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54 NE 102 StDate 6 / / ( Job Address 0 // ,4Z4/6 6 -' 7 -- Tax Folio Legal Description -$ Historically Designated: Yes No /i 0 Owner/Lessee / Tenant V i/ / 077-/- Master Permit # 4' 9023 Q Owners Address ‘37 /i/ g Jz ND S9 ` /f14W1/ • Sl 0 - r gPhone Cie cf:)/ PJ d 0 Contracting Co. /� � d oks/Z4� e2 ,A) d,9, Add �a /t� " G /37 � n�� _ QQ �p G Qualifier CAS SS# Phone ✓ r el 7 ` / s7,7 c 05'� f6 g 1,� State # Municipal # Competency # Ins. Co. k(,Q /1/6 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING WORK DESCRIPTION Ngw K1 foliteu Cahw€Fs New kixot ' aLcd4v r Q 615' Zso Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 • zoning. Furth- r ore, I authorize the above -named contractor to do the work stated. S Notary as to My Comnussion E FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ondo President / RADON k 5 LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Da 1 o V-76 5'Y 3 3 SO F� 6 ` / / -© Aires: GLADYSiV[LL l'UBUC '!`.` E OF :1.07rIDA CO„AMISMON Na CC/14103 ?AY COMM CSt2 ' EXIT. MAIL 092 Plumbing C.C.F. Address Address Address Signa No My C NOTARY S l e of ontractor or Owi • r -B ' • er as o t� " 0 et3Build N o _ ; . e OF IL�J� A �o ICOMMISSION CC714103 MM1S 1014 EXP. ma. 1352 ate 0/ -/3 - • Date BOND TOTAL DUE /CY Building �L: vI , Electrical �•,) /f Structural Engineer{ ` . 6 ,4 3 /d/ PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT • SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to comppany with et Federal, State. County. Village Lutes end regulations. Vi llage assumes no re :ponsibttfty for accuracy of /or resutts from these plans. 2. This copy. of plans moat be imitable on butding Bite or no inspection wtti be condccted. JOB ADDRESS /6 APPLICANT PHONE # APPUCATION # SHEET OF y� MISCELLANEOUS l / b • V- 6L (19° C OMMENTS DATE J 0 3 A . -EDE '7Ge, (-) A 5 ? ezyu eviA CRITIQUE SHEET INITIALS 64 Nu 10221c\ 5CR , H 1 WI o a , FL . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 18302925 2001 JUN 12 10:59 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is rovided in this Notice of Commencement. sv Ai 6 /oz.vr) 5 /Y/Mr t 5M' ,r.65, P__ 33J sr 1. Legal description of property and street address: 2. Description of improvement: Ale/ 1#( l 4-at , 41/1 Chi 61k7 ea 3. Owner(s) name and address: J Ai- E. /0 2,vi) .577 -e 7 ,t-hArvi 6 - 4 it/19 Name and address of fee simple titleholder: Interest in property: 4. Contractor's name and address: 4RG D CONSTRIA CT/ 0 &J CO 12r 5. Surety:(Payment bond requ ired by owner from contractor, if any) A / Name and address: Amount of bond $ 6. Lender's name and address: differ - • - : is specified) Signature of g, Print • r ers Name Notary Public Print Notary's Name �— I t N / 4r 0ffx1 R • 0-71# My Commission Expires: 1 - vm- Hou ses J la 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 5 ,&. E 414 k %/3 1 -1 / 6A455, 33/3? 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Age ? C C'V$ rica . ( p I �'' J 1 � 7 T ed . �'l� ,, _ . � L 3 �. ► 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Sworn to and subscribed before atelhi& — — d+avaa SINIASEVEMNO Noby Pubie -Stile of ftaida S TATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a 1_ rJ(e copy of the or, i filed in this office on may of , A020 WITNESS my hand and Official Seal. �y ( � RVE�U � CLERK, o� C!ICUit and County Courts , � D.C. Prepared by: Address: /6 6, 7 123.01-52 2/93 la- MIAMI Approved: 11 /18/1999 PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami FL 33166 1 of3 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.29 FAX (305) 372-6339 Series 238 Aluminum Casement Window - Non- Impact and Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0329.01 (Revises No.: 98- 0709.05) Expires:10 /31/2001 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Offic Internet moil address: postmaster ©buildingcodeonline.com 1211 Homepage: http: / /w•w•w•.huildingcodeonline.com Construction Glass Industries Corp. 2 of 3 ACCEPTANCE No.: 99- 0329.01 APPROVED EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 1 8 1999 1. SCOPE 1.1 This revises the Notice of Acceptance No. 98- 0709.05 which was issued on 08/20/1998. It approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Casement Window — Non - Impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -100, titled "Series -238 Aluminum Casement Window" Sheets 1 thru 6 of 6 dated 12/04/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install tion of this system Manu Perez, P.E. Produc ar•ntrol Examiner Produc Control Division Construction Glass Industries Corp. 2. ACCEPTANCE No.: 99- 0329.01 NOY181999 APPROVED EXPIRES October 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this .st pa e 3. LI/ Man rcz, P.E. Product C• •1 Product Control Division END OF THIS ACCEPTANCE 3 of 3 . . . ,APPR 0 VI'. I) r BY - r'4. ;iqiN:3 i I i Et.ECIPACAL fi.".r...: I il • iSjECT TO CUPLIANC v.irm i».1 FEDERAL.. STATE AND COUNTY ttiLES REG0120I4?, fdtHORES VILI.P.C ASSU;.'1:7.5'.. r 0 RF.SPCSIP,IIT!ES FOR ACCURACY OF OH R.k.SU IS cr,O!!;. THES*; I' LANS. ----- COM. 1 , NCE. WITH T! SOUTH FinT21, BUILDING CODE f !TUFTED BY MIAAHORES VILLACE IS I;EO!1:1-,;'..D. III kRr.;TECT, I30 & SUB SONEV,TOS ARE CiiARtiED WO TP,E 0:071.1.T.:E O'r Ail c,".JILD:N DEG - .:IONS WHETHER OR iff:ff SPECIn'',At.i.Y 11;,;.);CArEU 1 a - 0 ' •• cs7.4`21:1P.CS SNUBBER T- AT IMPACT VINDOVS ONLY - 1 O O OPG. D 2 VENT VIDTH VINDOV VIDTH . EXTERIOR GENERAL WINDOW SECTIONS 3 0 z W W z W u a 0 J 0 ® l'1 0 INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REOUIRED DESIGN PRESSURES FOR A GIVEN wIN00w. STEP 2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 FOR IMPACT RESISTANT. B) SHEET 4 FOR NON - IMPACT RESISTANT. STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REOUIRED PRESSURES. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4 OF 6. Y D.L. OPG. VENT VIDTH VINDOV VIDTH 2 1/2' 1 Engr. DR. HUMATOUN FAR000 STRUCTURES FLA. PE ( 16557 OCT 111999 II WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. WW -7" 17 24" MAX. TYP. I AT SHORTER SIDES ' TYPICAL ELEVATION 1 1 FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. 6" MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COOE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a n N W 0 N W 0 z 0 J APPROVED AS COMPLYING WTTH THE SOUTH FLORIDA BUII.DiNG CODE DA u4re tgrvi /d' _ 19 99 BY PRODUC ! ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 99 —a. 2 9- 0/ C 3 0 0 z 3 2- z W U d O U Z � W N W ~ (D z c ON E U u) Z Z� � 0 CO Q 0 0 0 0 ao rn 3 z O. 0 0 5),! 1 n I .•. 0I I J ) t drowing no. W98 -100 sheet 1 of 6 VENT CORNER FRAME CORNER ITEM PART / QUANTITY DESCRIPTION 1 CGI -373 4 FRAME 2 CGI -378 4 VENT (5/16' LAM. GLASS) 2A CGI -374 4 VENT (3/16' & 1/4' GLASS) 3 CGI -375 4 GLAZING BEAD 6 AP -425 AS REGD. 7 0200 X190 AS REOD. 9 24 -13 -00 -202 35 -10 -00 -101 2/ VENT 4 .060 THICK CORNER KEY 8 .060 THICK CORNER KEY 2/ VENT 2/ VENT x10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK 11 - 23 -20 -00 -101 1 12 30175 1 13 - 2/ CORNER x FOR NON- IMPACT VONDOVS VITH 3/16' ANN. GLASS ONLY FRAME VEATHERSTRIPPING VENT VEATHERSTRIPPING 4 BAR HINGE. AT TOP AND BUTCH FACE MOUNT LOCK .110 THICK LOCK KEEPER, AT "RAMS JAMB FACING LOCK OPERATOR HANDLE OPERATOR TRACK FRAME AND VENT ASSEMBLY SCREVS MATERL.L MANF. /SUPPLIER /REMARKS 6063 -T6 6063 -T5 ALUMINUM ST. STEEL STEEL STEEL STEEL STEEL STEEL STEEL 1.307 SCHLEGEL APTUS SCHLEGEL 0 -LON Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / .16557 OCT 1 1 1999 2.075 .080 TYP. 2.215 TRUTH, ATTACHED V/ (6) *8 X 3/8' SS SMS TRUTH, ATTACHED V/ (2) *8 X 3/8' SMS CGI, ATTACHED v/ (2) *10 X 3/8' SS SMS TRUTH, ATTACHED V/ (2) *10 X 3/8' SS SMS TRUTH, ATTACHED V/ (2) *8 X 3/8' SS SMS TRUTH, ATTACHED V/ (2) *8 X 3/8' SS ;MS *10 X 1 -1/4' SS SMS 1.375 F 1.757 — —.090 TYP. .383 - 1.222 -- VENT (5/16" LAM. GLASF. 1.757 .090 TYP. 1.072 1.757 .090 TYP. VENT (3/4' INSUL. GLA. :: GLAZING STOP t t .7 e. 1 ' 4 -' APPROVED AS COMPLYING WITH - :F SOUTH FLORIDA BU WRING CODE DaT. 11 PROOU r TROT DIVISION BUILDING CODE COMPLIANCE OF-7CE ACCEPTANCE No. 9 - 03 2 2.625 CORNER KEY .060 THICK ST. STEEL .625 CORNER KEY .062 THICK ALUMINUM 1.000 1 t•1 -r tl r` t,i - 0 o v co o tt •t •( I v A. 0 t0 v tU n: l,) 0 it t Yl t,1 t. 1 0t') _. 0 :J a 0 U ci Z (/) 1,1 F• C7 Z r ' lo (v 10 O CO Q U N 0 0 O 0 co rn Z a O 0 u drawing no_ • W98 -100 ) sheet 2 of ) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT ' EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. C -> 20' •24' 28' 30' 32' 36' 70.0 70.0 110.0 192.3 110.0 219.6 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 60' 70.0 70.0 110.0 112.2 110.0 120.0 70.0 70.0 103.5 103.5 110.0 120.0 64.7 64.7 89.7 89.7 110.0 120.0 20' 2 28' 30' 32' 70.0 70.0 70.0 110.0 169.0 110.0 169.0 70.0 70.0 70.0 110.0 120.0 110.0 120.0 66' 64.2 64.2 110.0 110.1 110.0 120.0 60.6 60.6 101.0 101.0 110.0 118.2 57.5 57.5 93.2 93.2 105.5 112.2 20' 24' 28' 30' 32' 72' 66.4 66.4 110.0 120.0 110.0 120.0 56.1 56.1 102.8 109.3 102.8 109.3 48.9 48.9 89.6 95.3 89.6 95.3 46.0 46.0 84.4 89.8 84.4 89.8 43.6 43.6 79.9 84.7 79.9 85.0 20' 24' 28' 78' 52.0 52.0 95.3 101.3 95.3 101.3 43.8 43.8 80.3 85.4 80.3 85.4 - - 69.8 74.3 69.8 74.3 20' 24' 84 , 41.5 41.5 76.0 80.6 76.0 80.8 - - 64.0 68.0 64.0 68.0 19 -1/8' 26 -1/2' 37' 26' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 19 -1/8' 26 -1/2' 37' 38 -3/8' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 120.0 110.0 120.0 19 -1/8' 26 -1/2' 37' 50 -5/8' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 158.9 110.0 203.3 70.0 70.0 105.1 105.1 110.0 120.0 19 -1/8' 26 -1/2' 37' 63' 70.0 70.0 110.0 194.3 110.0 203.2 70.0 70.0 110.0 120.0 110.0 120.0 59.3 59.3 82.3 82.3 110.0 117.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (+) 1NT. ( - ) EXT. (+) 1NT. ( EXT. C +) 1NT. ( 20' 24' 28' 30' 32' 36' 40' 42' 70.0 _ 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 200.0 110.0 220.0 • 36' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 186.4 110.0 220.0 70.0 70.0 110.0 161.5 110.0 210.4 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 4 2' 70.0 70.0 110.0 200.0 110.0 220.0 42' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 183.6 110.0 220.0 70.0 70.0 110.0 168.3 110.0 216.5 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 118.8 110.0 120.0 70.0 70.0 110.0 112.2 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 4 2' 48' 7U0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 192.3 110.0 220.0 70.0 70.0 110.0 •120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 115.4 • 110.0 120.0 70.0 70.0 101.8 101.8 110.0 120.0 69.3 69.3 96.2 96.2 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 42' 54' 70.0 70.0 110.0 200.0 110.0 220.0 70.0 70.0 110.0 168.3 110.0 210.4 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 120.0 110.0 120.0 70.0 70.0 110.0 116.5 110.0 120.0 70.0 70.0 101.0 101.0 110.0 120.0 64.2 64.2 89.1 89.1 110.0 120.0 60.6 60.6 84.1 84.1 110.0 120.0 3/16' ANN. GLASS 'DUPONT SENTRYCLAS R -457' N z S N r N N J 3/16" NOMINAL GLASS TYPE '1' GE -1200 SILICONE 5/16" NOMINAL GLASS TYPE '2' 1/8' TEMP. GLASS .090 INTERLAYER SAFLDC PVB 1/8' TEMP. CLASS 5/16" NOMINAL GLASS TYPE '3' GE -1200 SILICONE Engr: DR. HUUAYOUN FAR000 STRUCTURES FL/. PE 11 16557 OCT 111999 APPROVED AS COMPLYING 1VDTH THE SOLIDI FLORIDA BUILDING CODE DA BY L/ / �u.Q'r7 - � PRODU' :•TROL DIVISION ' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 97 0 / ( c 0 y v 0 0 0 0_ O 0 co co 1 a 0 0 c 1 • V a 1 d drowing no. W98 -100 sheet 3 of 6 PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '5' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. ( -) 20' 2 28' 30' 32' 36' 110.0 112.6 110.0 219.6 95.4 95.4 110.0 186.0 60, 83.4 83.3 110.0 162.3 78.8 77.7 110.0 151.5 74.6 72.8 110.0 142.0 64.7 64.7 110.0 126.3 20' 24' 28' 30' 32' 66' 86 86 110 169.0 73 73 110 143.2 64.2 64.2 110.0 125.2 60.6 60.6 110.0 118.2 57.5 57.5 105.5 112.2 20' 24' 28' 30' 32' 72' 66.4 66.4 110.0 129.4 56.1 56.1 102.8 109.3 48.9 48.9 89.6 95.3 46.0 46.0 84.4 89.8 43.6 43.6 79.9 85.0 20' 24' 28' 78' 52.0 52.0 95.3 101.3 43.8 43.8 80.3 85.4 - - 69.8 74.3 20' 24' 84' 41.5 41.5 76.0 80.8 - - 64.0 68.0 19 -1/8' 26 -1/2' 37' 26' 110.0 121.4 110.0 220.0 110.0 121.4 110.0 220.0 110.0 121.4 110.0 220.0 19 -1/8' 26 -1/2' 37' 38 -3/8' 110.0 121.4 110.0 220.0 110.0 121.4 110.0 220.0 104.5 98.5 110.0 192.1 19 -1/8' 26 -1/2' 50 -5/8' 110.0 121.4 110.0 220.0 110.0 104.3 110.0 203.3 37' 75.7 74.7 110.0 145.6 19 -1/8' 26 -1/2' 37' 63' 104.2 104.2 110.0 203.2 77.9 77.9 110.0 151.9 59.3 59.3 110.0 117.0 EXTRUDED GLAZING BEAD OPT 3/16" NOMINAL GLASS TYPE '4' GE -1000 SILICONE ROLL FORMED GLAZING BEAD 3/16" ANN. GLASS 3/16" TEMP. GLASS [J 3/16" NOMINAL GLASS TYPE '5' GE -1000 SILICONE PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH HEIGHT 20' 24' 28' 30' 32' 36' 40' 42' 36' 20' 24' 28' 30' 32' 36' 40' 42' 42' 20' 24' 28' 30' 32' 36' 40' 42' 48' 20' 24' 28' 30' 32' 36' 40' 4 2' 54' GLASS TYPE '4' EXT. (+) 1NT. (-) 110.0 110.0 121.4 110.0 110.0 110.0 110.0 102.8 97.1 110.0 110.0 110.0 110.0 111.0 110.0 104.1 97.1 92.5 85.6 80.9 110.0 110.0 104.0 96.0 83.2 73.4 69.3 ' '110.0 110.0 _94.3 91.0 84.0 72.8 64.2 60.6 121.4 121.4 121.4 121.4 107.9 97.1 92.5 121.4 121.4 118.9 83.3 79.3 110.0_ 121.4 121.4 104.1 97.1 91.1 80.9 72.8 69.3 121.4 107.9. - 92.5-. 8 6.3 r- •80.9, 71.9 64.2 60.6 GLASS TYPE '5' EXT. C +) 1NT. (-) 110.0 220.0 110.0 220.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 _ 110.0 110.0 220.0 220.0 220.0 210.4 189.4 180.4 220.0 220.0 220.0 216.5 202.9 180.4 162.3 154.6 220.0 220.0 202.9 189.4 177.6 157.8 142.0 135.3 220.0 210.4 180.4 168.4 157.8 140.3 126.3 120.3 Engr. OR HUMAYOUN FAROOO STRUCTURES FU,. PE # 16557 OCT 111299 3/16' ANN. GLASS 3/16' TEMP. GLASS 3/16' ANN. GLASS 3/16' TEMP. GLASS 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4' GE -1000 GE -1000 SILICONE SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5' APPROVED AS COMPLYING WITN THE SOUTH FLORIDA BUILDING CODE L DIVISION BUILDIN CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 03Z9'Od 0 0 z 4- z w w Q 0 z -J co N I N w N 0 N d 0 u 0 0 O 0 rn a 0 0 d 0: 0 0 c 0 a 0 N a) 0 0 i drawing no. W98-1 00 (sheet 4 of 6 3/16' OR 1/4' TAPCON SEALANT 4 • ° a • #14 SMS S/S 1 -7/16' MIN. WOOD PENETRATION SEALANT INSTALLATION TYPE '3' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESJUSING WOOD • BUCK INSTALLATION BY OTHERS " TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES_/USING WOOD 1 3/8' 2 1 /8' j INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED 1 3/8' FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 WOOD BUCK TYPE '3' MAT RIAI- PRESSURE TREATED WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING "SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.- 3/16' OR 1/4' TAPCON SEALANT ° : ° INSTALLATION TYPE '2' tt14 SMS 5/5 1 -7/16' MIN. VOOD PENETRATION " SEALANT L J ° a a . TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD INSTALLATION TYPE '4' Engr. OR. HUMAYoUN FAR000 STRUCTURES FU. PE j 16557 OCT 111999 7C S r 2 \.. VI BUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAI ON ALL FOUR SIDES /USING WQOD 2 1/8' MIN. 2 1/8' MIN. 1 WOOD BUCK TYPE '2' JTFRIAL PRESSURE TREATED W000 BUCK TYPE '4' MATFRIAI: PRESSURE TREATED APPROVED AS COMPLYING WITH T11E SOUTH FLORIDA BUILDING CODE DAT 717 BY PRODUC C0.1 DIVISION BUILDING CODE tOMPUANCE OFFICE ACCEPTANCE N0. 99 6 1 — U 0 0 l t O 0 z F- z w w a 0 z_ J co I w EE w N Z M O cOQ Utz N 0 y 0 t 0 0 L 0 N 0 . .0 cu 0 ' 0 N 0 0 .0 ) drowing no. W98 -100 (sheet 5 of 6 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' . REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' WIDTH HEIGHT 20' 24' 28' 30' 32' 36' 171.9 220.0 220.0 60' 143.3 196.5 220.0 122.8 168.4 198.6 114.6 157.2 185.4 107.4 147.4 173.8 95.5 131.0 154.5 20' 24' 28' 30' 32' 66' 203.7 220.0 220.0 169.8 220.0 220.0 145.5 199.6 220.0 135.8 186.3 219.7 127.3 174.7 206.0 20' 24' 28' 30' 32' 72' 183.4. 220.0 220.0 152.8 209.6 220.0 131.0 179.7 211.9 122.2 167.7 197.8 114.6 157.2 185.4 20' 24' 28' 78' 166.7 220.0 220.0 132.9 190.5 220.0 1:9.1 163.3 192.6 20' 24' 84' 191.0 220.0 220.0 159.2 218.3 220.0 19 -1/8' 26 -1/2' 37' 26' 220.0 220.0 220.0 206.4 220.0 220.0 169.3 220.0 220.0 19 -1/8' 26 -1/2' 37' 38 -3/8' 218.1 220.0 220.0 157.4 215.9 220.0 112.7 154.6 182.4 19 -1/8' 26 -1/2' 37' 50 -5/8' 220.0 220.0 220.0 161.2 220.0 220.0 115.5 158.4 186.8 19 -1/8' 26 -1/2' 37' 63' 169.2 220.0 220.0 l 22.1 167.5 197.5 87.5 120.0 141.5 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS ANCHOR 'A' ANCHOR 'B' 220.0 220.0 WINDOW DIMS. WIDTH 20' 24' 28' 30' 32' 36' 40' 42' HEIGHT 36' 20' 24' 28' 30' 32' 36' 40' 42' 42' 20' 24' 28' 30' 32' 36' 40' 42' 20' 24' 28' 30' 32' 36' 40' 42' 48' 54' 109.1 101.9 149.7 139.7 191.0 220.0 163.7 220.0 152.8 143.3 209.6 196.5 127.3 174.7 183.4 220.0 152.8 209.6 131.0 179.7 122.2 167.7 114.6 157.2 101.9 139.7 91.7 125.8 87.3 119.8 220.0 220.0 191.0 220.0 163.7 220.0 152.8 209.6 143.3 196.5 127.3 174.7 114.6 157.2 109.1 196.5 163.7 140.3 131.0 122.8 109.1 98.2 93.6 149.7 220.0 220.0 192.5 179.7 168.4 149.7 134.7 128.3 ANCHOR 'C' 220.0 220.0 220.0 220.0 220.0 206.0 176.6 164.8 220.0 220.0 211.9 197.8 185.4 164.8 148.3 141.3 220.0 220.0 220.0 220.0 220.0 206.0 185.4 176.6 220.0 220.0 220.0 211.9 198.6 176.6 158.9 151.3 ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING. A = 3/16" TAPCONS THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1-1/4" MIN. EMBED B = U 14 SM6 INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -7/16" MIN. PENETRATION INTO WOOD C = 1/4" TAPCONS THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED TAPCONS AS MANUFACTURED BY ELCOI Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 OCT 111999 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA o /i>_• 99 BY PRODUr •01. DIVISION BUILDING CODE COMttPLIAt CE OFFICE ACCEPTANCE NO 0321 co n 0 N t0 N 0 0 z w w 0 z -J CO M I N w w (i) co c 0 U 0 0 0 0 0 w (n w cry E Z C r. 0 (V r , 1 (D Z O co m 0 0 0 0 0. 0 v 1 .5 6 3 • V 0 2 .0 v .0 V drawing no. W98 -1 (sheet 6 of 6 N'-k JINON KITCH GA6INEf 5 N4 R To 3 1I.45 u 8"044 -NEW WINPOW SI Za 26''x S" 117e4 1'NE o N I Na 1 0 IN GrrouTCP GNU. of � I you 1,A:.ep ON E pox y INTd fou N9fTION -I- 1.4 11.4 I.a'our �NEET) JOHN roHT f? iy6Nc 54 N.E. IOZ 51'2.. MIAMI 61402c - I 1 I Note: This drawing is an artistic interpretation of the general appearance of the floor plan. It is not meant to be an exact rendition. 5EE 61-tear I THE HOME DEPOT i 4110D454 john toht 54 n.e 102 st. miami shores,fl. Dwg no. r n 27 All dimensions & size designations given are subject to verification on job site and adjustment to fit job conditions. rit 72} 99 27 THE HOME DEPOT 11 c\vo 75 / 54 WR3612 36" REF -3D W3630 138 BD15 ',DISH. 24" 34 -- / 11IA - 34 / 84 236 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 4110D454 john toht 54 n.e 102 st. miami shores,fl. Scale : maximum Designer dab29 B24L.2 1 ,% SBA FWT , B21 0 C " 5 18 OR 3 B12 12 ' R !30R 30 62 Design : 04/11/01 Date : 05/26/01 101 Dwg no. 21 21 18 49/ 34} 54 1. MI ■ 36 36 75 C- 10, _5 Doovs 138 ❑ COO COO 54 36 >C- 15 / 24 • / 24 / 63 36 / 84 05 9 7 All dimensions 8 size designations given are subject to verification on job site and adjustment to fit job conditions. HOME ni e D EPOT This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 4110D454 john toht 54 n.e 102 st. miami shores,fl. Scale : maximum Designer dab29 Wall /C Line # 3 Dwg no. 2121 547 30 54 34831 1 / 84 All dimensions & size designations given are subject to verification on job site and adjustment to fit job conditions. HOME DEPOT 236 / 168 / 33 / 33 2' This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 34 / 11 ir 34 33 4110D454 john toht 54 n.e 102 st. miami shores,fl. / 33 - L? Scale : maximum Designer dab29 Wall /C Line # 5 84 05 Dwg no. 84 • 347 21 21 15 15 49/ 54 / / A9/ / 39 30 36 / 21 / 30 / 12 4/ 00 00 00 OD ® (ID ® QD 62 30 / 12 — 74 / 84 105 All dimensions & size designations given are subject to verification on job site and adjustment to fit job conditions. THE HOME DEPOT This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. 4110D454 john toht 54 n.e 102 st. miami shores,fl. Scale : maximum Designer dab29 Wall /C Line # 4 Dwg no.