682-6651 FAX: 954-903-4284 Email rocastructuralde@bellsouth.net Certificate of Authorization No. 28792 AS BUILT CERTIFICATION City of Miami Shores Building and zoning Department Miami Shores, Fl. RE: As Built for Residential Building At 85 NE 1110 Street Miami, Florida Permit # :RC12-1829 Gentlemen: An inspection was made on 11/30/12.I hereby attest the correct size and placement of structural steel column located on interior of the building is 4"x4"xl/4" welded to 4"x10"xl/2" steel plate with(2) 5/8" diameter anchor bolts. We also observed a W8xl3 x 10 feet long steel beam across the living room supporting a 19 feet span trusses welded to a 12"x10"xl/2" bolted steel plate to the existing concrete. The new steel column is resting over existing spread footing and is structurally sound and safe and no affect the entire integrity of the building In accordance with The Steel Construction Manual, ASD thirteenth edition, ACI 318-08 and FBC, 2010 edition. I find that all aspects of this system conform to the 2010 Florida Building Code, The Steel Construction Manual, ASD 13TH Edition. Should you have any questions or need ant additional information, please do not hesitate to contact me. Best Regards, Carl G. Forbes P.E. # 20699 tw+II►�,�'0''' cv *20699 — TATE OF OMAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (3057 762.4949 BUILDING PERMIT APPLICATION Permit Type:BUILDING OCT 2 4 FBC 20 Permit No. -'�o�'� Master Permit No. ROOFING JOB ADDRESS: 976 ME ✓lOr' GEt City: Miami Shores County: Miami Dade Zip: 331 / Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Rue Zone: Address: % ql5;7 Al S tiU 1 '(229 29 City: &ag,,25 A& Ml State: )C:_L Zip: 33 f �2 TenamfUssee Name: Email: CONTRACTOR: Company Name: Phone#: 71 G - rig T& Address: S ( (.P Ce rAA:L 5 at City: "L< Qualifier Name: " f 125 __% �cS M V_R %_1 Phone; State Certification or Registration #: cf(�� Oj -3/-10 6 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: m zip: 54 ,3Q00 11-A 62- Phone#: � �EO 59z-2ty3&-(lj Value of Work for this Permit: $.&oo Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replaoe ❑Demolition Description of Work: )�-iopL P46d a def 1?/7'14 day W/a)Dc�W , /L6fl U46- vF X;Cr ,0 r ®!!Lz., A -®r 4A.;* /3 ArH 1zeA;,C0A-r j z)&j OF 80,0* e.,� N&cd 7'P�®qc AV PjAA1 A"2Z�e4 ®v& WA11 A jw Pte- lot". Submittal Fee $ Scanning Fee $ Color thru d1e: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ L' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 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 first inspection which occurs seven (7) days after the building permit is issue absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrumentwasacknowledged before me this day of —, 20 _-�:by S -- k-,-, who is personally known to me or who has produced As identification and who did take an oath. The foregoing instrument was ackn4ledged before me this b i day of 'ZXA , 20/1, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: L R COHEN (aftil L R COHEN l 9MY COMMISSION #EE108885 COMMISSION 5, 201 885 EXPIRES: JUL 05,2015 D(PIRES: JUL 05,2015 Si Borbed through let a to Utsut M Sign:Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY f/�o�� Plans Examiner Structural Review (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk l NOTICE OF COMMENCEMENT �RDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C FN 201280820821 OR Bk 28358 Ps 37461 i 1 P 9 ) RECORDED 11/14/2012 15257:57 PERMIT NO. TAX FOLIO NO. HARVEY RUIlINP CLERK OF COURT nIAMI-DARE COUHTYP FLORIDA LABT PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 2. Description of improvement: / LT urtay `- A t� 3. Owner(s) name an address: E1/�11fta.2 SA s / l 5 /1dF, 13 Z!k si- eta A41AIRi 1.3316 I Interest in property' ens E D9G Name and address of fee simple titleholder. 6�9G If 4. Contractor's name and address:V& Sws 16 �6 W—) S Hr**u 30/.5 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: i AMAj ° /WIG Svc /350'1- 577 AIdgMi F-2- 3 L 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: -7 .-*:P `IWsP1b-z;a 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) nature of Print Owner's Name tfA0 A1Ve, 018 6_4040 '4 W45 Prepared by Sworn to and subscribed before me Notary Public: Print Notary's Name: My commission expil L R COM W4y r,()MmISSION #ff1=ffi EXPIRES: JUL 05, 2015 day of 20 STATE OF ft. RO ! OOMt WOFDADE toil]!! res sthareaosvol<lhrl 620808-6 1 647269-0 Ife........_.........._ -, — DVA ALELUYA ROOFING PLUS CONTRUCTION INC ft"WAgIVIKIMM ALELUYA ROOFING PLUS CONSTRUCTION Ph ,ANN (305)261-8814 C3 Lo 04 Uj Uj s O V CL L C' C'Q -1 F5 U U.. CIO CJ fl VT ge iMk W!Z Q0 to rr CL S'n L (a 17J, 01 (0 1-4 j C> V7 0 � tj cc )-4 4D CM 620808-6 1 647269-0 Ife........_.........._ -, — DVA ALELUYA ROOFING PLUS CONTRUCTION INC ft"WAgIVIKIMM ALELUYA ROOFING PLUS CONSTRUCTION Ph ,ANN (305)261-8814 Business t,.otalld�: 7351 NW 7 ST H Mdft 7351 NW 7 ST H MIAMI FL 33126 current Yew 2013 County Wide Tax Beacon Council - Economic Dev Unincorporated Area Tax COUNTY Eau I OF I CCCO03408 Aftnifftaft Uninc. Miami Dade awkwill Two 196 GENERAL BUILDING CONTRACTOR NAICS 2389 YMN 4 WORKERS 30.00 15.00 30.00 Pay online - Visit www.miamidade.gov/taxc*Hector Amount fte mbar 30.2012 MAI Nowsmsen 1511'. DECEMBER 20% JANUARY 25% IVBPUAKV 25% r 15100 82.5.0 86.25 90.00 93.75 193.75 + RETAIN FOR YOUR ReCORos N G4s198aM a DETACH HERE AND -RETURN THIS PORHON WITH YOUR PAYMENT -4#' 0 C3 Uj Uj s O V -1 F5 U U.. CIO CJ fl VT iMk W!Z 3 4 rr CL S'n L (a 17J, fa 1-4 j C> V7 0 � tj cc )-4 4D CM O co C-) ¢ C—nj Cr 0 (a CL C> -C ia 1U -j <21 -j to #--4, Business t,.otalld�: 7351 NW 7 ST H Mdft 7351 NW 7 ST H MIAMI FL 33126 current Yew 2013 County Wide Tax Beacon Council - Economic Dev Unincorporated Area Tax COUNTY Eau I OF I CCCO03408 Aftnifftaft Uninc. Miami Dade awkwill Two 196 GENERAL BUILDING CONTRACTOR NAICS 2389 YMN 4 WORKERS 30.00 15.00 30.00 Pay online - Visit www.miamidade.gov/taxc*Hector Amount fte mbar 30.2012 MAI Nowsmsen 1511'. DECEMBER 20% JANUARY 25% IVBPUAKV 25% r 15100 82.5.0 86.25 90.00 93.75 193.75 + RETAIN FOR YOUR ReCORos N G4s198aM a DETACH HERE AND -RETURN THIS PORHON WITH YOUR PAYMENT -4#' 0 DATE (MMDMV , , .� >n CERTIFICATE OF LIABILITY INSURANCE 09111,12 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 policy(ies) 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 certiRcate does not confer rights to the certificate hoider in lieu of such endorsementW, PRODUCER CONTACT Lucia Estrella . Accurate PHONE (305) 226-8727- FAX No): (305) 226-8767 3300 West Flagler Suite 114 Ao� Lucisestrelta(Qbeilsouth.net Miami, FL 33144 PRODUCER CUSTOM61t 100: Phone (305)226-8727 Fex (305)226$767 INSURERS) AFFORDING COVERAGE NAIC 0 INSURED INSURER A: Benchmark Insurance COmparlY Aleluya Roofing Plus Construction Inc INSURER 6: 7351 NW 7 Street Unit H INSURER c : Miami, FL 33126- INSURER D t — INSURER E: INSURER F., 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 REOUIREMENT, 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, EXCLUSICIyS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. r' ILTR TYPE OF INSURANCE .INS y�ytrp POLICY NUMBER (PblNWOIYYYY) (Mld�OtYLl YYY), LIMITS GENERAL LIABILITY EACH OCCURRENCE SGE 1.000.000 COMMERCIAL GENERAL LIABILITY TO PREMISES (EaENTEID OCOO nce) 3 50,000 _' L_ CLAIMS -MADE dl OCCUR BCP0486G-2 MED EXP (Any one paBon) $ 5,000 A 7 09107/2012 09/0912013' PERSONAL BADV INJURY $ 1,000.000 GENERAL AGGREGATE $ 2.000,000 `GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2.000,000 f POLICY (_apinLOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY (Per person) $ Ail OWNED AUTOS BODILY INJURY (Per acadenO $ .J SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (per aecldenl) NON -OWNED AUTOS $ UMBRELLALUIB �_ OCCUR EACH OCCURRENCE $ -_, i EXCESS LIAR.^ CLAIMS -MADE AGGREGATE $ _ DEDUCTIBLE $ - RETENTION $ $ WORKERS COMPENSATION 7 WCSTATU- - OTH. TORY LIMITS ER AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTME E.L. EACH ACCIDENT $ _ _ - OFFICERIMEMBER EXCLUDED. NIA (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ It yes describe under JESG�RIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DE SCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101. Additional Remarks Schedule. if more space is required) Certificate holder is Iisted,,as,additlonal name insured. CERTIFICATE HOLDER CANCELLATION Miami Shores Building & Zoning 10050 NE 2nd Ave. Miami Shores, FI ACORD 25 (2009109) QF It SHOULD ANY OF THE ABOVE DESCRIBED POLICIF-S BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, N DELIVERED IN ACCORDANCE WITH THE POLICY O �. AUTHORIZED REPRESENTATIVE 1 Lucia Estrella O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ALELROO-01 REF CERTIFICATE OF LIABILITY INSURANCE DATE{MM/pDIYYYY) `✓ ` 9/2612012 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Automatic Data Processing Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1 ADP Boulevard HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Roseland, NJ 07068 INSURERS AFFORDING COVERAGE NAIC # INSURED' Aleluya Roofing Plus Construction Inc : INSURER A: Summit Holdings ' 7351 NW 7th St Ste H INSURER E: Miami, FL 33126- NSURER C INSURER 0: IYIVFRAP.FC 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A00KC POLICY NUMBER .• POLICY EFFECTIVE I POLICY EXPIRATION TR IN OADATE LIMmi GENERAL LUUMAY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY PREMISES Ea S CLAIMS MADE j OCCUR i -MED EXP (Any one person) S i PERSONAL 8 ADV INJURY i S _ GENERAL AGGREGATE .S 3EN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG 1 S POUCY I—^ PRG-I —^ LOC ! ' AUTOMOBILE LIABILITY j COMBINED SINGLE UMI? i S i ANY AUTO —� (Ea aaadent) ALL OWNED AUTOS - BODILY INJURY —� SCHEDULED AUTOS (PerPeme+U S HIRED AUTOS BODILY INJURY S NON -0W NED AUTOS (Per acadent) ' PROPERTY DAMAGE iS (Per aaaderd) ARAGE LLABTY - GIU AUTO ONLY- EA ACCIDENT S :^ ANY AUTO OTHER THAN EA ACC I S AUTO ONLY: AGG I S EXCESS I UMBRELLA UA81UTY EACH OCCURRENCE is — IM i OCCUR CLAS MADE I AGGREGATE i S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION - X I WC STATU-DTH• I AND EMPLOYERS' LUA8IUTY A .ANY PROPRIETORIPARTNERIE (ECUTNE Y / N '0630-46124 10/4/2012 1 10141201;31 TORY E.L. EACH ACCIDENT ' S 100100 "FICERMEMBER EXCLUDED? aY 1 OQ,OO •Mandatory in NH) E.L.DISEASE - EA EMPLOYEE 5 .I ves. cescnbe under 500,00 SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT IS OTHER OESCRPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL. PROVISIONS Villages of Miami Shores SHOULDANY OF THE ASOVEDESCRIBEDPOUCIES SE CANCELLEDBEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO 00 SO SHALL 10050 NE 2Ave IMPOSE NO OBLIGATION OR LIA ILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. Miami Shores Village, Fl. 33138 AUTHORIZED REPRESENTATTVE ACORD 25 (2009/01) 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks at ACORD DBPR - RODRIGUEZ, JESUS ROBERTO; Doing Business As: ALELUYA ROOFING... Page 1 of 1 10.04.25 AM 11/15/2012 Licensee Details Licensee Information Name: RODRIGUEZ, JESUS ROBERTO (Primary Name) ALELUYA ROOFING PLUS CONSTRUCTION INC (DBA Name) Main Address: 3815 SW 89TH AVE MIAMI Florida 33165 County: DADE License Mailing: LicenseLocation: 7351 N.W. 7TH ST BAY H MIAMI FL 33126 County: DADE License Information License Type: Certified General Contractor Rank: Cert General License Number: CGCO03408 Status: Current with Probation,Active Licensure Date: Expires: 08/31/2014 Special Qualifications Qualification Effective Construction Business 02/20/2004 View Related License Information View License Complaint 1940 North Monroe Street Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida Is an WEED employer. Copyright 2007-2010 State of Florida, Privacy Statement Under Florida law, email addresses are public records. If you do not want your email 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. Please see our ClIaotar 455 page to determine If you are affected by this change. https://www.myfloridalicense.comlLicenseDetail.asp?SID=&id=E4296C4362ElE5F76F... 11/15/2012 February 8, 2012 NOTICE TO BUILDING OFFICALS RE: RC To whom this may concern, 1 14 "1 OCT 1 2012 p-G2-1g7:;l This letter is to inform the Miami Shores Building Officials that I, Daniel Garcia, (Qualifier of DVG Builders, Inc.), request that the review process for the proposed renovations for the property located at 85 NE 110th ST do not continue under DVG Builders and only resume either under the Owners name or new contractor. As per the onsite meeting with the Building Official on October 11, 2012, 1 have instructed the Owner to apply as Owner -builder. Please note, that DVG Builders had absolutely no knowledge and no involvement with any of the work that was performed at the property listed above. If there are any questions or concerns please contact me. STATE OF FLO I COUNTY OF Sworn to (or affirmed) and subscribed before me this L9,day of �20) �, Who is personally known OR Produced Identification A— Nublic Signature 4=13. W-�- CLAUDIA V. CUBILLOS Notary Public -State of Florida My Comm. Expires Sep 23, 2015 128810 Notary StampBonded Through National Notary Assn.NRFNWIWNW W — — i 260 Payne Drive Miami Springs, FL 331661 CELL 305406-73081 FAX 305-884-1633 DVGB UILDERS@GMAIL. COM CGC 151 9237 /1-112415