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WS-14-842 (2) t q 6' Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228048 Permit Number: WS-4-14-842 Scheduled Inspection Date: March 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: , Work Classification: Window/Door Replacement Job Address:2 NW 108 Street Miami Shores, FL 33168- Phone Number (305)773-3101 Parcel Number 1121360110090 Project: <NONE> Contractor: CAP PROPERTIES LLC Phone: (305)773-3101 Building Department Comments REPLACING 13 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False MFInspector Comments Passed CREATED AS REINSPECTION FOR INSP-227592. CREATED AS REINSPECTION FOR INSP-227375. CREATED AS REINSPECTION FOR INSP-227082. CREATED AS REINSPECTION FOR INSP-227050. CREATED AS REINSPECTION FOR INSP-211351. Windows and doors not Failed ❑ installed per product approval. No letter No permit on site No access Correction ❑ Supply letter from Eng/Arch for structural attachment with 2 X Needed Windows with gaps> 1/4" ����e �lv s•�S Re-Inspection ❑ "'()�y Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 02,2015 For Inspections please call: (305)762-4949 Page 14 of 29 P.E. #25316 C.A. #27413 Jorge E. Garcia, P.E. &Associates, Inc. 14721 Dade Pine Avenue Miami Lakes,Fl 33014 305-558-3530 cell: 305-877-1679 e-mail: jorgeisa@comcast.net February 24,2015 Miami Shore Village Building Department 10050 N.E.2nd Avenue Miami Shores,FL RE: Permit#WS4-14-842 Owner: Xavier Capdevielle 2 NW 108th Street Contractor: General Impact Glass&Window Corp. Miami Shores, FL 33168 Work: Installation of High Impact Resistance Aluminum Series "18000" Horizontal Sliding Glass Windows,Series"20000"Single Hung Windows and Series"21000" Fixed Windows, per approved permit at the site referenced above. Attention: Building Official and/or Structural Building Inspector Dear Sir, At the request of contractor General Impact Glass and Windows, Corp. ("General Impact"), per your comments , I have performed a review and evaluation of the installations work for the components referenced above to make sure that they were in compliance with the N.O.A.'s, FBC and Shop Drawings approved under Permit#WS-4-14842. My review shows that according to construction plans a 1" Wood Buck was required to be independently anchored to the opening's concrete structure as part of the proposed components' framing installation details. Based on information provided to me by the installer's supervisor for"General Impact", once the existing windows and doors were removed and openings size were verified,they found that in some of them in order to provide a tight fit of the new components it was necessary to utilize P.T. 2"x 6" (1-1/2" nominal thickness)Wood Bucks, which were permitted by the N.O.A.s of the components being installed. Even though the N.O.A.'s in reference note in page 1 states "Wood Bucks by others",the 2'x 6" provided by "General Impact"were obtained to comply with Wood type,grade and specified Sections of the 2007 & 2010 Sections of the Florida Building Code and were properly anchored to transfer loads to the building structure, as required. Page 1 of 2 i The 2" x 6", where needed, were anchored to concrete opening headers, sills and jambs with %" diameter tapcons, 3-1/4" long, spaced @ 6" c.c. (staggered) and with the required edge distance (See photos attached). With tapcons penetration of 1-3/4" into the concrete structure, a structurally monolithic and integral interconnection was achieved once the installation and anchorage of windows and doors were completed, in accordance with their respective N.O.A.s specifications and details. "As a routine matter, in order to avoid possible misunderstanding, nothing in this evaluation should be construed directly or indirectly as a guarantee for any portion of the structure". To the best of my knowledge and ability,based on past experience for this type of work and information furnished by the Contractor to complete my evaluation, it's my professional conclusion that the installation as performed is in substantial compliance with the FBC, the specified N.O.A.'s and Shop Drawings submitted and approved, thus satisfying the expected structural integrity of the subiect components. Furthermore, my review also shows that the Wind Pressure calculations were based on the most critical opening Tributary Areas for applicable Wall Load Zone conditions,with design pressures obtained by far within and under the applicable N.O.A`s approved pressures. Therefore, certification is made under all these considerations, which represent the most accurate evaluation to the extent reasonably possible. Should you have any questions, please,contact me at above address and/or phones. Res ectfully, e E.Garcia, P.E. la. license#25316 C.A.#27413 A / 2- Cc: General Impact Glass and Windows, Corp. Page 2 of 2 A a i i u iEngineer, PLLC. 8215 LAKE DR #13502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerplic.com; E-mail: juan@iengineerplic.com 101T- Y PAGE I/64 nn JJUPY COVER SHEET DATE: April 17, 2014 PROJECT: WINDOWS & EXTERIOR DOORS REPLACEMENT ADDRESS: 2 NW 108th St, Miami, FL 33168 CLIENT: This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 64. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 64. 00 00. . . 1141. .. � • . . . •. 0 00 0 0•: : : : : :': Engineer PLLC, C 29119 "• •• • • • •• Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE(1)PERMIT ONLY. • ••• •• ••• 000 • VALID ONLY WITH RAISED PE SEAL -AAIYCORRECTIOqINI:MARKS,Y1A1ItE&i UT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. • •• • • •• • • • • Of • • • • • ••• • • • • ••• • • • • • • • • • • • • Wngineer, PLLC. 8215 LAKE DR #13502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.lenginee[plic.com; E-mail: ,}uan@iengineerplic.com PAGE "/64 INDEX DESCRIPTION PAGE Wind loads calculations. 1 Horizontal sliding window NOA 12-0206.08 5 Outswing door FL4334.2 23 Single hung window NOA 12-0206.06 31 Outswing door FL8959.4 44 Fixed window NOA 12-0206.07 53 .. ... . . . . . .. .. ... .. . . . .. . ... .. ... ... . . . . .. 000 .. 000 . . . . . . . . . . . . .. .. . . .. ... .. . .. • WINDOWS &DOORS REPLACEMENT AT 2 NW 108th St,Miami, FL 33168 1/64 NECAWind Version 2 . 1 . 0 .5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2024 www.mecaenterprises.com Date 4/17/2014 Project No. Company Name Designed By Address Description City Customer Name : State Proj Location : File Location: C:\Users\JUANMORENO\Documents\JOBS\XAVIER CAPDEVIELLE\2 NW 108th St, Miami, FL 33168\CALC\WIND 7-10, ASD WINDOWS N DOORS.wnd ]Directional Procordure All Heights Building (Ch 27 Part 13 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.94 : 12 Slope of Roof(Theta) = 13.76 Deg Ht: Mean Roof Ht - 13.00 ft Type of Roof = Gabled RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 2472.00 ft^ 2 Bldg Length Along Ridge = 49.00 ft Bldg Width Across Ridge= 49.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 = 0.92 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems 000 • .. . . • . •.• . 000 0:0 00: 000 WINDOWS &DOORS REPLACEMENT AT 2 NW 108th St,Miami, FL 33168 2/64 eta h L z id J I B B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2472.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWF'RS-Wall Pressures for Wind Normal to 49 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +Gcpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Klev Kz Kzt qz Press Press Total shear Moment ft psf +GCpi -GCPi +/-Gcpi Kip K-ft -------------------------------------------------------------------------------- Windward 16.00 0.86 1.00 57.34 28.81 49.18 63.04 49.42 395.36 Note: 1) Total a Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.56 -37.11 -16.74 Windward - Max Cp -0-H -12.59 7.78 Leeward PeiV ttl:titigj! .'„ ; :0. -31.82 -11.46 Overhang liop (Witid�ftrda • • •0.'46 -26.93 -26.93 Overhang Top, (eeeward)• • • •0.4.9 -21.64 -21.64 Overhang Mn&&1d Mlyf ' ' 6.80 38.47 38.47 MWFRS-Wall Pressures f?r j`ind.4grmVL1 to 49 ft wall (Along Ridge) 000 .•. • • . . • wam . . :04P tip . . •Pressure Pressure .• • • • • •.• .•. • .• • • +GCpi (psf) -GCpi (psf) • •• •• • . • •• •• WINDOWS & DOORS REPLACEMENT AT 2 NW 108th St, Miami,FL 33168 3/64 --------------- ------ ----------- ----------- Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Mall Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -(;Cpi +/-GCpi Kip K-ft -------------------------------------------------------------------------------- Windward 16.00 0.86 1.00 57.34 28.81 49.18 63.04 49.42 395.36 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(pef) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.5 ft -0.90 -53.46 -33.09 6.5 ft to 13.0 ft -0.90 -53.46 -33.09 13.0 ft to 26.0 ft -0.50 -34.22 -13.86 26.0 ft to 49.0 ft -0.30 -24.61 -4.24 •• ••• •• • • • •• •• • • • • • • • • • • •f • • •• •.• ••• ev • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOWS &DOORS REPLACEMENT AT 2 NW 108th St, Miami, FL 33168 4/64 MECMind Version 2. 1.0.5 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 4/17/2014 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\Users\JUANMORENO\Documents\JOBS\XAVIER CAPDEVIELLE\2 NW 108th St, Miami, FL 33168\CALC\WIND 7-10, ASD WINDOWS N DOORS•.wnd f a 3L 21r3 3 +3 I Roofer not fr 1 1 1 1 shomm JY 71 1 112 21 1 1 4 1 1 1 IS a 1 1 1 1 NVatls GaMe Roof 7 ,e 0<--45 a Wind Pressure on Components and C3addin Ch 30 Part 1) Width of Pressure Coefficient one "a" = 4.9 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 Gcp GCp psf psf ----------------------------------------- ----------------- --------------- 1 --- ----------- -------------- 1 W 4.5X4.33 4.50 4.33 19. 5 0.95 -1.30 63.86 -83.59 2 W 9.33X4.33 9.33 4.33 40.4 4 0.89 -0.99 60.69 -66.35 3 W 2.17X3.25 2.17 3.25 7. 5 1.00 -1.40 66.75 -89.38 4 W 6.17X4.33 6.17 4.33 26. 4 0.92 -1.02 62.49 -68.15 5 W 6.17X3.25 6.17 3.25 20. 5 0.95 -1.29 63.73 -83.34 6 W 5.25X3.75 5.25 3.75 19. 5 0.95 -1.30 63.81 -83.50 7 W 1.17X4.58 1.17 4.58 7. 4 1.00 -1.10 66.75 -72.41 8 W 3.83X3.25 3.83 3.25 12. 4 0.98 -1.08 65.80 -71.46 9 W 1.17X2.17 1.17 2.17 2. 4 1.00 -1.10 66.75 -72.41 10 W 3.17X3.25 3.17 3.25 10. 4 1.00 -1.10 66.62 -72.28 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 56.57 psf • •• • • • • ••• • ALL WING PRE$�,%JI4ES 4RE F;OR �Rl=e JFOR ASD MULTIPLY THEM EY 0.0 ••� •�• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r r � MIAMI•I�E MIAMI-DADE COUNTY ®,21111 PItODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadL.gov/econoitt Impact Glass&Windows,Corp. 290 West 78"Road Hialeah,FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other 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 revolve,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed t4 comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 1120000 High Impact"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No. 15-163,titled"Series 20000 High Impact Single Hung Window —Large Missile Impact Resistant",sheets 1 through 9 of 9,dated 06/04/15,with revision#1 dated 06/04/15, prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control,Approved", unless otherwise noted herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE,MENT: 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:slag Wiprbvtded'to the user by the manufacturer or its distributors and shall be available for inspgctioj a*&: 'b�si it thio request of the Building Official. This NOA renews NOA#14-0326.01 atrtl comiststf this pages 1"rd evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Mmmel:4erez,P.E..• . . % • . . . • . . T.:O .. . . .. . NOA No.15-0624.02 Expiration Date: May 27,2019 ApprovalDate: October01,2015 . Page 1 ••• •• . . . •• .• t General Impact Glass & Windows.Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0319.08) 2. Drawing No 15-163, Sheets 1 through 9 of 9,titled"Series 20000 High Impact Single Hung Window-Large Missile Impact Resistant",dated 06/04/15,with revision#1 dated 06/04/15,prepared by Tilteco,Inc.,signed and sealed by Walter A. Tillit,Jr., 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 Entiy 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 5/16"and 7/16"HS laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5807,dated 01/21/09, signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA#09-0319.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 03/17/09,and updated on 06/04/15 to comply with FBC-51h Edition(2014),. prepared by Tilteco,Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. (Submitted partially under NOA#09-0319.08) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB GJan Ipterlayer.daWAQ4/25/15,expiring on 12/11/16. . ... . . . . .. . old . ... ••• •• • • • • • • • •• • • Mantle) Z, .]''.. • • ' • • • • • • • •• Product Con tr Exa ner • • • • •• • • •• • .. NOA No. .02 Expiratiou Date: May 27,2019 • ••• Approval Date: October 01,2015 ... .. . . . .. .. . . . ... . . . ... r r General Impact Glass&Windows,Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition (2014),dated June 18,2015,issued by Tilteco,Inc., signed and sealed signed and sealed by Walter A. Tillit,Jr.,P.E. 2. Statement letter of no financial interest,dated March 2,2009, signed and sealed by Walter A.Tillit,P.E. (Submitter)utt(ler NOA#09-0319.08) G. OTHER 1. Notice of Acceptance No. 14-0326.01,issued to General Impact Glass&Windows, Corp.for their Series"20000 High Impact"Aluminum Single Hung Window-L.M.I., approved on 05/15/14 and expiring on 05/27/19. .• ••• • . . • . •• ..• . .. . . . ... . • . • . • .. ... .. . . . .. • ••• •• ••• ••• • Manuel eC • • • •• • • • • Product Control Ex in •• • . • . • • • • • • •• • •• NOA No.15-0 Expiration Date: May 27,2019 Approval Date: October 41,2015 • • . • • • • . •• •• . . . •• •• ... . . . ... . . GENERAL NOTES: I. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 8. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW (A) TO EXISTING POURED CONCRETE: (MIN. f'c = 3192 psi), MIN. EDGE DISTANCE (E.D.) = 2 1/2". LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. — 1/4.0 TAPC9I ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITN/BUILDER, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1020OF THE ABOVE MENTIONED CODE, USING (COMPONENT THRU 1" P.T. WOOD BUCK. ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) = 2 1/2` IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL — 1/4'0 TAPCAJ ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY f}W/BUILDEX, INC. BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE (COMPONENT THRU 1" P.T. WOOD BUCK. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 33% (C) TO EXISTING 2xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS. FASTENERS SPACING — 1/4"0-14 SCREW ANCHORS W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITN/BUILDER, INC IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. (COMPONENT 3). THIS WINDOWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH (D) TO EXISTING MIN. 1/8- THICK ALUMINUM TUB 6063—T5 ALLOY) MIN. EDGE STANCE SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER — 1/4^0-14 TEK SCREW, AS MANUFACTURED BY I1W%BUILDER, INC. (COMPONENT (E D.) = 1/2". FENESTRATION TESTING LABORATORY REPORT # 8807 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, ) PERFORMED AS PER SECTION 1816 OF THE FLORIDA BUILDING CODE (E) TO DUSTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-853 OR 2. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THIS WINDOW SHALL BE AS SHOWN ON A-36) MIN. EDGE DISTANCE (E.D.) = 1/2". SHEET 4 (SCHEDULE JQ. ` — 1/4'0-14 TA SCREW, AS MANUFACTURED BY ITW/BUILDER, INC. • •• .(COMPONENT U3 ). THIS ;ERIES!2002 • HUN10. PROVIDE 1/4- MAX. LOAD BEARING SHIM SPACE (TYP.). • E%U • • • • • 5fla HIGH-IMPA" S NGLE HUNG WINDOW LARGE MISSILE IMPACT 442E ISTANT I APPROVE•D FgR�•AIR•AND WATER INFILTRATION S�� ct`ucntal 11• REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED SPEET 41. •• ( j`1 ON ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 000000 •••g•• •••• Q E•,•�i�•C,•, 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURERS 5.•� IU S 0241 5P 22411.5.2 OF TFIE�FIOR DSA BUILDING CODE. IMPACT RESISTANT SHALL COMPLY WITH LABEL Lgg0. SHSHALL AE PLACED ON A LL BE PLACED FOR DILEVERYSUBLE LOCATION. SHALL READ AS FOLLOWS: 6. ALL ALUMINUM ERTR9911S SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy= 25.0 GENERAL IMPACT GLASS AND WINDOWS. CORP. jj1jMUM. THE-THICKRESS OF Aft•EWRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. HIALEAH, FLORIDA MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. 7 ALL SCREWS USED FOR ASSEMBLY OONNECTIONS (METAL TE METAL) R IN STAINLESS ST 0 304 OR 316 13. a THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A •7i16P SERIES OR OT)RROSION RESIlT111R•00lATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD ( ) .VI , AND%Q k1i•1tNSILE SWRENQIV & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. .4411.3.3.4. • • • •••••• •••• • • (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING 8. WOOD BUCKS 19Y OT��tIERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM STRUCTURE WOOQ�eCKS MUST BE SOUTHERN PINE, G = 0.55. AND SHALL COMPLY WITH SECTIONS THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL.ONLY BE USED TO II��I lr� N PERMITS IN THE STATE OF FLORIDA II/ILII �,A»•••.'j' 1' FLORIDA BUADINO CODE(High YeboHy Hlmicmte Zone) PRODUCTRBVISBD111 • ®2015 7=00nte.0 »>4m 5r1 ae yfo$wilb9*via" a • ••t I.ARGEMISSILE IMPACT RESISTANT F.%L �^^ IL E C O mc. 28D WW�8 HPAFAK DATE 08/04/15 mLr rasn•!6�N�WNOOM � =e W-8103 L S a as si. xamu a�aq a s�1ce FA%, $88-8886 �i .�.'°°tm21-1�.rm 1 a�5++,5�1 15-163 P •' �. .� e-amlC 86eeoomLc•n *z�i0'•.,,, RIO,,.••�11 ��1�`lrry' obcra. aw8n6o V. OR i aaasm„ 0 Y W4 ev1 6161MFDADECOIgiIY SHM 1 of 9 f 1 IL n4L d78• '�• b• fA aO'+' as .Om• ( ) .087' .7rC .roY .4fo• LtOr REF.- .1•r Lt 9 rart 4om` am• .Ols' r A8tarr .r- t aer �' .oef• .t7a' .W6' Orr 1 — — raw .1m ae¢' .a r fenar .— arm .�• All, �. I.i 1�• ' t.Op' uIr r .a0r •o' ffi 1' is low— arr ase• .•es• .w' sat asr a7r O1 FRAME HEAD 71 a1Ct �r ®FIXED MTG. RAILFOR SCALE 1'- 1• mr 6063-T6 ALLOY&TEMPER 3 FRAME JAMB sauE 1•= t' SCALE r = ,• O2 FRAME SILL O 8083—TB ALLOY&TEMPERS—TBW OY do TEMPER SCALE 1'= 1• 6063—TO ALLOY&TEMPER •• • •69:404 • atr 6063-76 ALLOY&TEMPER • • • •• •• srr 1O•--a.an- t.r�r ayr__ • • • • .oxt • Tr aOr xer: — ••• 00 717 . .ut R ruin- ae• .11Y ffi•'� .we-• • • • ,p8• •••• UA aw Ar 000 0� " nmf Aw nOfn• •b=�„". •Fw mi W. r• 7$ � N.OIt• Ar • • arr (•) nora asr ••• • • 0. — f9 am• r ,7r aer • •roO• • A 0 .tOr' .ITr e• 1 . .16 .178• .f9s• ••• ••• ."r A r 016• .Iffi• 100• r -tv ••• art R.O10' .17r /� aer Mr— Parr •19D' a :00 .o>r,m ,psr • AfrAr .00T a8/' (�TpT� ' P WFLI W. 009 • •�• - ••••• r •' + FOR\Vv� d, ®�`IAZII�IG BEAD •• b Mt V. • a'r a°r SCALE 1•a i' Som .3 r ; 0,0 FOR •rJ 4 jB" GLASS••i 6063—T6 ALLOY& TEMPER1•• *SCALE 1-r V Q w O7 VENT SIDE RAIL 6063-TO•,tier&TEMPER VENT TOP RAIL H.D.® VENT TOP..RAIL "°' SCALE 1•_ ,, OBD SCALE 1'= 1- SCALE 1'a 1• Aw ©VENT BOLI RAIL 6os3 TB ALLOY&TEMPER 6063—T8 ALLOY&TEMPER 6063—TS ALLOY&TEMPER ' SCALE 1 1 6083—TS ALLOY&TEMPER arr r L7 a8Y .787• .foo• .ttr ar ��� Atee• 4n3r .180• ,• aro• aer ar a• COMPONENTS aerIJNTIN e74 4 N• SCALE ,/2•o ,• E .140•,7,p•a 0• 6063—TS ALLOY&11]APER 1 aoLFLORIDA BNLdNO CODE(NO YObOripHwft tm Zone) ,�. �' PRODu)CTRSYIS67) 033 .•�J(i •'• 02"slam=w- $EMS MW KIWI NPACT S[NCAE HUNG WINDOW mm en e7r mr m eemplft WMft rmft � ' LARM K8SU WACT RESWMT LILL aer ae4 Aecept•meNe� lL E C C 1me. 200 WE F1 3301{ 08/4/15 4B0 TfF9T 76 ROAD 80 GLAZING BEAD IOD' �, fr n8e 20F� :* . / * T4/UM t ENMEM l•COMPANY Pry 668 6103 FOR 7/1 B" GLASS °" BY tEOF r�, .'°' "�,�•`��c =„`'�°° +` 666—eeee OVENT LATCH MTi4m, Z remE iO00mloloom 15-183 SCALE 1'o ,' SCALE 1'n 1- 13� ML7E N�A,741ff4,91r. P.L fn.fo fOtb0011 =cx ffr. �r fu" Dug=ab 8083—T6 ALLOY&TEMPER 6063—TS ALLOY&TEMPER MAM14MUECOL6R1f 1,4 FlOR7DA l,e.441 7 1 m n.oe +� smmT 4 0r e 1 . BILL OF MATERIALS TED/ DIJON MA4BRUL 1 FRAME HEAD 6063-Ts 2 FRAME SILL 6063-Ts 3 FRAME MM 6083-Ts 19 OR®OR@ (SEE SCHEDULE ON SHEET 4) 4 FMED MEMO RAIL 606$-Ts •• . 41 AWMINUM INSERT BAR FOR 4 6063-T6 II II s VENT Top RAIL 6083-T6 1 1 c RD VENT TOP RAIL 6063-T6 V ALUMINUM INSERT BAR FOR 6063-T6 s VENT BOTTOM RAIL 6063-T6 II II I 7 vENr SIDE RAIL 8083-48 COP V) Q o� 1 0 6 GLAZING BEAD FOR 6/16"GLASS 8063-Ts QAZ=BEAD FOR 7/16CLASS 8063-46 W s VENT LATCH®6"FROM ENDS -T6 LATCH SPW 8 R RING ST.STEEL. y GLAZING BULB VINYL. NEOPRENE (SEE SCHEDULE FRAMELY SCREWS.(20)e8 z V PH SMS ST.STEEL #1 ON SHEET' 4 3 SASH QiM• • 6063-T6 + 1 • 14 1 WFATHER STRIPPING b FRAME 51RIPPING• • • • BLOCK&•TACKLE OAIANCE • CLEM r FROM CORNERS MAK AND JIi�S• 2 ••tni 102*OC( SAT/MIDDGIASS Bif�!'lIIVVATiON, FWJ9C LOYpE BBEL AND GASKET SILICONE ••• • FLB-28.✓tl . •• • • SAM agy• • •• in N • + GLASS.O.32s'OVERALL IAMDWTED GLASS WITH(1) 1/8"HEAT STRENGTHENED GLASS 1 • +A 0.,Qp8g0p''�B�UTAta(E•PVB DREIER BY Ki1R4RAY AMERICk INC.+(1) 1/8'HEAT N SRiENGAIGIM C)U6S • • - C) • •••g• GLASS,0.444,OVERALL LAMINATW GLASS WI1H(1)3/18'HEAT STRENGTHENED GLASS • +A 0.0WGBUTACHE•PVB WTM"OY KURARAY AMERICA,INC.+(1)3/1 s•HEAT - EXISTING STRUCTURE seees STRENGTHENED GLASS • (SEE SCHEDULE $2 • GLASS.*A44,o4Z LAMINAED GU3S WITH 0)3/'6. HEAT STRENGTW"GLASS +A O.OW SOWWW WVtLAYNOY KURARAY AMERICA.INC. + (1)3/16'HEAT - ON SHEET 4) • STRENGTHENEO GLASS • • • ® or • DOW CBRRNWG 795♦ • •ffiALSILICONE SEE SCHEDULE y SEALANT,IED PANEL FRAME.FRAME ALL AROUND(M50OR AND INTERIOR).FRAME SILICONE / ® CORNERS AND VENT CORNERS. 2 ON SHEET 4) ANCHORS, 1/4*0 TAPCON ANCHOR BY HW WILDER,INC. STEEL ® OR STEEL. 14.0-14 TEK SCREY,BY RBU W' LLDEX.iter TO WOOD BUCK,ALUMNUM TUBE STEEL GLAZING DETAIL ® COLONW.MUNTW(OPTIONAL) 8063-Ts SECTION SCALE N.T.S. ® (4)NYLON GUIDES LOCATED AT VENT JAMB SIO.ES AT 4 1/4'AND 35'FROM BOTTOM NYLON USING 1 X l2—PH SMS. ® PH S SM GUIDES LOCATED A EACH END OF VENT MEMO RAIL USING(2)#6 X V NYLON FLORA BU0.DRIO CODE 0{19fi Velocey Hurth•freZone) A/ •2DIS TIMM 9= HIGH C I G I ,m,W, TeamPRODUCTROV0 �J�y�Q':•'•"............ ENT••` ;, LARGE t�ussaE IMPACT RESISTANTas campt F�1 Bmiftm A ptaveeNO t C2 I L E C O E N0. �6= /y� ..t ~ TILLIT TaariNo a ENQWE[•oHe COMPANY P4DNE( 688-8103 BY Proa�a �/'q * o 'v°vu.. eIt°`�NtecL 'a —N.4( 666-8686 1 -163 tm ` PRAWM OAUFdFA71.8N�.E. MVW4DADECOUNTY T.Z E 611 Lb.4444, _ h SINGLE HUNG WINDOW SCHEDULE1 WINDOW D. p PP RE YNONUM NNt m YA1mAU11 MA)MAM MAN" MAMMUM Rmurm RE4HBtFD CASE/ PAWO POSSURE FRAME WIDTH FRAME HEiOHT D.LO d DLO.V n,^ e' DIAL*e MAM BEAD BBI OF MEMO RAL �W=(SEE SCHEIXRE/, TYPE A/5 SURFACE +80.0,-80.0 pet 12.0 paf 531/0- 74 1/4` 33 1/4` 47 3/8' 33 5/8' 47 1/4' © ©9 ®+® 4' (OPTIONAL) Oa' 8 +90.0.-90.0 pef 13.5 pef 53 1/8' 74 1/4' 33 1/4' 47 3/8' 33 5/8' 47 1/4' ll1 100.0. -100.0 pef 15.0 pef 44• 741/4- 33 1/4' 36 1/8 33 5/8` 38' / ® ® ®+®+ ry .120.0, -150.0 per 18.0 pef 531/8- 74 1/4` 33 1/4' 47 3/8' 33 3/9' 47 1/4' ®+ O . ..... D/6 d I = D/6 MAXIMUM ANCHOR SPACING SCHEDULE 92 B/� OR Ile/51 SEE oErAus , . ,J Vf[ •• • THRU 4 s . . . SgiEDIAE/2 SUBSTRATE Mme / OF ANDMS 0000 i•••• 'I WAX D.La A' 1/4.0 mN 80 OR LESS 13`oc. 13'ox- SEE CEBO.2(3 • • •••••• CONCRETE BUILDIX T N >80 TO 100 f0—1/2"o... —10-172-9.c- gg 3 4 • • ••••• 4 ANCHOR >7�TO 150 7 o.a Y oc. 5EE 4 • 1/4'4 ITW 80 OR LESS 13'C.C. 13'o.c. SEE • •• BLACK BUILDIX T N >80 TO 100 10 1/2'o.c. 10 1/2-o.o SEE DElWb 3 •••• ••••• E/7 _—iL— II _ /7 ANCHOR m tso 7 cc. 7 O.C. SEE 4 • • • -g-o •' — — 1/4`0-14 ITW/ 80 OR LESS 15 1/2'o.c. 13.D.C. SEE • •• ••:•• SPACING(SEEo I I I I 2 OR® WOOD BUILDEx >80 To 100 12 1/2- c.o. 12 1 z'o.0. SEE OETNI!2 • ••••• II XII j/.. As ar,PLICAeLE s�Ew >10o TO HEDULE!! •....• /. ALlRUEM 1/4.4-14 ITtV/ OR LESS 18 1 2'ao. 13`o.a STS DEfM.1 2 At4CFgFS) ••••• C 5=t=4 //, TUBE OR So" >80 TO 1DO 14 1 2 • SUR MDm sc3tEw 7yE�(( 13'o.c. SFE g DEWS:0 >i�TO 150 9 1/2'o.e. 8 1/2'oc gg • •04, ••••• QLQ b• • • • 2 OR© 2 OR® • • 2 OR • ♦' 1' • • •• ••••• AS APPLICABLE AS APPLICAi•E 6PPUCAHLF• (2)2'X0.25'WEEP $ $ •••• 'S =ANpIOR 2 OR® Mme. SLOT AT 2187' (a AS APPLICABLE FROM ENDS. SCNEOULE/2) 1n TYPICAL EXTERIOR ELEVATION (OX). H SCALE: N.T.S. f1CTA�� �L���� �t * NOTE h1 AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY sHALL BE DETAIL 1 DETALW 2 DETAIL 3 DETAIL 4 SUCH THAT ht +h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT 2 ANCHORS 3 ANCHM 4 ANCHORS 5 ANCHORS INDB`Y hl.TED ON SCHEDULE B1. H THATALLY,DM DAYLIGHT OPENINGS OP84 cRFV REQUIREMENTS - NC,�HORS CONCENTRATION AT ENDS OF MEETING RAILS BY ht AND h2 SHALL BE SUCH THAT MAXIMUM DAYUGHI'OPENINGS'0' AND'o'INDICATED ON SCHEDULE 81 ARE NOT EXCEEDED. 1 a' 11' '� SCALE: N.T.S. FLORIDA BUILDING CODE"Veb*Hmrbmiezm) PR,OiM=RWAM ,41 ,f' Ci i'ti e2Ne mlcce W. A N oRAwN en mw�e me Ptald� ; �,. J �1 Q�'��'-s �� LARGE MWIE WAaRESISTANT F&L Acs M..No _ / � � .,,�� I 7 LTE O INC. 220 wlsr 76 ROAD 00/04/1$ ewfisam Date !ll✓✓✓'ll ' .,y�j - MUT TMINO.e7100RMM ZE-WA-r HFA FL J3-41 oAre aw�rMrye4J=cI pHONE��09e-91aa L�i dt °�"�'''t,R ,+3M`. 4 °`arm —.°4 15-163 f®0i Pra4xt ? t� 0 e-® Lrom �, oRAta4w no RACIER w lnta ,E. ay.o moep az o a. aas�s om Mwe9 cAOEcouNTY s e FLORaA Lb 4i�� ae a es SRER 4 OF e n r,, —�If�l�';�1, ., `•uo'I(' v,. l�I�I� �• ,e ,.u7li• ��*. , © �.'t� i t �� O• `'� I II���. IL �.. O:v � "IL�� � !III © HI 4. � � \�7.� � jIl' '1 H1.. -�7 _ •. �,�, ,� � 'I�J��I ���,.r?\': .:, — ,��r"jib�'-T�: ���a" R •III i�%� �I I`;� �' �Fi r�}., FA F ' rrq Fm �7 : _1•� . �./r -I :SII lil. ;a� .; ..,.:, �,1' 1 i moomoo � Y�rftyt4�� SEE SOf= 12 CN SAW 4 035' 0.25' MAX.SmM MAX.SHIM 1' x BUCA.T. K \ 1 • , �b 6 1 7 2 e,. (SEE NOTE 8/1) a 5 OR (® + oPTIONAI 2 ° • Q W (BEYOND) BEYOND 6 A".*.'.*.*.*.:I . . i z s d e.. SIW a a C� MIN. E •MD1: . z Z NOTE 1mg/l.Oe Alm • /� az B CKO 1 4 1 l.l_' OR 9�OR lgl—' 11 1 1 ` `a °' is 3 g CNSW4 9Df�11E�Y --MAX. D.L.O. d•(SEE SCHEDULE 81 ON SHEET 4 8 .•,'s.. . •' .: • w s tET 4 . FRAME WIDTH(SEE SCHEDULE$1 ON sHEET 4) M SFW 4 i . J7. .... STEEL MEMBER BY OTHERS .• ° °' • •• SNAIL CONFORM TO AS.T.M. MM DADE COUNTY --,• ,•• .'',.. k; • •••• A-500 A-653 OR A-36 W/ APPROVED MULLION (UNDER •• •.-. s' i' .; '• • 12 GAGE MINIMUM WALL XTERIOR CONCRETE THICKNESS. SEPARATE APPROA�AL) '' • .••.-.• CONCRETE•• 0.25' � WALL:•••• SEE SOfLUEMAX.$HIM 0.28' .:-. •. . �2 M SH'.ET 4 MAX,SH01 • • • • o A61 2 ® 2 1 � i••••• ••i•• ( ) 5 OR (® + ®) ormonul (BEYOND) 4 •o• 4 • • •••• LJz\. ZW •• • • ' y •• • • •• ••••• © O • • • • Tr Ld MIN. c O • • EMBEDMENT MIN. •••• 2!4z NOTE-9/1 .<.—.—.:_._— AKDMEN 0 1 — — SEE 22 OTE 9/ 1 4 11 4 OR ®OR 4 1 1 1 1/6•MINIMUM WALL 3 1 gE s�EnuE�1 3 THICKNESS CNEfEr a 8 OR V60U83MI T5 ALLOY OR 9mmmu#1` MAX. D.L.O. E"(SEE SCHEDULE#1 ON SHEET 4) ME S0fDJE#1 M SEET 9 FRAME WIDTH(SEE SCHEDULE#1 ON SHEET 4',tEE iii M 9fII 4 XTERIOR 111TI4 `��� '7. FLORIDA BUILD=CODE(F�I+vdoc$y Htmic"Zom) PRODUCTRBYISSD �� ••'�,C omia 7a cce wo. °� m=Ar 7ftft No" a•� +•• f LARGE IINSSILE U+4PACT RESISTANT riLL SECTIONS D-D �g 2 3 * IL ECO INC. E�°� 08/04/15 INSTALLATIONS INTO WOOD. POURED CONCRETE. °�° 1 1.171 T®nNo 4 a melo aowPANr PHOM( 880-e103 CONCRETE BLOCK OR METAL. Br y 0*f� ,���°'°'d '„�-..& ��ro' ,.,— a FW'( ;�',dw,� S^ WAL70 A E imm 7Ua.WJ7 441Jt 87.E. •r.p m nay our m.r mays ms MUIIFDADE COU7 s �� m Mm 7 • 1 1 SNRT 8 OF 0 yiiniiNn SEE Sof= 12 ON SW 4 0.28• 0•25' D.L.O. 'b'(SEE SCHEDULE�1 ON SHEEP 4 NI 1' x P.T. MAX.SHIN OOD BUCK OR OR :: °. .e (SEE NOTE 8/1)0� 6 1 7 ONSEET 4SE SMILE z zz 9fkT4 \ 11 e 4 MIN. � b: NOTOff E 1 5WE NOTE 9/1-" N a p 8 O OR a3 SMILE#I Ln PIN.2*x 4 CCNNS 4 61 2 ws a 1 1 �W BUCK 1 3 GPTrowt. 3 °'a m .a MAX • ••o••• • •• .FRAME WIDTH(SEE SCHEDULE 11 ON SHEET a) 'a •. ••••S�.MEMBER BY OTIMENS ••• � SHALL WEL MEMBERMBY OTId RS XTERIOR Mumu paoE couNn ••••9L•500 A-"OR A-86 W/ • • APPROVED MULLION(UNDER CONCRETE • 12 GAGE MINIMUM WALL t • • SEPARATE APPROVAL) OR CONCRETE • THICKNESS. •••••• • 0.n' D.L.O. b'(SEE SCHEDULE#1 ON SHEET 4 0.98' BLOCK WALL ••••s• • •• •• W.SHIM REQ'p. sg saECUE • • • 9 OOR .�eNr a •• •• • •:•• 1 • 7 1 ONSFE�W4 i1 7 1 6 1 1 9 ( W4 � ... .. o� � EMMBEDb1ePR, — Bm w 5 �z NOTE l�tfJ*• SEEgz 9/1 8 8 1 4 SEE smam 6q UNI 9 4 SaEEULE�1 2 CN SW 4 1/9•MINIMUM WALL 3 0PTIONAL 3 THICKNESS ALUMINUM ALLOY MAX FRAME WIDTH(SEE SCHEDULE#1 ON SHEET 4) 6083-75 XTERIOR � ,�� -..y, "� FLORIDA BUILDING CODE OIDh VOW*Haml=w Zane) PAODUC'FRBVLSBD p •••�C ✓ •SDIB TC.7[C0 INC. T NNAw BYt �• 0 NNm iIJM Wbb We FMmkkt `•• • LARGE W881E WACT RESISTANT SECTIONS E—E ��� .aa T1 L E C-0,,,. „„�FL„� °6�n 15 V"TnV=•NMN WAW C011PAW 1RKtF1E 868-6103 INSTALLATIONS INTO WOOD, POURED CONCRETE. �' 14 _y�/ � #: iAN 15-163 CONCRETE BLOCK OR METAL To`•. OF an k ao SCALE 1/2 1` 9r 'ir MAI.1 b N41(i7P•E m.w �aar®oo� aw wcr mwa � SXifT 7 �e ���iiiiN//to r . ` 12 (3) #8 X 1" PH SMS I I I I I � �\ 1 1 � `\ I \,\ 21 CONT. SILICONE 12 (Z) PH SMS `\ `� 3 I I \\ I '\ OI1(o+®) I �\ I �\ 21 CONT. SILICONE I I I I I I I I 2 1 I I • 1 C� �a 3< bye• • i •• • '.CORNER CONNECTION AT FRAME HEAD AND SILL l��pNau�vi�.�g ••• •a• •• SQU 1/i.* = 1" • FLORIDA BUILDM CODE(Ifo Veb*Wmimm Zone) PROIDEXTREVOM barna m�dl tta • 2001�HIGH WACTSINGLE HUNGWINDOW mm m m J� LARGE MISSILE MACiRESISTANT l'N!�, WAZ%FL 33M4 VATIC !pp FILL litl TtLLrr 7ESTM t MOODUMM maAN4 ITL mm Sae-alas 6a 'i bM.• m.AS LPbSp� m m.w mmfewa OF aar 1DR5A'a-m1a63 a!:" •Am COlNY NA1&OAE 7 • 3 No a SII<YT 8 Oi 9 • , o 5 OR + SAI) 7 D2 (2) #8 X 1" PH SMS 6 12 (2) #8 X 1" ` PH SMS CORNER CONNECTION AT 000 ••: ; ; 00. BOTTOM VENT .: .': : : :.: •. . . . . . . . SCALE 3/4" = 1" •• •••. •• • . • .. FLORIDA BIALDIMO CODE (lilgh V9Wo$y FWntwneZa*) PRODUCrRERSW r• «.•JAU....�•rJ� • ' � QEMISIGfi31LEIMPACTRESISTANMPACT SINGLE HUNG f NDOW oPFA er: ButlQins Cada ..•...�_ �LA ray. BWWna0a N0 15-OG24.02 • L Q 1NC.' • 290 WEST 76 FtW OB/04/16 • .� t� • i MO.B OOMPANT • PHONE HPLM X668-BtOS DATE Y Pmdtwt 4�: /may em K. IIW , :'tDtaa +w'�� 11 o eA i ®-0008719 a o aoD as Tee■ masws era o9Al 4mm COUNTYMW 9 OF 9 •• • Fl9 a 1 u1�7P'r••• e A/7�M rl • • • • . • . • . . '��i�iIAIIINnr • .. 0: • . • .. .• f 4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI008080.02 1955 Powis Road Certification Date: 06/02/2007 West Chicago, IL 60185 Expiration Date: 05/31/2021 ` r Revision Date: 02/20/2015 Product: Metal-Edge Steel Impact Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites w/Wood Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 Impact Rating: Large Missile Impact Rated The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wwwAamicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Test Missile ***• Configuration or or Test Report Number Maximum Pressure Pressure. Impact Drawi$g Ndgtber&••••• 00*0 Outswin Opaque Size Pos/Ne X I/S Glazed 3'0"x 8'0" +47/-50 Rated Coltfinel6ts •• • .• Single 2.86 psf Yes NU=-X132-1 • •• • ••i• Maximum Wool Ser 3'0"x 8'0"• • Si gleF Glazed 3'0"x 8'0" +50/-50 6.0 psf Yes Anchor De 'I- -FL017 -OS ••••• 8.25 psf* NC-A, 10-3432-1 •••••• • p Maximum Pane tize:3'0"AV' 000000 •••• XX Glazed 6'0"x 8'0" +47/_50 Anchor DeM t4f -FL017 8 •• ••i••• Double 2.86 psf Yes NC PU 21[)•3432-1 •••• ••••Maximum Qap41 :3'0"x 8'0"•XX • Double Glazed 6'0"x 8'0" +50/-50 6.0 psf Yes Anchor D ails�Nl -FLO176-08 • NCTL-210-3432-I •••••• ••• 8.25 psi' Maximum l:anel$7j:3'0"x•8'0" • • XO/OX I/S Anchor Details-MA-FL0176-Q&•• •• 000 Glazed Door 6'0"x 8'0" +47/_50 2.86 psf Door-Yes • • Single w/Sidelite Glazed Sidelite NCTL-210-3432-I Sidelite-Yes Maximum Panel Size:3'0"x 8'0" • XO/OX O/S Glazed Door 6'0"x 8'0" +50/-50 Anchor Details-MA-FL0176-08 Single w/Sidelites Glazed Sidelite 6.0 psf Door-Yes NCTL-210-3432-1 8.25 psf* Sidelite-Yes Maximum Panel Size:3'0"x 8'0" OXO I/S Glazed Door 9'0"x 8'0" +47/-50 Anchor Details-MA-FL0176-08 Single w/Sidelites Glazed Sidelites 2.86 psf Door-Yes NCTL-210-3432-1 Sidelites-Yes Maximum Panel Size:3'0"x 8'0" OXO O/S Glazed Door 9'0"x 8'0" + Anchor Details-MA-FL0176-08 50/-50 6.0 psf Door-Yes Glazed Sidelites 8.25 psf" Sidelites-Yes NCTL-210-3432-1 Single w/Sidelites Maximum Panel Size:3'0"x 8'0" OXXO I/S Glazed Doors 12'0"x 8'0" +q7/_50 Anchor Details-MA-FL0176-08 Double w/Sidelites 2.86 psf Doors-Yes NCTL-210 3432-1 Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 8'0" OXXO O/S Glazed Doors 12'0"x 8'0" +50/-50 6.0 psf Doors-Yes Anchor Details-MA-FL0176-08 Double w/Sidelites Glazed Sidelites 8 25 sf NCTL-210-3432-1 p Sidelites-Yes Maximum Panel Size:3'0"x 8'0" "High Dam Threshold Anchor Details-MA-FL0176-08 National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: J y[ aL Op METAL-EDGE STEEL DOOR UNIT V � V-0'GLAZED DOUBLE DOOR WITH!WITHOUT SIDELITES 149'VA 0►OWL FRAME WM = 21' MAX 36.375'MAX. A.L.O. %EASTRAGDTH 41 I 3£RAME MAX 4 OL U GENERAL NOM �U T. EVALUATED FOR USE IN LOCATIONS ADHERING TO E- THE FLORIDA BUILDING CODE AND WHERE PRESSURE � � Q) REOUIREMENTS AS DETERMWED BY ASCE 7, MINIMUM Ly DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, m DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN O 000000••••• -i ACCORDANCE WITH SECTION 2220 OF THE FSC. �!j • y • o***••• •• ••• n • • •• 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 • • •• • AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. • • • 5. PLASTICS TESTING OF LTTE FRAME MATERIAL: •• ••• • •• '.� m TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740'F 1, 650'F • •• • • RATE OF BURNING ASTM p635 0.77 IN M N • • :0-0-- 0 ••••• KF-D ASTM D2843 13.4% • •• • • TENSILE STRENGTH- ASTIR p638 7.50% OFT •• ••• • •• •• •• • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • • • • 4500 HOURS XENON ARC METHOD t 0. 00 to DOUBLE DOOR UNIT W/SIDEL1TEScaffsamw % : 0 0 es 14• • Rewwwk • prow • • •••• • • • • •• • n. Z i - Li Li Li L1 Li Li 11 1 Li I on • �o SINGLE DOOR UNIT .DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE ODOR UNIT SINGLE DOOR UNIT W/SIDELITES DOLS E DOOR UNIT WISIDELffES WITH SID IT WITH SIDELTFE Q ci z WHERE WATER INFIL I N IANCE IS w1E: 218108 TABLE OF CONTENTS DESIGN PRESSURE RATING RE UIRED TO BE 157 OF DESIGN PRESSURE �/� scNe N.T.S. SHEET # DESCRIPTION C NFIG MAX WIDTH INSWING Ot1TSWING INSWINGTSWI 0 orrG SYVS X 7. +47.0 -50.0 +50.0 -50.0 +1"00 = 19. -19. + -4 . U. - 1 TYPICAL ELEVATIO & E NOTES XX 74 +47.0 - .0 + - .0 +19.0 -1g0 +14&0 -40. DMX.BY: HORING LOCATIONS do DETAI OX or XO 7 +47.0 -50.0 +50.0 - +19.0 -14 . -4 . KURT BALTHAZOR osAlr�Ns�• ORING LOCATIO & DETAILS 0X0 712.5 +47.0 -50.0 +50.0 -50.0 +19.0 -140. -40.0 FLORIDA P.E. DWG-MA-FL0776-08 +19.0 -140.0 - .0 #58533 " ugh m ThreshoW Design SHEET T OF a 00 00 6' SEE DETAIL g' � "31 E" I 1 1 1 I I I _I _ I_ (n n 3" " '� O U n = C-4U�C) — W W N Y n SEE DETAIL _ TL N W W Ir O - N ••• • V _ : ••• ••• ••pass B 8 L@)— SEE DETAIL • !!44 SEED L tui—. •••••C' •c. - 6" 3" io �/ 0 _ •e•e•• 6` 8" 6` 00, •••e•• •e• •• as I l l y �1 C 3. 3 • • • • • s • 6" SEE DETAIL 6' • F" #8 x 2-1/2" •••• i •••• • •• • a z ASTRAGAL RETAINER BOLT HOLE a #10 x 5/8" MUST BE DRILLED THROUGH v #8 x 2-1/2" SAIL "E" ASTRAGAL THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 2-1/ ATTACH ASTRAGAL RETAINER BOLT #10 x 1/2" STRIKE PLATE TO FRAME FORA 1.375" THROW #8 x 2-1/2" #10 x 5/8" AS SHOWN. DETAIL "F" ASTRAGA1 0 #10 x 1/2" 3W Aw O 2iSERr #10 x 2-712 0.090•SWLEx (Maw 14-0423.17) ,�—(�m DETAIL "C• 3MM AN3W TEMP. aZ DETAIL "D" CeNfisganN4 IMsno , 1 alb 1 ft 0.962' �r, 2 8 08 -�- 1.75' 1.047" DON 032 "� '' WW 9.32 N.T.S.5 1. 315" OR EQM 0R EOUL T Tcm.9Y: >�s s aaw.xi rNt.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD TYPICAL a�1NG DETAIL Dwc-va-11or7e-ae IMPACT RATED GLASS s�w 2 or SEE DETAIL 'E' SHT. 26• 6• 4 DO fk n I 3" a_U n a= m v toU SEE DETAIL 'D' SHT. 2 ` N � O C K � U _ fl4.3'-io SEE DETAILn "C" SHT. 2 '^ A A D 06' 6" 6. 6.3. 6' 6'Add�bAi M SEE DETAIL3 • "F" SHT. 2 6" 6• • • • • C pm" • • •••••• � HARDWARE SCHEDULE '••• ••••• • MIN" 1 _ 0.25' 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND •• o L MAX ATTACHMENT DETAI SHIM SERIES 980 GRADE 1 DEAD13OLT TO BE INSTALLED N 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �I �` AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 z CL SIGNED AND SEALED BY LUIS R. LOMAS, PE (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED (FLORIDA #62514) WITH THE LOWEST (LEAST) �' ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP FASTENER RATING FROM THE DIFFERENT FASTENERS AND (1) AT BOTTOM. BEING CONSIDERED FOR USE. JAMB, HEAD, AND TYPICAL MASONRY 2• 4" X 4" FULL MORTISE BUTT HINGES. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ANCHOR INSTALLATION x/10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL a SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". °"•" t 1'x1/2" CORRUGATED ¢10X2" WOOD SCREW (2) tOX2-1 2 WOOD SCREW EDGE DISTANCE MIN -3/4". 1.50" 3" FROM EACH END 6" FROM EACH END WO9D SCREWS" MIN .25.25 AND Y OC AND 12" DC EACH END 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM" E aZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT CL_� �, ACRYLIC OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CAULK ® ME 218108 MINIMUM EMBEDMENT OF 1-1/4". ACRYLIC ® uJuc N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO euLK _cL Dwa g" SINS cm.TYPICAL WOOD BUCK �, TRANSFER LOADS TQ STRUCTURE. TY � ANCHOR INSTALLATION COMBINATION COMBINATION COMPOSITE -. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 4-9/16" MIN JAMB MULLION (BOXED) MULLION (BOXES)) MULLION (INTEGRAL) DWD- -F+o1�s-os Luis R. Lomas P.E. 233 W Main St Manufacturer:Masonite Danwne,VA 24541 Report 0:501 B 434d86-M Date:05!212015 oMffl ldomasge.com Product Double Door with sidelltes 12W ARMS: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and It applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO121-05 DWG-MA-FLO131-05 DWG-MA-FLO148-06 DWG-MA FL0171-07 DWC,MA,FL0123-05 DWG-MA-FLO133-05 DWC-MA-FLO152-06 DWG-MA-FLO173-07 DWG-MA-FLO125-05 DWG-MA-FLO135-05 DWG-MA-FLO154-06 DWG-MA FL0176-08 DWG-"FL0127-05 DWG-MA-FLO139-05 DWG-MA-FL0161-07 DWG-MA-FL0129-05 DWG-MA-FLO141-05 DWG.MA-FL0163-07 Anchors to be qualified: 1,#10 Wood screw,for installation in wood frame substrates. 2.1/4a Tapson,for masonry installation Anchor capacity In shear condition: So1W aanbe's w/6 w/out gap: Fastener type:910 wood screw (NDS 2012,TR12) bap: g: 0.0000 in Root dmmeter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: L140 in Screw bending yield strength: F.y= 80p00 psi Side member:Douglas Fir-Lurch Moi.member:Spruce-Phx-Fr Side member thickness: t.= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F.s 4.650 psi Main member dowel bearing strength. Fm,= 3,350 psi Side member dowel bearing length: 1.- 1.000 in Main member dowel bearing length: I.: 1.140 in Mode I. Made I. Mode IT Made III„ Mode III. Mode IV q.. 509.2 Win qs= 707 lbs/in A. 0.0008 A: 0.00120 A: 0.00134 -A0.001689 P: 5W.51bs P: 70716s 8: 1.07 9: 0.57 8: 0.5 6: 0.000 Ko= 2.200 Ko c 2.200 C: .342.139 C: -212.263 C. .223.524 C: •93.6 7.s• 264 Ibs Z,a 321 lbs P= 265 Ibs Ms= 46.8 imlbs Min= 46.8 in-lbs Ko= 2.2 P= 246 lbs p= 263 lbs P= 235 Ibs Min.Design value: Z= 107 Ibs Z. 120 lbs Ko c 2.2 Ko a 2.2 Ka= 2.2 Duration Factor: Co: 1.6 Z. 112 lbs Z. 119 lbs Z. 107 Itis Allowable Design Value(ZCo), Z'• 171 Ibs/ond- Fastener type:1/41 ITW Tapson N.O.A.12-0816.06 Substrate:Mallow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z• 202 Ibs Edge distance: 2.00 m Tubulated sheor design value: Z• 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value. Z= 202 lbs spa"; 2.00 in Tabulated shear design value: Z= 166 Ibs Actual spacbg: 3.00 in Reduction factor: 0.91 Allowable Design Value(ZfW: Z 156 lbs/anchor mau san anchor capacity: 156 lbs/anchor Mole:Anchors whh&a reap aapaehyls used nor ealaulaaoro m quaff anchors,wllh higher capooty. Anchor ca/eu/anons,minlmum mayog anchors Design pressure: 55,0 psf 36.38 36.38 AreaIon x°n. Anchor Zane 2 Ind.(in) O.C. Cap. Load Result Al 7FAI 71 (ft) (Ib3) (in) as) �' Obs) A2 i A2 95.25 A, 2.3 126 N/A N/A 156 1 126 OK A2 9.7 535 6.00 21.00 156 5 107 OK Al Al A3 9.7 535 N/A N/A 156 4 134 OK Design pressure: 55.0 psf 37.50 36.38 36.38 37.50 Max, Anchor. r -T_- T I----I Zone Area Load Ind.On) O.C. Cop. Load Rawlt Y Y_ Y_ Al (ft2) cog) an) cis) (Z'y (fie) Al 2.4 134 N/A N/A 156 1 134 OK 95.25 Az 10.0 548 6.00 21.00 156 5 110 OK Al Aa Aa Al A3 9.8 542 N/A N/A 166 4 135 OK A4 2.3 126 N/A N/A 156 1 126 OK 147.75 a, 9.7 1 535 N/A N/A 156 4 134 OK . .. . . . . •.• . Veo- 0 00 • . . • . V. • • • . . .. aaF ° af • • • • • • • • . .. .. . . . .. .. ••• • • • ••• • • Luis R.Lomas P.E. FL No.:62514 1 of 3 5/28/2015 f 7 Luis P. Lotrulrs P.E. 233W Main St Manufacturer. Masonite Dawdle,VA 24.541 Report* 501B 434-688-oW9 Date: 05/21/2015 rllomasAldom asoe.corn Anchor Locations: Double door with sidelites -F— i 93 I iR i I i i m t � o I i 1___r_ __ --_.+_ -._-.__._._�._--_—____._�______._ g �o �ts 0 N Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. ro R !t t i9r�, / 1 'O Az� . ••• •• ••• ••• . AT ••. • • . . .•• • ,/1//Z4MALMrr�,` • • • ' • ' • ' Luis R.Lomas P.E. • • • • • • • • • • FL No.:62514 2of3 •:• V ': '•' •:• :' ': 5128!2015 Luis R. Lomas P.E. 233 w Male 3t Manufacturer. Masonite Danville,VA 24541 Report* 501 B 434-68e-oso9 Date: 05/21/2015 rllomas(rDtrlomasoe.com Anchor Locations: Double door 36.38- -tet+ 36.38------ �-', 6.00 TYP. 6.00 TYP.-1"-- -_ 18.19 TYP. 3.00 TYP.--�} 6.00----- T 16.65 � MAX.O.O. i l 95.25 I i I I I I i i 6.00 Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. \`��11tfIl.l111j�� R• to •• ••• • • • • • •s �\` • • • • • // 7 .t • •• • • • • ••• • .� �♦ ay�C s� .� • • • • • • • • • 1 + • •• ••• •• . . • of • • ••• Y• ••• ••• • V- ATIOF .. 0NAl. • Y • • • • • • Luis R.Lomas P.E. • • • • • • • • • • FL No.:62514 3of3 •:• :• a: ••s •:• :• a: 5/28/2015 r Florida Building Code Online Page 1 of 3 , I TOT BCIS Home ; Log In : User Registration ; Hot TOPICS i Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map Links Search B ; Dep 6sinusines Profei � I Product Approval USER:Public User Regulation Product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL8959-R5 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR Shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By • •• • • • • ••• •• 00 000 so Product Approval Method • Me�l�o�l 1 Optipp A••• ••• • • • • • • Date Submitted •j6/*V015 i i i• • i•• 000 Date Validated •• 06/0+/2015 • Date Pending FBC Approval Date Approved &44/ 015 • • • ••• • • • • • • • •• •o • ••• 0 o 0 • •t• i• •� t Florida Building Code Online Page 2 of 3 Summary of Products FL 7F Model,Number or Name Description 8959.1 Metal-edge Steel Side-hinged Door 6'-8"Impact Glazed I/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8959 R5 C CAC NI008080 01 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+50.5/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8959 R5 II FLO174.odP Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL8959 RS AE 5028 odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See detail DWG-MA-FLO174-07 for additional information. 8959.2 Metal-edge Steel Side-Hinged Door 6'-8"Impact Glazed O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8959 RS C CAC NI008080 01 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8959 R5 II FL0174.1)IAF Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL8959 R5 AE 502B.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See detail DWG-MA-FLO174-07 for additional information. 8959.3 Metal-edge Steel Side-Hinged Door 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8959 R5 C CAC N1008080.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +47.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8959 R5 II FLO176.ndf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL8959 R5 AE 501B.odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required.See detail DWG-MA-FLO176-08 for additional Information. 8959.4 Metal-edge Steel Side-Hinged Door 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8959 R5 C CAC NI008080.02,PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8959 R5 11 FLQ176.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures lis v. EL8D59 4,15 AE E01 f 12'-0"x 8'-0"max nominal size.When large missilempact 9 E,Veg bt Iraiegen ent Third Party: Yes resistance Is required,hurricane protective systerrift NOT • • ••• • required.See detail DWG-MA-FLO176-08 for additional • • • • • • • 00• information. •• 000 • • ack Ahxt • • • • •• • • • • • • • • • • •• • • •• • • • • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Prlvacv Statement::ACiMlillity statement::Aerund Statement ••• • • • � • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 3 of 3 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.it you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: me FOR OR M nf'Cttrt ?tfi"rAtL"S' •• ••` 0 i ••• i ••• • • •ii w . i e•i •• e •• ••• •• • • • •• ••• • • • • • • • • •• •• ••e ••• •• •• 006 • 0 ' 2116 Florida Building Code Online � rda parmtent� SCIS Home i Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts ' Publications FBC Staff BCIS Busines product Approval Professi I USER: Public User Regulation Product Approval Mgnu > Product or Application Search > Application List>Application Detail FL # FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be re the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Referenced Standard and ear tpf,St!nia;d;e: Standard Y �•� �• ' • • ••* TAS 201 1 ��• TAS 202 1 •�� •:' ••• TAS 203 1 Equivalence of Product Standards • Certified By *•• .i. " •. . . ; • • 2/1WOW Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL# Model, Number or Name Description 4334.1 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC N1005930,01,PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL9120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does I Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-8" max FL4334 R9 AE 504B.pddf nominal size. Hurricane protective system is NOT required. See i Created by Independent Third Party: Ye anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930 02_PD Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: Yes ; 02/28/2021 Design Pressure: +70.0/-70.0 j Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 8'-0" max FL4334 R99 AE 503B.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Ye anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units - 18'-0" Opaque O/S Door w/ or w/o Sidelit Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for ussM'Idc�tignq,adlaeriti_ to the Florida i FL4334 R9 II FL0121.pdf Building Code including thea Higb:Velb;itp f�u�iiade Zone, and ; Verified By: National Accreditation & Me where pressure requirements e4defM1ped b ASCE 7, j Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does I Evaluation Reports not exceed the design Eyes§yres listed. 12'-0" x 8'-0" max FL4334 R9 AE 501B.pdf nominal size. Hurricanp grote ctive^tLQ1'is NOT-reGlu i red. See Created by Independent Third Party: Ye anchor detail DWG-MA-T:_01f,,1-45:for additipn�+Tin fvr&iation. 4334.4 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S Door w/ or w/o Sidelite Impact Rated Limits of Use %: ;Certification Agency Certificate Approved for use in WIAHZ'Y2.S :0: FL4334 R9 C CAC NI005930.02,PDF ... Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiratic 21102096 Florida Building Code Online Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121 pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4334 R9 AE 501B.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Ye anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side-hinged Door Units - 6'-8" Opaque 0/S Door w/ or w/o Sidelit Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4334 R9 AE 502B.pd_f nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: YE anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelite Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ( FL4334 R9 C CAC NI005930.01.13DF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120 pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4334 R9 AE 502B.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Ye anchor detail DWG-MA-FLO120-05 for additional information. 4334.7 Fiberglass Side-hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/c Impact Rated — Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930 04 PDF Approved for use outside HVHZ: Yes ;Quality Assurance Contract Expiratic Impact Resistant: Yes 102/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL4334 R9 II FLU2a df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Me where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design preaures listed. 12'-0" x 8'-0" max FL4334 R9 AE 501B,pd nominal size. Hurricane protec1;le•s�ste?Q is%ol required. See Created by Independent Third Party: Ye anchor detail DWG-MA-FC11.23;0tfor 3d�itt*lvipformation. _ 4334.8 Fiberglass Side-hinged Door Units - 6'-B" Glazed I/S and O/S Door w/ or w/c ••• impact a0t%j• Limits of Use •; : - Certification; •• : : Certification Agency Certificate HV Approved for use III AI: Y�i• ;• + . : ; FL4334 R9 C CAC NI005930 03 PDF Approved for use outside HVHZ: Yes • ' Quality Assurance Contract Expiratic Impact Resistant: Yg§ 02/28/2021 Design Pressure: +61.0/: 604 •;• Installation Instructions Other: Evaluated for u$e ijl•lec kAft� ac*tein9 to the Florida FL4334 R9 II FL0122.Pddf Building Code includino*ttte'Higlt V'eidciti iL i6�a Zone, and Verified By: National Accreditation & Me WOW-% Florida Building Code Online where pressure requirements as determined by ASCE 7, I Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x V-8" max FL4334R9 AE 502B.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Ye anchor detail DWG-MA-FLO122-05 for additional information. Waco Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility State Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public- electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please conta to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide ti• address If they have one.The emails provided may be used for official communication with the licensee.However email addres do not wish to supply a personal address,please provide the Department with an email address which can be made available t you are a licensee under Chapter 455,F.S., please click here_ Product Approval Accepts: smtritvmhi Kj's 00* 000 : : 000• L 0: A/A r Luis R. Lomas P.E. 233 WMain St Manufacturer.Masonite Danfne,VA 24841 Reportg:501B 434-688-0809 Date:05/21/2015 dlomaslitildomasoe.com Product:Double Doorwith sidelites 12'A' S,wl ft; This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FI0121-05 DWG-MA-FLO131-05 DWG-MA-FLO148-06 DWG-MA-FLO171-07 DWG-MA•FL0123-05 DWG-MA-FLO133-06 DWG-MA-FLO162-06 DWG-MA-FLO173.07 DWG-MA-FLO125-05 DWG-MArFLO135-05 DWG-MA-FLO154-06 DWG-MA-FLO176-08 DWG-MA-FLO127-05 DWG-MA-FLO139-05 DWG-MA-FLO161-07 DWG-MA-FL0129-05 DWG-MA-FLO141-05 DWG-MA-FLO163-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2.1/4"Tapcon,for masonry installation Anchor capacity in shear condlthon: Solid members w/4 r/but Sop: Fastener type:#10 rood sous (NDS 2012,TR12) Gap: 9: 0.0000 in Root diameter: D: 0.182 in Moment arm: 0.0000 in Minimum required penetration: p: L140 in Screw bending yield strength: Pyb= 80,000 psi Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fr Side member thiclveas: t•= 1.000 in Main member thickness: tm= L500 in Side member dowel bearing strength: Fm= 4,680 psi Main member dowel bearing strength: F-= 3.390 Psi Side member dowel bearing length: L= Woo in Alain member dowel bearing length: I„= L140 in Mode L Mode 1, Mode II Mode IIIc Mode III. Mode IV qm= 8092 lbs/in 9s= 707 Win A: 0.0008 A: 0=20 A: 0.00134 A: 0.001689 P= 880.8 Ibs P= 707 lbs B: L07 B: 0.87 B: 0.5 B: 0.000 Ko= 2.200 Ko= 22W C -342.139 C: -212263 C: -223$24 C -93.6 4- 264 Ihs T-s" 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= %b in-lbs K,= 2.2 P= 246 lbs P= 263 lbs P= 235 lbs Min.Design value: Z= 107 lbs Z. 120 Ibs Ko= 2.2 K,= 2.2 K,= 2.2 Duration Factor: Co= L6 Z. 112 lbs Z. 119 lbs Z. 107 lbs Allowable Design Value CLCD): Z'= 171 lbs/anchor Fastener type:1/4•ITW Topnxn N.O.A.1216.06 Substrate:Wlow black Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear des*value: Z o 161 Ibs Acted edge distance: 2.50 in Reduction factor: Obs Spacing: 4.00 in Tabulated shear design vale: Z- 202 Ibs Spacing: 2.00 in Tabulated shear design value: Z• 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value CLfeJ: Z 156 lbs/anchor Minimum anchor capacity: 156 lbs/anchor Note:Anchors w1M go INW capacity Is used for cdcudadons to qumW aroforsWNb NOW capacity. Anchor eaicuiadons.minimum requited anchors Design per: 55-psf 36.38 36.38Area LOW Max Anchor Al Zane mss) Lid.(In) O.C. cap. Load A n (Ibs) Qty (Ibil[MYY 95.25 Al 2.3 126 WA WA 156 1 126 A2 9.7 535 .00 21-0 156 5 107 Tf75 As 9.7 535 WA WA 156 4 134 Design pressure: 55.0 psf 37.50 36.38 36.38 37.50 Area Load Max. Anchor Al A4 i A4 Alt Zane (f) Obs) ILW. pn) O.C. Cap. Low Result Y Y S Y a Y M) (ms) Q" c�$) A2� YA2 At 2.4 134 WA WA I% 1 134 OK 95.25 A2 30- 6.00 21.00 156 5 110 OK At A4 A4 AAs 9.8 542 WA N/A 135 OK Aa 2.3 126 N/A WA 156 1126 OK 147.75 Aa 9.7 535 WA WA 156 4 134 OC ••• •• ••• ••• • • 0 1 Y ••' :• .0. 0. .0. .�. 00 TAT 4 i".0 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • • Luis R.Lomas P.E. 1 of 3 FL No.:62514 5/2812015 Luis R. Lomas P.E. 233 W Main St Manufacturer. Masonite Damde,VA 24541 Report* 501 B 434-688-0609Date: 05/21/2015 rllomas(41domasne.com Anchor Locations: Double door with sidelites 0 r n Pi iR m d 7 g 6 co 8 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. .. . . • �v • ♦ . • ••• •• ••• ••• • z:lp_ AT OF �G • • • • • • • • Luis R.Lomas P.E. • • • :0: • • • FL No.:62514 2of3 i i•••i i i i i••• • i 5/28/2015 ••• • • • 000 0 . r Luis P. Lomas P.E. 233 W Main St Manufacturer. Masonite Damde,VA 24541 Report#: 501 B 434-68844 Date: 05/21/2015 r 1lomasOldomasoe.com Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00TYP. 18.19 TYP. 3.00 TYP. 6.00 16.65 MAX.O.C. 95.25 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • • so*• J •• • EN . q�pui S • V"J .. ... .. . . .. �i�r• 0 1 •ilk=; ... Ar of •�~ • • • • • • • • .� • � 'mss .. • J>>iS�0NAI.t0��`� • • • • • • • • Luis R.Lomas P.E. i i • i i•i i r i FL No.:62514 3 of 3 • •• ••r ••• • •• •• 5/28/2015 ••• • ••• • • NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.03 1955 Powis Road Certification Date: 02/17/2005 TA West Chicago,IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 r F Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted) ' Specification:TAS 201/202/203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards InstjtiSfe(ANSI). Inswing Glazed Design Water Missile Test R4*rt Numbed. • • •• Configuration or or Maximum Pressure Test Impact Draw&w1lember&• •• • ••• Outswing Opaque Size Pos/Neg Pressure Rated GQSlows • •••; • • US Glazed 3'0"x 6'8" +60%60 2.86 psf Yes NC1T►a16�B108-1 :'*8?.. .•••�• Single Maximum size:3'0"x 6'8" • •.• Anchor Detail- - L0122 5 •• • i••• X O/S Glazed 3'0"x 6'8" +60/-60 6.0 psf/ Yes NC -NWl08-1 • • • • •••• Single 9.0 psf* Maximum MAI Stl'e:3'0"x 6'j'P•• • Anchor Delafil+lvt� 0122-05 • • XX US Glazed 6'0"x 6'8" +60%60 2.86 psf Yes NC -210-3108-1 • • "� Double Maximum Panel S' 3'0"x(V'. •• • • Anchor Detail-MA-101,0122-05----S • •• XX O/S Glazed 6'0"x 6'8" +60/-60 6.0 psf/ Yes NCTL- 0-31 8-1 • • • Double 9.0 psf* Maximum Panel Size:3'0"x 6'e• Anchor Details-MA-FL0122-05 XO/OX US Glazed Door 6'0"x 6'8" +60/-60 2.86 psf Door-Yes NCTL-210-3108-I Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XO/OX O/S Glazed Door 6'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO I/S Glazed Door 9'0"x 6'8" +60/-60 2.86 psf Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO O/S Glazed Door 9'0"x 6'8" +60%60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXXO US Glazed Doors 12'6"x 6'8" +60/-60 2.86 psf Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXXO O/S Glazed Doors 12'6"x 6'8" +60%60 6.0 psf/ Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" 'High Dam Threshold Anchor Detail-MA-FL0122-05 National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highwa a , A 23072 Tel: (804)684-5124 Fax: (804)684-5122 NAAH AUTHORIZED SIGNATURE: r L]- 0 149'MAX 09PAU FAME WIDTH 4 � O HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20.5" MAX 36.375" MAX. (0 6'-r GLAZED RUBLE DOOR WITH/WITHOUT SIDELITES D.L.O. wI�'I I -F3RA71JN5E WIDTH f+ O CL GENERAL NOTES _ to 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO to U THE FLORIDA BUILDING CODE AND WHERE PRESSURE `4 ! 0 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM (n DESIGN LOADS FOR BUILD24S AND OTHER STRUCTURES. Ci •••• 3 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF b O • ••••• ••••.• A HURRICANE PROTECTIVE DEVICE (SHUTTERS). • •• • • • 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 5D •••• 000000 AND SMOKE DEVELOPED INDEX OF 80 PER ASTIR EB4. • •• • • �` • 4. PLASTICS TESTING OF FIBERGLASS FACING: • • • gfE• TEST DESCRIPTION DESIGNATION RESULT •••••• �$` SELF IGNITION TEMP ASTM D7929 752'F> 850'F • • • • RATE OF BURNING ASTM D635 0.58 INMIN C-1 SMOKE DENSITY ASTM D2843 APS ••• • : •••• 1T7r51LE STRENGRH• I ASTM D638I 3.2X DIFF •• •• •••• b• • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • • •••••• • 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNITJyfSIDELITES 0• 0 • • • ••• •••••• • Dam BIF z tn p °BUD Z Z Q2Z - D .1 L r d SINGLE DOOR UNIT DOUBLE DWR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W1,=ITFS DOUBLE DOOR UNIT W/IS DEUTES WITH SIDELITE WITH SIDELrT_F WHERE WATER IN LTRATION MFORMANCEate 2_11 1 05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159 OF DESIGN PRESSURE CON MAX WIDTH INSWING OUTSWING INSWING NG 0 G• sratF N.T.S. SHEET DESCRIPTION X 7. +60.0 - + -60.0 +19. -1 .0 +40.0 -40.0 + .0 - 0.0.�. SINS 1 TYPI A770NS & G N N XX 74 + .0 - + .0 - .0 2 ANC LOCATIONS ETAI OX or 75 +60. - + -60. +1 - 8.Q +440 -40.0 + - .0 CHL RIY 3 ANCHOR MG LOCATIONS & DETAILS OX 112.5 +60. -80.0 +60.0 - .0 +1 - .0 +40. -40. + KURT BALTHAZOR IXMMNO I% XXO 149 + - + .0 -60.0 +19. -19.0 +40.0 - .0 + - ,0 FLORIDA P.E. DMG-MA-FL0122-05 • High Dom rhreshow Design /56533 SHFt7,�OF y3, r 00 6" SEE 3:4DETAIL 3" 6` O "E" (o 3" 3 3' 3' I)_J ;--- l_ I I I 1-7 7 6- 6-7 S. (n p io m U Ar. Y SEE DETAIL r • SEE DETAIL . • 'C' A — w — — K D L •• • B •••••• . •• •• ••s A O B � v G � G h •s•i•• `� • IL �� • i ;o •s•• _ S. gel 6` I _ _ •a•••s ••• Ij I I I I 1 I I I •••••• •• .' TP • 3' 73-3-4 k 3- 6. 6 • • I • 6' SEE DETAIL 61 • • •••i s o •i • #8 x 2-1/2" z ASTRAGAL RETAINER BOLT HOLE " MUST BE DRILLED THROUGH C1 z c #8 x 2-1/2" #10 x 2 THE THRESHOLD & INTO THE w DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH z o #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW = #8 x 2-1/2" #10 x 5/8" #10 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL mcl, #10 x 1" AS SHOWN. WSM#10 x 2" " AddeMimroNpYl a�4sANON mac -I na+ auuDECOPAmj .DETAIL C" 0.124'ANNEALED .0124'TOW. DETAIL "D" TYP. =z 0 MUMWSPA,,B � yy�'A'vy fS x 1-1/2'PHS X21105 l 0.862 1 oow 832 DOW 632 SME N.T.S. 1.375' 1.75"EZi;j OR EOUAL ON 8 BY. SN5 _ °°`Im T T T TYPICAL GLAZING DETAIL w- INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/STHRESHOLD IMPACT RATED RATED GESS OW-MA-FLO122-03 Ism-2-or—'i ao Ix o SEE DETAIL3» 6" 6• 'E'SHT. 2 Ll 3' 6` L 3' 3" 3" 3" J I il I I s" 6' a fO N C U)G Mn W Q p Q I`.. a SEE DETAIL n W all SEE DETAIL ••• • • • eel SA st A n A < G N G H 6 � • -ogi • •••• 6" •• • ••• • •• 1 I I 11 1 ••I • .••• �, • 3' • 44 • 3• 3" 3»8 6' 3» • i" • • • a••• AdmblU!! SEE DETAIL •+•••• d� "F" SHT. 2 6" 6" • • + ND:• • •• ; •••�•� •• + rn Dibz 1.25' t k25 HARDWARE SCHEDULE 3 ATTACHMENT DETAIL MIN � 2B• x 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND y� ,� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED '" o 0 SIGNED AND SEALED BY ROBERTO LOMAS, PE CL--py AT 5-1/2" CENTERLINE. w v w i— en (FLORIDA #62514) WITH THE LOWEST (LEAST) o z rag:' en FASTENER RATING FROM THE DIFFERENT FASTENERS 2. 4" X 4" FULL MORTISE BUTT HINGES. i BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY c #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION 12 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o co LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". t`xt/2` CORRUGATED /10X2"WOOD SCREW 12 10x2-1/2 WOOD SCREW EDGE DISTANCE MIN 3/4". o x 3` FROM EACH END 6' FROM EIlCH END D SCREWSO 150"� AND 7 OC AND 12 OC EACH END 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _DMAAX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM ACtIC OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL SULK DAs: 2/11/05 MINIMUM EMBEDMENT OF 1-1/4". LA CAULK + ® scul N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 'CL wn.BY. SWS ao� BY. LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE D&MM w 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) owc-w-noir-w ISHIET_,L OF_, No CAN N.W. 108th STREET -- - - -�-- - - - - - - - - - - -- N.W. 108th STREET P PROPERTY LOT N n 8 8 g W PARKWAY ASPHALT c - MZ DRIVEWAY —jLOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 z ��� ( Ja W�,04- LLA SUIC Z S C6NC.6IDEWALK.^ 8 Dw WALLEY ° Lu CO a CONC. '— LOCATION PLAN " ° W'�" SCALE N.T.S. I PLANTER ` I Z OLL SCOPE OF WORK(AS SHOWN IN THE PLANS). Q O. • SOME WINDOWS& SOME EXTERIOR DOORS INDEX I g Z W g REPLACEMENT(AS SHOWN ON PLANS). PAGE DESCRIPTION • ONE(1)WINDOW TO BE ENLARGED. — C/3� cd SPA LOCATION PLAN SITE PLAN L I g O FOLIO NUMBER: A-1 EXISTING AND DEMOLITION PLAN EXISTING. ° 11-3206-0141020 A-2 ELEVATIONS ONE STORY CBS Q 0 LEGAL DESCRIPTION: A-3 ELEVATIONS RESIDENCE a I z A-5 DETAILS AND SCHEDULE V 0 MIAMI SHORES SEC 2 PB 10-37 LOT 20&W1/2 LOT 21 BLK A-4 NATIONS O Z c'j 56 LOT SIZE 75.000 X 128 COC 26273-2819 02 2008 5 OR Y x—� I 26273-2819 0208 01 S-1 STRUCTURAL NOTES A DETAILS LOT o J CLASSIFICATION OF CONSTRUCTION:TYPE I BLOCK 299a I Z ALTERATION LEVEL:1 4 FLORIDA BUILDING CODE,EXISTING 2010. I° PUBLIC WORKS NOTE a I ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A --�® I I W SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR x TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING APR ® x a SIDEWALKS/SWALE AREA CONDITIONS (PICTURES) CITYf AND/OR POSTING OF SIDEWALK/ROADWAY BONDS I( (PUBLIC WORKS INSPECTION OF THE RIGHT-OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN-OFF ON THE ( vADONLYMM �� C.C./C.O.,OR THE RELEASE OF BONDS) c py I I R a i _ x PERMIT —•- ��cJS�GTGT<'� l��did�•� x Juni c.M�0 Miami Shores Village I I o FI. P.E.#SN18 APPROVED BY DATE aam-zola i __ _ _ 8'ASPHALT PAVEMENT _ _ _ _ _ ns s►+aw.v ---q- -—� ZONING DEPT 15' ALLEY J.M. BLDG DEPT k -- - --- - - - --- - -- - - -- -- -- - J J.M. umwm nu. SUBJECTTO CCMPLIANCE WITH ALL ERAL SITE PLAN " �Scon� STATE ANO CCl)N iY MULL=S AI�1D REGULATIONS a �• "" ZED nemc+ac+naMM ch— SCALE N.T.S. coznOr�MUBF Be vEwF�w cwYRrmirre.. BY CONTRACTOR BEFORE IMDOCUUMT MTREP R7Y OF CATtONANORM R�BTALIhT�IV. 0401tEER MO SMAU ROT=REPROWGEO Ql L SP ij M6IOLE OR PARTY17n10UTvanyRcoms T OFUMCERWY1ROE MIUR. 1 1 a=S a=S Z-5 0 Z=5 RWISMS a=S _ NEW OUTSWING NEW SINGLE HUNG NO OAl1E 1O WINDOW to a NEW HORIZONTAL 3'-W W X S'-81/Y H 2-2 W X 3'-3'H °�N SIDING WINImW NEW HORIZONTAL 4W W X 4'-4'H rp i11 A SLIDING WINDOW 1 O3 O/ 4 �o N i0 to 4LW W X 4'-4"H [it OrmIpw /� O 1 R OR APPROVAL EQUAL CLEAR WHITE AL 0) mNVAL EGRESS WINDOW V NEW HORIZONTAL O L SUDINGWINDOWV0 W X 4 EGRESS WINDOW AL " NEW HORIZONTAL O BATHROOM BEDROOM#2 chi WA 9 SUING WINDOW _ O 9'-C W X 4'-4•H SEW HORIZONTAL U BEDROOM#3 — V X OR J QLL F O O Q. I I LIVING iUN I Owww AL ` 3 II c GENERAL DEMOLITION NOTES: ARCHITECTURNOTES: -� "' 3 w AL EXISTING KITCHEN TO BE HALL = = C DEMOLISHED UNDER SEPARATE CLOSET#3 CLOSET#4 Ill a PERMIT. ———— ————— 1. THE CONTRACTOR SHALL FIELD VERIFY ALL 1. THE CONTRACTOR SHALL INSPECT ALL NEW HORIZONTAL EXISTING CONDITIONS AFFECTING THE EXISTING CONDITIONS, VERIFY ALL ON SITE SLIDING WINDOW NEW ROOM = PRELIMINARY DEMOLITION; WHETHER SHOWN OR DIMENSIONS, EQUIPMENT AND BUILDING co 3'Y W X 3'-r H —— NOT SHOWN, ITEMS MAY HAVE TO BE RELOCATED PLANS SHOULD BE REVIEWED TO ASSESS THE UNDER SEPARATE PERMIT A/C —— Z 11,4010 AND/OR TEMPORARILY SUSPENDED, SUPPORTED, ENTIRE SCOPE OF THE PROJECT. O ® I&M ,. OR REMOVED AS REQUIRED FOR PURPOSES OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE 0 j DESIGN DISCOVERY. FOR COORDINATION WITH ALL OTHER TRADES :5 � 0crj O CLEAR WHITE AL ———— ——— I NEW HORIZONTAL 2. GENERAL CONTRACTOR SHALL COORDINATE INCLUDING THE EXISTING STRUCTURAL LL INTERLAYER apg SLIDING WINDOW PRELIMINARY DEMOLITION OPERATIONS WITH ALL ELEMENTS OF THE BUILDING NEW WINDOW I OTHER REQUIRED SUB-CONTRACTORS AND 3. THE CONTRACTOR SHALL PROVIDE ALL Z E (WINDOW OPENINGi RESPECTIVE TRADES WHERE APPLICABLE. ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED TO BE ENLARGED) ® DEMOLITION WORK SHALL BE CONDUCTED UNDER BY THE DESIGN TO RESULT IN COMPLETE AND O SEE DETAIL113-1 BEDROOM#1 CONTROLLED CONDITIONS. WORKABLE SYSTEMS IN ACCORDANCE WITH cz \\ EGRESS VAN 3.3. REMOVE ALL FIXTURES AND ELECTRICAL DEVICES ALL STATE AND LOCAL CODES, SAFETY ~ co WINDOW DINING AS INDICATED ON PLAN.(IF APPLY) STANDARDS AND GOVERNING ORDINANCES. 1'-r w x r-r H I p 4 4. COORDINATE ANY SHUTDOWN OF EXISTING 4. ALL FINISH MATERIALS COSIGN FOR THIS O ROOM ( tp SERVICES AND EQUIPMENT REMAINING IN USE WITH SPACE WILL BE DETERMINED BY CHOICE OF C Q e TO BE LEGALIZED CLtET6 ��iia OWNERS' REPRESENTATIVE. PROVIDE ADEQUATE OTHERS. C Z Z UNDER SEPARATE I O NOTICE AND MAKE PROVISIONS TO MINIMIZE 5. ALL FURNITURE AND BUILT-INS NOT IN W CLEAR PERMIT IMPACT TO ANY NEIGHBORING UNITS OR TENANTS CONTRACT. CONTRACTOR TO COORDINATE 0 5. REMOVE ALL CONDUIT AND WIRE BACK TO NEAREST SIZE AND LOCATION OF ANY BLOCKING a=S UPSTREAM DEVICE REMAINING IN SERVICE.WHERE REQUIRED (2°X4° MIN.) FOR MOUNTING 1 E Z-5 DEMOLITION WORK AFFECTS ELECTRICAL SERVICE REQUIREMENTS. -0�" TO DOWNSTREAM DEVICES TO REMAIN; EXTEND 6. ALL CONSTRUCTION SHALL CONFORM TO ALL Z CONDUIT AND WIRE AS REQUIRED TO MAINTAIN CODE REGULATIONS AND RESTRICTIONS NEW HORIZONTALEXIST.WINDOW TO REMAIN ELECTRICAL SERVICE.(YF APPLY HAVING JURISDICTION. SLIDING UNTOUCHED 6. DISPOSE OF ALL MATERIALS OFF SITE, ALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE Z VA W W WINDOW T H MATERIALS SHALL BE DISPOSED OF IN FOR REMOVAL OF ALL DEBRIS FROM PROJECT 4 ACCORDANCE WITH ALL FEDERAL STATE AND SITE. ® n .j LOCAL REGULATIONS. CONTRACTOR SHALL BE 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT RESPONSIBLE FOR THE COMPLETE REMOVAL AND SCALE FOR EXACT LOCATION OF OPENINGS, ommmmd& DISCARDING OF ALL DEMOLITION WASTE INCLUDING FIXTURES,EQUIPMENT,ETC. EGRESS WINDOW ��// ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF 9. ALL WORK SHALL BE COORDINATED WITH X FAMILY ROOM THE PROJECT. OTHER TRADES TO AVOID INTERFERENCE L ROOM OR GARAGE 7. CARE SHOULD BE EXERCISED DURING DEMOLITION WITH PROGRESS OF THE CONSTRUCTION. TO HAVE THE LEAST IMPACT ON THE CONDUIT OF 10. REQUIRED INSURANCE SHALL BE PROVIDED TO BE LEGALIZED NEW OUTSWING NEW HORIZONTAL EXISTING DEVICES. WHERE FEASIBLE EXISTING BY CONTRACTOR FOR PROTECTION AGAINST vauDDRI. — sE PE BEAi NEW VAcwFORt wrtNLY UNDER SEPARATE DOOR SUDING WINDOW CONDUIT SHOULD BE LEFT INTACT AND PUBLIC LIABILITY AND PROPERTY DAMAGE u PERMIT 1-r W X V-r H S-•W XT-9'H TEMPORARILY SUPPORTED UNTIL THE DESIGN FOR THE DURATION OF THE WORK. 0 10 INTENT CAN ESTABLISH THE DESIRED RELOCATION 11. CONTRACTOR SHALL SECURE AND PAY FOR NEW HORIZONTAL AND/OR REMOVAL.SERVICE IN SUCH CASES NEEDS ALL PERMITS,FEES,INSPECTIONS AND TESTS.Omm EXISTING DOOR AL OIs AL O AL SWING WINDOW TO BE INTERRUPTED. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO BE LEGALIZED HIGH DAM THRESHOLD s' W X 3'-9•H 8. CARE SHOULD BE EXERCISED TO PROTECT ALL ON JOB PRIOR TO BEGINNING CONSTRUCTION. EXISTING FINISHED SURFACES AND APPLIANCES DIMENSIONS SHALL TAKE PRECEDENCE OVER UNDER SEPARATE 0 W40.10Pq"020PSFI PERMIT S DURING DEMOLITION. THE CONTRACTOR IS DRAWINGS. j=C.Mora EXPECTED TO PROTECT FROM DUST AND DEBRIS �, W N O ALL EXISTING APPLIANCES THROUGHOUT THE UNIT, FL P.E#89818 N INCLUSIVE OF , PLUMBING FIXTURES, CABINETRY, oa07-2014 QE KITCHEN APPLIANCES,ETC. / T _ JOB NMI AS SHOWN O © a=S ONDITIOPIS MUST HE VERIFIED 1 BY CONTRACTOR BEFORE ANY J.M. Z=S5 Z.5 COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: ANNracATwNAammR IN�TAN CATION 1 1 J.M. D'__' / A-GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY 11 SAFETY GLAZING NOM* -FOC R4410.2.3.1.3.2. -0EBROI tOB1ED TO BOOPE OF VAIRK .� , 7Aw 1 EXISTING 8 DEMOLITION PLAN B-GLASS PANELS ADJACENT To DOSS(WITHIN 487 MUST BE INDICATED TO oRsrNCKaHsu� SCALE 3h",a BE OF CATEGORY II SAFETY GLAZING-FBC R441oa4.3(2] 'M8 DOCUMENT ISTHE MIME._Copmowe . OWNEER ANDSNALL NOT BE I m 111MRILEORPARTINI HOUTVlBTTEN 1plq@/T OFTMCERTarBtoNB SHEET 1 OF5 NEW WINDOWS AND NEW EXTERIOR DOORS ARE REvlslcNs SMALL AND LARGE MISSILE IMPACT RESISTANT, DATE SHUTTERS ARE NOT REQUIRED. NEW SINGLE HUNG NEW HORIZONTAL WINDOW NEW HORIZONTAL NEW HORIZONTAL 2-2•W X 3'3•H NEW OUTSWING SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW THE RESPECTIVE N.O.A.ANCHORAGE SPACING FOR 4W W X 4:4•H W4"W X 4'-a•H3,-0 W OOe RR W H 4'4r W X 4'-4•H TAPCONS MUST BE USED a kilo c WHITE � E WSSWR APPR AL EQUAL EGRESS DOW J U _ $ 16- NIw o4 X O X O X _ X � O o� ocn --------------------- ------------ - --------------- _ Wg caPROPOSED NORTH ELEVATION Z SCALE 3MWW 4 w 0 NEW QUTSWING NEW OUTSWING O Q GLAZED WOOD DOOR NEW+HORI HORIZONTAL O: FIXED FRENCH DOOR NEW FDD WINDOW N 3'4rWX8'-B,IYH ,-2 WX4:rH a W-rWXY-VH X: OPERABLE Q a a > AL W O AL AL HIGH DAM RESHOLD AL W VALIOOW.v 4A18E FE / E vauo -=0rav 7 \ \ EXIT.WINDOW TO \ \ REMAIN UNTOUCHED \ Ju3m C.Mmmro -------- -- — -------- \ --- ---- FL P.E.#888,8 v _ . _ 04-07-20,4 PROPOSED SOUTH ELEVATIONA SCALE 3n8'-V4 J.M. J.pA. ii4433 wore -oeam m wToscmoFvxmc V A-2 Alt .roB ORBIIGC-0N9anlv�rweaeoR THM. BE . BY COMB CM ANY TMD000hUWISTwe PROP9MCF FA=R--IONA------NBTALLATION. I ";— —PiDT—fBPRWUCED c1 V=70R PARTWI7wW WQIrENC 59T OF THE CeRTWYMB ENOMMM (SHEET 2 of 5 . FIs No DATE La EL Y Ny •� ICJ A Uj a A .— A EXIST.WINDOW TO A REPLACE DOW OPENING ap TO BE ENLARGED) O SEE DETAIL 1/3-1 O M 0 LL �— ---------------- ------------------- — L uj ,------- E EXIST.WEST ELEVATION CO co SCALE 3I76W10 Z NEW HORIZONTAL NEW HORIZONTAL O O P SLIDING WINDOW SLIDINGWXVIVH X-rWXY-WH O: FIXED ZN 10 hlioemm— NEW SINGLE HUNG X: OPERABLE j WINDOW ORAL 1'-P W X 2-2'H NEW HORIZONTAL W LEITE SLIDING WINDOW J 3'-10"W X 3'-3"H Mo WHITE I YER AL EGRESS WINDOW O 1 9 X vnuoo►arwi� RAM 1 /� vAUD FOR PERM air NEW WINDOW k (WINDOW OPENING TO BE ENLARGED) SEE DETAIL 1/S-1 -----------------------L-----——————————-L C.M wo Z------------------- EL P.E.#89618 n PROPOSED WEST ELEVATION SCALE , AS SHOWN QQ J.M. �1 o�cu,a,I,M W rosem�VIM MT on snac ows MSLv=ixEBB txiB au a aemcucULATIannaae. aBroa,s A O ee v commm� . BY coMancTmaC0clseel/rtSnMPa0PenlvoP :A.MC T.M AND/a.... UMRAMSHAL 1=8EAEPRODUM. NdgLE OR PAMMTNOU,MAITM COMM OFTMCERTWYM 3 OF 5 REVISONS No DATE NEW HORIZONTAL NEW HORIZONTAL SLIDING WINDOW SLIDING WINDOW NEW HORIZONTAL SLIDING WINDOW 5'-3'W X 3'-9'H P P W0 E — AL WINDOW E WINDOW8 U ED O: FIXED ug N LL X: OPERABLE a 12 6-a C ( Y ".ma>_ 9w D; .c w N 00 5 Ll.l a E O X 4 8 X O X 0 o, EXIST.WINDOW TO O M REMAIN UNTOUCHEDLL f—————————— 0 ----T------------- _ S E PROPOSED EAST ELEVATION V, -sz � a$ SCALE O O a– (~ Z J W Li VALID ONLY SEPE VALID FOR ONLY 4 Jm C.monm FL P.E.#89818 0407-2014 AS SHOWN J.M. J.M. WORK aes oN M, TO scams of E OUT OR-AW DDRB NSWAL.WOW THIS,VWTDRAVAN S A-4 oR �,� AND CALCUMGKT novow. ALL 0919V8ION3. AND JOB DDPYRItL PERW OF MUST BE VERIFIED RAND SK%LL MBT@ REPRODUCED @ NEERAND8MA<LPWT REP co W FIELD BY CONTRACTOR BEFORE ANY VHOLE OR PARTWRHDUTVdtl77EN CO!)9Flif AewcanoNAr�oRausrALunox OFTmcBRTIFYmBmv'HR SNS 4 O 5 V7 GYPSUM BRD.ON REvmONS 1 X 2 P.T.WD.FURRING ® ® ® IN STRIPS SPACED 24"O.C. No, DATE cm © INSULATION 1 X 3 P.T.WD.BLOCKING IN CORNER BEAD(TYP.) (R-42) SHIM AS REQUIRED INSULATION 117 GYPSUM BOARD SW STUCCO FINISHQ K• 1P2-GYPSUM BRD.ON ALUMNUM WINDOW PERIMETER CAULKING (R-42) i• \. ,.. : TO BE PANTED 1 X 2 P.T.WD.FURRING O MARBLE SILT(TYP.) 1 X 4 P.T. WD, /� V' STRIPS SPACED 24"0.C. 8'CONC.OR MAS. FRAME PERIMETER SEALANT 18!A.WINDOW HOLE t�A CORNER BEAD SLOPE IPP PERIMETER CAULKING �y E CORNER BEAD 1 X 4 P.T.WD.BLOCKING (TYPICAL) e► ALUMINUM WINDOW J ai (TYPICAL) P, .+ OR ALUM.DOOR DRIP EDGE ,••x D• D• e CORNER BEAD(TYP.) 2 X l4 P.T. K PERIMETER 2 X 4 P.T.WD.BUCK 3H"STUCCO FINISH 8"CENTER TO CENTER CONC.OR MAB 4 J N LL SEALANT TO BE PAINTED STAGGERED 81 1/2" ._I O •l W/IW TAPCONS @ „•, PERIMETER c 8"CENTER TO CENTER '' O D FJNBFJDDED a C STAGGE RED&1 1/2" p D SEALANT ` ` N C EMBEDDED PERIMETER CAULKING B°CONC.OR MAS. 1 JY GYPSUM BRD.ON Y 1 X P.T.WD.BLOCKING 0 •' 1 X 2 P.T.WD.FURRING C (� ALUMINUM WINDOW SHIM AS REQUIRED STRIPS SPACED 24'O.C. CORNER BEAD 'r O 3 W OR ALUM. R RIM WSULATION 3✓4"STUCCO FIMSH ® (TYPICN) W N = (R-4,2) TO BE PAINTED CD IL TYP.BUCK DETAIL TYP.BUCK DETAIL TYP.BUCK DETAIL OVER DOOM&WINDOWS @ WIDOW SILL SIDE CONNECTION co cy Li WINDOWS DETAIL 1/A-5 WINDOWS & DOORS FRAMING SCHEMATIC) 0 ( .Il SCALE N.T.S. J E SAFETY / EGRESS DOOR NOTES WINDOW SCHEDULE NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THANLJ.I C 32"WIDE,EXCEPT THAT BATHROOM DOORS MAY BE 24"WIDE,UNLESS A LARGER Q O DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 Q OF THE F.B.C.2010. No DESCRIPTION MATERIAL OPENING NOTES EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE V) Z cm DOOR FROM INSIDE THE CLOSET. WIDTH HEIGHT EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF W EXISTING TO REMAIN THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. J EXISTING TO BE CLOSED DOORS MAY BE SWINGING OR SLIDING,AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.4.3 AND 21-24.4 OF THE 2007 ED.OF NFPA.101 EXISTING TO BE DEMOLISHED OR REPLACED NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN NEW HORIZONTAL SLIDING WINDOW ALUMINUM 40-6" 4'4" THE BUILDING IS OCCUPIED.ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT W EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED NEW HORIZONTAL SLIDING WINDOW ALUMINUM 9'-4" 4'4" _ NEW SINGLE HUNG WINDOW ALUMINUM 2'-2" 3'-3" AREA OF CLEAR OPENING EGRESS WINDOW NOTES: V 49) NEW HORIZONTAL SLIDING WINDOW ALUMINUM 6'-2" 4'-4" 5.734'FT.(MIN') AN OUTSIDE WINDOW OR DOOR OPERABLE NEW HORIZONTAL SLIDING WINDOW ALUMINUM 6'-2" 3'-3" FROM THE INSIDE WITHOUT THE USE OF TOOLS NEW HORIZONTAL SLIDING WINDOW ALUMINUM 5'-3" V-9" AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN.(50.8 CM)IN WIDTH,241N.(61 NEW FIXED WINDOW ALUMINUM 1'-2" 4'-7" CM)IN HEIGHT,AND 5.7 SO.FT.(0.53)IN AREA 8 NEW HORIZONTAL SLIDING WINDOW ALUMINUM 3'-10" 3'-3" THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN.(112 CM)ABOVE THE FLOOR.. NEW SINGLE HUNG WINDOW ALUMINUM 1'-7" 2'-2" AS PER N.F.PA 101 SECT.22-22.3(C) NEW HORIZONTAL SLIDING WINDOW ALUMINUM Y-2" 3'-3" VAUD ONLY WFM RUSE PE SEAL VALID Fon(1)PERMR ONLY SAFEGUARDS: DOOR SCHEDULE ^ OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: No. TYPE DESCRIPTION/REMARKS SIZE MATERIAL NOTES v WHERE THERE IS DROP OF MORE THAN 4-D" rFLR"P.E#Ml8 a 5.7 SQ.FT.(MIN.) ON THE FAR SIDE OF SUCH WINDOWS AND THE WIDTH HEIGHT DOOR FRAME SILL IS LESS THAN 36"ABOVE THE NEAR SIDE SWING EXISTING TO BE RELOCATED WOOD WOOD NG SURFACE,SAFEGUARDS SHALL BEPROVIDED TO PREVENT THE FALL OF SWING EXISTING TO REMAIN WOOD WOOD J } 20tMIN.) L PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT.3508.3(E)(1)(APPLICABLE IN SWING EXISTING TO BE CLOSED O 2nd.FLOOR WINDOWS ONLY) WE SWING EXISTING TO BE DEMOLISHED OR REPLACED —1 04-07-2M4 SWING NEW OUTSWING DOOR 31-0" V-91/2" REFER TO NOA#OR FL# a ® (INSIDE LOOIKING OUT) AS 3Hovm W-DR nomEDT sE vEmFlE L HARDWARE SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL g TOP OF FW.FLOOR TMJ.M. ALL CLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY REFER TO ARCH.PLANS Nom �E'BM MINED TO SCOPE OF VWRK � .m .Mrm= EGRESS WINDOW DETAIL � � A DCALCULATI M. rMDOCUMENT IS FRO R a0-- 7A-5 MM OF CONSM SCALE:N.T.S. rarolEoav OM(ECERTWYMMODIEW SHEET 6 OF 5 STRUCTURAL NOTES GENERAL NOTES: MASONRY: HO 0ATE ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE DRILL#5 REBAR 6"INTO EXIST. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE EXIST TIE BEAM TO ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE WITH ASTM C-90,GRADE N, FW= 1500 PSI.BLOCK SHALL BE PLACED REMAIN STRUCT.EPDXY ADHESIVE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP HIT-HY 150 BY HILTI AFFECTED PART OF THE WORK. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND CONCRETE FOR IN-WALL COLUMNS. THE ENGINEER SHALL FURNISH STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, 8 IS PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 W BUILDING AND ITS COMPONENTS DURING ERECTION. PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DESIGN LOADS: COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" �a� V C . ADD 1115 VERT. "J W N g, THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2010& TO 10" USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE .m THE FOLLOWING SUPERIMPOSED LOADS.DESIGN WIND LOADS WERE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS w w a c PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS g N W DETERMINED IN ACCORDANCE WITH ASCE 7-10. WIND OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR �- n ��.. JOINTS SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE C � a� EXPOSURE =C � N � Y "�m MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. DESIGN WIND SPEED =175 MPH OPEN NG �� � U w ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO OCCUPANCY CATEGORY =II 0. GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE NEW 8 X 8 CONCRETE w a INTERNAL PRESSURE COEFFICIENT = 0.18 REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WALL CAP BEAM W/2j 1t7• Kd = �` (ASTM CLASS B-2, HOT-DIPPED GALVANIZED) AT ALTERNATE ALL PRESSURES SHOWN ARE BASED UPON ASD DESIGN,WITH A LOAD COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED. JOINT FACTOR OF 0.6 REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM U)7. °D CONCRETE: W. THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE J CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED O STRENGTHS AS FOLLOWS: METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE Q 0 3,000 PSI REGULAR WEIGHT FOR SLABS,GRADE BEAMS&BEAMS COLUMNS. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI LAP VERTICAL REBAR 6 X BAR NO.,U.O.N. W E a 301 AND ASTM C-94 FOR MEASURING, MIXING,TRANSPORTING,ETC. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH EXIST.CBS EW 1#5 O LV g ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND ALL REQUIREMENTS OF THE LAST EDITION OF FLORIDA BUILDING CONCRETE WALL MEETING ASTM STANDARD C-309, TYPE 1. CURING COMPOUNDS CODE SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE FILL WITH CJS£ PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS " 3000 PSI GROUT w Q o DIRECT SUPERVISION OF -CERTIFIED STRUCTURAL MASONRY THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF w 0 SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY N RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN CONTRACTOR" OR A 'CERTIFIED STRUCTURAL MASON" AS O THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS w w z APPROVAL OF THE ENGINEER. REQUIRED CONCRETE COVERAGE ASSOCIATION(FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE ^ OVER REBAR SHALL BE AS FOLLOWS: RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A. 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY —ADD 1#5 VERT. TO EARTH CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 1/2"FOR#5 AND SMALLER STRUCTURAL ALUMINUM: 2"FOR#6 AND LARGER THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM V ALLOY LOAD CARRYING MEMBERS. STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND o D AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS `� � CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. CONTACT SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THE WEATHER OR BE IN ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE RILL#5 REBAR 6'INTO EXIST. CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE OTHERWISE. DSTRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING STRUCT.EPDXY ADHESIVE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR ti^UoONLYMTM � BARS LARGER THAN #5 AND 1-1/2" FOR #5 OR SMALLER BARS. CODES:ALUMINUM DESIGN MANUAL. EXIST CONCRETE HIT-HY 150 BY HILTI �n++oFOR ro onyx EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT TRUE TO ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS DETAIL 1/S-1 LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED, ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF PROTECTED WITH ALKALI-RESISTANT COATING, SUCH AS HEAVY SCALE KTa fLRegPir#6W8 ; THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALLBODIED BITUMINOUS PAINT OR WATER-WHITE METHACRYLATEBE MADE TO FIRM,CLEAN BEARING SOIL LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2010 REINFORCING STEEL: SECTION 2003.8.4.4.ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE REAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM SHALL BE PROTECTED AS FOLLOWS: OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE 1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI ZINC-CHROMATE PRIMER OR OTHER SUITABLE PRIMER,FOLLOWED 04'07"2014 STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT BY ONE OR TWO COATS OF ALUMINUM METAL-AND-MASONRY sHo REAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. PAINT OR OTHER SUITABLE PROTECTIVE COATING, EXCLUDING HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO., UNLESS THOSE CONTAINING LEAD PIGMENTATION. H. OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO 2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A *�*� ENGINEER'S REVIEW. PROVIDE Y X T CORNER BARS LAPPED AND HEAVY-BODIED BITUMINOUS PAINT. 71FD TO EACH BEAM REAR, TYPICAL AT ALL CORNERS. THESE 3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE 4R.8M UWTED TO SCOPE OFA UKRIMM [W. .w .WAYS otff S_ CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM ALUMINUM AND THE DISSIMILAR METAL. �+ wu THESE OPAVOWS NO CALCUTMUS. BARS.SEE DETAILS FOR ADDITIONAL INFORMATION. 4. APPLYING A NONABSORPTIVE TAPE OR GASKET. T Flo mmmo— MQS 5. HOT-DIP GALVANIZING OR ZINC-PLATING STEEL MEMBERS AFTER i w ^^���*�BE W FABRICATION. �Eo"P .� au.wEr,a,« r SHEET 1 OF1 �."E cEmffrmo Exp. 8/64 • 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 9. ANC R—�QTES! EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. PRODUCT APPROVAL DOCUMENT (PAA.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE {A) TO EXISTING POURED CONCRETE: (MIN. f'C m 3182 PSI), MIN. EDGE DISTANCE BUI a . 1C. MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI RADE/BROWARD — COMP NENTTAPC1, , HORS b 1/4" MIN. EMBEDMENT. AS MANUFACTURED BY ITW BUILDER. INC. COUNTIES) (COMPONENT , THRU 1 P.T. WOOD BUCK. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING (B) TO EYJS71NG A.S.T.M. C-90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) - 2 1/2". ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 F13C & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 — 1/4.0 TAPCO ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. ` FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (COMPONENT (*, THRU 1" P.T. WOOD BUCK. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. -- 1/4"0-14SCREW W/ 1 1/2" MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDER, INC. - TS). IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33X INCREASE IN (COMPONENT ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS 13EEN (D) TO EXISTING MIN. W THICK ALUMINUM MULLION (6063-175 ALLOY). MIN. EDGE DISTANCE (EAU n 1/2". DETERMINED IN ACCORDANCE WITH N.D.S. 2 — 1/4"0-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONENT ). THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING (E) TO EXISTING MIN. 12 GAGE (0.1087) STEEL MEMBER (ASTM A-500. A-853 OR A-38), MIN. EDGE DIST CE (E.D.) 1/2'. LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS — 1/4"0--14x3/40(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT . 1612 & 1415 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. * 10. PROVIDE 1/4- MAX. LOAD SEARING SHIM SPACE (1'Yi'.). 11. REMAINING COMPONENTS FOR THIS SERIES 113000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT MET 12 RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, WE MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: OENERAL �IMPORA�CLASS AND � OW. MIAMI—RADE COUNTY PRODUCT CONTROL APPROVED. 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. SHALL COMPLY WITH 13. (0) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SECTIONS 2411.4.1, 2411.4.2, 2411.5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083-1`8 ALLOY AND TEMPER, WITH Fy m 25.0 kat (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISILIT'Y. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL. TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. FLORIDA BUILDING CODE WITH 50 kof YIELD STRENGTH AND 90 kal TENSILE STRENGTH, (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. RECORD THAT PREPARED IT. WOOD BUCKS MUST BE SOUTHERN PINE WITH G - 0.88, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. ��.A:• T•'�. no18cA BULDING Coca"ovabft Kmbmam) '•. •sesx TS,TECO asc. X81 HOH IMPACT HORIZONTAL.SLIDING �La f' PRODUCT REVISED or •'• �. LARGE MISSILE IMPACT FUSTANT Fk9wtdru—" ? W0. 44167Lr �R�►` tl too.w , p=14 OATS Data ` 11C1tT T�/1iTA CCWAM PHONE (306? D88-8t03 :`V` ansa KA IRs tea,vary► a 33146 FAX, 398—EQD9 ,�2� 0. �i7••' ' '�/ �,, ,�amafh71 t .earn `tart wew.ganna®®®nwagLman 0�11EC16 No /y p ! !� Oa 479 Q8R Alf.it. aHosm p" DAhE !moi ' 441Tt7 e10 wtH ` VALET 1 W 14 ---9 TVr-CM ., 9/64 a� 78• aha° oa oao' .t IN= BAR oas4• t • a124 .374' tr ` 03t3 1 r- 3"- 1n phL -axr t r ^ a OM2 - a1 0.4wao4a 37 'fir 126' 146• BSY • .1sY ®® a, 0.43r 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY N& MUbMN (g) FIXED MEUNG MILE EM go & TEMPER 6063-T6 ALLOY & TEMPER 0 1b1 .122"ltrf .tel' .tae a12• t iuIEJAMB rrn. rr. . (D EWE HEAD 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER �RAI� __51L� ize• 6063-T8 ALLOY & TEMPER • f� f88' 36" - 0 1a a �bo ffi376 � af36 1e 't - dt aobe" 1ti a ate" d t69 d INSMT MR C 7EM 3E° a 6063-T6 © ALLOY & TEMPER Toe "w at 7�e• 2a, r ILL ,MWK INSEW t3° EMM SIL �QR rZ/'1 B* Q ASS 6063-T6 ALLOY & TEMPER HA MW(�Q { 6063-T6 ALLOY & TEMPER ^Joe LE 6063-T6 ALLOY & TEMPER MEEnN\J rMIZ 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER oabz' .ale 708' C PQTS d s SCALE 3/4 1° a , 174' � . �,��'',�A• TIL�j'-•..� DaucuHvcx� hrrr �s 2 }(F,,NTI�TC,H pttoDuc;rR�+vis6u► 1-,: ,�G sF •'•• ' ®ao,2 m.�tce W. 1 iilttli p�P U Haled,TAW a IARt3E A�I$�I.E IMPACT#6STA�fTa" . 8B wu.Wyft Wid1 Pw • � 6063—T6 ALLOY & TEMPER ` 01/10/12 �n LONG Code It G 4 �LiIIC. fir >� > RAN t8A1.EAli. Fl. J3014 owl >� At LRit1fN COMPANY R4% (308 338-8103 *;00 U� :. \ Fl 81f1B FA1f:1031 wwwmo SS8-8889 inpod—n 12-M 4DSILL ' = •. F p�:•'�� .-�,oa: t ortlata 6063-T6 ALLOY & TEMPER �Q• •.• LQR� ..• ♦ esA-�Qeos7te {�11N1Y p. . WAt% A nt:a 44 t 7�' an oaa„ s 4 SHM 2 OF 14 10/64 BILL OF M ffm QUAN'igR'Y DF.SCRIF'TtON MATLRIAi. I 1 FRAME HEAD 8063—T6 2 1 FRAME SILL 6063—T6 3 2 FRAME JAMB 6063—T6 4 COLONIAL. MUNIM (OPTIONAL) 606376 5 1 VENT FIXED MEETING STILE 6063—T8 SA t/ BAR ALUMINUM BAR INSERT FOR —T8 _ 6 t/ VENT H.D. VENT MEETING STILE 6063—T8 8A I/ BAR ALUMINUM BAR INSERT FOR Q 6083—TS 7 2/ VENT TOP AND BOTTOM RAIL 6063—T6 g 9 8 1/ VENT JAMB STILE 8063—T6 g 8 9A AS NEW. GLAZING BEAD FOR 7/160 GLASS 8083—T8 10 1 SILL, TRACK INSERT 6063—T6 I I I ill AS.REOD. SLL RISER 6083 T6 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3- LONG 8063—Te ; 13 1/ LATCH VENT LATCH SPRING ST. STEEL I I I I I 100PON SP , 1/440 ETER HALF SPRW. CLEAR. 14 3" FROM CORNERS MAX, AND 12" O.C. (MAX.). AT MID—GLASS SITE SRJCONE 15 AS READ. FRAME/VENT ASSEMBLY SCREWS, #5 x 1" P.H. SMS. CRS --• 1 I : I [25 2/ VENT FRAME SILL SCREWS CONNECTING TOS . x 3 1/2" P.H. SMS, CRS -- _! AS READ. VENT & FIX. RAIL VrSTRIPPINC, AMESBURY OR EQUIV. -- � AS NEW. FRAME W STRIPPING, AMESBIRY OR EQUIV. y= ° 7 2 BAFFLE, M 89 M PLASTICS .. 2/ BAFFLE BAFFLE SCREW. #8 x 1/2" F.H. SMS AS READ. GLAZING BULB VINYL NEOPRENE 4/ VENT ROLLER HOUSING & GUIDE CELCON 2/ VENT ROLLER BRASS/ST. ST. 2/ VENT ROLLER PIN ST. STEEL ANCHORS, 1/4"as TAPCON F.H. ANCHOR, IT{N BUILDER. INC. STEEL ANCHORS. 1/400 —14 TEK SCREW ITW BUILDEX. INC. TO WOW BUCK, STEEL ALUMINUM OR STEEL MEMBER. 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT: LOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND SILICONE EXTERIOR & INTERIOR) GLAZING.d.�...,.�y�i TAIbei.r.EQR. GLAba:N3$..�.L ETA L FOR 7/16" NOMNAL (0.444. OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT SCALE 3/4" = 1" SCALE 3/4" = 99 29A STRENIGTHENED GLASS + A 0.090" INNER LAYER FILM DUPONT BUTAC17E PNS. LAMINATED GLASS INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC.. + (1) 3/16" HEAT STREW IENED GLASS. 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/18" HEAT 298 STRENGTHENED GLASS + A 0.090" LIMNER LAYER FILM SENTRYGLAS PLUS, LAMINATED GLASS INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC.. + (1) 3/18 HEAT STRENGTHENED GLASS. 30 WEEACA HHL.E iFRANK LOWE RUBBER GASKET CO.*xl*'Xr LONG WEEP HOLE TED FOAM GASKET, MODEL 1oPPl. 6Y FILTER FOAM i �� �ltl I• Tjj, '••� LJLDA WW=COW"vdb*Fbanc"2 t9) lartna t1u� atr« 4 l IRVACTM13WAI.N.L09s(3 a r •• o . LWE At4E WACTRESI8TJ6dT aA p A10. $ 167 q axa ttisr ROAD 01/10/12 t INC. HALEAK FL 33014 DAU •� 11LLfl' tlt40 CaMPANWY PHONE- (303 888-8103 '° •, : w 1, ossa ph= a,, � .a sstee , � 305„�1� 12-t� .w,e"s, 1-eaxi.va. i-fait ��pc:,•�c�0R10�,,;:�� �,� .- Loom oaawING No � _ 1WU.1ER A. dr P.E. ac•.� ema�a+ amt acv.a out M i•L1AD13 COUlff • TE FIAINOA L 4tril ' s?w a OF 14 ��i all 11/64 FRAME NHDTH (SEE BILE ft ON SHEET 12 wt • w2 • w1 « (SEE SCHEDULE #1 ON SHEET 12) (SEE SCHEDULE#1 ON SHEET f2) (SEE SOMDULE #1 ON SHEET 12) $" A/6 B/7 A/6,4 I 1 ©/9 •a'Max. o.L o. (vriotH) •a'Ma OL - oN ria} DlpE�1 0 MW12) i m SGHmm /1 oN SHEET 12) ( D/9 29 1 29A { �g 2 or 26 AS APPLICABLE I Q 1 . OR ( OR �I 4 SURFACE APPLIED. 29 1 9 (OPTIO A)UNl•1NS (SEE SCHEDULE ( (SEE SCHEDULE I (SEE SCHEDULE ON SHEET 12) I ON SHEET 12) 1 ON SHEET 12) C/e I II II I { --• C/g * NOTE II { w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER .. .... BUT THEY SHALL 8E SUCH THAT (2)w1 + w2 DOES . II II I I � II II NOT EXCEED SCHEDULE #1�{SHEET 12IMUM �E WIDTH INDICATED ON ). I ADDITIONALLY, DAYLIGHT OPENINGS "a" AND II I I ( CREATED 8Y w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON g f p ` x SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. l Ha m1 MA�� mm FULL Milli, { 1 REIN { 1 � 6" fill -�-�„" V 13/7 A/6Jr . 111�1A/6 SEE DETAILS 1 & 2 (7YP. HEAD/SILL) AND SCHEDULE #2, ON SHEET 12 "S"= Max. ANCHOR SPACING 19 -I- 2 (See schedule #2 on sheet 12) /p /� (3} 1 3/4"x 1/4" HIGH VAP HOLE AT i j I��Tl .Llt1 j`dl3�es EXT ERIOR 3 1/4" FROM ENDS AND ONE AT RAIDS'AN ��� " - FlAfi1DAWtDlfdt>IOCfOR{I'IghVOtaYthu�aS7A1� 1 'fi• •., •. 0=2 TIL= W& 1=tNGH WAOtMVZ AI."M E..LI�.VAILON .FOR _oX WIN0..ow _ >�omer ,,,�,��.:•:��� ,s MOM WACr RE8f8TANT 1'-0 ` _ �r o I M C_MAL . �6w ..260 WEST 78 ROAD of/1 o/la ' EaH, � sola eAre SCALE 1 Die ��.,S�, FAQ: � ssa--sass 12-OIX Aft OF ERI a—mil: 6R ,.cam .s WAwm No M O=my •� Eg- 8716. Q $H&ET 4 OF 14 + 12/64 MAX FRWE WIDTH (SEE SCdiEM 61 ON SHEET ,2 A/6 s2 * B/7-44 SCHEOIA_E #I ON-DIEU 12) (SEE SCHEMU #1 ON %IEET 12) a 1eAx. PS• a" MNG • � I P POP WX O.LO. (004) F/11 « i IZ --(SEE JI.E 41 ON SHEET ,21 F/11 OR 1 OR (SEE SCHEDULE (SEE SCHEDULE ON SHEET 12) f ON 5FlEEr 12) 4 SURFACt APPLIED. M COLONIAL MUNTINS (OPTIONAL) E10 0 w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wi + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). „ a •— -4– ADDITIONALLY, DAYLIGHT OPENINGS a AND "cu. 1 CREATED BY w1 AND w2 SHALL BE SUCH THAT I 1 I MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON I SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. X O 0 1� Y "AM QW- 25 or Zt,? AS APPLICABLE 04WA70 FULL HEfOHi ` ORCEMENT ('Y'.) 1 fn a. MAL 'S" aP MAx. SEI= DETAILS 1 & 2 A/6 (TYP. HEAD/SILL) AND SCHEDULE $2, OWN= Max. ANCHOR SPACING ON SHEET 12 (See schedule #2 on sheet 12) 19 + 2 (2) 1 3/4"x1/4" HIGH WEEP HOLE AT 3 1/4P FROM ENDS AND ONE AT hNDSPAN �!!R T�0,'y��'� Ri OWA WLDINO CODI;i V&*Hwellra ze") mwm TYPICAL ERIOR MoDucTP43visl� �� •... � z .�,�T�auw�. tl t � HOWDiNTALsu "v� FOR XO OS TT :wa ���� ..•���ENSF•••..� LARN MMU IWACT RaISTMTELEYOON BWldhqCo& 98 QX (SIMILAR) D 00 %Wr IM MW '4 ` P• • ; �L INC. ZHIAM. FL, 330Th OI/QATB12 u i �`/ i * `. TiLL1T �,I� dt us COWQW F�IIONE: (3!� 888-8103 Itsapse+ re eA Axain Rax: (3os asa- 92-006 8t ti � a-rtmik Ho i p ••.. �►:• w .� Ee_eowig Il, 144m ocuffy Uma 4 1II'L [Tiam"A" s st1xE7 a OF 14 — �iiilii//I!!I � r r � � n ■� ■ � ■ 111 I .AII • . •. -1 !7. 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Taj z��■c� ����1`���h>A., � •�� :, �: , Mfr q "ri •' `J � / ! 1.1 7.{ Y. 1:,7 �I � a�� a�� � ��'%ii�t ���� � � � � �� �Flo,:.�� �' _ � t� �i�i.��"..—..•■ y 7 1 ��� �, � � mac--+w� � �j r,��k? 1 � �^�\�\ �i -'"�+�'y+L„--�-- — - � [: ■� �; 7� `!. 1 i -- �..� �_. v mum- x'11':. 7 y!! � r% 1 ♦ :`r+ �.1'' f� �V1.'j_i 1 �l'.' J 1 :-�; 7 v xl •, � a -71 MOM ON .;I .t'1 ►. V,i%[/�}�II, ��r � i :l; '�4 I��3-I N�� { Sw 0 /�►: - �(1 i�Y11 i�� ' � ' , x. SII J'.~F7/�. i', i.i. � '. �.. •�� .�. .. if �.r t ��� �� •' p 9 9 A- - ��� � 1 , 11 •1 .1111 i , � �,.IL, ✓Ti q tH 1 O 1"3. � lC`✓� f� } VIw� ✓Sv �3 �:yl � � ;T�Q f�� ✓3/ Yi'7.� t�j'✓y l�f iL: © � ! � P V)AV 1\V`V`,1\V�iA�ii♦ 7 ,♦ :fx -,h 3x1 •t 1 / y] ,« xr� t • ] 1 ,f 1 �a� 7 all., 1 W1 '0 { '':Y�}� _ �" -�->��-�_ � -. .�-..1(Lll�-�/�I."' !�IrV�.�""!".r.:.�.�`".-.�i�i��� '►r1�1 ----.��:�'�' �'►�tec��M`■. � 7] �.I :11: • � r is "'r: '!1 'f� "'F, �1 i I aRK, r ` i ::�^I�: ,�';ti to �• �•{ ,ill TV A I/ ,c +F:II•• f• 1 .: I• - 1 tl� . Ili' • 0 �l M rI SLS =03ULE #2 Irmh17/64 ON SHEET 18. 0.28" 0.29• 1 x P.T. W000 BUCK SEE SCHEDULE 02 (SEE NOTE 8/1) ON SHEET 12. 3 3 fp ya� (SEE NOTE 9/1) (SEE NOTE 9/1) •:a:arrr.0�.i.•..ic,•: :a.is r�•.�•:.�•:.u.:...re. A e .i . (SEE ME-9/1) Ay�tlt�yV��. Y L: _: :• �-si i _.: is 7 i A.+�A WN.EMBEDMENT ' f../fG 9 .LTi(rtT.s i i9 i' :iT i i•L iS i•".1 i C f (S'FE 9Jt) E.D. (SEE NOTE 9/1) 2'x P.T. : :.•' :� • r. wow BUCK MAX CIA (SEE NOTE 88/1) SEE SCHEDULE #1 ON S'F1EET 12 °0° MAX. D.L.O. "• :•'`_� (SEE SCHEMILE #1 ON SHEET t2) c' w1* (SEE NOTE ON 1044 8) 0. w2* (SM NOTE ON SHEET 8) STEEL aELiM 6Y MAY. FRAME VA07H SEE 8CHEDULE 1 ON SHEET 12) LRED CONCRETE OR QTrf L SHALL CONFORM � CONCF ETE BLOCK WALL REQ'.' O rias Wi 12 (.�IOR MUM WALL. MIAMI DADE COUNTY APPROVED MULLION 0.28" 0.28" (CINDER WAIIATE APPROVAL.) MAX, WAM UMA&SHIM 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083-T5 (SEE NOTE 9/1) MIN. 8 E . E 1 {ts'Fk MOTE 9/1) t �.r•�..�rr...�....� �.tt.. •:a: ..es Zzu•. StE SCHEDULE 02 1 ON SHEEr 12. f (SEE NOT$ 9/1) ( wszi.:-. •r._. :s�:rs s�..:i i I �i (SEE NOTE 9/1) VA 5 MIN. E �2 ENT ®SEE SOW EE WE 9/1) ON.SHEET 12. "e" MAX. D.LO. SEE SCHEDULE ION SHEET 12) MAK ON ' sEE SCHEDULE #I ON si#ET 12 WI* (SEE NOTE ON SHEET a) *2* (SEE NOTE ON SHEET 11) MAX. FRAaE 14tDTN (SEE SCIEWILE /1 ON %W 12) EXTER�lb , *Std SCHEDULE 11 ON SHEET 12 SCALE 1/2' a 1" Hyl '� �•••� FWRLDA BLAL.DINA GODS"0YeltxsEy FAarLoan9Zotla) PR 14 ••e••'���s'••:,• ®zotxTutarc. 1lIIMIPACTiIbI�ZL�NTALBLIRtAK3Wt uaf / F IN=WSILE IMPACT RESISTANT Bad"*Code N : dli-C01/10/12 Ac neIvo •Q ` ' !NB. H F290 WESTL ,11 DATE Dote * TRW Tam= 8 am PRONE (303 889-8103 /��� �u / • �' i ! li9l tts X09. A 311 FAX �6685 •)a"1/VO �T i i t{�67f•!!I�.i011 1 00101{ MHW.�BiI Wfi1 �'• Q► •'jtI !! a- Leom DRAW= No 0 '•. Q !! E8-008719 as a mat mai xo ae�awme m� .. VYAtIER A TitdlT ' P,E. M�D ' 1 fLOIBDA Uo. i4tT17 • as w t + T iQ OF 14 18/64 SEE SCHEDULE J2 ON SHEET 16. O.Z3 1° x P.T. MAX, SHIM (SEED BUCK SEE SCHEDULE #2 (SEE NETS t3/t) ON SH6ET 12. $ f 3 z• �: ; rrT •s '. w..: 4 rv�? (SEE NOTE 9/1) E' MIN. ( •~+ Vf 1SE�E NOTE 9/1) M16 :+r•:.•rr=z i®:•r.•�+rsi t>�i t>�L•T l 1^•1!t CS i KOIE 9 (SEE NOTE 9/1) Q (SEE NOTE 9/1) Au WOOD BUCK °a° MAX. O.L.O. (SEE NOTE 8/1) SEE IEW6E 1 OUV sttEET 12) '"e MAX D.LO. - (9EE S*M ULE #1 ON SHEET 12 w1* (SEE NOTE ON SHEET S) W20 (SEE NOTE ON SHEET 8) .STEEL OTHERS EMBER By FORM WX. FRWE WIDTH SEE SO4EMILE SON SHEET 12) tpoum CONCRETE OR T1, A.B.T.Db. LL OO FORMA-65 •�* CONCRETE EM WAIF. REWD. OR A-38 W/ 12 t)l1GE ^,ER10R MINIMUM WAIL MIAMI DARE COUNTY E95. APPROVED MULLION o.as" 0T-4 MAX SHM .28" (� SEPARATE APPROVAL) 0 j AUAMM �� THDt�NES,S . OP qway D 3 (SEE NOTE 9/1) r� Ilk E. . MIN. K EMBEDMENT I (SEE NETS 9/1) c — SEE SCHEDULE #2 ON SHEET 12. (SEE NOTE 9/1) �I g -L.-�: _• i '-� i , I(SEE NOTE 8/1) J14 :urr.v.Tes•.-wz•::c•:s... ::.�•• ...t raa�: e $ MIN. OA E'MBT ®SEE SCHEDULE 2 @1 (SEE NOTE 9/1 ON SHEET 12. °o° MAX. D.L.O. SEE SGMEDtU If ON SHEET 12) "c° MAX. D.L.E. (SEE SCHEDULE 01 ON SHEEP 12) w1* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET s) MAX. FRAME WIDTH SEE SCHEDULE 01 ON SHEET 12 WERfOR- L SM SCHEDULE #, ON 121SEQJ10N5... F-E .(X- �1� �. �•. FLORIDA BOLDING 0000N"oh Volo*Hwdcm U* �� Q. ..••• '••.,• �1 ®sola TILTEQO 4c 1�{i IMP 1400MAtBUDIP W ' t<►Ron[x,-r ttBvisa� ,a�y1 ��ENSF .,:. w MSSII.E WWT RED STAW c o v�°A'e. _ /Tlusco 290 WEST 7e 9m 01/10/12 Acaepteuow '� HA W, FL. 33014 pAlm s 't1t1IT !t Fdt A PHONE: ( SS8-8103 d rj ftl� Gm KA�i �a J13.1�bAa A=a FAIL• ( 338-68$S 1 d"V W By .� waw.g�+�un w� •, � ••• � ,� a-RIYN: {iR@COOQOIAOrtt �tA@PINO NO WALTER �fR11 jr. P.E fiAMWmg � U0. 44lav oe was er stn (�( +,�+�+/ •• f ROM / 7 t as oe-tN ` SHEET 11 OF 14 19/64 HOPMONT L. SLIDIN WINDQW -- SCHEDULE # 1 oAVIANoow 0 11 MAMMUM MAXDW -I�� MAX OPERABLE QQ MAX.FDE(( MAX OPERABLE M TLX:O(o)D. ��j� R£1�DCASEB PRESSURE WATERPRESSURE FRAMEWIDTH FRAMEHEIOHT WNDOWMTH WWOWWIDTH D.LO.WIDTH WIDTFI D.L.O.i lEtt3HT ©USS RATO W1 W2 "oN ne "1.N TYPE 37" 33 912". 331!2" 58114" 298 +aa ad II +100 .1 elf. +1$ : 111Iff 831140 2811IW S5" 24314" 51" 56114". 29B M +90,400 pat +13.5 pef. 111 118" 74114° 37111(" 37" 331/x' 33112" 67114° 20A IV +90,400 pst +13$p8L 111118" 74114° 28111& 66" 24 314" 61" 87114" 29A ID+1001-1 S0 pot. +15 psL 981!4" 63114" 321X11 32" 28 3V 28 3W 68114" 29B I=OR OX WR1tDOW DEWN MAO= MA) MAX�lM MioaOPERABLE AX.MF ff AX.OPERABLE QQ MAXPOD n MAX MUM OR FDR (0) RECID B PRESSURE WATIR PRESSURE FRAME WIDTH FRAW WWff VWNDOW WIDTH VVINROW WOM D.LO.WIDTH D.LO.Wif D.LO.MW GLAS NO W-1 11ftZi "�N N8" �N I +100,-181?p:. +16 psf. 74114" 60 Iw 371/8" 37118" 3391180 33 9118" 49114" 296 Q +100,»130 psL +16pd. 74114" 831w 37118° 37118" 33 SAW 339/18 1/2' O.C. 88.1/4° 299 0 37 11W 37118" 33 9118" 33 ORO" 87114" 29A IV +100,-150 psf. +16 W. W 114" 80114" 30118° 30 U8" 28 9H 8" 28 9118" 53114° 296 MAXIMUM, ANCHOL SEACINQ .- -Y..- - -SCHEOULE-62, MEETING STILE MEETING STILE NEGATIVE A.S.D. FAD/SILL REQUIRED ADDITIONAL SUBSTRATE ANCHOR TYPE ESIGN PRESSURE HEAD/SILL JAMB ANCHORS CONCENTRATION AT RATING (PSF) MEETING STILE 3" 4" q" 3" FRAK 3" 3" 4" 4" 3" 3" 80 or low 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) HEAD/ CONE RLO TE 1/4"0 8111Lbat °' 80 UP to 100 7 1/4" O.C. 7 1/4" O.C. SEE DETAIL 2 (6 ANCHORS) (W MZ gAAIAWIM TAPCON s 100 UP to 130 g 1/2" O.C. 3 1/2" O.C. SEE MAIL 2 (6 ANCHORS) 130 UP to 130 4 3/4" O.C. 4 4/47 O.C. SEE DETAIL 2 6 ANC HORS 80 or lees 9" O.C. 9" O.C. SEE DETAIL 1 (4 ANCHORS) OR 8 5 OR 6 METAL 1/a"0-14811ILAEX r 60 UP to 1008" O.C. 9" O.C. SEE DETAIL 2 (6 diORS) AS APPLICABLE AS APPLICABLE W WE 94,M) TEK SCREW > 100 UP to 130 7 1/2" O.C. 7 1/2" O.C. SEE. DETAIL 2 (6 ANCHORS) } 130 UD to Iso " a §L8-:, 6I HM..A SILLAI HE6D. & SILL 80 or loss g" O.Q 9" O.C. SEE DETAIL 1 (4 ANCHORS) 4 ANCHORS 6 ANCHORS. WOOD 1/4.0 �BIALDEX ' up o 9 .C.O 9 O.C. SEE ET �WE WA) TEK SO" r 100 u to 130 P 7" O.C. 7" O.C. SEE DETAIL 2 (8 ANCHORS) N-1 30 up to 150 6" O.C. 6" O.C. SEE DETAIL 2 8 ANCHORS) 41000% PA -•••� FLOFWA WUXW CHS lid vdo*munimm 740) monvcr REVisEn �� ...................d,� 610%mt mm 180 H10H WALT HOR�ZWAL WI as cvm0yb*v" 6 mdwftcc* ,#4 J, ENS�C LAW tal IMPACT RE818tMT :, A AA low �„. c o 1110. PAIR 12 290 f1 T 78 ROAD 01 r 1 kpALEA�I, FC 33914 CA7C PHONES {308888-8103 sE„s� 1 .A sssee FAX: (309 088 Li03 92-0 BY L OF t 1-t , 1-test N0w4ae .eotn s-mock trtecoeackwn DAAWW No ••'• �, W�147E� 8T1�8 p,E mini AIN OUR in ob � �IIAA6-DADS Y y {� fLA& Uo. alra oto aH1t • SKEET 12 QF 14 4 5 (2) #8 x 1" P.H SMS SEALED W/ 2 Now" MP.) 15 27 (2) #8 x 1" P.H SMS /- SEALED W/ CONT. ALL AROUND- . 5 (2) SEALxED1 W/ SMS , x' / , ' 3 NO ,l el I 1 27 morcm ' ' CONT. I I ALL AROUND oc I ' - I ' S I 27NOTM ,.) CONT. ALL AROUND 27 ' CONT. / ALL AROUND 5 5 , 27 (3) #8 x 1" P.H SMS CONT. -/ tip'-1 - SEALED W/ ALL AROUND/ y / i 27 CONT. I ALL AROUND "TCC I ' cIW.a 2 , CORNER CONNECTION AT H_EADZSILL & FIXED SASH i SCALE: 1/2== lot 16 (2) #$ sEa o2W%.2 SMS .WAMM CME0-00 VdMft NZWO) o . F G - aA11 PRODUCrRMSED LMEMBREM2WMAMM M2 ummo am61h L'Oa0 � 230 WEST 78 ROM 01/10/12 IL FECOme. FBALEAIl. FL. 33014 DAN EVkW=Daftsaw a e PHONE X30) 558-6M T36ft ems > FAX Sas ass-sass 12-M BTArc Of i a_ oitAr�aio No �3 ,� EB—Ooa+s'ns mr.m nmazamo� oas am it a m"= low ' t.- WIALM A.IOJJT Jr P.E +`�� FLORIDA Lia. 44187 aiaafnn a WIM 13 OF 14 4 or (2) 8x 1" P/®SMS SEALED 15' (2) #8 x 1" P.H SMS ' SEALED W/ 2� i 7 ' I I ' ' I 27 { CONT. tea '�i.��• ALL AROUND 8 27 ' CONT. i ALL AROUND , s i ' 4 ' i � I i �I10000 , 27 ! CONT. ! ' i ALL. AROUND i 2.7 ' CONT. ALL AROUND } I 1 6A ' � I I i 7 ' i @(2) #8 x 1" P.H. SMS l SEALED W/ 27 l 1 5 (2) #8 x 1" PrH. sMS SEALED W/ 27 CORNER CONNECTION AT. V N SCALE 1/2"-- 1 a TlLL/T HM M BULUM CODE Ofth vew*ftwimm ZQW) PRovucr tee_ attm iaueeaoo '6mHMOrAr.TIMFU MAL GIMMY&SMt>t�►wn.str: wohtbe' Fbwida ? �:'�G LARGE M .ENAWTRMWAW 280 ViW 78 Rm /Tl i " ESC. taw, ht. 33ots Ot/t0/t2 low Imum at mumamm m"m PHONE � 8M-8103 12-M S ♦ etoa ew. sec xa,vta e a x3see► FAX. 5:18—BG85 '.r '; " �': `� ♦♦ Prole (106j4� 7T-/0 P�s(JOS�B/t-i!i!t ®-+1fOQ87t9 me nmasmo� n� ,ex a naaair�eos mme Lwam No ON MMMUIVE COUNN +� thy. 44 7P E t ae�isle s SHfiEf l4 QE 14 4 moo N r-+ 28/64 . rn HURRICANE BELLEVILLE FIBERGLASS DOOR UNITQ CO 8'-0" DOUBLE DOOR WITH/WITHOUT SIDELITES �49tl °� � 1#101z cr --J 20.5" MAX 36.375" MAX. CJ D.L.O. PANEL WIDTH 37.5" MAX. 0 O WASTRAGAL SAME WIDTH ! / Lu Q �C GENERAL NOTES U Lu _ 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® Lu L0 U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM a l-- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ,"•; (n DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � q LII 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 _ AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `n � Q a � 9 4. PLASTICS TESTING OF FIBERGLASS FACING: Cd Id Id 8 lu L TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 752 'F > 650 F o J RATE OF BURNING ASTM 0635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM 0638 3.271, DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 O ix �j a a DOUBLE DOOR UNIT W SIDELITES �>ID4JI vv)cn c$n v$i ccn a° Ire' zcn ixEn50� ® ®® ® ® ® ® ® ® ® ® ® U�acn � V) V)Q�Qc� z o�000 ww0 xaw Q 0) zUoo 00 ® • • • • • . Qo p Q 0 "'w `r'a'y::,-N a all a a a a L-j a a ., a LA�[ � st N SINGLEDOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WfSIDELffES DOUBLE DOOR UNIT WaDEL1TES WITH SIDELITE WITH SIDELIQ d WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO N PRESSURE DAM 2/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* / . scare N.T.S. X 37. +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 SHEET # DESCRIPTION +50.5 -ST-5- +55.0 -50.5 +19.0 -19.0 - +55.0 -50.5 �• eY. SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -1TO 1+40.0 -40.0 +55.0 -50.5 �K �, 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZORDRAyA 3 ANCHORING LOCATIONS & DETAILS I OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 1 +55.0 -50.5 FLORIDA P.E. * High Dom Threshold Design J56533 DWG-MA-FLO121-05 SHEET 1 OF 3 Miami, DD c-- C) 6" SEE DETAIL 6" (o "E" } 3" 3" 3" 3" 3" 3" 3" 'ca — 6" 6" �` 0 J 7 I LY i � 61, 6' 6" 6" � x'11 " Ln 3 to _ n _ a M Lo M= ` N� — — QC4 rL U r7 0) f--- 0. if V) N y_ SE DETAILTL_ � .� "D . /- D cr j co W W N W N O 4' z 8 8 8 SEE DETAIL m SEED L H "C" o A c`"v "c" A A — w z — N �"�. cn �gtif o � t�j ep Cr Q l 6" 6' 3 � � � � a 6" 6" a� ci —F 1 �N�� ItL-d t,3�3�m 3" „ " 3" 3 " " T 6" 6" (!1 to fn 3 3 3 3 cis N U 6" SEE DETAIL 6" z V?(n "F" #8 x 2-1 2" g a�0 z aN ASTRAGAL RETAINER BOLT HOLE � cn a o o N MUST BE DRILLED THROUGH z�o a rEll #10 x 2 THE THRESHOLD & INTO THE a a _DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH #8 x 2-1/2" #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1 .375" THROW 0to 00"w u- 10 x 2 #10 x 1-3/4" STRIKES SHOWN.PLATE TO FRAME DETAIL "F" ASTRAGAL 11-1 0 t 11N �►o „ d' N #8 x 2-1/2" #10 x 3/4" 0.124' ANNEALED DECORATIVE INSERT - (OPTIONAL) J10 x 5/8" 0.090" SAFLEx ulc DETAIL ,>C„ 0.124° ANNEALED .0124" TEMP. TYP. �oc�mQ ALUMINUM OR Z DETAIL "D" SPACER .;;q d;. ~ #s x 1-1/2° PHS ogre: 2111105 �: °•; lrifDl SCALE- N.T.S. I 0.962"1 " Dow UA ..ti oOR QUAL Celtifft r+�» owc. SwS 1.75 11.047" OR EQUAL �e. 1.375" .;,• n•.•; �, CHK. er: T1tYiEglo Dom ORAWNC NO.: TYPICAL GLAZING DETAIL DWG-MA-FLO121-05 INSWING THRESHOLD O�T�WING THRESHOLpTHRESHOLD HIGH DAM DAM OSS THRESHOLD IMPACTIMPACT RATED sHEu . of 3 lams,PL 33168 3U/64 CL 00 cc e-- SEE DETAIL O "E" SHF. 2 6^ 6^ 6" 6" " 3" 3" ^ Z q J 3n 3" 3" 3n I_ 3 3 Qcr 1 1 ! ! �` I 11 11 I Q � p 6" � 6" — EV 6" 1 CD 111 �" � _N o f•+ Lo U a M 0<- in Ln sC�[ Lu SEE DETAIL "D" SHT. 2 — — = W W tD N W 4t } A N SEE DETAIL — — "C" 5HT. 2 �A�-- las - co o 3" 3" 6^ 6^ 6^ 6^ a a I f 1 1 1 I f I I1 ! I 3co u N61.d _..{ 3^ cn 3" 3^ �— P73-1 cn cn to ^ 3" 6^ 3" 3" 3„6 —� SEE DETAIL " " z "F'" SHF. 2 6 6 0 w azo Qcn0 ATTACHMENT DETAIL MIN 5" 9 x o 0o MAX a 1 . ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM z x �" SIGNED AND SEALED BY ROBERTO LOMAS, PE ozvoo Elul �L HARDWARE SCHEDULE Q w zz a (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS 1 . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Co Lo Lo BEING CONSIDERED FOR USE. JAMB, HEAD, AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o a o 0 o w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY AT 10-1/2" CENTERLINE. tIN N a Nl #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ANCHOR INSTALLATION 1 a. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND C14 " N It qt ' o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED LOCATION. 4 ' • * _. AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1•S°" (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED LL-1010 04 a z MIN T 0.25" ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP ANSI/AF&P:A NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAXHiAND (1) AT BOTTOM. OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE DAM 2/1 05 MINIMUM EMBEDMENT OF 1 -1/4". OL � ,_ r2- 4" X 4" FULL MORTISE BUTT HINGES. scams: N.T.S. A +toltt owc. BY. SINS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ":+ � CHK. er: TRANSFER LOADS TO STRUGTURE. -�'" � TYPICAL WOOD BUCK =NL 6/ 9.�D oR"NG Ho.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION D91 awc-MA-r2°121-05 sHEu 3 of 3 4/64 GENERAL NOTE 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 9• & R.-- MOM= EDMENT AND EDGE DISTAN( ARE BEYOND ANY FINISH. PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW (A) TO EXISTING POURED CONCRETE: (MIN. f'c = 3192 psi). MIN. EDGE DISTANCE (E.D.) 2 1/2". LARGE MISSILE IMPACT RESIS'T'ANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. -- 1/4"0 TAPCqq ANCHOR W/ 1 1/4' MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUIL.DEX, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 18,200E THE ABOVE MENTIONED CODES, USING (COMPONENT ), THRU 1" P.T. WOOD BUCK. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL — 1/4"0 TAPC94 ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUiLUEX, INC. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE (COMPONENT ), THRU 1" P.T. WOOD BUCK. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (C) TO EXISTING 2xP.T. W000 BUCK. MIN. SQG£ DISTANCE (E.D.) = i". _ IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCRFASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MZ USED IN THEIR ANALYSIS. FASTENERS SPACING — 1/4u 0-14 � ).SCREW ANCHORS W/ 1 1/2 MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDER, INC IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. (COMPONENT CEJ THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH (D) TO EXISTING MIN. 1/6" THICK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTMCE (E.D.) a 1/2" SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT Q3 ). FENESTRATION TESTING LABORATORY REPORT # 51107 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1616 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS E TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-653 OR RESPECTIVELY. ( EXISTING313) MIN, EDGE DISTANCE (E.D,) = 1/2'. Z, li/pY111UM. _d.S.D;,.DFIDNES RE R0Id� Fes,O�TH,(I WI DIDW $MLLE K� SHOWN ON — 1/400-14 SCREW, AS MANUFACTURED BY ITW/BUILDTDX, INC. SHEET AJACHMULS X111 (COMPONENT ). & 10. PROVIDE 1/4- MAX. LOAD BEARING SHIM SPACE (TYP.). 4. THIS, Melt&„2= HIGH IMPACT 510U MUNG MM LARGE MISSILE IMPACT 11. REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED aCMMT 19_APPRM0 En AIR, AND WMERW ILMO N(UESCHEDULE, &I ON ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. SSI.. , 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY MS113LE LOCATION. 5. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. tel. IMPACT GLASS AND WINDOWSo OW. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063--T6 ALLOY AND TEMPER, WITH Fy= 25.0 HIALEAH, FLORIDA kal MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. STRENGTH AND 90 ksl TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM S. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. AND SHALL COMPLY WITH SECTIONS RESPONSIBILITY. 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. (C) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. dot A. 'ys. ftMCA BWWNG 00W(N 0 VQb*HwftftZ ma) t•RODUCTREVMM F'•., 9 mea mRw sic. cn4reu erg as eotuply(►�With do�hrf� �� '•_' ,,,,,�,,, LARCH MLS8ILE 1 MP CT RTEI3TANT .A.{IF.P./11.C.v./ �. � o �•�14. I eco lea. 280 9MBST 78 R o,TK Date � H{ALFAfi. RL. 33014 >�” T Nd PHONES S�Of8-8103 /�� �. yl HPC : , 0�8FfM 359, I 31�WM R 331X10 F�1G (30S -.EOdJ a"VVi7 0 ••I�/ .,�•I�,� Eton i{ 1�1Zi�0.Int 1(d08 1611 NNNY PGti�.C4J17 �` ••.•,RID•,•.• w ��' e-matu t oouoom ORAWINS No IIAMp-Oi�8719 W fty. on . .� 441Ja87P4 t as 0►-mr a � � SNEBT 1 OF 9 ' f,ow s4s" ,.moo RW. 35/6.4. �r ,43Y Mae 27Y .082.• .93s`�, .moo 9 37w aes• a 1.0 .ow sms �- pgr 06it' .77'r .4a3" .249° t.te9'RE F. .148• s av (7y�.J �• ,�• .4 I.t99 R•� A48• 16° 1 1' .t w .137' 1w ATO' . . .489' .71St° �" ' .�1' .tffi' Ala• .876` A61• AN* 1.1 1. sea' .146' 1.04x° a fm:-,o VIP w:W. Ass a ( .19a 4• 7a R.9 U\ �� "fir 1.1 .109• .713' Y t Z &UM, IN LOT fbAQ (� s rr aea• 7t At,r 070' °_. 1 �C (� oer o Ii111ti1L171C.!°2 .r>9' 2Irr. A1S' ®�11TR�••1.di tL�• " " 6083-T6 ALLOY & TEMPER ® E +JAMB WW-TGso SCALE ID & TEMPER 6063-T6 ALLOY & TEMPER EUME SCALE 1® - 1" SCALE 1" R 1" 6063-T6 ALLOY & TEMPER 6 6063-T6 ALLOY & TEMPER .4w-- 4+J8' °to' AW mss. ��63Y x Imo" .t87° R Rill 1B .i3 t36' 17a' .2 1 .198° 01 • • Am r 047" q.031' .ow RA16 A8� ° "• - Ra 24' REF a 2b' A89'1t R 1' Aw �1 .7 6°t4' .E r1! .1 rA Ir1�'.109* 188° • ju 2 . .189' .169 AB•d' I �" t .128" w s fir A 18$a 19 o1w A6T" RAW-'o . .128' A69' M• RAS' d1t9• 8 3 .080'f7P, 'ow. J6 S• 1 t. EF. . ' ° .097• .081 4.E R • dl s' 2I .ITP ,7 .0784 iR u . k'4R... .a9a° '� Sc 1" 1° RAEw .a ,�• � IF, GLASS 6063-T6 ALLOY 8e TEMPER �. ,t ����+ ��11rr 1 SCALE " m 1.- y�• w () Y�,�SIDE Reil 6063-T6 ALLOY do TEMPER Q IYENT TOP 1BNL w.,a. bm MEI.SAIL ,1�• ,✓ 0�. SCALE 1" 1" SCALE 1" - i" ~ Aw i�� SCALE 9° 1• 8 EWT BO L 8063-T6 ALLOY & TEMPER604 3-76 ALLOY & TEMPER SM-T6 ALLOY & TEMPER SCALE 1 . 1 6063-T6 ALLOY & TEMPER . X67• .987' .loo• 67Y 148' 40' .176• R,o s' .tab• .oma• ..16w 1" , �. 7 • COMPO ENTS 1 WIY .aYfi" 6,swT1V \•�// H om 1. I.l • I I 1�" �/ ■II�.� ILjVfl.Y/ tom" • $0" ° R.128 F.06a° SCALE 1/2" 1 FLORIDA BUUN Q�E(�'11 Vcb* 110 x04 alo -T6 OY t ...... wr • " pRODUCTR6ViSBD 11� •••' •�• ®2012.TflTk�O Ute. S S� i>I�WN tlYf ,�' a3t• 1s com*1m Rho[+h>ridtf. a�11 Q�:�t� NSE ••• LWGE[t�tS9�LE IMPACT R��STMT •a/F.F./dt .v./ .tea" 062' BlIN4014W Acm.ptmmNOl •' * ; .� l�l6. 200 WST 78 71 Rm DATIE 01/09/12 11.AZ111fG.,�EAD_ .tow a4i 10• Dwo : CC . 7�sru�a al WA-A�,► Ptro t ( ese-81o3 ` FAX. (309 998-•Bt386 ?� » A47 palm a p»t6a �. 1 a-40S FOR 16,GLr„�ASS g ��••fi�tt LATCH B i A : �c► »• I_,a�o.F�1 te„ �+t SCALE 1" �+ ,' o rlmL`I .�'.. •' +�� Ea-000s7,e f ►wa+o Ito aw m mt+c rsa c. oae fto sitter 2 OF 9 6063-T8 ALLOY & TEMPER SCALE 1 a 1 C ?+ 11 FWR toi b7P E , ao w. s 6063-T6 ALLOY & TEMPER 36/64 BILL,._OF MAIMIALS rm # DwC]lLt mt; UTIiRi[Ai, 1 FRAME HEAD 6063-T8 2 FRAME SILL 4076 19 OR @OR @ (SEE SCHEDULE 3 FRAME + 1#1 ON SHEET 4) 4 FIXED MEETING RAIL 8063-TB 11t t ALUMINULI INSERT BAR FCR(D 8063-TB q 1 s VENT TOP RAIL 8081—T8 1 1 6 H.D VENT TOP RAIL 6063—T6 IIrkh ' ALUMINUM INSERT BAR FOR 8L3—TB a OD 8 VENT BOTTOM RAN. .6063—Ts 1 I 7 VENT.SIDE RAIL 8063"78 fil B ING BEAD FOR b/16" CLASS 8083—TB p a ; CLAZ GLAZING BFAD IRS 7/18" CLASS 8063—TB 9 VENT LATCH 81 8" FROM ENDS 8083-78 8 p LATCH SPRING ST. STEEL. 1� 1 GLAZING BULB VINYL. NEOPRENE (SEE SCHEpU E 5 I ON SHEET 4) FRAME & VENT ASSLY SCREWS. (20) #3 x 1" PH SMS ST. STEEL. SASH CAM C�63-TB + VENT WEATHERSTRIPPING - 1 1 FRAME SNL. WEATHER S"PING - BLOCK & TACKLE BALANCE SUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR, 3" FROIA CORNERS MAX. AND © 12" O.C. SMAC.). AT MID-GLASS SITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET SILICONE 1 FLS-28, CLEAR. SASH STOP - N(A GLASS, 0.328° OVERALL. LAWNATED GLASS WITH (1) 1/$" HEAT WREPNGTHENED CLASS c; + A 0.080" INNER LAYER FLM DUPONT BUTACTTE PVB. INTERLAYER By EI DUPONT DE - NEMOURS, + (1) 1/8" HEAT STRENGTHENW MASS CLASS. 0.444" OVpiAtl. LAMINATED GLASS WITH (t) 3/18" HEAT STRENGTHENED GLASS - + A O.M" 94NER LAYER FILM MMNT BUTACNTE PVS, LNTERLAVEIt By l0 DUPONT bE EXISTING STRUCTURE NEMOURS, + (1) 3/18" HEAT STRENGTHENED CLASS � (SEE SCHEDULE #2 ® CLASS, 0AW OVERALL. LAMINATED GLASS WITH (1) 3/18" HEAT STRENGTHENED CLASS - ON SHEET 4) + A 0.0190" INNER LAYER FILM SENTRY CLASS PLUS, INTERLAYER BY E DUPONT DE NEMOURS, + (1) 3/18" HEAT STRENGTHENED GLASS STlWCTUw or PLEDow comic 7f98. SIUCONE SEE SCHE ® C SEALANT, �YES EL FRAME ALL AROUND (E3C AND INTER�RI). FRAME SILICONE / #2 ON SHEET 4) CORNERS ANCHORS. 1/4"0 TAPCON ANCHOR BY fTW BUILDER, II:. STEEL 9LAZMG...-""� ��' T ANCHORS, 1/4u0-14 TEX SCREW BY ITW BUIU=, INC TO WOOD BUCK, ALUMNUM TUBE ;STEEL � " DIT& /�1 ® OR STEEL LASER. (SECTION) ® COLONIAL MUNTIN (OPTIONAL) 8083-TS SCALE: N.Y.S. ® (4) NYLON GUIDES LOCATED AT VENT JAMB STILES AT 4 1/4" AND 38" FROM BOTTOM NYLON USING 1) 8 X f 2" PH SMS. ® (2) NYLON CUES LOCATED AT EACH END OF VENT MEETING RAO. USING (2) #8 X f° NYLON SMS. 1' ��'•�t. R.OFLIDABUIUDING CWE VOW*Nwricass b") i ooLNcr REvislau ��� ,.••G�iygE'.•:.. 20I2 m9a WVE82W M1681RIS'MT v% as c=Vlyin wilts lite 1FIoda •• � .w 7- lim"lon �,, ,Iz % / -m tLEVo 33ai4 Dd0 M: 1 low Teai>juao & ANO C01tPANY frF10NE: (308 Bee-8,03 *; � y. : as>rtr tta ttt".tet,arms st,a3tas I<ax: ( >=-ms 12-005 vr,oe.r 1-ttt�.Amt r i67t •9� tt a-roans ooaa m °i ORAL No '•.. QQ:''• �� 011p—,,X�817i19 sa.eo Darns eaw o r�r o as IAMI-L?A0E C4lfSf1YORNA Ito. 4 't'�7p� t me aur JooA s SHM 3 .OF 9 7/64 $llj.QLE HIJNG WINDOW. SCHEDULE _ji c"mD m . o� nrm {sem �L OF Maws NJ F wm (sm school E i, A/� 4 SUS APPLIED. I +80.0, -80.0 pof 12.0 pet 53 i/8. 741/4- 33 1/4" 47 .318" 33 5/8" 47 11/4" ® i 9 4. (OPTIONAL) 0" 4 + + rte' Frm +90.0, -90.0 pef• 13.5 pof 53 1/8" 741/4° 33 1/4" 47 3/8" 33 5/8" 47 1/4° ® } -100.0 psf 15.0 Pef 444° 741/4- 33 1/40 38 1/8" 33 5/8° 38" TV 120.0, -150.0 -pef 33 1/8 74 1/4- 33 1/40 47 3/8 33 3/8 47 1/4 ® ® + w D76 �!�•...., It ..� D/6 t� IM M ._ANC -R L 1 8/5, �!!� ! SEE c)Er THRu 4 &3t • SCHEDULE2summm M t�AAMUM 1/4".� MRI 80 OF! LESS i3" 0.0: 13" o.o. SFE DEG 2 ANCRS � BUILDEX T N .X80 TO i00 i 0 2 a.a. 1 2 o.c. SEE DEIA2 3 4 4 ANCHOR- > 00 0.0. 7 1/4°10 ITW/ OR 1 ° " W E/� :r/7 BUILDEX T ON >80 TO 100 10 1 0.0. 0 1 2 o a. � �T}L 3 4 momlG l ..:. ._ _ ANCHQR > Q 7 . . •° " ' 1= ITW/ 80 OR wo 15 1 o.a. 1 ° o.o. OEMIL 3 'SPACIN (SMSbCtiEDLBB ) �! V �I! OR ® WOOD SCREW >80 TO i� 121/2- 0.0. 12 1 2° o.c. SEF DECAL 2 3 AIS DRS elPUCABi.E ^ >100 TO 150 8 1/2" o.c. 8 1 2 o.c. ME OHL a um C 5 µ ���. 1/4"�-14 rr1Rr/ 1 " a // in OR TZ( SCREW >Q TO 00 14 1/2' o.a. 13" o a. SEE DETAIL 2 3 >iQQ TO isQ 9 1 a o.o. 9 1/2" c.c. DUAL 3 4 D.LD. "b° Ri 2 OR @ 2 OR ® 2 OR 4 , (2) 2"x0.25° WEEP A8 APPLICABLE ® AS APPLICABLE �APPUCABLE S" OR SPaCMO SM © F�RO�M AEN S�87" SmauLt 12) AS APPLICABLE iniq TYPICAL,,.EXTER=Q .ELEWlQN SCALE: N.T.S. * NM hi AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY.SHALL BE SUCH'THAT hi + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT 2-ANCHORR 3 ANCHORS INDICATED ON SCHEDULE #i. ADDITIONALLY, DAYLIGHT OPENINGS CREATED BY ht AND h2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS °o° ;� // 7 �, . CHARS CONCE,NTR�►�'ION. AT N O� FEIN1G RLS AND "c" INDICATED ON SCHEDULES ARE NOT EXCEEDED. �R , T° �.+ SCALE: N.T.S. SpA ,p1P1{� V � A) ,� •'• �C �{$ •'•.. ®:rots muco uan I 1 anAwit etr+ paonuCr tEvtissn �� :' L F ; 101.1 L881L1~IMPACT RE818'[Al�ff A Ail vVjf the.FbRrdB b1o. 4'i ':cceppwmac No I ECO 1 W C. . FL =1414 01/09/12 DBfe ' ttr rt ANO COMPAIIr PHONE (30.5 588-e,o3 t,Ew A A xatp FAX (309 $59-8885 sy t n-tsao.t�°t c°�-'te„ 12-005 Ds .}►ra �, '•.•nk pP••:.�, �� a-Mon: Lat. o�ernMtAWM No "0027411 pA[IE�a Td11r�1J PZ ax ea - an 1W.Ke oases aas 4MW �"� X1.02 tio. aa17 ` t m s Si1F3ET 4 of 8 4 1. Ir. 1\.\ 1. _ • \ / / / ,i M _ •• • 11 1 •1111 • � 1 , to ow 0 V4 fiU ■f •• w-'ate ► _~.. i �a IIIA 1� ��� 1�f`� •• ]► �� � � . ,, , ;,� ,il � � rt �i'r ",11�1�rr�--- UJB_ ��i ��S ����r�— •_ 1�1 © .�+� I n " � ( ,, ..ia,.lf /, RR ,�N��, '+� •:.•al:r ^i •- t�'I � I iD r' `!i:' �� �y�: � ��:���,r L' 'IS � n ../I:��l !' � !. 1 7 ��i :1 � •' ��CiJ i!i Lk 7N al1 I � (,l. � • �� `s .► .�_�l l�;l:' I '� 'S 11 �.. f� � i 1►�1. f - n = w s ^�,���■ ` i �' Q"• v�ro •• ]i e _ �.. � ) 'II V i( O r as l * INV �` n ����fri!�� ���.r� �;`Is 4F/ '�__,�►► I��f:fi���;lo��� "- C ice,, ���,'' -I`;h1, i � ,] '. ]. n � ����� �R�� � - � � "�!pp © � � '] �• '.71 � 77 y Cil- ,, :.]-.. i , n A - t � '.k1•S.l�. ] R 1 rI .�il n 1• • �� Miml��11 I/►�R ) �1 71 i •1i .� �� � ' ' ;Iwriul� IPI' 0,r ■I�I�iI Ci �k, r ,`�� •_ ('►\11�1.��I �;� i j;ffi— � tib. • �"•,. �� 'Ii� '� i � 0 Ni:r: �,�N f' ��Il IF �;--_� © � ; ��I�%,lam: � �,•.. ��,� 4 JNM, Siam oo oo .► • _ u . 14 _T ^ -. -fir • •;- ♦1 •.. ...- 1� as - I�= 1'i[� �'e,'`r .(� �T `' c T P< <►i•�. • r ui t . i _ _ 1' • �.�i� i' -i.. j•�_ y 1 !i• ll �:��)1 i �S C r, �� " - ,--i" �� Citi�'Rra= � tM fr l0 0.0 7;,",jvc- 4t, .II ty • kqE, 7 f N cil A "C r » 4 Y `.7 •► 71 r • 7 1 • d � ^• 71 , 7I ,71„:7” • � tF1 !' .• f r ! 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SCALE 1/2" 7� a� B OOD #%b Vetod ftwfmmZcw) • PRODUCT REVISED �1�� Q► .....I.. • eml.Ira=9M b' 5208 HKMiiMPAS:T Ei'�10W W canna W-. as v=FbMs with am Florida �a ��. �ASE = LME MILE IMPACT REMANr -P-A ay./A. 13�dldia$Code , ♦ •' .' ,-�Co �o> o1/og/i2 Aff MAtF�IN. FL 33014 ONE f. � �o GOMP urn see-9103 M FAX � 958-9M S� Q'•� ALI 610" M"IMM 12-M e-°wL ORI►rM do COUNTY �♦,� pAL75R Jl TMJ tT.�c. P,E ALM MM an Mab asoa�mr Oar �g f AM M,14187 es a •SNW a OF 8 a ' 5 OR t 5A + SA} 7 12. (2) #8 X 1- PH "PH SMS 6 .. 12 (2) #8 X 1. PH SMS CORNER C.ONNECTIOAT BOTTOM VENT SCALE 3/4" Raa�w►s�.ommmot ►v ,►a5compiftwaftFloib 44 z � •. : �� ��:Q clic. zen sT 78 � 01/09/12 • K #fEi, FL 33014 GATE ate- BIMM4 I-Gomme •uatr 3 'S �, �� .��• ! '�r 4wi e; OM C��= .' `c — p m NX 42-0 5 7 tommocaLmm DRAWING Ne WUM 1 � A. CIY dn4k411PE FARme� iw� SI�BC a OF 9 .p pN� �P cl: Do cc U � METAL-EDGE STEEL DOOR UNIT 8'-0"GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES 21 MAX 36.375 MAX,149„MAX.MA ova t � ° c) cTH Q r DMAX. -..L.O. W/ASTRAGAi, FRAME WIDTH Z 11 R U C) U GENERAL NOTES F L U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM o NLij DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. x x 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN +; J ACCORDANCE WITH SECTION 2220 OF THE FBC. 0-10 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. R. 5. 0 5. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST ct c y m a TEST DESCRIPTION DESIGNATION RESULT oo L d SELF IGNITION TEMP ASTM D1929 740 'F > 650 'Fi-i w RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13.4% ? O TENSILE STRENGTH* ASTM D638 7.50% DIFF o * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING a 4500 HOURS XENON ARC METHOD 1 AftftWM DOUBLE DOOR UNIT "QEUTES iD m cn z 0 Ln . . w d 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT ANGLE DOOR UNIT WfSIDELITES DOUBLE DOOR UNIT W IDELIT S WITH SJOELITE WITH 20a z WHERE WATER INFILTRATION PERFORMANCE IS DATES 2�8I08 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15X.OF DESIGN PRESSURE /► SCALE: N.T.S. SHEET # DESCRIPTION CONFIG M175 WIDTH INSWING OUTSWING INSWING OUTSWING i pwG. BY: SWS +47.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +47.0 -50.0 +50.0 -50.0 +19.0 --19.0 +40.0 -40.0 - CHK. BY: 2 ANCHORING LOCATIONS & DETAILS OX or XO +47.0 -50.d +50A - A +19.0 -19.0 +40.0 -40.0 +50.0 -50AKURT BALTHAZORDIUMNO ' ANCHORING LOCATIONS & DETAILS OXO 2.5 +47.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40,0 -40.0 +50.0 -SOA FLORIDA f'.E. DWG-MA-FLOt78-08 OXXO 49 +47.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50A J56533 * High Dam Threshold Design LSHEU 1 OF 3 1,FE 3 3168 ^^'' L ) [L W O 6" SEE DETAIL 6. Q 3. 3" 3" 6" 6" Z 4 J cr- 1 z � 0 t 6" 6" 6" 1 o •Q H • . c � 6 O L U = 3" co in Z cl- t0"? N 'iu l() U NI` W Lo rN a a M O 0 � V c F V) . • t >- }, SEE DETAIL _ � LuCY � N Ax W N 0 B B 8 SEE DETAIL m 9 = SEE DE I kIL �--��� 01 C w z A N "C" ._ N H .a W °Q Q U cr 6" 3" G 0 co I I1 I1II I i ^ I >6-r 1 3" 3" 3H 3 I— 3"t �— 6- 6.. ." 3" 3" iQ 6" SFE DETAIL 6" #8 x 2-112" ,. ASTRAGAL RETAINER BOLT HOLE O MUST BE DRILLED THROUGH #10 x 5/8" „ „ .THE THRESHOLD & INTO THE #8 x 2-1/2" DETAIL E ASTRAGAL STRUCTURE DEEP ENOUGH #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT FOR A 1 .375" THROW #10 x 112" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL ui a #8 x 2-1/2" #10 x 5/8" AS SHOWN. #10 x 712" 0.124" ANNEALED DECORATIVE INSERT #10 x 2-1/2" 0.090- SAFLEX II G (NOA 09-0127.13) (OPTIONAL) DETAIL "C" 0.124" ANNEALED .0124' TEMP. ti _ z DETAIL "D" Amffdnbwm •0:71 '• QATE 2/8/0$ •9 Aw N.T.S. { 0.962"I oow 832 °°� Dow 832 �. SWS 1.375" .� 1.75" 1.047" OR EQUAL �'°' OR EQUAL CHK BY' { # f EXTERI INTERIO ORNWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD TYPICAL GLAZING DETAIN DM-MSA-FLOI76-0a IMPACT RATED GLASS IsHErr 2 oF 3 FE 33 1611 2/64 1 5Ln CL: oo SEE DETAIL 0 "E" SHT. 2 6" 6" J -\ 6" 6Ict " m 3" 3" C 1t -- 3" 3" 3" 3" 1 1 I ! ! 1 1 ! l I Z i p cc q -IT6" -_ 6" 6" 6" f Q _ cif--1 U � W � CL Lo U CV r- ip ^ _ U �y Lo s( M a c- a. � SEE DETAIL a "D" SHT. 2 cfi � it> w w N O o � z SEE DETAIL A N "C" SHT. 2 C o 3" 3" o F- � pi6» 6» _ 6» 6» Il 11 1 11 I 1 if I } 3" 3" 3" 3" r 3» 3- 6" 6" 3» 3" SEE DETAIL 6" 6•, "F" SHT. 2 CAI ATTACHMENT DETAIL o 1 . ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, tn Elul SIGNED AND SEALED BY LUIS R. LOMAS, PE HARDWARE SCHEDULE (FLORIDA #62514) WITH THE LOWEST (LEAST) 1 . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED BEING CONSIDERED FOR USE. JAMB, HEAD, AND _ AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE > °. .' . '' . ' � •• (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED � SH M 10 WMUOST BE PLACED ND SCREWS OR / 'SHIM SPACES AT EACH ANCHOR MIN " ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". St� AND (1) AT BOTTOM. 2. 14" X 4" FULL MORTISE BUTT HINGES. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL -_I �� z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE °ATE: 2/8/08 MINIMUM EMBEDMENT OF 1 -1/4". il SME: N.T.S. TYPICAL DWG. sr: SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION CHK BY' TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB Do GRAINING NO.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWO-Iia-F.0176-08 SHEET _.L of 3 /64 GENERAL NQTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THIS PRODUCT APPROVAL SIT (PAD.) HAVE BEEN FOR COMPLIANCE IN ACCORDANCE W WITH )6 �THE2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THESEWINDOWS MAY 11E INSTALLED AT HIGH VEL.00ITY HURRICANE ZONES (MIAMI- ARD COUNTIES).DESIGid WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IUD OF THE ABOVE MENTIONED CODES, USING ASC£ 7-03 STANDARD FOR INSTALLATIONS UNDER 2007 FBCASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC; AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED OWNOTE 2 BELOW.IN ORDER TO VERIFY THE ABM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WINO LOADSBY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW.IN ORDER TO VERIFY THAT ANCHORS ON THIS PAM, AS TESTED. WERE �NOT , A 337 INGTASE IN PLLON13LE SIRES5 FOR WIND LOADS VMSIM USED IN THEIR ANALYSIS. LJ FASTIDIERS SPACING IV WOOD HAS ISI DETERMINED IN A NCE WITH NDS 2003. °O° fr�ene au °A° tromp 'a° from yid THIS WINDOWS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDAiNCE WITH SECTION 106 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, BUILDING CA, 2007& 2O10 EDITIONSPER WTIO, RESPECN STING LA13 REPORT # SM AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1816 OF THE FLORIDA I � Z / I ANION= A am= LIS S NEUMMA sm RM OL IN �i v fraw"M rddth� r "ef" frame °o" from aldth LT.—_—.. ---, Lr------ ------ 5. THESE WINOOIVS COM PLY WITH SECTIONS 2408.1. 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE. 8. ALL ALUMINUM EXTRUSIONS SIIALL BE ALUMINUM ASSOCIATION ti06.3-TB ALLOY AND TDAPER. THE THICKNESS OF ALL EXTRUSIONS SHALL DE AS SI M ON SHEET 2 OF THIS DRAWING. j % ! I / 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL. 304 OR 316 AIS SEI OR CORROSION INSTANT COATED CARBON STEEL AS PER DINT ( ���/ I j� 50018 AND SECTION 2411.3.3.4 OF THE FLORA BUILDING !ODE WITH 50 kW YID STRENGTH AND BO ksI T04KE STRENGTH. �o S. WOOD BUCKS NOT BY SAL IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE SOUTHERN PIIS WITH 0••0.95. AND SHALL. COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF °a° frame wwth •a° frame aidth THE 2007 & 2010 EDITIONS OF THE FLORIDA AIRING CODE MUST SUSTAIN LOADS IMPOSED BY GRADNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (A) TO EXISTING PORI ED CONCRM' (Mtn. f'e - 2730 JIM EDGE DISTANCE = 2 1/2". I I I I - 1/400 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (C iT 8�). THRU 1" P.T. WOOD BUCK. I i I I (B) TO EXISTING HOLLOW BLOCK WW4L. (Mtn. I'm = 1824 pd,j. MON. EDGE OISTANCE - 2 1/2". I - 1/411 ULTRACON 1 i/4' MIN, MOMENT, AS MANUFACTIM BY ELCO CONSTRUCTM PRODUCTS. (COMPONENT®), THRU 1" P.T. WOOD BUCK.(C) TO DEW 2x PT. WOOD BUCK. (MIN. G - 0.55) MIN. EDGE DISTANCE = 1". / /,�i j/. 1/411 ULTRACON 1 1/2 MiN. WPM PENETRATION. AS MANUFACTURED BYE.CO CONSTRUCTION F�DU CTS. {COMPONFJVTIB ). iFn ,� I I {D} TO r3GfSTNNG MOV. Ile THICK ALtIkiINUM TUB (6083-T3 ALLOlr7 MIN. EDGE DISTANCE - 1/2". I I - 1/4"0-14 TEK SCREW, MDI. 3/4" LONG. AS MANUFACTURER) BY 11TH BLALOEX, INC. (WVONEM'®). l 1 (E) TO EXISTING MIN. 12 GAIL (0.106") MR MEMO (ASTM A-30% A-653 OR A-36) MIN. EDGE DISTANCE a 3/8". —- - 1/411-14 7% SARI. MR 31e LONG. AS MANUFACTURED BY ITN wLDiD(, INC. (COmPoNEw' 'b" PromsYd � °a" (rase Ea "a° from E4i °a° frame 10. PROVIDE 1/4" MAX, LOAD BEARING SHIM SPACE (EYP.). 11. IEMAINiNG QTS FOR THESE WINDOWS SHAM. BE AS INDICATED ON BLL OF MATERIALS ON SHEET 2. * MAXIMUM A.S.D. DESIGN PRESSURE RATING 12. WINDQWB' MANUFACTURER LABEL. SHALT. BE PLAID ON A READILY VISIBLE LOCATION. (psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE ONE LABEL SHALL BE PLACED FOR EVERY UNiT. LABEL SHALL LEAD AS FOLLOWS: OR SIMILAR CAN BE DETERMINED BY INSCRiBIiNG Ofti L SCR'GLANS AND IRBVDOWB„ OW. FIXED WINDOW SHAPE WITHIN SQUARE "a" x "b" HIALEAH, FLORIDA OR RECTANGLE "o x "b° AS SHOWN IN DOTTED MIAMI-RADE COUNTY PRODUCT CONTROL APPROVED. LINES AND OBTAINING MAXIMUM A.S.D. DESIGN PRESSURE RATING (pef) FOR THOSE ALTERNATE 13. (A) THIS RAA. PREPARED BY THiS SNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SHAPES FROM SCHEDULES ON SHEET'S 0. T h 8 SPE= PROW, LE. WHERE THE SITE CONDITIONS DEVIATE FROM THE PhD. ��q��i FOR � HNH fl11Ph1I'A!' FOO LAIRMTB� RACTOR (B) CONT70 BE RESP�B.E FOR THE SELECTION, � AND INSTALLATION INCLUDING LiFE SAFETY ` - ,!•.r •_ OF THIS PRODUCT BM ON THIS PAD„ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS ',�."��A /u✓••L h s1ooH urrl ane Zone DETAILED ON THIS DOCUMENT. SAFETY AT SITE IS THE CONTRACTO'S RESPONSIBILITY. ��1 ••.• (C) 11� P.Ab. WILL IE CONSIDERED INVALII IF ALTERED BY ANY MEANS. � `� •• C ••� � FLORIDA 8WLD1N© CODE H1 V H v (D) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT PROD •; °1012 TLMQ OWBERMES 29040 HIGH IMPACT FIXED OpON etr: WHIM WILL BECOME THE ENGINEER OF RECORD (F-alt) FOR THE PROJECT ANO WHO WILL DE owwft>�with ft F�1a !� LAMINATED CLAW VANDOHO 1.1• .1./�s RESP LE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED • • RM ENGINEER TO THE PAD., SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. A� � O `��^ �L E.Cr � 1 N a. t`� a,VAN,a (E) ORIGINAL PAD. MALL. DEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE OF THE PROFESSIONAL, : � r®nere t9 a nr p"M ENGINEER IEC THAT PlEPAFEb 1T. '•�/(`�►'••..,ORi4a°••'�� °DID° ., -,> '.rm. -tas,�'w M.4== 12-004 r •.INN D ` in a E Eta }�IEP o1wapm go omwm No A MI-OADE COUNTY P.E. a 7e,nr DILE : a„xer , 9 I/64 BILL OF MATERIALS 10 10 o ITEM �PTri�1 MMa P40L S "TLV& FRAME HEAD/SILL (2) REQUIRED 8063—T6 2 FRAME JAMB (2) REQUIRED 6063—T6 LAZING BEAD FOR. FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063—T6 WE 1 GLASSB r 1 3A GLAZING BEAD FOR;CURVED AND COMBINATION CARVED/STRAIGHT FRAME WINDOWS (4) REQUIRED 6063—T6 A WEATHER STRIPING, ULTRAFAB E-279 (4) AT GLAZING BEAD NEOPRENE 4A WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE �tOx1 1/4" S.M.S ® 12" O.C. ,0 WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q37ST190 (4) AT GLAZING BEAD NEOPRENE YI{ .I�,t a�1fat ING DE' L FSR. Q�Nra .DEML FOR s RNER FRAME ASSEMBLY SCREWS (2) �8 x I- PH SQuIS REQ'D. STEEL a DOW CORNING 998. STRUCTURAL SILICONE 10 W/(D 10 W/9 DOW CORNING 795 ------ STRUCTURAL SILICONE 7WfiffE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT /406 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED ------ CARBON STEEL CONgKM HOLLOW BLACK OR MOD WALL REQ'D. SEE SCHEDULE OA - 11t► /4"O ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) ----_-- STEEL 6 ; Q0.145 HEIGHT BUMPER SPACER, CUT FROM 3/8-0 SPHERE, CLEAR 3" FRANK LOWE RUBBEL, SILICONE FROM-CORNERS MAX. AND 12" O.C. (MAX.) AT MID—GLASS BITE ELEVATION GASKET TLB-28, CLEAR. 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/8"6 SPHERE, CLEAR 3" FRANK LOWE RUBBEL, SILICONE FROM CORNERS MAX. AND 12" O.C. MAX. AT MID—GLASS MITE ELEVATION GASKET FL8-38, CLEAR. AS 3 g/e' 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + INTERLAYER BY. 10 0.090" SENTRYGL INTERLAYER + 1/4" H.S. GLASS ; DUPONT1DE NEMOURS 8e GLASS IGLASS 1 8Asu 0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + INTERLAYER BY: #10x1 1/4" S.M.S ® 12" O.C. 0.090" BUTACITEO PVB. INTERLAYER + 3/16" H.S. GLASS I—[. DUPONT DE NEMOURS & GLASS . I �� 0.326" {5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + INTERLAYER BY. QWINQ DEML M WING I2iJ:i4 L F0-8 � 0.090" BUTACITE® PVB. INTERLAYER + 1/8" H.S. GLASS E.I. DUPONT DE NEMOURS & GLASS W/�J ® W/ 2,81)3' .114° .818" 312° ° OB Qg 1.049° no i 312 .373" .ow z mgr 1r .120" 322" Mal BEM X {182° 1.134° .082° —_, A Q 9E-WINUM WIND= rm Ww—T6 ALLOY 6003—T6 ALLOY 6063—T6 ALLOY 10x1 1/4" S.M.S ® 12" O.C. I MME JAMB COMPONENTS 6083—T6 �,9Y..,.,,, GLAZING DML MR tGLa.�ING DfffiLFOR tell P..TI�,UTJ- SCALE 1/2" O 1" OB W/ r-.� QB W/� t � .• FLORIDA t'�UILDIP1t3 CSE HI h Velocl Hurricane Pone ®�o,z mxrao ate. SERIES 21000 HIGH IMPACT FIXED or. 1114 qompiyh*wil>I�bdb ��� LAMINATE!GLASS WINDOWS '&AZ/" GLAZING DETAILS. >� - m : �� jfE�coInc_ ) 03 RIM °1 TE12 SCALE I/2" = I" �.,. � ,.'. �i a #sem sse-yes 124M ?. ft�Q;•. � v+�. ;-i -,esu +xis ORAwm No Rtv,ao mac ena sae oa�nob o+aa M I—L1ADE COUN •• ` ED—=871W P E. SHetr z of g /64 FRAME WIDTH „aa FRADTH V FRAME WIDTH ( WI SHORT SIDE SHORT (SEE �jLE) (SSCHESHORT �DDULE ): (SEE SCHEDULE) SCHt +Q o p A' , /-DETAIL 119 y 4sd s. / s DETAIL 2/9DETAIL 2/9 .�. vig .. w P ®+ +Q �+ / . +® q + / +® D.L.O. (oD.L.O. (a) D.LO. (a Or® p ,,,tea a- ♦ A/44 mac. A' 6 MAX A,/ MAX DETAIL 1/9-17­0 /9—� t t,� � T / t +� DETAIL 1/8 +0 DETAIL 1/9 CMS ..1' EECTANGULAR CASE-21- ROUND TOP "SE 3: &YEBMW SCALE: 1/2"®1'_O SCALE: 1/2"-1'-0 SCALE: 1/2"=1'--O "s"= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) a'a � NOTE * ON $1.1 '�/'� '`I FOR a FRAME wroTHLONoyORT SrDE SID, ,T11.(,/T✓ ••=� FLORIDA 8UI101N® :ADE HI h Vetcc Hurricane Zane b FRAME LENGTH ( ) �l $. MAX. D•L.O. (a) AND MAX. D.L.O. (a) •. *2013 nuts.um SERIES 21000.H04 IMPACT FIND DRWN gh S SCHE[ULM ON SHEETS 6, 7 & 8. PRODUCT REVIS>� • Q' •' as caraplyift whb dw Fbdh 3••' 67 LAMINATED.OLA3S WINDOWS i /A.a a sr 78 v�/tw/ts Arm - ; oc Q INA. �oft � '` scnc rnrnur /MmlscAcv , j gy: �•! �;: ••• �°6 _ .rw:47ob in Mum 'per No �9; • a•mai ' Q uw w ods iwa WA�. massa wa M -DARE CO 1• w� 'a drip ar aao} 4 s"w 3 of 9 �s�il//NJJ WINDOWS &2Qg.RREPL 9/64 POURED CONCREM OR COTE MIN. BLOCK REUD. 1/6° MMMLIM WALL TIflCKNEBS MIN- THREADED ALUMINUM ALLOY 6083.-75 V MK ED. EMBEOMENt $ 'f�FRA?ION. O7 CONT. (Tiff.). DADE COUNTY APPROVED (SEE NOTE 9/1) ('SEE B/1) 1 T. W000 BIJ� (SEE N07E 9/1) (UNDER SEPARATE APPROVAL) OR POURED (SEE NOTE 8/1) ' • STEEL MEMBER 8Y OTHERS 81•IA1.f. OR CONCRETE BLOCK 1/4° MAX. OPTIONAL CONFORM TO ASTM ASOO. A853 _ AWMINUMMON REOb. 511M SPACE ANCHOR 1/4* SHIM SPACE OR A36 WITH 12 GA (0.1060) ----=-- =- • '. MILIUM WALL THICKNESS. MllV. $' , mp') ' • o•••. SEE'NOTE $ 1 MIN.. •-' 5 EMO MENT �..:'. .:4 ., :.�. . 's 'd• SEE 9fi).' ' 3r1m1 SPACE 'wi+L• I 'w .t .' •' 3 — / 7 CONT. (?YP.) 7 SHM I Off- 3 j g "••a s ALUMINUM/NYLON $ ANCHOR COVER. d (TYP') $ MLN rx4' P ' ` •_ u1 W000 BUCK a $ 0 � ®� $ ►� e4 •, q o. (0) W BEYOND BEYOND BEYOND BEYOND FRAME WOTH (OR SHORT SIDE, SEE �1 ' @OR 6)OR P.T. WOOD QLHSC UVJ (SEE NOTE 8/0 1/BALUdIINUM ALLAYQY WALL L183M MADE COUNW APPROVED MULLION v g UNDER SWARATE AP W OR a � 1/4- 1 MpA�R 1TY OTM1ERS SFW.L ` QR @ OR `L✓`"` ®� SHIM SPACE TO ASTM Ate. ASM �:J COV+IT. (TYP.) OMS WALL WITH 1 1 CA 0.1, OPTIONAL $ x Z ALLIMINLIM NYLiN BEYOND BEYOND BEYOND BEYOND ANCHOR OVER Or 'f 5 8 $ 3 OPTIONAL 3ANCHOMR M ON QQ SEE NOTE 9/1 qga4- MA)LCOVER SPACE T (TYP.) MDI. THREAtIED 7 CONI'. (TYP.) 1 Mox 0 ® QR oR 7 4' 2 (SPENETMtAEE NOTE 9f t) yy TiON � ��.• SPACE3 7 ; WOOD BL pGIdI1AI. E.D ir-a ' • ;� �,• y'• MtA1 '+=O' FRAME WIDTH (OR SHORT SSE. SEE SC1iEDUl.E MN. LA NOTE 9/1�.'` w B®MENT. (SEE WE 9/1 ` S .. ` (SEE NOTE 9/1) OR CONCRETE T. SECTIONp B 3EQ ID. 8 NOTE 6/1 $ SCALE: 3/B =1 SECTION A--A ,��''' a��r�ti�'- •., FLORIDA. BUILDING CODS Ht h Velocity HusrTaane Zone) SCAM' 3/8"-1" PRWUC•.B��p Q .• .C�S ozolx m1 a�a. ARIES 21000 HIGH IMPACT FIXED 0>��� es oo�ayMg wlth 11�o Ptantda 1� G F•..,• LAMMINATEU®LASS WINDOWS I� Band Cada Nb FOA.- ` �6o NET 78 RWW 01/x4/12 �D818 rius c /N Q, 18A1. (305 33014 GATE / P1lONE 308) 5SB-8103. a ; T= TBt9TB10 QQGIPIWT Fm 488-8885 Www49fiffvwwqp=Lmn i2-W4 M —DME CO , -atom � Ti19r w ocaam oar x. uu� oRAVVdaO Na 1 A Lto t P.E• : SNEET 4 OF 9 . /64 POURED CONCaEH- OR CONCIVE BLOCK REdO. MIN.1//B' MINWUM'WALL THICKAIESS EDM TFC. IALUIAMN ALLOY 8063-T8 M WL m gd8E0MENT. S PENETRATION CONT. DADE COUNTY APPROVED MULLIGN ( NSE 9/1) (SEE NOTE 9/+I +xP.T. WOW SUCKS (sEE NATE 9/t� SEE NOTE B/1) •a (UNDER SEPARATE APPROVAL).OR POURED'CON „ OPTIONAL/ 4. CONFORM TO ASTM wm MEMBER By AM AM _ _ REQ'CONCRETE MOLL Oft SHIM SPACE ANCMORALOMINUCOYER 1/4° MA)f. • •. MOR A311 WITH INI WALLiT2tt CA O 106") MMI . , •,e SHIM SPACE b•,•. .• (IYP.) ' 7 ",i. NOTE 9/t .� 1 MIN.•a -t: , :.:•: 8 EMBEDMENT. SEE NOTE Vo: IIV MAX. . SHIM SPACE 1/40 MAX. • •.� ,y•,•: T .) i- SHIM SPACE ALUMINUM/NYLON ON V 4•i $ ANCHOR COVER ; on MIN. PJ Oft 4QU 2 WOOD BUCK 7 2 BEYOND BEYOND BEYOND BEYOND FRAME WOM (OR SHORT S M SEE SCHEDULE em I&OR Dt eon I&Olt ' P.T. WOOD BUCK (SEE N07E 8/1) v = d o ISE COUNtY APPROVED MULLION Ami APPROVAL) OR d 1/4' MAX. (UNDER MEMBER ABY OTHERS L Oo OR ON ®� a7 COtIT, (tYp,) '"' SPACE TO O I 1ZA2 CA�1O6 2 2 x x OPTIONAL BEYOND SID BEYOND BEYOND ANCHOR 4 P 1 (YP•) g �I t S 5 1/4' MAX. ANCHOR COM a SEE NOTE 9/1 SHS SPACE 7 {lYP•) d..�t I IN. THREADED 7 PENETRATION 1 4A Mow CONT. (Trp-) {) OA (SEE ROTE 9/1) w�--" 7 r' -----D.L.�O.t.��(�a1 �u � MML 2'x4° P. '.r •� • y�A ` �•. .r FRAME WIDTH {OR a..V... '�DE. SEE oM.,w..L WOOD BUCK `a �Pi. E.D. MN EtA 7� NOTE 9/t�;• BEDMENT. (NOIE a� .. g A (SEE NOTE 9/1) MSDECTIUN g'-B'- OR CONCRETE g 4im P.T. WOOD BU /////���i� SCALE. 3/8'=t' tow ��p��,,TIL(�j• SECTION '.-.,�' ,� ...... ..••• ��•: FLORIDA BUILDING CODE 29h VsIqq#y Hurricane Zorn SCALA A8012 TiLf�814. SEIRIEG 290010 HIGH IMPACT FUND spa en pRontlCT�vtvvms�u LAMINATEQ GLASS WINDOWS $tti'dGig Code : =0 WW 78 1000+/aq/12 Acoept�loeF 0 * •• , ; 10 5 C OMN¢. P►10 . R. =14 SATE � w � EASE at ,m1Z•004 ••. ( a1 ten.+t +a1-tam.►a� �i-�aa1 F ' ••.......•• � ...� ttRANnNv No �.e. was .eR ar o�reax a� .. —RADE lmlP 'i► �� TI; tWM.TER Is .E t ato a- s SHE7:T 5 Or 9 WINDOWS v64 IVIMMUM FRAME WIDTH W AND LENGTH "b"VERSUS A.S.D. DESIGN PRESSURE RATING SCHEDULE VAUD FORALL SHAPES WITH GLASS 10 .,oma „�., psf pef uo� „b.. psf psf �a� «fin psf psf po# p�� psf psf „Q� ��,� psf psf man „bn psi psf + - + - + - + + - + Is, 130 154 24" 130 154 30 130 134 36° i30 194 42" 130 184 84" 120.3 142.5 24" 130 134 30" 130 184 �° 130 184• 42" 130 194 48" 130 154 �" 120.3 142.!3 30" 130 184 38" 130 154 42" 130 134 480 130 194 84" 130 154 iib° 120.3 1424 380 130 184 42" 130 184 48" 130 154 84" 130 154 80, 130 184 720 120.3 142.5 420 130 154 48" 130 184 84" 130 154 60" 130 154 88° 1330 154 78° 120.3 142.5 84" 130 154 80" 130 -154 88° 130 154 72° 130 ° 184 �" 8'4 120.3 1425 84" 130 184 �° 130 184 66" 130 154 72" 130 154 78" 130 184 90" 120.3 t42.8 604 130 154 880 130 154 72" 130 194 78° 130 144 " ° 84 130 154 98 120.3 142.8 130 154 72" 130 184 78" .130 184 64" 130 154 g0° 130 184. 102" .120.3 14,2.5 72" 130 184 �° 130 154 84" 130 154 39° 90" 130 154 42" 98" 130 184 109" 120.3 142.5 78" 130 154 84 130 154 90 130 184 960 130 194 102" 130 184 111" 120.3 39 84" 130 184 �° 130 184 98" 130 184 1020 130 154 108" 130 164 80° 108+3 126.3 90' 130 184 24° g8" 130 154 311° 1020 1-30 154 Iw 130 154 114° 130 184 88" 108.3 1$8.3 18" 980 130 184 102° 13o 154 109" 130 154 114" 130 184 ° 154 72" 100.3 t20 130 128.3 102' 130 184 1oa" 130 184 1140 130 154 1200 130 154 " ° t09° 130 164 114" 130 194 120° 130 f84 ° 130 184 125 130 164 �° 76 108.3 /18.3 128 132 130 154 78" t08.3 128.3 114` 130 154 120' 130 184 128° 130 154 132° 130 154 1380 f30 184 84" 108.3 128.3 120" 130 154 126° 130 154 132° 130 184 136" 130 154 142" 130 154 90° 108.3 M3 126" 130 184 132' 130 154 138" 130 184 144° 130 184 A8° 130 184 98" 108.3 128.3 132" 130 164 138" 130 154 144" 130 154 180" 130 154 84" 130 184 100" 108.3 128.3 138' 130 154 14V 130 154 180" 130 184 18f3" 130 194 fl0' 130 184 �"_ 9a.8 11 fi,87 144' 130 184 160° 130 194 153" 130 154 162' 130 184 w 130 184 72" 98.5 118.87 150° 130 184 156. 130 154 150" 130 184 1680 130 1514 " ° 156" 130 184 ,82" 130 184 182° 130 154 72° 130 154 88° 74" $13.8 118.8 78 130 84 913.8 118.9 1622" 130 184 t8$" 130 154 189" 130 154 ° " 184 ° 84 1� 90 98.8 116.8 168" 130 1 1740 130 184 174° i30 154 800 130 184 72" 90.3 106.9 174" 130 154 1800 130 184 180" 130 184 98° 130 154 72° 780 90.3 108.9 180° 130 t54 1860 130 154 188° 130 184 /�� ��R gd° 130 154 83" 90.3 108.9 192" 130 154 192° 130 184 .M�QNS 102° 130 184 198° 130 184 IN" 130 154 La m nag t08` 130 154 114" t30 154 MAXIMUM DAY LIGHT OPENING (D.L.O.� n.�.....r....�....+�w�..�rr.r...� ....r..�.�r..a ti+.. u n QL� (d� iw 130 134 FORA GIVEN CONPONENTAT EACH END OF GLASS b ,28 130 182 a� CO VENTS @ MAX DAY UGHT OPEMNQ a � a SIDE a Olo (b) EACH END OF GLASS (D.L.O.)Foms& ®+ ®a �J+ � Lou MAX. D.L.O. t, •�� �{d} OR "a"-3.52fip - FLORIDA BUILDING CODE Ht h Velocity Hi rtcons Zone • (SHORT SIDE) + Q•I• P ODUCrRMUD ,����Q'; �G oeol:»�c. LAMINATED HIGH IMPACT, CPA= VA commmevvitb the Ftar, i :_ MAX. D.L.O. �{' �' a ��' Aoel� 01/o11/tz 8vi • .k . d11T1 5 : . IL E c O INC. �'"�'=30055=58-GUMSr3 �>,: LONG SIDE Q+ R 1�.h ® lob•� 3.526" �c �./ ( ' �u ,I11.ut t�rlrlo ee o comrrlr Five { } B ams ste. vu�ro► +ae *"ws 02. 4 ,p �Q►�; �1��� vra..��-ti -leafWS ee-000e7l>t "� + •• oas oia►wure 1,o M --DARE COU P , 7ER A TAUT d� P E 4W 01-M � SHEfiT 6 or t► 2/64 MAXIMUM FRAME NDTH "a" AND LENGTH 'V VERSUS A.S.D. DESIGN PRESSURE RATING (Rpn SCHEDULE VALID FOR ALL SHAPES VNITH GLASS OA »a» »b» psf psf all »b» psf psf »a» »b» psf psf »D„ »b» psf psf »q» »b" psf psf »q» »b» psf psf + - + - + - + - + -- + - 16' 90 9Q 24° _ . go 90 30° 90 90 38" 90 90 4a" 90 90 34•. 83.3 83.3 240 so 90 30" 90 90 38' 1aa 90 42' 94 90 49' 90 90 83.3 83.3 go so 38 90 90 4290 9Q . 3s" 90 90 aa" sa so ,� 48 00 90 S4" so eo 88" 83.3 83.3 • 42" so so 48' 90 90 54" 90 90 go 9054" W� 90 90 54" 72: 63.3 83J 8o so 90 88 so 90 83.3 83.3 '� b4' � 90 BO° ° s0 �' 80 80 �� so 90 88" 90 so 72" 90 90 $4° 83.3 83.3 Lgo 90 72" 90 s0 78" 90 90 sdi 83.3 83.3 80° 90 90 88° 80 90 72" 90 90 78" 90 90 84' 90 90 98" 83.3 ' 83.3 w 90 90 72° 80 go 78" 90 90 90 90 72" 90 90 78" 8o so 114" so go 3B• �" 90 g 42" W 90 90 101°° 83.3 83.3 9b 90 90 78 75 78° 90 Be 90 90 �" 80 9Q" 90 00 102° 90 s0 86" 78 75 84" 90 90 gQ" 90 90 98" 90 90 " 102" 9Q 90 108" 90 90 72' 7b 75 ISO 90 911 24 1W` 90 90 30' 102" 90 90 " SOW _so so 102' 90 go low- 108" 80 114* s0 90 78q 7b 7S 102' 90 90 1o' 90 90 114" 90 go 114 9Q 90 120 90 90 78 79 75 108" 90 90 114" 9Q 90 1140 90 90 120" 90 so 128° 90 90 84" 75 75 ng 90 90 128" 90 90 130" 90 112 90" 75 78 114" 90 90 120' 90 so 128" s0 90 1�' 90 80 128" 90 90 132" 132' 90 80 48" so 90 88" 88.2 68.2 90 90 Be 128' 8o 90 1320 90 90 138° 90 90 144" 90 so God go go 72" 68.2 68.2 132" � 90 138' � 90 144v � � 160" 80 90 90 � 78' 88.2 88.2 90 88° 90 90 78' 68,2 68.2 13r. go go 144" so so lead go 90'144" 90 90 1SO" go 90 183" .90 go 1 90 7a° 9D 90 " 88.2 68.2 1800 90 1 s " 90 90 i S8" 78" 90 90 12° 82.5 825 I 8o 90 182' s0 90 162° so 90 �" 84" 90 90 " 78" 82.8 82.5 80" e0 90 182" 90 90 1�' 90 $0 fee" 80 90 9$" 8Q 90 188' 90 go 174" go 90 174° � do 9b" 90 90 174' 90 90 180" 90 90 179 90 90 I NS U� ° 102 90 90 180" 9Q 90 188° 90 90 fQ$" 9Q 9Q 1910 90 90 a 114' 9Q 90 MAXIMUM DAY LIGHT OPENING,�D,L 0} "b" �-�(°) FORAGMN� N'TAT EACH END OF GLASS � v CON "ENTS 0 MAX.DAY LIGHT OPENING IIa DI,O (b) SIDE EACH END OF GLASS (D.L0.)Fomuds uj i MAX. D.L O. (g)+ O, ®°a Q mommuma (q) OR a -3.526 �..+!! FLORIDA BUILDING CODE Ht h Velootty NuFrtoana, Zone (SHORT SIDE) y �+ ®� ®+ PROD=Revts® . � �,. .•••.••••.,,,•���dp osoln 11>aEco arc. SERIES 21tia0 HIGH It1BPACTFfXED ow►� or asconyIyh*WOdoF ��� Q" : �GENSe . � LAMINAT90 GLASS WINDOWS _ 01/00/12 �� MAX. D.L.C. 1 + 1 + B� , »� 311 (b) OR "b"-3.525" �' `�(,. ? * TLUTNOW �r ® ftNa. A� P14M (305) se- (LONG SDE) O{. ®� 0+ �'° *.dl T D� ,: em ' ` n 33,66 12.OQ4 :. 1- '. 1366 I-I631 s1s STA �' _ . r o ra6e a au OWN He M -DAVE COU tit ena.TO A. Harr Jr F.E �°° x AA SKEET 7 OF 9 WINDOWS&DOORS REPL E /64 MAXIMUM FRAME WIDTH IV AND LENGTH :Ib" VERSUS A.S.D. DESIGN PRESSURE RATING (Rsf) SCHEDULE VALID FOR ALL SHAPES WTH GLASS SOB no ois "b" psf psf �Q� aba psf psf HQu nb� psf psf >,Qb "b+� psf psf �.Oa �b� psf psf nQ?„ nbn psf psf + — + — + — + -- + — + — 18" 7$ 75 24" 75 75 30" 75 75. 36" 74 76 42" 75 75 46" 75 75 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48' 75 75 54" 75 79 30' 75 75 38" 75 75 42' 75 75 48" .75 75 54" 75 75 60' 75 75 38" 75 75 42' 75 75 48" 75 75 54" 75 75 Jeou 75 75 48" 66" 75 . 75. i 42" 75 75 48' 75 75 54" 75 75 60" 1 75 75 66' 75 -.15 72" 75 75 54" 75 75 80" 75 75 88" 75 75 42' 72" 75 .75 78" 75 75 ° 54" 75 78 60' 75 75 86° 75 75 72" 75 75 78" 75 75 84" 75 75 80" 75 75 68' 75 75 72" 75 75 38' 78° 75 75 84' 75 75 90° .70 70 88" 75 75 72" 75 75 78' 75 75 84' 75 75 go" 75 75 92° 69 49' 72" 75 75 78" 75 75 30" 84" 75 75 90' 75 75 96' 69 V 69 54" 69.4 88,4 78° 75 75 84" 75 75 90". 76 75 98° 74 74 102' 63 1 83 60" 69.4 69.4 _ 84" 78 75 90° 75 75 96° 7$ 75 102" 89 89 106" 81 81 a 88° 89,4 89.4_ 18" go°' 75 75 24" 98" 75 75 1020 75 75 108" 85 65 54 72° 69.4 0.4 88 75 75 102' 75 75 108" 75 1 75 114" 62 62 78" 89.4 69.4 102' 75 75 108° 75 75 114" 75 75 120" 59 59 52° 69.4 89.4 75 75 114" 75 75 120' 75 75 123" 58 56 80" 82.5 62.$ 114" 75 75 120' 75 75 128° 74 74 660 62,9 6L5120' 75 75 128" 75 75 132" 72 72 72' 82.5 •62.5 126° 75 75 132" 75 75 138° 71 71 74" 62.5 62.5 1320 75 75 138" 75 75 144' 71 71 138" 75 75 144" 75 75 148' 70 70 144' 79 75 150° 75 75 150" 75 75 158" 75 75 158° 78 75 16Z° 75 7$ 182" 78 75 168° 75 75 168" 7$ 75 174" 75 75 174" 75 75 180" 75 75 180° 75 75 185' 75 75 Q ENN "a1, MAXIMUM DAY LIGHT OPENING (D.L.O.) FMAGM. N= EWAT EACH END OFGM SIDE CO{II�ONEWS @ MAX DAY fJGHT OPENING J EACH END OF GLASS (D L4.}Fomn� po D-° {a} MAX. D.L.O. �j + Q� ©.�. "- OR "c1"--3.526" FLORIDA BUILDiN© CODE HI h Ve1adq Hurdcane torso (SHORT SIDE) �+ ©+ ® CMMSEo ,�+ Q�, ,.. ,9 e�+a Taxcr� 8EFtIES 21000 HIt3F!INTACT FIXED nR►vat er: � ,��ya,�:•�(,ENS,C ••.. • ? LAMINATED GLASS WINDOWS I��•/aa • MAX. D.L.O. �+ Q• �+ 12 i .M ORFL� a1wit(b) OR "b"-3.526" i J ��,, pt Tom ` �.�'i► 'LANG SfDE Q VOINEWAM PW [BA; * ` � � es ILI �. a�a+aa( ) 1 + 9 + ,o STATE OF �, ��• _ 12-004 "'""f` eo4ao1o"° ecw w caw*= mme aw w a arc DRANK Ito —DADS MJNTY' �P. � 7ba1 P SKITT 8 of 9 V4NDOWS 7 CONT. ALL AROUND MAXIMUM -ANCHOR * EACI SCHEDULE "S" 2 NEGATIVE 1 SUBSTRATE ANCHOR TYPE A.S.O, DESIGN HEAD/SILL . JAMB I PRESSURE RATING ' f SPOT WELD, 75 or .leas g" D.C. 12" O.C. i ER-4043 ° CONCRETE - > 75 up to 90 9" O.C. 11 1 2" D.C-. OR OLOCK 1/40 ULTRACON} > 90 up to 130 8" O.C. 8 O.C. 2 > 130 up to 154 6 1/2" D.C. 6 1/2" O.C. 75 or less 9" O.C. - 9 1/2- O.C. A. WOOD1/4",� > 75 up to 90 8" O.C. 8" O.C. 2 l�!#L (sem t�t ibCONN OV2 L M ULTRACON > 90 up to 130 5 1/2- O.C. 5 1/2" O.C. t SC" 3/40at" > 130 up to 154 4 1/2- O.C. 4 1/2" O.C. 75 or less 9" D.C. 12" O.C. ' 1 4"0 > 75 u to 90 XOCONT. ALL AROUND ��ME� �} / P 9" O.C. 12" O.C. . 7'aC SCREW i > 90 up to 130 8" O.C. 8" O.C. � - • > 130 up to 154 7" O.C. 7" O.C. NOTCH (TYP.) [CAL CORNER FRAME CONN=Qbl ISCAU 3/4"ell" (2) #8 x t° PH S.M.S. j• FLORIDA SUILDINO CODE HI h Velocl Hurricane Zone RODUCTRRVIS$D ,� G s ••..: •2ctx W900 9ta $ERIE.S 21000 HM IIbIPAC+T RXED tea Bn as comoy*with the Florida LAMINATED OLAP 1M Wdtng-t'.o& • . WPBT 78 ROAD 01/09/12 at-8103 °�►nt FM (30tt SO-SM STATE Of ac , "�r`"a� `x '' 12-M 'Q totem.st-teso.Fm,ta�lsr+-test t� l A.Womm "dmb Aq,erm®c BM so asammx L9DNh61dO Ro E9—DOt/6719 !9 —DARE C ��p� m ai-sm a BHQTc 9 OF 9 431 -