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WS-08-2222Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 119935 Permit Number: WS -12 -08 -2222 Scheduled Inspection Date: July 22, 2009 Inspector: Bruhn, Norman Owner: JOHNSON, KRISTY Job Address: 357 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)539 -7249 Parcel Number 1132060135750 Phone: 305 - 892 -6507 Building Department Comments REPLACEMENT OF ONE IMPACT WINDOW Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 21, 2009 For Inspections please call: (305)762-4949 Page 11 of 12 \\'‘\\)`\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing L& 2.16 �--- BY: _ Permit No. V S ►1�• s Master Permit No. Owner's Name (Fee Simple Titleholder) k'(15-11( JOI(V13 tDn Owner's Address 4651 NE thy- Skte- " City m AM' � X0(6 State FL-- Tenant/Lessee Name /1 10 Phone # 505'213 -. 32r Job Address (where the work is being done) 4t lYN<-' City Miami Shores Village County FOLIO /PARCEL# `‘ 3 ).11(0 0I3" S7rO Is Building Historically Designated YES NO Zip ,33)3V pht # 7Si-1It ` `e1(t 5-- 2-I3.53) -r Miami -Dade Zip Contractor's Company Name Contractor's Address / I , 5 "S / 3 ?- f City s. /1 f t / A State g ..F-- C Zip % i Qualifier Name e_' 1 _ jeC7 .1` i..7 Phone # State Certificate or Registration No. ( fge /ro. 3 0Certificate of Competency No. Architect/Engineer's Name (if applicable) 'a Z--..e. 1.-1 " Phone # C crone # Value of Work For this Permit $ Type of Work: Describe Work: ['Addition ,r ,. 0EC 3 0 2,008 GG visa doci* :* Square / Linear Footage Of Vi ork: *et Alteration ❑New ❑ Repair Replace trJ col 7 )ee14' Demolition * * * * * * * * * * * * * ** Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforce Structural Review. $ * * * * * * * * * * * *F Permit Fee $ s * * * * * * * * * * * * * * * * * * * * * ** DPBR $ JAM 1 2 27,E MIAMI SHORES VILLAGE * * * * * * * * * * * * * * ** CCF $ COI's - Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -, Bonding Company's Name (if applicable) it "/1- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approv . , o reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ack knowlecged bafo e me this day of , 20 a, by V i3`' / S 4UIS* 1 who is personally known to me or who has produced Sign The fo , day of who is p NOT Si P As identification and who did take an oath. hto Public 5tL;t ch. ^nri, ,rida My Commission Expires: ? ,)' o Ibq tractor ckno led ,by� e this rsonally known to me or who has produced ,fication and who did take an oath. csci PI \) \b;ri> 9ti�4 „ • yac �� OTARY PUBLIC: Sign: Print: My Commission Expires: ***** ** * * ************ ** *** :*****:i<:> * ***** *******************************************4 ** * *****:x*** ** APPLICATION APPROVED BY: (Revised 07 /10/07) Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurildiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Linde County Prodhet Control Division that this product or material fails to meet the requirements of the applicabre 1Irilding code. This product is approved as described herein, and has been designed to comply with therFk ida Buil lieg. • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 740 Aluminum Projected Window.— L.M.I. APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window; through 11 of 11, prepared by manufacturer, dated 02/24 /03 with revision "C" dated 09/024$, signed. • sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revpierstamp withdhe Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Divis . • MISSILE IMPACT RATING: Large Missile Impact Resistant. NIIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.aov/buildinacode • •••• • • • • • • • •••• •• •• eet§„l• • • •••• • • • •• • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stiltiketvt following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words. Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 05- 1129.10 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 •• • • • • • •••••• • • • • • ••••.• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact", dated 02/24 /03 with revision C dated 09/02/08, prepared by Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted underNOA# 03- 0514.10) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 . . • 2) Uniform Static Air Pressure Test, Loading per PBC'., MS 4.12.-9.4 • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • •' 4) Large Missile Impact Tent per FBC, TAS 201 -94" •' • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 20=14 .' .: • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TA$ 21)2„94 •.... ' • • along with marked -up drawings and installation dia gram of an aim/hien fixed.... • window mulled to a projected window with 9/16" HS Iaminated, predpy • . • Fenestration Testing Laboratory, Inc., Test Report No. FTL -3724' dated 2/28/x, • • • signed and sealed by Joseph Chan, P.E. (Submitted under /%41#6613-0.5./1.7'0) • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite ® PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 14.-7Manuel Pea E. Product Control ! er NOANo.0 :' '9.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, -signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No, 05- 1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23/06 and expiring on 11/06/08. E -2 • • • • • •• • • • • • - • • • • • • •• • • • • • , • •••• • • • • • • • • • • • •••• •• •• • • •••• •• •• • • • • • • • • •. • • • •••• • • • • • ••• •••• • •• • •o • • • • • %....ti Product Control Exa NOA No. 08 -070' . " 6 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 ateti Mann erez, NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) UTE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENG'3ENT.S. • • • .. GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR 1/6 Pr • • • • B. 6116' LAMINATED GLASS COMPRISED OF (2) UTES OF 1 " • • • HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYEWCdF "• • • SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3118".. • • • • • ••- • . ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENER, GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT FwEg : : • • • • • • D. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/16" HEAP STAgGIIHIRWEIldASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° I.G. GLASS COMPRISED OF (1) UTE OF 118' HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) L1TES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. • • .•. • • • ••• •• _se -. .. _ r . • • • • • • • • • • • • • • . • • • • • • • • • • ••• • • • NOA DRAWING TABLE OF PONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4.6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS UST 10 ANCHORAGE 11 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI- DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS /COMPARATIVE ANALYSIS TABLES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -96. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P B.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X": MAX. 8" FROM CORNERS JAMBS "OX"*. MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4' & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL,.: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4' SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPUCATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE UMITATIONS WHEN ANCHORING WITH 812 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. WWI* Oat Maur ROAM VF OPTION PER AIAAEOADE NW/ ler O fx Mrlae iflOO %v; n74341 Citarille-g3 AIM Ise nt'falfr .srstP:v!;fQ ittle ROW OP NOM A(IDA CH04413ENOTE4 .•• r..M" D.G. 09020f C AADOA�IBDNOTE 2 Fx TECHNOLOOY DRIVE PCKOMID PLAITS P.G 1tlf td�4Y f p1 474 NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT U .&TI.nM,P.E. PR NIRDI iischsalod ` 118" ANNEALED GLASS OR HEAT ..-- .090 SOLUTIA OR DUPONT PW/B•IN)4E4 LAPE3 : ' •: • • • • • • • • STRENGTHENS f+- 118" HEAT STRENGTHENEQ GaSi • • • • • • • • • 417.11:sI OUTSIDE 5/16" LAMINATED GLAZING DETAIL, ��5 • •• • • • Mr NOM. • • GLASS BITE • • • • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 t ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• • • • • • •. • • :1/ '4ivg SRRENG'1 -tENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS •318 "AIR SPACE I 1 090 SOLUTIA OR DUPONT PVB INNER LAYER • 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT �— STRENGTHENED GLASS .65" NOM. GLASS BITE OUTSIDE 7116" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE 2571 lableizHamaatilria boa Mr FJC o.e WASS moms 81( D.O. .FJC ors OWN ,•• A 8 AOD'Ours 1aTA1 Z V NO 0(4180811.888148ET Odor OWE Osai Anew O ahriMPRA NO CHANGE T PO veer Des I 101011IQNOLOOYOMIT NOt FL SAM .73.7g6:274 GLAZING DETAILS ALLAN PROJECTED WINDOW. IMPACT I NTSI2 + 11 I°�'" 7°52-7 C LwN A. Taom, P.B. PE 1158201 Mschariad • • ••• • • -• • • • • •• .. • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • .. PLEASE SEE SEPARATE MIAMI -DADE COUNTY • • • • • • • NOA FOR CASEMENT FIXED WINDOW • • . • . • • ` • • • • • • • • • • • • • • ••• ••• • • j+---- Sir" MAX. WIDTH • • • • • • • • • • • • • • I •• • • •• ��•4'sMAXe • •••••• • • • • • • • • •• ••' 87 318" MAX. HEIGHT SEE MEETING RAIL DETAIL 313/$" MAX. DAYUGHT OPENING 1 8" MAX 4" MAX. i..— MAIM F.K tu• MAW i- -�-�-- 13" MAX. O.C. ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) A 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 41 ANCHOR LOCATION TYP. ANCHOR LOCATION TYP. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 8" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) r MAX. CENTERLINE 1 1/2° 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 38318"MAX HEIGHT 31 318" MAX. DAYUGHT 11600011CT nt5.1 su OPENING �.1 Wert In 1•--— 13" MAX. O.C. 4" MAX. F•• ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) asm we FJC OO• ameiNT ttrs MOM wow Draw Itrrw a r'.r.. c NO PAVIKII THIS MAW GBFEDAlL •O• COMPOIMNTS, REMOVED t7• INFERENCES RF DON 1070 7BCli110LOOV ORME NOKOMIS R. MOM PAt t67O K. MOM ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT 1 3 •11 1."•"n+r 70524 I C Imes A. tt*tw. PSI. PE 151201 M.drdal • • •.. • • • •.• • • • • . • • • • •• • • • • • - • • ••• .• - • •_ COMPARATIVE ANALYSIS TABLE 4. "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 . GLAZING OPTION: A. 5(18" LAMI (11"A,.090,118"HS) FTL 3727 t - -- VENTHEIGHT 17.000 18.000 21.000 2440 ' : 26.096 :!: . 00• ' • 33.000 38.000 37.000 - 38.375 i' 24.000 A 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 ,54 , J0.0 .;,75.o.1 0.0.-711.0: 20.0 -75.0 ,70.0,, -75.0 70.0 -75.0 70.0 -75.0, -75.0 28.500 A4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0` -75.0 70.0 ` -75.0 70.0 -78.0 70.0 30.000 38.000 A A 70.0 70.0 75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 78,0 -75t o.70 0 , •?Os0. i75. il 70p '�'0$ -75.0 -•1..0 70.0 70.0 -75.0 -75.0 70.0 a 70.0 75:0 -75.0 70.0 70.0 ` -75.0 -73.7 70.0 70.0 , -75.0 - 70.4 X 37.000 .A 70.0 -75.0 70.0 75.01 r 70.0 ' 75.0 . v ` 70.0 ' 46. ;704 . t5.9 ;49,4 78 I 70.0 75.0 70.0 + -73.7 70.0 712 187.9 • 47.9 r r 43.000 A 70.0 -75.0 ' 70.0 r . -75.0 70.0 - -75.0 70.0 ' - I -75.0 70.0 -75.0 70.0 -75.0 - 68.2 - -88.2 80.4 1 -80.4 r 59.0 , -50.0 57.2 -57.2 . 48.000 A 70.0 - 75.0 70.0 1 -75.0 1 70.0 -75.0 70.0 -75.0 70.0 . -75.0 88.4 _ - 88.4 1 89.4 -59.4 54.3 - 54.3 I 52.8 I -52.8 51.1 -51.1 53.125 A 70.0 - 75.0 70.0 . -75.0 70.0 1 78.0 S 70.0 ' -75.0 70.0 - 75.0 80.8 -60.8 54.8 - - 54.8 48.8 -48.8 47.2 - 47.2 45.5 -45.5 1 57.000 . A 70.0 -75.0 70.0 -75.0 70.0 -75.0 . 1 70.0 - 75.0 70.0 - 75.0 , 58.5 . -58.5 51.0 S' -51.0 44.8 , -44.8 43.5 . . 43.5 42.1 I -42.1 / 80.000 A , 70.0 _ -75.0 70.0 -78.0 _ _ 70.0 -75.0 70.0 -75.0 70.0 72.9 58.2 -58.2 47.5 ,, 47.5 42.21 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5(16" LAMI (1/8"H5,.090,1/8"NS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 I -75.0' . GLASS OPTION C. 7/18" LAMI (3118"A,.090,3/18"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS' 70.0 I -90.0 GLASS OPTION E. 13/18" I.G. (11IMS, 318" SPACE, 5/18" LAMI W/ 1/8115 & 118" H8) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS x0.01 -75.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" 854 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. MOO= sSae•0 s at -:2re' ,/,",- - b z wan ? 1( 1:�• l3 r AO . /tyke • ms L. P E uschordor FA IOMA�1 A NOPOM7671MB&Ddf DES!GNPRE.SSURES "X" wiNi, %WSi twin* FiC nag *t$ A IEVI�RIANCHORAGEAADNOfB MOW FLFL J276 MOWN* Kg tan it. 3674 me ALUM. PROJECTED WINDOW IMPACT w••,.r DAL ",.r a;•• 0 Low G7iAN[D TFA9d1 Ff jl/rlbj� •w�r•t �« •r! �_MTS +�• Iwo**. 14 " 11 1 7052.7 ••e 1 C �1.k Fx • • ••• • _• ai • • • • • • • • • • • • ••• • • • ••• • • • • • • ••• •• Z • • • • • • • • • • • • ••• COMPARATIVE ANALYSIS TABLE 3. "OW UNEQUAL UTE WINDOWS TEST REPORTS: F'R-3724,FT103727,FlL-3 •: GLAZING OPTONS: A. 5118° LAMI (llrA,.O90.VrHS) FT63727• • • = 5118• 1itlf'HS,.0 1/8"HS).fTL-3727 C. 7115" LAMI 18°A,.080,3/1rHS FTI. -3 a 1311; G 1i8"H8,1f8'jjSP4dE, 5118" LAMI W/ 11810, 119918 FTL-3728 - • • • • • • • • • 30./:1:1 Ir�F,::.11a.J �llili A: I:A CLCCaWLW LU U lU I l / III : /''f■ r t1pt��t�l]lll�•r��:iY.�llll`a� I�il�Y.•�:��■ :111 �1■ Y I�'1j j1:��)IIIIIK_ai�Yt•��11■ ' 1'1'���1 ---yyy 1ILLIi�•���:IIL�.J 1C�ya C�T�1 , `p�J�1`�■ 1 I 6C%�Y�ll■ 1 ' YT�Y� 1 1 ICtr 3 1 1 `��^yyyri/ P1�1��C�i.:Y;l ' , I/ 1 6r�i'.Mi1Y1■ 1 1 I���� -��■ '' ' fYM� �' ' I L.0 �I•�• CLU 1 � CLU '1 1 I�Yr�';��YJ; 1 1 I , I C ZJ (�1(' U] b1IYYw ' 1 1 1 Ca• I 1 U ._ I 1 R7 fi.1 ' ' �17. &1 M aM M 11 '1 1 i! E1 1 1 1 ■i XJ f 1 „1 1 1 �IK �� 4 1 L �S2 1 11 ,, ] 1 I I 1 i 1 1 MI ' -, , �- i• 1IU C �.&1 L a _C(�.,Y�.1l■ U ^'1 1 - 1J 1 1 1 1 -1 , k i L1%1�,:■ a) . Ki'�1 ( / R.j YJ 1 1 I 1 1 �jat] � I�,��jI �'] L &1 lU W i 1 Cd1 '1 , 1 i EU] I J �,-...�..�y _ I 1 ��ii:�ll�Y ;T1 r'1M_. -'V . li(1 j,<iy,7- ;;lii• i+ 1 ULU , 1 ^I 1 yids {i�LiiliYl/ +■ -_ ; �'�11Li�i .�� DIU LI I! II] L1 I `:1 1 1 1 '.'�/ 11■•■ L i _p. i)�•1'7My11•l {�I i (cr�y'-�:-1j {i11/] 1 1 'y1''--f����?rl� //{ll +l 1 1 E1MI LTJ �1 1 1 1 .'1 1 ._:! 3 /■LU C L-..1 1 ::l 1 II� 1 I C 1 1 I r II I ` II I�y�� L.1] L M1 Lid] CIIb)I• ' 1 `iT 1111/ 1 J �`ii .i.1 L i yyy--- IL] ��((,,'} d IJI I I i 1 1! CLIJ I f 01- a I f I / I Cal 11 I 1 1 1 i 1 IOWA 1 1 1 b]C id]d kW MU 1 1 . 1 1 1 1 ___. !'MMIYIf1Y1r i 1 �����)YIYYiliiii L Y LA JL IM ��''[[��1 1 1� 1 1 '�1 J 121 �1 1 1 1 C „�1. �11■1■ T1 1 tall C..,1 "I] LIUK ©TT y1 / I ! 1 CLr 1 I CCU:1 Li LI �U��� ILM tt�YY ITM' IfYL`.Y.° ' ' C�-->>�.�� '1 1 `' J AMIWU tT7t-� YM.! Y.i�-a� Y+►� ��--■ 1 f I 1 I I � I J Cal I J 0111 ■ 1 f CLU 1 J LU 1/ IY 11 �t U 1/ pti11I, 1{ �j.l,r■ L:111:4: 1■ 1 1 R6�T�.� ■11 1 1 ap�T�'Mi ■■ L I1 ■C 1/ Y■ 1^�l�T1If■L11'1i1■ 1 1 .: 1 TI 1 �i'i�lU 1 1 pt�''��11JJ�''t1■ �1 I L 1I� {I�1 �R.��./�il,fY1� ■L'/1/Y�1'�■C Jail/ Y �. JEI L1 1 L IJ LI -1 1 Dt +FYI" �'11� ---' �1DC'j�F> Y J L A Ip ®��WW■ t L U M I 1 1 CU] I i 1CC��11���-1 iiLl/ Cyif CAL L i I��� );;-31��� IU 1Ip�-) }.��-�'�■ ICY I U �W -1 ���1�I Lb - CLU L f I 1 1 W _'a 1 I 1 1 1 ; 1 �Yi� c-,�r1 I 1 I� 1 1 COL] ..' , I Y MY��. I LU •+I ! 1Z:I ��-:-: >wT1� ■��''TT�1 �lj■ [ 1 ] - 1 ]C - 11��J'i c]-�J��1 )I 1 1 .''--;,,��1���i - 1 1 I ! `I ■1l -1 1 f- 1tt� `:�:�1'^JCi��. �^1 1 CCID W�■ !I'11�1' III 1 C�r��U�; 1 1 I�cc -'' l U ���--- IYW�YIIM Iitt.�ati L I � .I� ■ CU MY��rY 1 , WI 1 C I WIei Iniel I��i' XI Li-U YYi I I -� I Lli t ..I`'^ 1 1 >D! ] CUM 1 L!M 1 1 6F•111■ 1 1 / LU] - 1 I bj111■ l 1 ; I lala '1 , C 1 i 1 6� I 111 1 1 1 / 1 fr/ l -�I I t ;iY,'” l I �LatlWi 1, L.•:11i�.1i °I J M1I 1 ia-•IIYf i �1�' J- 1 •, 1 11 [�tif1°I 11/ 1 E.Z 1 �.�- .]] w I Cal LOU EAU Lx,EI L IIL -UC:b� Lb]6C� -S/71■ ' ' Gib?L b1L LUcLAI LIU! LW[:61E�:'a��s ■c b3Cb'i]1■ L�b�]!_.if:1�:i■ W 1 1 L J 1 I I Ii IU C.14] C '' 1 iC 1J �:.T.:I ] r--+i"/ I , DIU � ' , I / ' / �ii�Y�J LUG MI 1 I 1 . I I 1 1 L1 1 1] I LEI ' 1 1 1 J 1 1 I TI ; - 1 1 LAU LZJ CZ- MI 1 y , C � L ]LEI 1 2 L I L:_,3JiiC�� :31 G b 7 C U ] L L' 71 : I:3 I ILL] L.3ICi31 L:1 CCU � 7 X31 �e} LA I WLib)ffbS] ~I 1 I 1 I 1 1 1 J •I 1 I 1 1 IM 1 1 1 I obi 1 1 IL 1 1 C VJ�70..0�r�LM17��`�I1�'�IC MI1 1 ':1 { 1/ "1 1 1 1 ,.1 1 1 1 1 1! IIl rl L 1 1 '., I 1 1 '.1 , f 1 'TI 1 I I E-13 Lb]CM% A.r•I�►awi.lif © ' ' ff�-F�-b�1]�L1JK�7; �7aCa1L i]��.'���3� C1}}}1r3t7ly�2� LJU L LI ` E�:r�b��]yyLL31G�`3;J.'LIUC�'tE��b7']EMI�:I�L;;I� 717 W 1 l iiiiai/ 1 1 •fa] I I IM i 1 :/ 1 1 L I I I ! I I / 1 QF.0 1 1 � 1! Iii 1 1 �A I I I I 1 �C���.7��1`■ 1 1 �YfY,.1 111 1rr�"' 11��I�:.1�1j■ �FF1t�1 �`fiL'U] L AL Y 3C.7�-+iia,YY{Yl■ �11Y�1']L 1 Ii-y1 1 Ct''YYI IM [�1TI �.:IYlit) 1Y1 CUE]Jtafi /ILLIC1IJ r©1 I lltUl L J' LIUCM 11 y,MI I I I IlW'rYI AWL/' I ■ I I GM I 1ILIA CYY ■.,I� -1 1 LI. 3■C OkW �1b■ 1 i T�"'�" LI J�Q.�I�I e�(I I 1 I 1 LJ 1 1 WU Z 1 1 WI L�1 Dal Il KL :1 f LleJ Y,:ltifl Wig �`t 1 LbiI I IEM Y>iWiiYi 1 I ,:.I I 1 t C'-Y1 "I/l •! 1 ?I I 1 1 `-'.� LLI]LIUC M 1 24.000 25.800 30.000 38.000 37.000 43.000 48.000 63.128 87.000 00.000 jcITIV:i"Lit's) 1°1F1IL 11 itriiF ii; V # 111-4; t4 11 117* T NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. loweep !VC Osie t1'iW NO MIME IN IS Neff f.K i8MYQ0 swam s RIM! A C MOEMOAIOW ••••••0 ••It rolrw• DAL . MOON C In MAYOR MS MEET MOW eat 12•1•041‘ FA 020240 Des 10/0 TECHNOLOGY DRIVE wawa lt JAWS PKR. 31 R. RJ►4 HOE vwbb &ow • 1 1 IL —I DESIGN PRESSURES "OX' WINDOWS ALtt° UM. PROJECTED WINDOW I PACT jX18 !1 1 7002 -7 C 0 X MOM' REVISED geMAPV rif• &a need? Woo A' 'Rimer. P.E. PE NUN Mechankod TEST REPORTS: F'R-3724,FTL- 372T,FTL-3728 • • •• • • • • • • • • • • • • • •. _.,• • • • • • • • • ••• • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 4. '0X'UNEQUAL cbWs GLAZING OPTIO 8: A. 8118° LAMI (1/8"A,.080,118"HS) F1L•3727 C. 7118' LAMI 8°A,.080,3I18*HS Flt B. 8118" LAMI (1/8 "H3,.090.1/B'HE) FTL -3727 IE. 13/1r'•Lp. (VMS, - SP CE, 5118" LAM, WI 1/8"1S, 1/8"HS FTL -3728 1 24.000 26.800 30.000 38.000 37.000 43.000 48.000 53.125 57.000 60.000 Ii;TI • • • • • • • • • • . 7. '1 1L•1 ' 111 LMrl t LA3 ••I I t SI :Tli" 111111 lcf1111LIYAl�: {S4% lyl� WJ 1 1 i�-t iY �,Ti1111.11-f■ 6/i �; i �Y.'�Y� ■i ._ ! , 1p��.��I :��■ . 1 �L i 1 �YY IOU �e1 ' ' KW -,1 1 IpY.Y1■ . I 1 1 I LW]]r. � 1 , �YSS I 31 I 1 ) I IWY I= ' ' fi.M. TI 1 fiYl .-`I 1 III �- L I -78.0 1 I II.F I ' WO 1 iWl i ' �Y! ' ' I�I�/-r��r� 1 I CUM i 1/ 1 1 1 , I I I .:,1 -w1 1, „1 i 1 i pc,1■17 I I .[. //, 1 1 I 711 1 70.0 [1 1 L, I Ii ,, !f�'1 1 1 1 C.;. ■Il 1 1 C:.1".■ • 1 1 ; 1 J 1 ; 6%a , ; Rj I / 1 Li ...i. , ,. �/(1 I ^4r�r� X1:11 -�I i �rZ�7 I I K]f';1 . , CM - , 1 �-i r r� 'r, , ��.j. _ �Y�I nA i i R7tr 1 , 11 ".'n - --, 1 MI 1 1 • 1 1 ���`^- .�.1/t}7tt Y, 1/ ' ^pj °• ■i•143kIRjM ii ` ��.�..�I ' 1 �], I } ; pyl��-y1Yll■ i i i • 1 1 1 11,■ I ; 6�� >.1-,�-�1�� - 1 N�•��J �J-�yyy-''1/I 1 , 111r1 K1'YI1�■{r(--.L{:1 I l•�J'.�/0..i +l �� ?'/���!'�■ W' pa1~i'"�`'�• L 1JL 1 '1 I (I /�TT:IWw /ll■ ,; 1 �6�'�'•I-j��-,ti T�i , E�ii1'i i]1i■ 11 f(.�.�-1 , �ffij"i�tI �iI IIII� , 1 1:11 -Yf I ; 1 Ca] '1 1 1 1 Ir YYa IM [ M �YY , I Cal 1 1 I 1 , IYIYY° i ' LW LIU L I°/ I �Y.•Y II �; 1� III� 1 1 1 ; ri7_m i. 1 �irii 1 , Rii i ..�.1 i �i] _ i , �]Itli I i D7 �;i ; �r7 1 1 K'1;�1i 1 1 RL:'T.i , 1 Fi ] MILLI/6 �'i J i •'I ; '-i i a i ii ij 1 l ..•1 1 f.1�, '1 , •T1 i -; I r iT• 1• 1 + ��a1r,1• -� 1 +M i '�;Ae �' I i i C'"Irti-a 1 I om, illl ; ; 6•i�;• ; 1 -.' 1 M E_L �' J LM k ` &f/ , ,i 1 I�I:.�- , I ' 70..4• ' till �i:G.I ��J E� ) �� " "rc�' 1 J 1 1 p %. ■iI `, i p.■ , 1 Q':�i�`'I�i� 76.0 'i 1 6] I -1 1 = ■1■ 11 �j. 11■ I lk 11 CLIO i 1 p.'"' 1 1 ] III1 ; t]'fTi�.��11��■ ...1 I 16AI. ' ■Yz�/��;�■ rIij;� �. �•. iMl/ .- :�Z1 1E.:�Yl hi.�f■fLI ..1■ ■mac. 'T1�i l 1.1■_[Yt •ii 1 i 1I�.w��Y�i ■�^.1 1 �;�.)Yialll '1 1 �:.��)Ijj1� i 1 •�Y;I '; 1 _[■v11•IY 1�/'/]i 1��� t.lYll �� • 1 1 i�•ij?1���ir ' ' IU��D,� I i��fly"Y�;j�•� II i���7}���,I� __LYMI MI = M�7a;l;� III MF.1t�r'' L°M C21 I A/Yil T I I Ca LIU LJ '1 1 pt U _ 1 1 II• 1 / •ili,• , 1 Ma 1 1 MI i 1 cau �; 1 MI 1 I CU/ ��ii;r WI I i ��1 ;�;, �,��;i�1��IT'i�1 ��'71�;���1r I MI W iiiblril OU I�/ T,-clia y u I,[ fyli7l i i _' 1 , 1 1 1 i - 1 1 ��wlMi /7 k;y'1�YC�l• Il Lai / ( "�i�,��Ea 1,] S at] um c 1 J }►�Fal IIIIIL L ^�I�i:�i Liar�i �iGyJI ALM MI ®CiEJL J 2I LEI `�A D L ai Er1ia LUi�Ci ®t:1L JI '; �• IW I�TTiG��II i'l 1 1 C�. l 1 1 �j. ■.■ ~I f C U 1 1 Rr i 1 Ij-'r.1 !{ I 111■ ..�1 1 -7 0 1 1 p(. 1� .1 1 Qj. I I; pt. ■e■ �l a WU ) 1 n`.Ilil MI, 1 IY."a r1 1 ir.•' ]' { 1�1 'ilYl• 1 1 .� -1 J �T{'1^1 �'1T'1� I 1 � Mi• I� 1 1 -:y1 1 t 1 1_'il, IM 1 1 E'ryi1"•i1 I 1 y�',�•.1 1/■ .1�^1 11A/ ! I Ea] 111 ���''' 2 IU 1 II I� II I���yy'' = IIJ Irr =M II II ® -T® ®_ I� ®_ IIr. M La fly II MI ■ S3 I I I� I I II I I II� 1 1 II� 1 1 p( 1 1 �/ 11 �•f 1 �{.� f 1 6t 1 1 1 1 `� 11 ■pf La C{l 1 11`l p�..1 11�L •1 1 �EA1��J� a■ _ 1 1 ri 1�! L1 "YII i 1 ��I]WW)■ }Y�y`��'_yr11�• �}1 1 �IYIIYiII 1 1 _��IW}��I/L�(La��1 .'.1 1 FA i 1 , kiaL ]` i J III'''111A i. SA�TY �i'�t 1crr1111-'''I1ri I.IY/I IGUM I II.>I1.�.�l I.�W�` (mss Iu Im IU1 l 1223 CM III yYy�c� a =I`' I MA L1 1 IQIa I I I , l C .■ 1 1 pla 1 1 LIU 1 I Q��7�.�U ! I �r1 -�i� 1 i 1 1 pJ'111■ `�1 1 1 1 QRrZ•� °;17■ r'T1 . 1 III ..1 i I iiY''ri- �''}.1'�a i ; wr•�LiY�JL J11�(1-r JT. `1FI'�1�r•E] ET�;I��f] 'CML IC.;1 A�.')l K��1�,�r�afp �1�I�a to L.7y1�1�r`y1�I� �Y:y'1Yy1i�/��,I�i��('�� i ; }_�•Di�'Gr.,7Y7/(�:I L��� �y: TiYL•/J W`=�I Imo_ i/ `R����'7 IL/ IA��;,A' I L;tSr'I IY_� I��I�i��J�7 I IIEJ i�Yj����C�� 1.�TrI�I1.� m��� A��•'w���Jii�u CM 3i-•Irr•'I�r�r: Mi,'• 12.11 La L A M���I� LJi `�_) +iI IIU I ]r�fH /J LU CA] W ; 1 vf•R,, i 1 Irk 1 1 I 1 i r'-.. - 1 ; ...-r. L.I. •Yfii/ i 1 lrjf•R11 ; 1 III 1 , �•.^ • "'I I II LLU ICI ^YLU (�:I�:1'�I= MI; ?I •; . 1 ; Y• U•1 I , , . 1 ; DI�al rrl L. .a 1 / 1 cu ' err+ tai CX.4 ELI al +0 iIM `%-TT--:fffss�s''''' Il� in ` �Y�t 11213 La ` .a L.r `L ` ' CA I r�`3 ' Lail `�' fir-. }l t taii � EMU II I II �1 I IW i 1 61:111■ �l 1 L °�r1■ 1 I F ♦ %-T] >l� i.� i I �-�7 1 1 i I l= 1 A x-;11 1 1 MU 1 1 ] `°� 1 1 '�1 1 ��l 1 E..J 1 1 _.iX 1 1 _`M CM �L+i &■EMI .� 1 1 1 .�f 1 A l .'.1 1 1 ,�1 I '1 1 � •'�:]d EIS' YI �fU NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 114' TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. w* •R.K i* Ft OOO A NOC NMGETM muff 0 A EMKigRAGEANDANTE maim 'Oat - ar'e DMMim -a iorir•Ii •• MV19E 7110.9 8iR�ET HIONNOLOOY CONE IVOICIN9 FL SOW MACAW R. 342F4 1Rtlbb Baton DESIGN PRESSURES rox WINDOWS ALUM. PROJECTED WINDOW IMPACT r °rrr •.e re.e 0.66n!".‘440 I NTS1 6 - 11 7052-7 OPR lien J:atco ^:ia LIAM tl tumor. P.B. Pe /6801 Wohraw • • ••• • • • ••• • • • ••• • ` • • . iii •.. �r = 1r . --J'; PLEASE SEE SEPARATE MIAMI -DADE COUNTY • • • • 4'. • • � ;.. --'"' NOA FOR CASEMENT FIXED WINDOW •11. • • 1 �� V • • • • 0—_�i � - ••• •• • • ••• •• • • • • • • • • • • • • • • • ••• ••• • • • • • • • •• • • • •• • • ••• • • •• • MAX. HEIGHT (SEE SHT. 3) • . • • • • • ti • • • Iii •• • • 11 r a r � I , it C J OUTSIDE (f 1 N 1 1 .....n MAX. HEIGHT (SEE SHT. 3) A REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 11 11 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) F""c;• Oak AIJM+OS A VERTICAL SECTION "X" CONFIG. maw VERTICAL SECTIONS 7DW2SCALE wr"ee FX arm WOOS Q Fx Oft Nat 11"Ii. 8 mama c ADO nat1M OWED A I17' COMPONENTS, REtIOVED G' MENEM= WM TECHNOLOGY ORNB NOK011a FLOWS VERTICAL SECTION "OX ". CONFIG. VERTICAL SECTIONS >1t ALUM. PROJECTED WINDOW, IMPACT Cotr740 1NTSP •11 16.4`M70824 rC rODe& o i zvvvb caaNte. r. oUtt est tEoN64, Umes A Thar. P.8. PE IAM201 Llecturisi • • ••• • • • ••• •• • it • • a• • • • • • • • • .•• • • • • • • • • • • ••• • • • • • • • • • .•• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • ••• ••• • e • • •• • • • • • • • • • • •• • • • • • ••• •• • • • •• ••• •• MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) - HORIZONTAL. SECTION THROUGH VENT mower �o 'L4rYfl as Ceee Ate r '4 L� $J:8 Waage Waage Der orweart A WORM NOREONTAL TO t.2SCALE Deg Arta MOW itM•r•F IC rFwem* 4tr ware OA MERE C MINED AU. b" COMPONENTS Me* Me aliseeler F. 8 /WO ITEM NI 10,0 TECHNOLOSY MN, NONE" fL 3870 MP * P N t NSW HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW/ IMPACT vtwaly saw "'I' CA.TIO sit epee NTS 8 + 11 7082 -7 /or temA. Turner. P.B. PE /68201 Mdwid • • ••• • • ;• • • • ••• PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW ke °°'"% "A #12x1 PH TEK SMS 013" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE ® MATL:6063 -T6 "X"FRAMEH NOTE: ALL AMMIN.UM,�"a. H4L'l; B{ OF 06316 • • ••• • • • • ••• "OX" FRAME ASSEMBLY DETAIL (5) #8x1 QUAD PH SMS (2) PER CORNER OFRAME JAMB • •• • • • ••• ••• • • • • • "•% • i • • • • • • • • • • • • • • • --SASH FRAM1: SIDE RAIL •• • ••• •• • • • • • • • • •• • • #8x1 QUAD PH SMS O (2) PER CORNER SASH FRAME TOP OR BO RAIL 9 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL oaf 1V rws AMIE16 a MINIM Doa MOM C MOVED CIO WNW 17'CONPDNENTO owes Ix FiC AMYfIC FJG A Atoms e NO CHOWS 7109 steer ,No etwaH 7109 steer Waroll• ~OD, Ode FJC 021241/ 03 .993" ®1NsTAILA11oN HOLE COVER MAIL: 6083 -T6 DWG* 7007 --1� 1.159" Fes- 2.139" ()SASH FRAME HEAD. SILL JAMB MAIL: 6063 -T6 DWG* 7003A .0e? NOM. N--- 2.764' --j ()FRAME HEAD. SILL. JAMB MATL• 6063 -T6 DWI:3# 7002A .I& 13 1070 DRIVE KOKOMO, 8.34275 aremates PLSC174 EXTRUSIONS Bi ASSEMBLY DETAILS ALUK PROJECTED WINDOW, IMPACT [18 �11 r-""1052.7 Ic r� u 9,12/d, Loon A. Vent. P8 PE SAM Moduntai • • • • • • • • • • Iiii 'T, I IFil:D111=11;64[1111M MI111111111111111110111111111FirTii E 111111111- .7,1111111111KiE.:,7111111 i7liari7P-1:1:1:7,16-4.1 WM MUMS ME 11:07.111111fIlF:41PTITIFI ;:14:1,, F. Iffill IM1,7111 NW T. C11-4:111111 I i,17.1r1:11F:s7N1:+.11: i:.:V11111MIMIIIIIMIIIIIIIIIIIIMIIII•1lMIIIMIIIIIII MEM WINN 11111111W,711,11111111 Vrili W■Trk7": 4 !....11■7.■ 0 /4-;!:MITSI IRIS INFITIII irriowaw [17,1TE 0171:743ITY0211177:-.1 :I IMIIINWI4 liKi711111111'IY4101:‘ 4 1,1", UnIll Illkili1111 INIIWiTIVRIIIII f. 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MAE Ilk ZUNI HISIGUI41111•1 iTTii iailTiriAP TO Zig b 0 :7K■15.0--Eit-X- Iff:1111111/E7111111•11FTFL.:E:.11711111 iiiiirGIVI;14 if) 0!. 0.)Kfaff..IFITN: - MI17111 Willi 1111111n717111111111Er157i115.11:.V_H-,EK5TAWFV5MiiiiMifiL44-aili EMENT SCREEN FRAME NO CHOKE TWO SHOT ADO EQUIV. TO MIN MUCOAIN AND ADD ITEM XI REMOVE FDED ORM PROM OAK iiiiii1111111 fanTSCHNOLOGY ARM axons FL 34175 •O• IIIQX LSO NOKOWIL FL SOPS PARTS UST& EXTRUSIONS ALUM. PROJECTED WINDOW IMPACT ritelLUCT Vid1iE3 017::07,1:4 tin• Mehl, Tfrift.1?. itvArgixt Leos A. Meow, PX. maw IMIthrdaii 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM f SEE NOTE 2 • • ••• • • •• •• • • • * • •a• • •• • • • ••• • • • • • • ••• • i i • • a• •;.1XWOODBUCK (SEE NOTE 3) 1/4" MAX. SHIM -�j j�— • •• •• ••• •••• • • • • • • ••• •0s ••• •a• : SE llOTE1 • • SEE NOTE 4 • • • • • • • • • • • • ... • • • • • •••- • • • • •• • • • • •• • • • • • ••• ••• 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 1/4" MAX. SHIM SEE NOTE 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREVVS,1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DARE COUNTY. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Nmers `Mem DAr FJL tmisos Parr now 0.4 Oaten ot a F. oar NOVO ****.fir A 11080c s No ITHANGE Mes REVISE ANOSORAABAND NOTES c Isosass REMOVED AL ti"ANONORAoEDETALS IOW 1 10i0 TECHNOLOGY OWN NOICOMS, R. NM ri EIGT Visibly &raw ANCHORAGE DETAILS air ALUM. PROJECTED WINDOW, IMPACT COMM I• 1 .11 i•..,�. >052.7 re 14 /es lno•. & Tour, P.B. PE NMI • • ••• • •• •. • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • • ••• • • • • ••• WILOQ2.V241 • . • Detailed Wind Load Desigq.(Metboxi tier ASC�E.7 -02 • Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Descri,tion: ALDERMAN RESIDENCE, 3 ME NTH) STREET. IA SHORES, FL User Input Data Structure Type Building -• • • Basic Wind Speed (V) 146 mph Struc Category (I, 1I, ill, or IV. 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 16.00 ft Mean Roof Height (Ht) 12.50 ft Width Perp. To Wind Dir (B) 55.00 ft Width Paral. To Wind Dir (L) 67.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.23 Flexible Structure No ... • • • • • •• • • • • • • 11• • • Ca aulated Parameters liVirtrtanGe•Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 16.50 ft Izm Cc * (33/z) ^0.167 0.2245 Enclosed Buildings Lzm I *(zm/33) ^Epsilon 435.28 ft Q (11(1 +0.63 *((B +Ht) /Lzm) "0.63)) ^0.5 0.8212 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8316 Gust Factor Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.831 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcoi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/30/2008 Page No. 1 of 2 • • ••. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • .• • • • • • • • • • ••• • • • • ••• WINDO2,v2 -2a • • . • .. Detailed Wind Load De'sigitMett 1d 2);per344GE.7 -02 Figure 6.6.12.2A Parapets • ype of Parapet • O • - • Area (ftA2) op Elevation of Parapet • COO • • . • Max Parapet - Windward Pressure 9x6.09' It/ft "2 • • • ( Parapet- Leeward Pressure -58.11 Ib /ft ^2 •• • • • • Figure 6 -11 - External Pressure Coefficients, GCp, Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 2 -2 - -- 1 2 a _3. 1 a as Gabled Roof 7 <Theta < =45 5 =_> I Double Click on any data entry line to receive a help Screen 5.00 ft Component Width (ft) Span (ft) Area (ftA2) Zone , GCp Ind Press (Ib /ftA2 Max Min Max Min 0.00 WINDOW A 2.5 3.19 7.99 4 1.00 - 1.10 54.66 -59.29 0.00 0.00 ote: Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E. 12/30/2008 Page No. 2 of 2 1 • • ••• • • ••••• • • • • ••• •• '•• • • • • • • • ••• • • • ••• • • • • •• • • • • • • • •• • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • + • • s ' ' +' • • • •• • • • • • ••• •• nR • DASoo A►is.'D'slzh t�►w w,, i<tsw • �oe�t�►5o+•� 36r1 N 6 alt'" .61"REa %WI *Ot ,FL2$I3g EDWARD A. ' ANDER , P.E. 7550 N. W. 146th St., Suite 509 Miami Lakes, Florida 33016. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • II • • • • • • • • • ••• • • • • ••• • • ••• • •• • • • • • • • • • •••4s • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • • ••• •• (NO' tO , OS -07 ), EDWARD ,:. Li2 ; ;', DE ', P.E. 7850 N.W. 145th St., Suite 509 Miami Lakes, Florida 33016 RevIsIOfle: G "ra 1-1AVC "ge) NF, LA'P Hs24 OTH e. ceks 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • •�e • • • • ••• • • • • ••• 1 * 5 TZ6.51ve.. 1,01-0 t.t-e:p P/000 IroThiI raAN,A11014 (6) iN A- r tzo wrc oN 50,C, ■•••••■•111..../ .baanalalagal. NMV.1 1 M 17& Cr -er-r irrpotot 61z.E. .36Nali 7, 6i-r. 4,1,1,-111,1 go3 E.C1' 6D kfl NPQk Olk No. (:),F3-0701 (fog. -rizesc,tif& AerrptcHrin\TO y.t 1i 1■14.- r4-3)0 1-4 6"-M051- Ni lo V-061<t--12 LA? C 1)TIML, ..../M•■•■■••0 tir5- ge";;Pk$2,_ pokget.er) op4 AMU _you rspikcioN) 4 T. IS 1v114 i-Ct! 91-1„ r.eb/kg- Ili tt A 6e01.ric cs,,c‘ trvP. EDWARD A. LPNDERS, 77;50 N. W. 145th St, Suite 549 tvthmF Lakes, Florida 33016 Sheet No. NJ Revisions: 4 • • • ••• • • • ••• • •••••• • • • • • • • • • • • • • ••• • • • • • • • • ...• • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . •• ••• •• • • • i • •• • • • • • • • • • •• ••• • • L p9 » � (36 6 BY: PERMIT #:( -aol1 Miami Shores Village APPROVED BY .DATE ZONING DEPT BLDG DEPT Agri SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • •• •• • • • • • • • • • • • • • •• • • • • . • • ••• ••• • * • •• • • • • • • • ••• • • • • • • • • • ••