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RC-13-2020Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 198621 Permit Number: RC -9 -13 -2020 Scheduled Inspection Date: June 27, 2014 Inspector: Rodriguez, Jorge Owner: JENKINS, THOMAS Job Address: 46 NE 92 Street Project: Miami Shores, FL 33138- <NONE> Contractor: CORRY'S TILE CREATIONS LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -6072 Parcel Number 1132060130040 Phone: (954)963 -3356 Building Department Comments BATHROOM REMODEL NEW TILE AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 27, 2014 For Inspections please call: (305)762 -4949 Page 2 of 23 NE 92nd St master bathroom area of work 3 3 L -8flt2o AMP-c, i- - DETECTORS. -ANYAND-AttrantAND-RUBBER JENKINS 46 NE 92nd St Miami Shores, FL SEP 0 6 2i3 EXISTING MASTER BATHROOM FLOOR PLAN 8' REPLACE FLOOR TILE WITH N TILE ■ Jenkins 46 NE 92nd St Miami Shores, FL REPLACE WINDOW WITH NEW IMPACT WINDOW REPLACE SHOWER PAN TILE ON WALLS ■ 7' ■ A -1 ELEVATION N CONSTRUCTION PLAN 1. REMOVE INTERIOR WALLS AND CEILINGS IN BATHROOM 2. INSTALL 1/2 GREENBOARD ON WALLS AND CEILING 3. INSTALL 1/2" CEMENT BOARD ON WALLS 4. INSTALL TILE ON FLOORS AND WALLS *NO MECHANICAL WORK ON THIS PERMIT Jenkins 46 NE 92nd St Miami Shores, FL O E -1 ELECTRIC PLAN L. INSTALL NEW_ SHOWER-PAN AND DRAIN 2. REMOVE AND REINSTALL- TOILET ._-__REMOVE AND REINSTALL BIDET �. INSTALL NEW DIVERT-ER 5.iINSTALLLAv SY BOLS � GFI OUTLET � GFI OUTLET INSIDE OF VANITY FOR BLOW DRYER RECESSED LIGHT FIXTURE p BettRoomkarFixt E a AMP ARID GB PROTECTED AND flo Jenkins 46 NE 92nd St Miami Shores, FL P -1 PLUMBING PLAN 1. INSTALL NEW SHOWER PAN AND DRAIN 2. REMOVE AND REINSTALL TOILET 3. REMOVE AND REINSTALL BIDET 4. INSTALL NEW DIVERTER 5. INSTALL LAV NORTH ELEVATION '''"NWzk'nft.",'742'.MEMMIMMAMMORIA, 'cO 1111111wAbiiii1111 SOUTH ELEVATION Jenkins 46 NE 92nd St Miami Shores, FL EAST ELEVATION WEST ELEVATION BATHROOM ELEVATION Py Airpe' "el 0 j i -) P41 ,tecurb • SUBJECT TO COMPLLANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS REc ED SEP Q 5 2013 BY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE, NOA) PGT industries 1070 Technology Drive Nokomis, FL 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 PER A- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SA lob" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Mum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, 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 IMPACT RATING; Large and Small Missile Impact 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 sheet 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 request of the Building Off1J This NOA revises NOA No. 11 -0405.10 and consists of this page 1, evidence peg well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Strad, Room 208 Miami, Florida 33175 -2474 T (786)315-2590. F (786) 315 -2599 ww+osiatntldade.ggy /pare! Expiratl Approval PGT lfudustrn NOTICE OF ACCEPTANCE: EVIDENCE SUIINIITTEQ A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na 4040 -20, titled "Mum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "1}" dated 10107/2011, 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 2411 3,2.1, 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 Edmtmdo Largaespada, P. E. (Submitted tinder 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 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 -4958 and FTL -5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaes tr. da, P. L. (Submitted under previous NOA No.07- 0322.06) 3. 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 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 Edmund() Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FI3C, 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 Largaespada, P. E. (Submitted under previous N(14 No. 05-1018.01) E -1 a me D. Gase t , P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (CONTINUED) 3) Test reports on: I) 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, l'AS 203 -94 6) Forced Entry Test, per FI3C 2411 3.2.1, 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 Fi'L -4947 and FTL- 4650, dated 08/11/05, both signed and sealed by Edmund° Largaespada, P, E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on:l) 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. ITL -4646, dated 08110/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 101 & 41) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous Nt7.4 No.11- 4128.03) D. QUALITY ASSURANCE I. 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 DeNennours & Co., Inc. for their "DuPont Butacite) PVB Interlayer" 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 /05 /2011, expiring on 05/21/2016. E -2 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03,2011 ?GT Industries NOTICE OF ACCEPTANCE: EVIDENCE 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 FTI, -4957, FTL -495$, FTI., -5063, FTL -4645, ITL -4649, FTL -4723, FTL -4947, FTL-4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08110/05, all signed and sealed by Edmundo Largaespada, P, E. (Subtnlited under previous NOA No. 07- 0322.06 and 05-1018.01) G, OTHERS 1. Notice of Acceptance No. 1.1-- 0405,10, issued to POT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.L ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL RN WINDOWS t GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .680 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5118" LAM CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. S/16' LAW CONSISTING OF (2) LITES OF 1(8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV$ INTERLAYER D. 7/18° LAN CONSISTING OF (2) LITES OF 3E16" ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INCERLAYER. E. 715" LAMA CONSISTING OF (1) LUTE OF 3118° ANNEALED GLASS AND (1) UTE OF 31W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7118° IAMI CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV/1 1NTERLAYER. 0.13/18° LAAM IG: (1) LITE OF 118' TEMPER GLASS, AN MR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13118" LANE IG: (1) UTE OF 1/8' TEMPERED GLASS, AN AMR SPACE AND 518' LAMP CONSISTING, OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 115° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV$ INTERLAYER. I. 13/18° LAM*: (1) LITE OF 1/8" TEMPERER GLASS, AN AIR SPACE AND 6116° LAMI CONSISTING OF (2) W ES OF 116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J 13/18" LANAI IG: (1) LITE OF 1/8" mama/08. AN AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXR(EEPSAFE MAXIMUM PVB INTERLAYER. K. 13 118" LARD 10: (1) LITE OF 1/6" Tel GLASS, AN MR SPACE AND 718" LAN CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED G WITH AN .0911 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13110° LANAI IG: (1) LITE OF US" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAME CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/18" LAMI (1) are OF 1/$' ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, AU. W/ LOW OR HIGH SILL OPTION) AS DESIGN PRESSURES (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS EASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL- 4645. FTL -4847, FTL -4048, FTL -4&I9, PTL -4880. FTL -4551, FTL-4723, FTL -4037, FTL -4958 AND FTL-6083. AN81/AFBPA EDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL S. SERIES/MOOEL. DESIGNATION SH700. ALSO REFERRED TO AS SH701. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), NOA DRAWING MAP SHEET GENERAL NOTES.._......... 1 GLAZING DETAILS 2 DESIGN PRESSURES..,, 3 VERT. SECTIONS.........,.,. 5 1•iORIZ. SECT90NS........ „.. 5 PARTS EXTRUSIONS, 7 CORNER DETAI ..._...._„ 7 ANCI•IORAGE »,.,..... 8-11 Food .1 1Ol07f11 D 201OFOCUPDATE GMANOED DAP (EASE TYPE TO TEMPERED FROMb 141G 7iJY 8 [[ rr,, r`7 ui' °. T s s r Ci7 • Tort c % ?x oft RIi ,.., 1iVE PIMP GGENERALNOTES ALUM. SINGLE HUNG WINDOW, IMPACT - NTS 1 -, I f 4040.20 0 t till Illff, \,;(!t .b.1(' *�Z yg10:r !” ;'sp, : •� A. 1.‘trestOittlER, P.E. FL P.E.A 58705 Ira" NOm. GLASS SITE 1R° NOM. GLASS BITE ilir918° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 8118" NON. 5116" LAMINATED GLASS A NOTE_ LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116' WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR L (ALL SECTIONS) 319S" ANNEALED OR HEAT STRENGTHENED GLASS 808 SOLUTIA OR DUPONT PUB INTERLAYER 3/96° ANNEALED OR HEAT STRENGTHENED GLASS 7/18 LAMINATED 7/16" LAMINATED GLASS 112° NOM GLASS BITE BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVS INTERLAYER 1B" ANNEALED OR HEAT STRENGTHENED GLASS 6(16° LAMINATED AIR SPACE 1(8° ANNEALED OR GLASS 13/16" NON. 13/16" LAMI IG GLASS WI 5/16" LAM/ 3118° ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVS INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7(18° LAMINATED AIR SPACE 118 - TEMPERED GLASS& 13/16° NOM. 13/16" LAMI IG GLASS WI 7/16° LAM/ J.J. 10/0741 0.11141 wap 11 810f1 GLAZING DETAILS FIC 8l11O J4. WINN 111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ; BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE $3" 68" B8" .70" Irk 11,1- 4[4 :uy 1 . C,D,E. ,0,14,1,41(.1 TABLE 1. 72" 74° +80,0 -90.0 +80.0 -80 0 80.0 -80.0 +800 •80.0 +80.0 80.0 +80.0 •80.0 480.0 -00.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +8.0 -x10.0 +50.0 +80.0 40.0 •80.0 +80.0 +80.0 •40.0 -80.0 Can +80.0 70.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 CZO -00.0 +80.0 -80.0 +80.0 -80.0 +70,0 carmeari man mown +76.4 Ern +80.0 -80.0 80.0 -80.0 74.0 +80.0 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 48° 62" $3118" GLASS TYPE A,8,M ,a TABLE 2. 316" ° 80 80 72° 74° 78" +80.0 - 80.0 +80.0 -80.0 +80.0 .10.0 +80.0 -80.0 +800 .80.0 +70.0 •$0.0 +80,0 60.0 • 0.0 +80.0 40.0 +76.0 70.0 -76.0 +70,0 -70,0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 +08.0 468.0 40.0 +80.0 -80.0 +80.0 •80.0 +70.0 -70.0 +88.8 •68.5 +70.0 mural +86.6 +70.0 70.0 +7 0 -70.0 -70.0 47.8 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTONifti TABLE 8. BASED ON FLANGED WINDOW TIP-TO-TV FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH 181CHT (MAX. WINDOW HT. WI SASH n 781 PI -AN08, AHD 78" INTEGRAL FIM WIDTH GLASS TYPE 1718" 22 11/16" 28 3/48" as 314" at ow 4413/12! ea 818" 6616/16" +80.0 $318" QfE.Ffd,1C,4 •►80.0 -80,0 +0 -90.0 +80.0 -$0.0 +70.0 70.0 +70.0 -70.0 0 TYPES: +70.0 -70.0 +70.0 -70.0 A. 5118" LAMI - 1t8"A,.000,11$'A 8.0110" LAIN - (1/8"A,.080,1/8'H0) 0.1/16" IAMI. 118"iH1.,060,u6HS) TEST REPORTS F11•4647, 4040.47,23.4887 FTL•4647, 4648 TABLE 4. D. 711@ LAMI - (3/16"A,.000, 3/trA) E. 7/18" LAMI • (3/18'A,.090, 3/16183) F. 7/W IAMI • (3/18148,.080, 311$'08) F7L•4847, 4548 P91- -4845, 4885 F71 -4845 a. 19/W LAMI 10.1/8" 7, MR SPACE, 5/18" LAMI. 1/8"A „000,1/8'AL_ It 13/18" LAMI 63.1/$" T, AIR SPACE, 6116" LAMI - (14°A,.090.1 /8143) I. 13/18° LAMI IG -1/8' T, AIR SPACE, 5116" IAMI • (1/8148,.090,118148) FTL -4845 FTL- 4846.4723 F1L -4646 FR.-4840 3.1311W LAMI 03 - t!8" T. AIR SPACE, 7/18" IAMI • (3/10"A.,080, 3/WA F11 -4048, 4850 K. 13/18" LAMI 10 -11.8" T, MR SPACE, 7118° tAMI - (3/16°A,.080, 3/16°HS P11.4648, 4850, 4958 L 13/W LA88 53 -118' 7, AIR SPACE, 7/18' LAMI - (3/18 "HS,.OaQ, 3/181-IS) F11- -4849, 4850 M. 13115" LAMI IS • 1(8"A, AIR SPACE, 8116" LAME - (118"A,.080, 1l8"AO PTL -6003 NOTES: 7. wiNo0Yd8 WITH THE LOW SILL OPTION ARE LIMITED TO A POSl1IVE DESIGN PRESSURE OF +04.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DEMON PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP-TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 92 518" MINIMUM TO 38' tstAXIMUM. 1 MEG RAIL MEETING RAIL HT Pard, :VC Ida J.J. NO ON4MIES MIS SHEET CIt4blen, CAP GLAI87YP5TO760WEREDF l S war. INLiS SASH HT. PRODUCT RENISW) ea 01113103 WWI tire I lwid° .13e11dtng Cade 0 A 7.40 pato C1/t'1r 76701E0I44fLOOYORIV N01031, FL 8+276 P.D. Opt 7625 N0 c0NW. P1.sezN s!' DESIGN PRESSURES Visibly Heuer ALUM. SINGLE HUNG WINDOW IMPACT NTS 1 9 " 1 f I f 4040,20 • No, 56945 ioN 14- A LYFDtrlldl L1 P.E, FL P.E.# 68706 49 5/8` MAX. FIXED DLO (ALL) 53 118" MAX. FLANGED WIDTH 62118° MAX. I.F. WIDTH Za SEE DLO TABLE SEE DLO TABLE (MAX.) } 76° AX, I.F. D...f HEIR T A 76" MAX FLANGED HE 38111B° MAX. SASH NEI 481/4" MAX. VENT DLO (ALL) DETAIL A SEE DLO TABLE SEE DLO TABLE 76° MAX. I.F. HEIc T A 78" MAX FLANGED HE HT 20" SASH HEIGHT B DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) 8EE DLO TABLE E 75° HEI S E • 4 SEE DLO TABLE 76° MAX. }4( FLANGED HEI C4 SEE DLO TABLE 176" MAX. l.F. HEIGHT A 76' FLANGED HEI c. 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. al J.L dJt ifL SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LIth LOW SILL HIGH SILL A 34 1/2' 34 3/18" B 41518° 41 1/4' C 41 1/4° 40 7/8" 0 525/8° 5211/18° E , 521/4' , 52 6/18° SASH — LOW HIGH N. DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16° 27 1/8° C 27 7/18° 271/8° D 18 3/8" 153/4' ' E 183/8" 153/4° T 5. 1awrn • NOCHANGS9 THOSMIXT War 04101/11 NO 0.4141410ES 71411B SHEET 11f13 011 ADD INTEGR I. /I ....BPI/05 Sd- 262SST 1010 TECHNCUM OHN2 W OMt9. PL 54275 CHf1 NOTES. ADD NOTED P.O. 59X 1848 NOK0141$, FL 344x4 &lb& Beater ELEVATIONS Celw ALUM. SINGLE HUNG WINDOW, IMPACT Met 8troau l. NTS , 4 a 41 4040 -20 75" MAX LF. HEI 76° MAX. FLANGED HEI r OI%UCI' WAVED .a ona4,tyagtWI the Raids I4 &Y+lias each ACcejrteuto No V1 l3 me1 y,t LYNN * . No. 58 I" sTA °F A. L4 $ Iststi„tt, P.E. F4 RE.* 88705 NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)$° FROM EACH SIDE OF SASH. eQ BASED ON SASH WEIGHT 9,10,11,45,16 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED 2,710' MAX. FIXED UTE DAYLIGHT OPENING OLTTIIDE MAX WIDTH SECTION A-A INTEGRAL FIN ( #.F.) FRAME SECTIONS #8��y�: Y".. �y ,,�..LJ� / q� 8A9 T MRNL (-VW 84-14 SASH 01011 RAIL SASH #A012 GUIDE tANOSEITING BLOCK 3132" X26014" X 1" LAM 10 c BLOCK? X3/4'71118" VINYL tom'. BEAD BULB (THICK) W4"tI. GLA2• BEAD BAR (TH84) cm-AziN6 BEAD, 6118 LA#t GLASS. MAURO BRAD. 8118 LNG VIS RILL KIT GLAZING SER3, 7118" LAO WiGRII.t. KIT GLAZBIG BEAD, 13/W LAM LG. FRAM S, IF: HEAD FRAME, LP. LOWS9.L FRAM, LP. HIGH SILL FRAME, LP. JAWS SU LATCH OR/YGA 4002A DESCRIPTION 1156 4003C 1028 HEAD 11X1.000 *,,.. .SYS SILL ADHESPAII 6!'EN CELL FOAAPAD POW 781PQA 7PAD1028 Q Mil 40200 . 1111-- �. IOW 10 tuou *MEM I ' SASH TOP CKJ 4029 SPIRAL ULAN 318", 6/8", OR 11/10" ■'`, 3/6" OR 6/8" X.700 PH. 10 08X1 PHIL ;` FLAT a S. SR. _ Kra 4rP711- i11111.111=111 40291 19 46540 4008C SASH BRAD' 1 011-32 X 112" 1.0. PH. FH, TYPE P S. STL SASH TOP RAE. 38 41 42 46 40 47 40 49 60 62 1008 1018 4007 1228 4008 1280 1822 1062 1224 1226 40306 40449 4222A 9960 4087 4011A 4072A 4073A 40740 4009 OBWLCVR918 88ALCVR670 84053 7932x12FPFX 840540 84008 878168 SPRING, ILL LATCH DRESS) 812230 810249 62231 42801 71 71 8TP247W,K 9TP248K 840366 844703 04222 8985 64007 84071 04072 84073 84074 784009 1824 SCREEN SPLINE -.138 WA FOAM 02 40 61014 71830 71831 81824K IMES 66 01 SEEN E- .136 r IA, HARD SCREEN CLOTH 606 1181 OLA2IN0 CH/NNEL 089X ZOO) 88 X 1.000 PH. BUGLE TEK 4081A GLAZING T r' .1/107 / -7/16 LAM SASH 8OTi6M RAIL t - SILL 6833402 708X1 , 02 510 64061 84060 69 70 00 $1 82 83 NI- GLASS, 7118" LAM , (1t8" A. 4 , _ ■ 1/8"118) F. GLASS, 7/18° LAM, (11/1101,.0 90 P10,1/8°HS) 0. GLASS, 13/18 " LAM fS,1i10"1',A11R AWACS, SAW LAM, (1/S,A.090 Merl 18 A/ GLASS, 13/18" LAM 10; Wit AR SPAC $/10 " LAM, (too .090 118"11 L GAM 1311861M 1G. 1/8"i, .,. 8 ,:ACE, 5/18° LAO, 111111S,09013118,1/8114) Q ' ''-:,13118" , IG11 • ' c• SPACE 1116" LAN. 4060A FLANGE FRAME SILL 941011 SILICONE, DOW 898, 888 OR EQUIV. A GL A SS , 5118"LA1N9, (1/8"A.090 P ,1/ N . GLASS, 5/18' LAM, N8'A, 090 PVtS,1m"H C. r 2118" LANA, (147148, 0120 PV0,149' 0. GLASS, 7118" LAMP, 118"A.090 PUS 1/8" 00 81 6"11.080 = . 11 F : _13/18" UMI G;1 ' 7AIR 8PAcE, 7/18" LAAB, 1311 ' 090 PV13, 8118) . OLA919 15/10° LAW 10fi 1187 AIR SPACE, 7/18" 3118"118.090. 3118"' 2.7 47 FRAME, ).F. HEAD 44071A, 606348 .062 NOM THICKNESS 4.7 FRAME. .F. HIGH SILL 64078A, 8083 -T8 FRAME, S. LOW SILL #4072A, 6053-10 2. 7.1 2,374 ---•- • .062 NOM THICKNESS FRAME, IF, JAMB #40748,6083 -TO (USED AS RADIUS TOP HEAD) 10,007Jf JG kid CHAING S9 BNET i 9/IA15 1.4 UAW Imo TE010101.00Y P.O. 89X 4420 810KOMI8,i164274 PARTS LIST ALUM. SINGLE HLR4G WINDOW IMPACT swag oo 1 7$1 8 u 11 1ei"'°"� 4044040 PRODUCT REVISES wmpipirie wNhthe ltorldu Building eack _ ACCOPISIGO No fd. Dat- • >>, SS10141*;'''' A LY1 41JIAJL8/t`,`P.E. PL P.8.0 8870 I- " - -2.784 • V % 0 FLANGE FRAME HEAD #4002A,6063 -78 1.749 2.710 FLANGE FRAME JAMB #4004.6083.75 (USED AS RADIUS TOP HEAD) --� 1.342 .062 r 1 0 FIXED MEETING RAIL 0 #4064A, 6o6HD•T6 7067 3.446 2,946 ^2,784 FLANGE FRAME SILL (HIGH) #4058A, 8089 -T6 1 2.830 I--- 2.784 FLANGE FRAME. SILL (LOW) // #4003C, 653-TO .1182 A90 I.+- 1.461 -.4 T SASH STOP 0, 6063-75 2.278 — .1 9 � �• -.040 ! 1 or 47 l.F. FRAME fl SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT Ft AVEA 1 VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION f i` .878 1 �g T 1.086 f GLAZING BEAD, 5116" C 84039B,6063 -75 17 SASH STOP COVER #4053, 5083 -T6 SASH TOP RAIL #4006c, 6o63HS•Te 2 1.979 SASH BOTTOM RAIL (Low} #4007, 6083 -T5 2.638 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 1.185 i_, 31 SASH SIDE RAIL #4008, 6083-75 1.098 - I--- —• 0 4 GLAZING BEAD 7/16" J #4222, 61183.75 .050 1.116 eGLAZING BED, 7116" 8985C,6063-T8 (1U8F.D W/ GRILL KIT) .050 1.096' -f n } GLAZING BEAD, 5/1 #404415. 606345 (USED W/ GRILL K!T) 4 s83 1.097 GLAZING BEAD, 13/16" 13 #4067, 8663 -TB NO L'Hh 0ES THIS SHEET NO CHANGES 7111E TEFRAME CONN$A;SEiI&SLYiO HO iF. • FJC 1WOTEOPBOLO'0YORIV8 BOOM MTh P,0 BOX 1528 NOKOMIS*, PL 9421'4 VI6 v Beater EXTRUSIONS & FRAME CORNER DETAIL UM. SINGLE HUNG WINDOW IMPACT &� 01 iris 404420 WELD ALONG SCREW BOSS (2) PRODUCT REVISED mr iThig hr4whit OwFlorida Acw,toCa7a�No -. �x `0 4s1Uijj -* 80.58705 rOif'.'•. fiLgRSIIa CO •'� A. LV ft46tj *, P.E. FL P.E.# 56706 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS SUBSTRATE: ASR TYPE: WINDOW GLASS WIDTH TYPE TABLE B. WINDOW HEIGHT 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 C,D,E,F,G NIJ,K,L 28,603 34.603 40603 461.603 52.603 58.603 64.803 I MEE 'Ali -1-1 811-ht 111111111MEIREIMEINEMENISEI IMIIMEMBINEMEIMIELIMIENNEM EllfrENIEMINEMINENEREMEM EINIMETRIMINEMBIENINNEINIMI MI 1111111111MINIEINERIENNOMEI 4 ME EILIMEMENIMNRIMEINIME11111111MEINE EMENIMMEIRINIMEMINNE 4 ME IMEENENSIIIISIENNEINSINIIIMEI 4 RH EtillERVIIIIMINMENNIMEMEN 3 76,000 1 a 1 1 2233 C,t7,E F >C1> H,i,J,K,L CA.E.F >G, H,I,J,K,L HAJ,K,L C,D,E,F,G, H,1,J,K,L C,D,E F,Q AAM CDE,FG, H,I,J,K,L A,B,&6 WS 7 pollirrro TEDDY' WE. ANCHORAGE NOTES: 1. ANCHOR IOR TYPES: 1 -114' ELCO TAPCONS 2 - iJ4' ELCO S34 CRETE -FLEX 3.412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -113 112" MAX FROM TOP CORNERS JAMBS -17 1)2* MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ,NOTE 2. 4. TAKE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. B. Ut ION PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF OP LIMITED HEAD JAMB ABOVE MTG. RAIL JAMB BELOW N.G. RAIL (FULL DP) HEAD JAMB ABOVE wro. RAIL JAMB BELOW MT RAIL 'TECHNOLOGY DRAM NOIIOMS. EL34EY8 P.O.eOX1am NOKOMIS, EL 34214 11.31 Battey rai.NCHORAGE SPACING, 111 ALUM. SINGLE HUNG WI emu ae.a 8MVO MS 8 . 11 WINDOWS NAOW, IMPACT 4040 -20 I OUJCT[RI4VISND a: wm:yh g with to Florida au • Al r. ado Produ C 4416, 1i c ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATES WINDOW HEIGHT 29.955 37.155 44.655 52.165 59.855 67.155 74,855 76.000 ANCHOR TYPE. M 0 Cie) §12-811'48-8 g 0 0 0 N 0 O 0 81"8-8 0 0 0 0 0 0 U p °U © v U Np"p [ 3 Z NU 0 °O 0 0 O'd 0 WINDOW WIDTH GLASS TYPE 19125 H,IJ,K,LL ®11111111111.11111119N IMINEMPENEEMIN M 2FIVIIIIIININIMINIM!! NVI 3 2 NM 32 212 II 24.090 H,1,LX LG !H ��ENNIM!! 212 2'2 !!!I !!® 312 212 A,B,M NCIENNE EMMI 2li- 2 2 gr ININNIE 11111 32,000 C O ,EF,GMILJt11ir1+C1C1C1C1C4L°i H,I,J,K,L 11111111111111111151 ?SP NN 313=43 3112!<i1E1��Gli'1 323 312 2r 2 111111119 -� M .333 312 -�_111111111111111 3 3 mam NI E 413, ■312 1111•11111111111111111111111 ERNE 37.000 59 67 Q_ 79 ��- Almrsummra HGI J.Ka��! ®mm!!M!il �0 79 62 21 Z M�NNIVIEN��N______ 40.000 CD , H.I J,K,L E,P,fl 12:11M191111511MME 1111112115311zna CHI.dK,L; 11121l1 IS 1111111°11911111111111 MINNEM 76 1111 Ill © 111.111111. AMEN I INERINIENIIIININNIINIEN N MINIM 42 4 le 3 3 " 3 423 .11111.11 111111111111111 M M , 111111M RIMIE 44.000 2 .3MINS 11111111111111111111111 IV 48.L19tt PSF 1; Dm 51 spigot] C.D.E,F.L H, E ©U 1 0 ii.i U '324 �f 434 !alumna 424 323 424 '434 4z3 _ 524 _ 434 423 ,.52¢ 53.12$ PS =MD UNE' 79 -�- HI,JK,L BI�E �� Ca�0 1 �L1ii illi�r i 2 3 IN INEM 2 3 f3 NI 4 f 4 II 4' 4 • ✓.J, 1057M1 0 NO CHANGES 71.118 SHEET J.R cr wt� Draw Etir yaw *sloe* Cox FJG 91/1346 F.x maw J.J. 2'28'x7 IIMee C Reelabost 8 EE VENISOMM0SWOR OTYISRESTRICTEDBYS12E 1' +7r1'".t- TCr..- �.. r.qa irr" J STRICTER 8YSI2✓„ 10707E0H1101.03Y OF# NCKOWNI, PL $4173 P.a epx Ism NOKOMIS FL 34274 wsibb &rye, ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4" ELCO SO4 CRETE-FLEX 3- 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. SIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITEDI 117 HEAD 3 °Romer wasum «,mpbrois wfth the Florian IAMB ABOVE 3 3 4u114 q cea4 1 y «^ a+ITQ. RAIL A !"a:., ,0 n !oaf { ©�+ JAMB BELOW WO. RAIL (FULL DP} HEAD 2 JAMB ABOVE 2 2 MTO. RAIL JAWS BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT a.amtme k tare i %xw sxroc NTS I 9 0 11 1 40420 Pro �ti Cmhal 7 it(? • N : fY • Q• r at 13\ °fv. . Nf�I • vSSI0141)°, ` . A. LY MILLItf P.E, FL P.E.#58705 ANCHOR OUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW H@IGHT MINUS SASH HEIGHT TABLE 7 WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: HOR TYPE: WINDOW GLASS TYPE WIDTH 18.125 K,L 24.000 ME .1, K,L 32.000 37.000 40.000 44.000 48.000 DEFJ, K,L z r8 MO N Q N U C HOUHHHHHHHIMEHHHHHHHHHHH OHOHHHHHHHHHHHHHHHHHHHION HOUHHHHHHHHUMUMBEIHROMBH TISTIRTIBRITARTHSTATIVIHNHEM TIMINOWIEHHHHHHHHHHHHIM PSF 7$ 7S 0 ® ©ffil©Q HR HUH HMIH RHHMI 0 70 OMIADKId E 68 89 %1111WEIHNHHHHHHHOHINEHERI 0 3 N U 0 fV N U U r 0 8 U Z 8 I3,E,F,J, K.L ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE. ANCHOR TYPE. WINDOW WDT SASH HEIGHT 2.778 15.778 18.776 21.778 24.778 27.77 30.776 31.106 n T _1 IN 0 1 A minammimummunimmummommim EummumminwimmumMi ........................ menums...mmensmens...... ......... ............ IC's. �.. _� 4 IE1 en ..................... ....................... 24.0!X? 32.000 37.000 40.000 44.000 48.000 53.125 8): d t 1007/1I A GWAr/$3E5 DRS *Err Dais Itettba: dR O47VUN C NC CHANGES MS SHEET aan, ay; ANCHORAGE NOTE$: 1. ANCHOR TYPES: 1- 1J4` ELCO TAPCONS 2 -114" ELCO Sao CRETE -FLEX 3- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOW1ING A DIMENSIONS: HEAD - 181!2" MAX. FROM CORNERS JAMBS -17 112° MAX FROM TOP CORNERS 111J2a MAX. ABOVE THE MEETING RAIL 8" MAX BELOW MTS. RAIL 18" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE. THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A WINDOWS ARE 12 318" MIN. TO sir MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL RN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE LIMITATIONS; A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE VYITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIWED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MM 2 A TABLE 8, KEY: MAX PSF LDP LASTED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 2 ritomFirlegsaw 9n3k1Iijt 1 t� leigor Oder tv1 bake PodAme a faea'.4eX Al cNA iii&sTwcrim BY SIZE i IOTO TECHNOLOGY ORMVE NOKO 4IS, FL 34214 ra.SOX1SM) NOKOMFJ. Ft 34374 1.4.4 y B+ ANCHORAGE SPACING CUSTOM VIEW ALUM. SINGLE HUNG WINDOW IMPACT anaroxo. ALTS 10 11 040.20 1l` .{SLYt3N...s��rr *: 05 op-7, �SSIONA A. LYNN`{(E1.LLI}; P.E. FL P.E:# 68708 EXTERK)R INTERIOR it, ALL HEAD AND SILL DETAil. CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE , (SEE NOTE 1 & 3) A 2x WOOD BUCK (SEE NOTE 4) OPTIONAL 1x s WOOD BUCK (SEE NOTE 4) 3(8 MIN., 114 "TAPCONA • °4.314" MIN., 1/4" CRETE -FLEX DETAIL A 114"J MAX. SHIM WOOD ANCHOR (SEE NOTE 2 8 3)1t, DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 11/4` 1 114° MAX. SHIM I+— I 1/4" MAX. SHIM - "- 13/8" MIN. A 1/4 "dMAX. SHIM claw iavrnl CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3,35 KSI MN. CONCRETE OR 1.5 KSI MIN. C MU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% Por- tit III NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" 884 CRETE - FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" 554 CRETE -FLEY 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1(2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" 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 BUCKS. 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 TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. 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 FBC CURRENT. EDMON. SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MCETINOz RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)Z DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE �. 1/4" MAX. -- SHIM .131 "DIA. MIN. x 2 1(2° NAIL, AT CORNERS AND 5" O.C. Ofsristow DETAIL F, (HEAD) .131" DIA. MIN, x 2 1/2° NAIL, AT CORNERS AND 5" 0.c, DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE aD. INTERIOR (ALL JAMB DETAILS) EXTERIOR FRAME .131" 01k MIN. - x 2 1/2" NAIL, AT CORNERS ANDS" O.C. 0 DETAIL G, (SILL) M D' fill Nnittkor C mman c FJG 11/18/08 S ADD LUPOA Nato Bo is Fit 8/1/05 j�,ter 2E3/Ci7 No CHANGES DO SHEET NO c .wGEs ES SHEET 4010 Test astOSY pR NOKOMIS, 6i .34218 KO, sqx NOKOMIS, PL $4214 uP441e O r a � worst. �I Og1,i Vistbk, Setter ANCHORAGE DETAILS ALUM. SINGLE HMG WINDOW, IMPACT I &°w: *c r rmarAb, $H700 NTS I 11 d 11 4040-20 pxOOUCT RF.VISrID 0-e wmplylnsf with IM Fbtfaa taIaln4cod AccepstuQNa - 4' 3.1^x' 4 TJrsr Zcsa, t,YNN AR 56705 i.QA. s !I e r ti A. LYiIk MILLE~I>t; P.E. FL P,E.# 68705 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: (305) 762.4949 PERMIT APPLICiw�e w Permit Type: BUILDING JOB ADDRESS. q6 N6 qatuA S4 City: Miami Shores Folio/Parcel#: t 13 2 0 l9 ® 1 3 0 0 LI U FBC 20 Permit No. IZ C ' - 3 - L 02o %aster Permit No. e C 9 - 13 ' Z ROOFING County: Miami Dade Zip: 3313 »' Is the Building Historically Designated: Yes NO >/ Flood Zone: OWNER: Name (Fee Simple Titleholder): 1116111 43 gu�bv� .� eo. ('''ts Phone #: Address• 14 N e QZ 5a- City: W i a rn, Si to r4,3 Tenant/Lessee Name: State: 1i' Zip: 33 / 3 Sr Phone #: Email: CONTRACTOR: Company Name: Cor r t. I ` (.e t A,Lt,t. `l o'r7 s Phone #: q5Y i43 33J (° Address. LI 03 4 N. `30\ City; I L1 s rr State: I" Qualifier Name: 6 i, e .1, 4 l Gv . State Certificafioii or Registration if: 'C C-r C 1'352 V Certificate of Competency #: Contact Phone #: Email Address: /fl t"U (2 c&7 ,r)7 4, . CU N) DESIGNER: Architect/Engineer: Phone #: Zip: 3"3 (3-7--c) Phone #: QJL 963 ?-6 s Value of Work for this Permit: $ /" Square/Linear Footage of Work: Type of ` ■ • • ` ❑New URepair/Replace Descrip n ' f ' �` f yn` . �` r ' e .1e-An Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City ' State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the 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 issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ‘ Owner or Agent • ontractor r The foregoing instrument was acknowledged before me this.) The foregoing instrument was acknowledged before me this 5 day of j'V &tc L , 20 \ Ll ,by g„r LW c, l-e s , day of 20 IQ , by who iersonally knov to me or who has produced wh personally o�e or who has produced NOTARY PUBL Sign: As identification and who did take an oath. r Print -� t J1-T ?i 1 e/t- ` cu *fir, GIUSEPPE MANGIAFICO MY COMMISSION # EE008608 EXPIRES July 14, 2014 FwrtdaNamrysIMCe.mm My Commission Expires: * * * * ** * * * * * * * * * * * * * ** APPROVED BY as a tification and who did take an oath. NOTARY PUBLIC: ** ******* ** * * ** ***************************4:***** Plans Examiner Zoning Clerk Structural Review (Revised 5/2J2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.covibuiidinacode Jeld -Wen, Inc. (OR) 3250 Lakeport Drive Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "6100 S/H & 6400 D/H Premium Atlantic" Aluminum Single -/ Double Hung Windows - L.M.I. APPROVAL DOCUMENT: Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LMl", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 08/11/09 with revision "A" dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 0717.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime J. Gascon, P. E. MANMADE COUNTY APPROVED NOA No. 09-0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 Page 1 Jeld -Wen, Inc COR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0093, titled "Premium Atlantic 6400 D/H & 6100 S/H Alum. Window, LMI ", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 08 /11/09 with revision "A" dated 12/17/09, signed, signed and dated 02/11/10 by Robert J. Amoruso, 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 along with marked -up drawings and installation diagram of double-/ single hung windows, prepared by National Certified Testing Laboratories, Inc., revised Test Report No.'s NCTL - 210 - 3588 -3 and NCTL - 210 - 3209 -4, dated 01/06/10 respectively, signed and sealed by Gerard J. Ferrara, P. E. 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 along with marked -up drawings and installation diagram of double -7 single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL - 210 - 3209 -4, dated 08/16/07 respectively, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 07- 071705) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of double hung window, prepared by Certified Testing Laboratories, Test Report No.'s CTLA -744W and CTLA- 744W1, dated 10/15/01 and 01/23/02 respectively, signed and sealed by Ramesh Patel, P. E. (Submitted under previous NOA No. 02-0408.02) E -1 Jaime J. Gaston, P. E. Chief, Product Control Division NOA No. 09- 0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 Jeld -Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PTC, LLC, dated 08/11/09 and 02/11/10, both signed and sealed by Robert J. Amoruso, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours &Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 11, 2009, signed and sealed by Robert J. Amoruso, P. E. 2. Laboratory addendum letter for Test Report no.'s NCTL -210- 3588 -3 and NCTL- 210- 3209 -4, issued by National Certified Testing Laboratories, Inc., dated January 06/2010, signed and sealed by Gerard J. Ferrara, P. E. 3. Laboratory addendum letter for Test Report no.'s CTLA -744W and CTLA- 744W1, issued by Certified Testing Laboratories, Inc., dated November 13, 2002, signed and sealed by James Blakely, V.P. (Submitted under previous NOA No. 02 -0408.02) 4. Laboratory compliance letters issued, as. part of above referenced test reports. (Submitted under previous NOA No's. 02-0408.02 and 07 -0717.05) 5. Sales agreement dated November 30, 2004 between Seasonshield, Jeld -Wen and William J Gills, signed by William J Gills. (Submitted under previous NOA No. 07 -071705) G. OTHERS 1. Notice of Acceptance No. 07 -0717.05, issued to Jeld -Wen, Inc (OR) for their Series "Premium Atlantic "6400" Aluminum Single Hung / Double Hung Windows ", approved on 10/112/07 and expiring on 12/12/12. 2. Sales agreement between Seasonshield, Inc. and Jeld -Wen, Inc. (Submitted under previous NOA No. 07 -071705) Jaime J. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0916.05 Expiration Date: December 12, 2012 Approval Date: March 17, 2010 E -2 JELD -EVEN PREMIU?II ATLANTIC 6400 DOUBLE' HUNG & 6100 SINGLE HUNGALUMI?VUM WINDOW, LMI INS TA L L E l TIO N A NCHO R A GE DETAILS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WRH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007 FLORIDA BUILDING CODE (ESC) AT THE DESIGN PRESSURES) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NCTL 21036883 DATED 01/08110, CTLA -744W, DATED 10116101, CTLA- 744W1, DATED 0123102, NCTL21O3209-4, DATED 01/06/10 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT DADE COUNTY PROTOCOLS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. IX PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND NSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. IN AREAS WHERE WIND -BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 6. WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6083 -T6 (FRAME HEAD. SILL, JAMS) 6063 -76 (SUP -ON NAIL FIN) 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300. 7. DESIGNATIONS XAND O' STAND FOR THE FOLLOWING: X OPERABLE PANEL 0: FIXED PANEL 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd 1.0) HAS BEEN USED FOR WOOD ANCHOR DESIGN. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES & DP. CHART 2 A DOUBLE-HUNG ELEVATION & ANCHOR LAYOUTS 3 A SINGLE -HUNG ELEVATION & ANCHOR LAYOUTS 4 A VERTICAL SECTIONS 5 A VERTICAL SECTIONS 8 A HORIZONTAL SECTIONS 7 A GLAZING & CORNER DETAILS 8 A BILL OF MATERIALS & COMPONENTS INSTALLATION NOTES: L ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN- 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 4. FOR INSTALLATION INTO WOOD FRAMING, USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 3/4 INCHES. 5. FOR INSTALLATION THROUGH IX PT BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 114 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 -1/4 INCH MINIMUM EMBEDMENT (FOR MASONRY) & 13/4 INCHES (FOR CONCRETE). MINIMUM EDGE DISTANCE IS 2-112 INCHES FOR BOTH CONCRETE & MASONRY. 6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FIN WHEN APPLICABLE . 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 8. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.66. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 pi AND COMPLIES WITH ACI 301, ACI 318-06 AND ACI 385 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C430 AND ACI 530.05, GRADE N, TYPE I (OR GREATER). GLAZING OPTIONS DESIGN PRESSURE RATING (PSF) IMPACT RATING 1,2.364 +80.0 /-80.0 LARGE MISSILE IMPACT 8 8 5 F' le •6 E6� .05 Robed J. Amonmu, P.E Raids P.E. Na 49752 ti jib 631/4' MAX. O.A. ."--- FRAME WIDTH 501!2" MAX O.A. SASH WIDTH 46 3/4° MAX. OA D.L.O. WIDTH 76 I4' MAX OA FRAME HEIGHT 3T 32 3J4° MAX. MAX O.A O.A. SASH D.L.O. HEIGHT HEIGHT 3T 32 3/4' MAX. MAX. O.A. OA. SASH D.L.O. HEIGHT HEIGHT STEEL REINFORCEMENT 76 1/4" MAX O.A. FRAME HEIGHT 3T 32 3/4" MAX. MAX O.A O.A SASH D.L.O. HEIGHT HEIGHT STEEL REINFORCEMENT WEEP NOTCH (0.5' x LEG HEIGHT) WEEP NOTCH (0.5' x LEG HEIGHT) ELEVATION DOUBLE HUNG FLANGE ELEVATION EXTERIOR VIEW ELEVATION DOUBLE HUNG FIN ELEVATION EXTERIOR VIEW ALL CORNER SPACING IS FROM INTERIOR BUCK 13# (TYR) 4° MAX FROM f CTR. OF MEETING RAILS (TYP.) r .3" frvp.1 4' MAX FROM CTR. OF MEETING RAILS (TYP.) 4 SPACES T MAX. O.C. (TYP.) ANCHOR LAYOUT DOUBLE HUNG FLANGE INSTALLATION EXTERIOR VIEW ANCHOR LAYOUT DOUBLE HUNG FIN INSTALLATION EXTERIOR VIEW 53 1/4" MAX. OA FRAME WIDTH 501/2" MAX. OA SASH 48 3/4' MAX. AX. O OA D.L.O. WIDTH 76 /4° MAX OA FRAME HEIGHT 37" 32 3/4" MAX. MAX OA OA SASH D.L.O. HEIGHT HEIGHT 37" 32 3/4" MAX. MAX. OA OA SASH D.L.O. HEIGHT HEIGHT ELEVATION SINGLE HUNG FLANGE ELEVATION EXTERIOR VIEW 6" MAX. FROM 10 " MAX. CORNERS (TYP.) r I O.C. (TYP.) 4° MAX. FROM "— CORNERS (TYP.) 3" (TYP.) STEEL REINFORCEMENT WEEP NOTCH (0.5' x LEG HEIGHT) 4' MAX. FROM CTR. OF MEETING RAILS (TYP.) 1111 il ni II f } II 4 SPACES O.C. (MTYP.) ill i ALL CORNER SPACING IS FROM INTERIOR BUCK 13 4' MAX. FROM CTR. OF MEETING RAILS (TYP.) r 3° (TYP.) ANCHOR LAYOUT SINGLE HUNG FLANGE INSTALLATION EXTERIOR VIEW 531/4" MAX. OA _r FRAME WIDTH 50 1/2° MAX OA SASH WIDTH 48 3/4" MAX. OA O.L.O. WIDTH 761/4" MAX OA FRAME HEIGHT 37" 32 3/4" MAX. MAX. OA OA SASH D.L.O. HEIGHT HEIGHT 37" 32 3/4" MAX. MAX. OA OA SASH D.L.O. HEIGHT HEIGHT STEEL REINFORCEMENT ELEVATION SINGLE HUNG FIN Ri.FVATION EXTERIOR VIEW MAX L 3" MAX. FROM CORNERS (TYP.) r 3" MAX. FROM CORNERS (TYP.) L 6 ° MAX. O.C. (TYP.) 0 O 0 0 A WEEP NOTCH (0.5' x LEG HEIGHT) ANCHOR LAYOUT SINGLE HUNG FIN INSTALLATION EXTERIOR VIEW i m 0 U .z Division A 6.05 Robert ..I. Amaueo, P.E. Florida P.E. Na.49762 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS MAX OA FRAME HEIGHT 761/4" 26/8" MIN. r- EDGE DISTANCE 3/16' ITW TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 3/4° MIN. EMBEDMENT EXTERIOR t I 1/4" MAXJ SHIM SHIM AS REQD. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 6 INTERIOR ON SHEET 7 O VERTICAL SECTION DOUBLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE SEE GLAZING DETAILS ON SHEET 7 (ALL UNITS) O VERTICAL SECTION MEETING RAIL (ALL UNITS) SEE DETAIL 7 ON SHEET 7 0 0 !, II7 ^` Q �o Iii 00 0 EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT SH M AS REQ'D. (SEE EXTERIOR FINISH INSTL NOTE 3, SHT 1) BY OTHERS VERTICAL SECTION A DOUBLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE INTERIOR 1/4" MAX SHIM 1X WOOD BUCK BY OTHERS GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 1/2' MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT E W VULKEM FLANGE & '� SUBSTRATE WI VULKEM 118 OR EQUIVALENT STRUCTURAL I _ ADHESIVE SEALANT �r PERIMETER SEALANT 1 BY OTHERS ' #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4' MIN. EDGE DIST. EXTERIOR FINISH BY OTHERS EXTERIOR MAX. OA FRAME HEIGHT 761/4' 1/4 "MAXJ SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) INTERIOR O VERTICAL SECTION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1/4° MAX SHIM 1 1/2' MIN. EMBEDMENT SHEATHING BY OTHERS 3/4° MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) O VERTICAL SECTION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE #10 WOOD SCREW INSTALLATION ANCHOR 8 S a i a U 6i S 411 Paonucraavem es complying wftb0eFludds Building Code Aomy»*b '— �Dnm_y7 /I' ?1 � 405 12 Robert J. Amonmo, P.E. Florida P.E. No. 48782 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS MAX. O.A. FRAME HEIGHT 781/4" 2 8/8" MIN. EDGE DISTANCE 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE BY OTHERS (SEE GEN NOTE Z SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 3/4" MIN. EMBEDMENT EXTERIOR f1 1/4' MAX SHIM SHIM AS REQ'D. (SEE INSTL NOTE 3, SHT 1) SEE DETAIL 4 INTERIOR ON SHEET 7 O VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE SEE DETAIL 8 ON SHEET 7 \0 ° O EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SH M AS REQ'D. (SEE INSTL NOTE 3, SHT 1) O VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION CONCRETE SUBSTRATE 1/4" MAX SHIM 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) CONCRETE BY OTHERS (SEE GEN NOTE 2, SHT.1 & INSTALLATION NOTE 10, SHT. 1) 1 1/2° MIN. EMBEDMENT SHEATHING BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR MAX O.A. FRAME HEIGHT 781/4" #10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) 3/4" MIN. EDGE DIST. MI , 00 © �1.Ifr'OO 00 0 f 114" MAXJ SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) INTERIOR O VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE EXTERIOR PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS INTERIOR SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1 1/2" MIN. EMBEDMENT SHEATHING BY OTHERS O VERTICAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE 1/4" MAX SHIM 3/4" MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) #10 WOOD SCREW INSTALLATION ANCHOR 8 5 8 3 z SO 2 H 0 U z 0 I e es Ym6 Bmarub Fwd. rwaw-O 1b,05 Da. ',Ann . £o12. DadoPtoduct Div6bn RobortJ. Ammso, P.E. Florida P.E. No. 49782 1l4" MAX SHIM are MIN. EDGE D1ST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1 8#10 WOOD SCREW INSTALLATION ANCHOR I yr MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT SHIM AS REQD. (SEE INSTL. NOTE 3, SHT 1) (11,1 0000 VAL' viz -1:01.1t10 0 PERIMETER SEALANT BY OTHERS SEE DETAIL 6 ON SHEET 7 0 HORIZONTAL SECTION DOUBLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE are MIN. EDGE DIST. 2X WOOD FRAME BY OTHERS (SEE GEN NOTE 2, SHT 1) st #10 WOOD SCREW INSTALLATION ANCHOR 1 1n" MIN. EMBEDMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BETWEEN FLANGE & SUBSTRATE WI VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT PERIMETER SEALANT BY OTHERS ! —1/4" MAX SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 40 0 SEE DETAIL 5 ON SHEET 7 0 HORIZONTAL SECTION SINGLE HUNG FIN INSTALLATION WOOD FRAME SUBSTRATE INTERIOR EXTERIOR MAX OA. FRAME WIDTH531 /4' INTERIOR EXTERIOR MAX. O.A. FRAME WIDTH 531/4" 114" MAX. SHIM SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 16" ITW TAPCON INSTALLATION ANCHOR 2518 MIN. '•, EDGE DISTANCE PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 118 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT O HORIZONTAL SECTION DOUBLE HUNG SHIM AS REQD. (SEE INSTL. NOTE 3, SHT 1) FLANGE INSTALLATION MASONRY SUBSTRATE 114" MAX. SHIM 1 1/4" MIN. EMBEDMENT MASONRY BY OTHERS (SEE GEN NOTE 2, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 16" ITW TAPCON INSTALLATION ANCHOR 2 5/8" MIN. }, EDGE DISTANCE 00 0 0 PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT O HORIZONTAL SECTION SINGLE HUNG FLANGE INSTALLATION MASONRY SUBSTRATE 8 g 8' 0-8 s a PRODUCIREVISED avviitAtlmFtmdda RaflOng Aaceptaoso Cods - " _ . 4.05 t '.fl 3Y_ � Mind Division Robert J. Amoroso, P.E. Palma P.E. No. 48782 11/32" (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8" ANNEALED GLASS, 0.090" DUPONT SENTRYGLAS® PLUS INTERLAYER, 1/8" ANNEALED GLASS 3/4" MIN. I GLASS BITE i E INT. GLAZING DETAIL 1 (GLAZE TYPE A) r 11/32° (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: r1/8" ANNEALED GLASS, 0.090" DUPONT BUTACITE INTERLAYER, 1/8" ANNEALED GLASS 3/4° MIN. ' GLASS BITE E 11/32° (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8" ANNEALED GLASS, 0.090" SOLUTIA PVB INTERLAYER, r ■ . 1/8° ANNEALED GLASS 3/4" MIN. ! E GLASS BITE INT. / GLAZING DETAIL 3 (GLAZE TYPE C) GLAZING DETAIL 2 (GLAZE TYPE B) 11/32° (NOMINAL THK.) LAMINATED UNIT CONSISTING OF: 1/8° ANNEALED GLASS, 0.090" DUPONT PVB INTERLAYER, 1/8" ANNEALED GLASS 1 3/4" MIN. I E GLASS BITE GLAZING DETAIL 4 (GLAZE TYPE D) DETAIL 5 DETAIL 6 K a 5 g 6 80 08 3 � � m II � PRoDucruaviaso as wbb0e Fbmida Building Code - -0 14.05 Sr Robert J. Am:also. P.E. Florida P.E. NO. 49762 DETAIL 7 l J FRAME HEAD 6063 -T5 ALUMINUM 0.060" TYP. THK. 1 0.787' Oz FRAME SILL 8063 -T5 ALUMINUM 0.060' TYP. THK. r 2.813° -+1 0.792" F Q GLAZING BEAD 6083 -T8 ALUMINUM 0.050" TYP. THK. �+- 0.752° 0.060. � Q PULL RAIL / LIFT RAIL 6063 -T6 ALUMINUM 0.050" TYP. THK. 1 }T� 1.758' 2.325' 11. 0.93r -4.-1 ® TOP SASH INTERLOCK 6083T8 ALUMINUM 0.050' TYP. THK. - 1.189" 2. k- 0.937" Q BOTTOM SASH INTERLOCK 6083 -T6 ALUMINUM 0.050' TYP. THK. 0.93r i 1.199° 2.0105° 1 0 FRAME JAMB 6063-T5 ALUMINUM 0.050" TYP. THK. 1.812' 2.257' I-.- 2.773' 1.112' 4 TERIALS ITEM # PART # DESCRIPTION MATERIAL MANUFACTURER 1 11395 FRAME HEAD ALUMINUM 6063-T5 INDALEX / EXTRUDERS 2 11344 FRAME SILL ALUMINUM 606378 INDALEX / EXTRUDERS 3 80IGLB GLAZING BEAD ALUMINUM 6063 -T6 INDALEX / EXTRUDERS 4 60IVSI PULL RAIL FOR TOP SASH / LIFT RAIL FOR BOTTOM SASH ALUMINUM 6063-T8 INDALEX / EXTRUDERS 5 60TTVI TOP SASH INTERLOCK ALUMINUM 6063.76 INDALEX / EXTRUDERS 6 601BVI BOTTOM SASH INTERLOCK ALUMINUM 606378 INDALEX / EXTRUDERS 7 11343 FRAME JAMB ALUMINUM 6083-T5 INDALEX! EXTRUDERS 8 60IVJS SASH JAMB STILE ALUMINUM 6063•T6 INDALEX / EXTRUDERS 9 - PU E WEATHER STRIP VINYL! WOOLPILE - 10 - DOW CORNING 995 SILICONE SILICONE DOW CORNING 11 601GLVB VINYL WEDGE (DUROMETER = 75) VINYL - 12 - GLASS (SEE GLAZING DETAILS ON SHEET 7) GLASS - 13 CRS STEEL REINFORCEMENT, (12' X 6/8" X FULL LENGTH) STEEL, ASTM A38 - 14 - ALUMINUM SPRING LOCK (2 EACH AT HEAD & SILL) ALUMINUM - 15 - FIBERGLASS MESH SCREEN FIBERGLASS - 18 - METALLIC CAM LOCK (2 -10' FROM EACH END OF MEETING RAIL) DIE -CAST METAL 17 84SHBKT FIXED SASH BRACKET (8100 SINGLE HUNG ONLY) ALUMINUM INDALEX / EXTRUDERS 18 - 3/18' I TW TAPCON - INSTALLATION ANCHOR STEEL ITW 19 - BULB VINYL WEATHER STRIP VINYL - 20 - #8 X 5/8' P.P.H. S.M.S. STEEL - 21 - #10 PAN HEAD WOOD SCREW - INSTALLATION ANCHOR STEEL - 22 - SCREEN FRAME ALUMINUM - 23 - HOLLOW VINYL SCREEN SPLINE VINYL - 24 45222 SLIP -ON NAIL FIN ALUMINUM 8083 -T8 INDALEX / EXTRUDERS 25 - #8 X 2" PAN HEAD S.M.S. STEEL - 28 84SSTOP SASH STOP (NOT SHOWN) - 2! JAMB D/H;1 /JAMB S/H VINYL - 27 64SCAM SASH CAM ALUMINUM - 28 64B0 BALANCE GUIDE VINYL - 29 - BALANCE TAKE OUT CUP STEEL - 30 64GASK -1,2 FRAME HEAD GASKET FOAM - 31 64GASK -3,4 FRAME SILL GASKET FOAM - 32 - SASH DUST COVER ALUMINUM - ®SASH JAMB STILE 6083 -T6 ALUMINUM 0.045° TYP. THK. o.93r -•-{ �-t- 0.919' i 28 BALANCE GUIDE VINYL 0.149" TYP. THK. 0 VINYL WEDGE VINYL 0.050" TYP. THK. 0.305" ar°o "nv I0.408" 13 REINFORCEMENT ASTM A-36 STEEL 1-.-"1825- 0.50* F 0 SPRING LOCK ALUMINUM l r- 0.765 0.826' F 18 SASH LOCK DIE CAST METAL - eAct t. agar 17 FIXED SASH BRACKET ALUMINUM 0.070" TYP. THK. 1.203 - 1 0.687" 1.013° 2�a SLIP -ON NAIL FIN 6083-T6 ALUMINUM 0.050" TYP. THK. 61 1.375' 0275' -4+ 27 SASH CAM ALUMINUM 0.063" TYP. THK. -10 I GJdr 0 I 4t 8 d I o1 t a � m 0 '‘RODUC7 REVISED ffi complying mwm ` 12. may,; ose V4!IrsF. O TAKE OUT CLIP STEEL u2s O SASH DUST COVER ALUMINUM 0.050" TYP. THK. ® FRAME HEAD GASKET FOAM 0.080' TYP. THK. 0.575° 1.587" I 1 F 2.803" i 0 715° 1 802° 31 FRAME SILL GASKET FOAM 0.060° TYP. THK. Q SASH STOP VINYL 0.080° TYP. THK. n 0.75° 1 F-1.048° Robert J. Amon,o.PE. Floes P.E. No. 48752 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI011335 11/15/2012 Structural JELD -WEN 822 -1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICrtification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must a applied to the product to claim certification status. Please review and advise NAMI if any corrections are required this document. COMPANY NAME AND ADDRESS PRODUCT RATING PRODUCT DESCRIPTION JELD -WEN "Premium Atlantic Aluminum Single 3737 Lakeport Boulevard ' Hung" Window Klamath Falls, OR 97601 Nail Fin & Flange Installation I Configuration: O/X Glazing: Laminate -1/8" Annealed Glass/ 0.090" PVB by DuPont/I /8" Annealed Glass or Laminate -1/8" Annealed Glass/ 0.090" Sentry Glass Plus/1 /8" Annealed Glass Frame: W- 1324mm(52.12 ") H- 1905mm(75 ") Sash: W- 1284mm(50.56 ") H- 826mm(32.5 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pres§ure: +601-65 psf Large Miss le Impact Rated Product Tested By: National Certified Testing Laboratories, In Report No: NCTL- 210 - 3827 -1 Expiration Date: October 31, 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 20A• 0.0 MAX. DIM/ FRAME F F 9- t -I - CC. MAX. TRW MAME y- .• N -I -I I- -21/10011 =II 012'/11• TYPICAL ELEVATION WITH FASTENERS u. =storm iron Eats Elf NORM MASONRY INSTALLATION yr Nor sAt Spaat FRAM SECTION C1YP) VERTICAL SECTION titASS General Notes: o • The product shown herein is designed, tested and manufactured to • • • N' v.. "m 4 N: • - comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including - High Ve1oclt' Hurricane Zone and. the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. - • At minimum, glazing is, Laminate -1/8° Annealed Glass/.090 PVB by DuPont/ 1/8° Annealed Glass or Laminate-1/8° Annealed Glass /0.090° Sentry Glass Plus/ 1/8° Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. 0i1111tfi, os • Maximum sizes are buck sizes and do not include fin or flan it/ ■ ' 0 . 'e∎ PROJECT ENGINEER: -� Hertz 1.-,*•alraED BY: LYHMEDED SY: ARIFITA LU — ,IAMB SECTION CTYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8 °x 75" +60/ -65 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. Use 3/16° Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1-1/4° into the masonry. For concrete (min fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry and steel) to be designed and anchored -to- properly transfer- all loads-to-the-structure. -The, host structure -is the responsibility of the architect or engineer of record for the project of Installation. This schedule addresses only the fasteners required to anchor the �$■• �;•.. product to achieve the, rated design pressure and Impact." 4) . "° performance (where applicable) up to the size limitations noted. Itt is not Intended as a guide to the Installation process and does no= address the sealing consideration that may arise in different wall: * conditions. For the complete Installation procedure, see the.; -O -. instructions packaged with the window or go to, -J www. jeid- wen.com /resources/instailation. . �. •L • . - This drawing and its contents are the property of JELD -WEN, Inc. -# ` ' ,, . and are for the expressed use of determining anchor -..c- y�;,. requirements for this product only. •-'. I. • 12/11/2012 SCALE: NTS 3737 Lakeport Blvd. DIVENKlamath Falls, OR 97601 (541) 882-3451 TmF: Premium Atlantic Single Hung Window Masonry Installation (52 1/8" x 75 ") IDENTIFIER No. NCTL - 210 -3827 -1 FBC PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET Division Venice I NCTL2104827.1 FBC I 00 I 2 of 7 r"cork TTIDtI I k LIONCLC. MAIL FRAME r NAIL MU means F r H I- -I H N -I 13.126' —O.C. MIL TRNI FRAME 1 WIiDI0! WIDTH (112 1/O' MA%.)-1 TYPICAL /ELEVATION WITH FASTENERS General Notes: • - The product shown herein is designed, tested and manufactured to comply,with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRO), the Florida Building Codeincluding High- Velocity 'Hurricane Zone and the industry standard requirement for thestated conditions: • All glazing shall conform to ASTM El 300 • At minimum, glazing is, Laminate -1/8° Annealed Glass/.090° PVB by ` .. DuPont/ 1/8° Annealed Glass_or Laminate -1 /8° Annealed Glass /0.090 Sentry Glass Plus/ 1/8° Annealed Glass: • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective- system is not required where wind borne debris protection is required by local building code. tlrtU�� • Maximum sizes are buck sizes and do not include fin or flan `1�tt "1 F /,� MASONRY INSTALLATION INCLUDING SHEAR PLATE in. Distance From Edge: Min Embedment va• Mox Shin Space r _ SHEAR PLATE i.9/ '11111S1•7 ,JAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8 °x 75" +60/ -65_ YES LMI PER TAS 201-i 203 Installation Notes: 1. Seal flange / frame to substrate. 2: Use 3/16° Tapcon or equivalent fasteners through frame with sufficient length to penetrate-a minimum of 1-1/4° into the masonry. For concrete (min fc = '3000 psi) or masonry substrate (CMU shall conform to ASTM 090). 3. Host structure :(wood buck, masonry and steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Window includes an aluminum 6063 -T6 shear plate with a typical wall thickness of 0.0625° at each anchor point. This schedule addresses only the fasteners required to anchor the S • product to achieve the rated design pressure and impact$ 4) ..•' performance (where applicable) up to the size limitations noted. it~ Z' is not intended as a guide to the installation. process and does nor address the sealing consideration that may arise in different wait * .. conditions. For the complete installation procedure, see th .(y instructions packaged with the window or go to, www.l eid- wen.comlresources/installation. 11. p_ •L This drawing and - its contents are the property of JELD -WEN, Inc. �� • ' ,, ;p• and are for the expressed use of determining anchor ,; �r requirements for this product only. �:,, ;*sir; 40 PROJECT ENGINEER: ° .Hero(, ;- LSD BY: • NI?"' BY: P •T DAM SCALE: NTS 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882 -3451 Premium Atlantic Single Hung Window Masonry Installation (52 1/8" x 75 ") IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG. No.: REM: NCiL- 2ia3827 -1 FBC Window Division Venice NCTL210- 3827.1 FBC 00 sHEEr 3of7 I k FRDM TT T T T 10 O.C. MAx. WIRY Fwure— I- ---- -I 54 HAX. FY011 mean F .4 0.5 MAX. U991 FRAME F F F F F ✓ • -4 -4 F • -I -I -I .4 I--WINDOWWIDTH 512 1/54 TYPICAL ELEVATION WITH FASTENERS General Notes: • - The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code °BC), the International Residential Code (RC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. Frew Ow if Ns embedment of tiro* ifroads post from Shin Sppeeae FRAME SECTION CTYP) VERTICAL SECTION 4E5— DIN 995 GLAZING DETAIL 1/4• Ilex ShIn Specs GLASS BITE Dsw All glazing shall conform to ASTM E1300. At minimum; glazing is, Laminate -1/8° Annealed Glass /.090° PVB by DuPont/ 1/8° Annealed Glass or Laminate-1/8° Annealed GlassJ_0.090 °_ Sentry Glass Plus/ 1/8° Annealed Glass. Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. An impact protective system is not required where wind borne debris protection is required by local building code. ,��t1111►1r1♦♦ Maximum sizes are buck sizes and do not include fin or flan O This schedule addresses only the fasteners requires! to anchor the �∎• � • .. product to achieve the rated design pressure acid impact �" 47..0' performance (where applicable) up to the size limitations noted. iii ■ is not Intended as a guide to the installation process and does not address the sealing consideration that may arise in different welt * conditions. For the complete installation procedure, see thE .� instructions packaged with the window or go toy 1 www.l eld- wen.com /resources/installation. • STEEL INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8 °x 75'+60/-65 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. For Anchoring into metal framing, use #10 TEK self tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min 18 ga.(Fy = 33 ksi). 3. Host structure (metal framing and opening) to be designed and anchored to properly transfer all- loads -to- the - structure. —The- host - - - structure Is the responsibility of the architect or engineer of record for the project of installation. ..0 DATE SCALE This drawing and Its contents are the properly of JELD -WEN, Inc. "ie • ' 'r` f ' "1 =' P and are for the expressed use of determining anchor requirements for this product only. n4 NTS WIVEN3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882 -3451 Premium Atlantic Single Hung Window Steel Installation (52 1/8" x 75 ") IDENTIFIER No. PLANT NAME AND LOCATION: R 2 CAD DWG. No.: REV: SHEET NC1a3827 -1 FBC Window Division Venice I NCI!. 210-3827-1 FBC o0 4 of 7 I t DTI M FRAME MAX. MOM COMERS r r r r -I M y M N r y isms' —e.6. MAX. THIS) /PAYE ,MITI+ c52 yr riec•) --I TYPICAL ELEVATION WITH FASTENERS O O saeurb.' Mtn. Mstance Fran E k of *tee iRreads a Pas* frame ve Max Min Space ALUMNUS SMEAR PLATE FRAME SECTION (TYP) VERTICAL SECTION LDV 895 General Notes: • - The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity-Hurricane Zone and the Industry standard requirement for the stated conditions. • All glazing shall conform to ASTME1300. • At minimum, glazing Is, Laminate -1/8° Annealed Glass/.090° PVB by DuPont/ 1/8° Annealed Glass or Laminate - X18 °AnneaiedSl -assLOs09D1 Sentry _ Plus/ 1/8° Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. 0%0111041 �.� ' #, PROJECTENGAIEER: • Maximum sizes are buck sizes and do not include fin or flankie■ S This schedule addresses only the fasteners required to anchor the ♦♦♦ � � �� product to achieve the - rated design pressure and impact 4Q`�.•' performance (where applicable) up to the size limitations noted. I Is not Intended as a guide to the installation process and does not address the sealing consideration that may arise in different wit *• conditions. For the complete installation procedure, -see tha -o Instructions packaged with the window or go to , ; www.jeid- wen.com /resources/installation. �,► O �L . - This drawing and its contents are the property of JELD -WEN, Inc. +ps, and are for the expressed use of determining anchor requirements for this product only. Steel ,° 0;11 I. GLAZING DETAIL WC Mao Shin Space GLASS 0500 STEEL INSTALLATION INCLUDING SHEAR PLATE 1/4' Max shim Space From Edem © SHEAR PLATE Min embedment of three threads past frame 18 gauge min Steel Stud JAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1 /8'x 75' +604 -65 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2 - For Anchoring into metal framing, use #10 TEK self tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details.Steel substrate min 18 ga.(Fy = 33 icsi). 3. Host structure (metal framing and opening) to be designed and anchored to-properly- transfer - all- loads to -the structure: The host-- structure is the responsibility of the architect or engineer of record for the project of installation. 4. Window includes an aluminum 6063 -T6 shear plate with a typical wall thickness of 0.0625° at each anchor point. " — ▪ E) H • DA 12/11/2012 3737 Lakeport Blvd. DICENKlamath Falls, OR 97601 (541) 882 -3451 are= BY: •* a- • Crr ROVED BY: _ 1Ct� •p TITLE: Premium Atlantic Single Hung Window Steel Installation (52 1 /8" x 75 ") IDENTIFIER No. NCTL- 210-3827 -1 FBC RANT E AND LOCATION: CAD DWG. No.: REV: SHEET Window Division Venice I NCTL 210 387 -1 FBC I 00 5 of 7 20.5. O.C. WM. 1MRU FRAME r • r I- r • I-rremow Marx 052 I/8" M -S y -S M N FROM T FRAME TYPICAL ELEVATION WITH FASTENERS r General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the _Florida Building Code including. High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. All glazing shall conform to ASTM E1300. At minimum; glazing Is Laminate-1/8° Annealed Glass/.090° PVB. by DuPont/ 1/8° Annealed Glass or Laminate -1/8° Annealed G lass /0.090° Sentry Glass Plus/ 1/8° Annealed Glass. Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • - An impact protective system is not required where wind borne debris protection is required by local building code. ��t�f��tttry� • Maximum sizes are buck sizes and do not Include fin or flanrc0 F .,, THROUGH JAMB INSTALLATION This schedule addresses only the fasteners required to anchor the ∎•% � ., product to achieve the rated design pressure and Impact 44 4Q`..•' performance (where applicable) up to the size limitations noted. It„r Is not intended as a guide to the installation process and does not address the sealing consideration that may arise In different watt * conditions. For the 'complete installation procedure, see thC .13 instructions packaged with the window or go toy www. geld- wen.com/resources/Installation. -*; O •. This drawing and Its contents are the property of JELD -WEN, Inc. and are for the expressed use of determining anchor requirements for this product only. ,IAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 I Max Frame -DP - IMPACT 2 1 /8'x 75' +60/ -65 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 x 1-1/2° PH or greater fasteners through the jambs with sufficient length to penetrate a minimum of 1° into the wood framing. For two by (2X) wood frame substrate (Min S.G. = 0.55) 3. Host structure (wood buck, masonry and steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility -of- the - architect -or - engineer- of-record for- - the project of installation. DAM 12/11/2012 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882-3451 IDENTIFIER No. NCR- 210-3827 -1 FBC Premium Atlantic Single Hung Window Thru Jamb Installation (52 1/8" x 75 ") wQr NAME AND LOCATION: CAD DWG. No.: REV: SHEET Window Division Venice I Ncn.2IO- 3827.1 FBC I 00 6 of 7 k 101 FMK r CORNERS r — Ft MA L T RU FRAME r 6- I- F -. -S -S —121NOON WIDTH 022' TYPICAL ELEVATION WITH FASTENERS General Notes: v r- • The product shown herein is designed, tested and manufactured to comply with the wind toad criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High.: Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All lazl g r►g shall conform to ASTM-- E- 1 300. - • At minimum, glazing is, Laminate-1/8° Annealed Glass/.090° PVB by. DuPont/ 1/8° Annealed Glass or Laminate -1/8° Annealed Glass /0.090° Sentry Glass Plus/. 1/8° Annealed Glass. • Use structural or composite shims where required. • installation methods can be interchanged within the same opening. An impact protective system is not required where wind borne debris protection is required by local building code. ��ii I I I l I J f,��' • Maximum sizes are buck sizes and do not include fin or fianos1 ,- O 4 This schedule addresses only the fasteners required to anchor the �� % product to achieve the . rated design pressure and impact 47%o ° performance (where applicable) up to the size limitations noted. It, Z` is not intended as a guide to the installation process and does noi; address the sealing consideration that may arise in different waC * conditions. For the complete installation procedure, see _ thEC g" Instructions packaged with the window or go toy 'A vvwvv..leld-wen.com/resources/installation. • O- • , This drawing and Its contents are the property of JELD -WEN, Inc. "iie ? and are for the expressed use of determining anchor ' y,;�. .� requirements for this product only. +• Ls THROUGH JAMB INSTALLATION INCLUDING SHEAR PLATE Embedment Mtn Distance From Edge' 3/4' 1/4' Max Shim Space ALUMDNUM SHEAR PLATE ,JAMB SECTION (TYP) HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8'x 75' +60/ -65 - YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 X 1 -1/2° PH or greater fasteners through the jambs with sufficient length to penetrate a minimum of 1° Into the wood framing. For two by (2X) wood frame substrate (Min S.G. = 0.55) 3. Host structure (wood buck, masonry and steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the_responsibility_o# the_architect or.engineer_ofsecord_for__ the project of installation. 4. Window includes an aluminum 6063 -T6 shear plate with a typical wall thickness of 0.0625° at each anchor point. PROJECT ENGINEER: ▪ OtWN 131. H, -'_ aria= BY: APROVED BY: P r i&Iry DATE 2/11/2012 SCALE: NTS JE1111)IY"EN 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882 -3451 TITLE Premium Atlantic Single Hung Window Thru Jamb Installation (52 1/8" x 75 ") IDENTIFIER No. NCTL- 210 - 3827 -1 FBC MNi NAME AND LOCATION CAD DWG. No.: REV: SHEET Window Dhrision Venice NCTL210- 3827 -t FBC 00 7 of 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Premium Atlantic Aluminum Single Hung Window for Florida Product Approval FL# FL Report No. 2284 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Windows Single Hung Premium Atlantic Aluminum Single Hung Aluminum 52.125 "X 75" Prepared For: JTLD -WEN, inc; 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 01/08/2013 Contents: Evaluation Report Pages 1— 4 *_ -0 :TAT / z. !. <S1 .......... • '', /, Ott 9 /ONAl- ��` % Digitally signed by Hermes F Norero, P.E. /i t l l l l i% ' Reason: I am approving this document Hermes F. Norero, P.E. Date: 2013.01.18 19 :31 :11 - 05'00' Florida No. 73778 jIt Lil 611 /1\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 01/08/2013 Report No: 2284 Manufacturer: JELD -WEN, inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Premium Atlantic Aluminum Single Hung Window 52.125" X 75" Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions NCTL -210- 3827 -1 -FBC, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL- 210 - 3827 -1 -FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL- 210 - 3827 -1 -FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 01/08/2013 Report No: 2284 Certification Agency: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a Certification Agency through National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST 9341) Report #: NCTL- 210 - 3827 -1, Report Date: 10/12/2012 2. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization #: CER 1773) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrar /P.\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 01/08/2013 Report No: 2284 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For steel stud substrate, use #10 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (NCTL- 210 - 3827 -1 -FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Installation Methods: Design Pressure Positive 60 PSF Negative 65 PSF Refer to Installation Instructions (NCTL 210 - 3827 -1 -FBC) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 PERMIT # CONTRACTOR: �l JS )11, 'CJ C&JrwT SUBMITTAL DATE: I /(0 1,1 ADDRESS: 9' bSNAME: ,V RESUBMITAL DATES: Ai PROJECT TYPE: 1 ` 2I iL�� 1TrLre ZONING FIRE STRUCTURAL IMPACT FEES mss. /�i ELECTRICAL 439` HRS/DERM PLUMBING 1.4,y,„(14) NOC MECHANICAL ei 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: (305) 7614949 BUILDING PERMIT APPLICATION Permit Type BUILDING JOB ADDRESS: V( NE ft 4d.SA Permit No. Master Permit No. SFP 6,6 LU13 FBC 2010 0 ROOFING City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel #: /, 3206 - 0 /3 - 00 VO Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 'Ma «'tom 3 CO 374.4 ('O Phone#: Address: t%& N F P'2" City: M /'9"..irr .'S hmt,m State: F- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Corr :sr I t tQ Cfp j o). Phone#: (IA 8 6 3 33-f @ Addr 4654 N o 30-14- &a- City: l ct state: PG Zip: 3'5 67.5:=, Qualifier Name: CI1 d s�,pr/�- rNn 01-71.o Phone#: /SY q673 335 State Certification or Registration #: Ckt /S 1° gao f 0 Certificate of Competency #: Contact Phone#: Email Address: S i ufep pe € CO( (S h 'l(S . can-► DESIGNER: Architect/Engineer: Phone#: tr, 50 Value of Work for this Permit: $ �i b �0V - Square/Linear Footage of Work: Type of Work: OAddition alteration ONew ORepair/Replace ODemolition Description of Work rrama./ apterwmAGO +rl%e- ✓� � r Li in D® ) Color thru tile: ********* * * * * * * * * *** ***** * * * * ** *** * *** *F ************* * * * * * * ****** *** * * * ** * *** * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Cotnpany's`Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commnced 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted, notice, the inspection will not be approved and a reinspection fee will be charged Signature 4 r--kk Owner or Agent The foregoing instrument was acknowledged before me this'd efl day of 1JJ--W , 20 t2i , by et c, -D'art It 143 who is personally known to me or khihas produt . DL. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print ntractor instrument was acknowledged before me this . -, /42 who is perso My Commission Expires: APPROVED BY "' ' c MY COMMISSION # EE008806 04' EXPIRES July 14, 2014 • 407) 3904153 FlorldeNofery$ervloe.00m 7.7 Ar/Q. Pl ans Examiner o has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised 3/12/2012)(Revised 07110/07)(Revised 06t10/2009)(Revised 3115109) Zoning Clerk