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WINDOWSMIAMI SHORES VILLAGE BUILDING DEPARTMENT Date Name t-- ktkrri,l For Inspector: Approved Correction Re- Insp'n Fee 305- 795 -2204 Building Inspection Request Type lnsp'n W 1 N A)5 Company c J D V Permit No. €4 2003 - 5 t . Address 2-54 NC t SA Phone # 0 Time Name & Date P[0. .° / _ 69-ti 5'o• 7f a c9 f Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/3/2003 Applicant:—MELOD --k-EL /9S'i l`k NE 101 ( ST Owner: 1).S ± r JOB ADDRESS: 254 Contractor J D DAVIS Local Phone: 561 - 333 -7704 Parcel # 1132060134620 Legal Description: Fees: FEE2003 -1923 FEE2003 -1939 Permit Status: APPROVED Permit Expiration: Work: INSTALL 9 IMPACT WINDOWS fee is $50.00, which must Ix This Permit is granted to the contra ordinances pertaining thereto and wit and approved by the proper municipe authorization. A further condition upc ordinances and regulations pertaininc by his agents, servants or employees x Signed: Signed: 0 In consideration of the issuance to with the plans, drawings, statements myself, my agent, servants or employ FOR Description Building Fee CCF Total Fees: TO �` THE `1^' ORDER OF THE PERMIT PROFESSIONALS P 0 BOX 8205 CORAL SPRINGS, FL 33075 -8205 PHONE 786- 306 -8268 UNION BANK Where Your Business L Big Buenos.' Bu E7 v` +FLORIDA Building Permit Permit Number: BP2003 -512 Contractor's Address: 9030 sw 16 ct „innl I r „■ .•r+ MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 5 & LOT 6 BLK 34 LOT SIZE Amount $115.00 $4.20 $119.20 9/27/2003 Construction Value: If there is no permit packanp 0/r tcmcihtp nn tho inh..auto fnr.incnortnro •„ ..naf.. +ho.o will tie 4 lk-t \ 0-111 .14-4, rl fl f+ n / $6,500.00 1 • Page 1 of 1 Total Fees: $119.20 Total Receipts: $0.00 •:...W o...: DATE 0 4 01 0 -3 1 $ DOLLARS 4135 63- 770/670 BRANCH 010 9.cm�ry F..tw.. D.,.11, on AP Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/3/2003 Applicant. Owner: JOB ADDRESS: 254 Contractor J D DAVIS Local Phone: 561 - 333 -7704 Parcel # 1132060134620 Fees: FEE2003 -1923 FEE2003 -1939 Total Fees: Permit Status: APPROVED Permit Expiration: Work: INSTALL 9 IMPACT WINDOWS rmit is granted to the contract ordinances pertaining thereto and with t and approved by the proper municipal a authorization. A further condition upon ordinances and regulations pertaining tc by his agents, servants or employees. Signed: In consideration of the issuance to me with the plans, drawings, statements or myself, my agent, servants or employes Building Permit Permit Number: BP2003 -512 8 i-ralt j4k NE 101 ST Contractor's Address: 9030 sw 16 ct Description Building Fee CCF Amount $115.00 $4.20 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 5 & LOT 6 BLK 34 LOT SIZE 9/27/2003 $119.20 Construction Value: $6,500.00 Page 1 of 1 Total Fees: $119.20 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection 0.00, which must be pair) in a rlvanrn hofnrn �all:..n in. �.e..�L....:..^..... a:e... DATE 0 4 \Lia TO THE 4 ■� ORDER OF AAA t irM ac y,61 ao UNION BANK THE PERMIT PROFESSIONALS P O BOX 8205 CORAL SPRINGS, FL 33075 -8205 PHONE 786- 306 -8268 Where Your Business L Sit Business t 7:sr M,1, FLORIDA rl � n o 00 atrTi 11 4135 63- 770/670 0 BRANCH 010 $ o DOLLARS ":. Deans en NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: C2 2. Description of improvement: w ODit)( 3. Owner(s) name and address: MQrcelQ QN112c1 - c 4 NE 4. Contractor's name and address: -mac Gepw (v Name and address: Amount of bond $ 6. Lender's name and address: Notary Pu Print Notary My commission expires: 123.01 -52 PAGE 4 8/02 03R226887 2003 APR 07 15 :33 ► .0 • s a, Interest in property: nwIVEa • Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DADE of the o•gi lied sn th1� Tice on � day of , AD 20 r/3 wiTN fS m hand and Offic • stir 7. Persons within the state of Florida designated by Owner upon wp y ue served provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: . 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a rent date s e' led) 4 Signature of Owner _ Print Owner's Name u Q6'U . M SAGA Prepared by ? e • Sworn to and subscribed before me this •4' day of 7 t- , 20 . Addres Z 1:1 44 Q- kJ (I' -m t GL. 35 14-4 _ • I 5i�39 9i 3 /z //° Z � ;6‘e .02 1 • r MIAMI -D® PRODUCT CONTROL NOTICE OF ACCEPTANCE TRACO Security Windows & Doors, Inc. 5100 N.V. 72nd Avenue Miami FL 33166 .Approved: 03/17/2000 I of 3 Internet mail address: postmaster @buildinI;codeonline.com 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 -2908 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 -2902 FAX (305) 372 -6339 Series "Coastal Aluminum Single Hung Window - Impact Resistant under Chapter S 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 Buildin,.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.: 99-1028.06 Expires:03 /17/3003 Raul Rodriguez Chief Product Control Division TI-IIS 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 l3uildinu Code Compliance Office Hontepage: http: / /www.huildingcudeonline -corn Security Windows and Doors ACCEPTANCE No.: 99- 1028.06 APPROVED MAR 1 7 2000 EXPIRES : MAR 1 7 2003 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 . This approves an aluminum single hung 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 "Coastal -240" Aluminum Single Hung Window — Impact Resistant, and its components shall be constructed in strict compliance with the following document: Drawing No. W99 -62, titled "Coastal -240 Impact Single Hung Window," Sheets 1 thru 3 of 3, dated 08/31/99, revised on 10/18/99, 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 of an aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 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 two 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 installation of this system. 2of3 Manuel , erez, -P.E., Product Con\rol Examiner Product Control Division �. . • . ecurity Windows and Doors 9. This Acceptance contains pages 1, 2, this last page 3. ACCEPTANCE No.: 99 -1 028.06 APPROVED EXPIRES MAR 1 2000 MAR 1 7 2003 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. Anv 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 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manu Perez, P. F., Product ontrol Examiner Produ6- C- urtfol Division END OF THIS ACCEPTANCE 3 of 3 'Security Windows and Doors E -1 ACCEPTANCE No.: 99- 1028.06 MAR 1. ' 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (Fur File O L Y. of part uf' ;\V0.4.) MAR 1 7 2003 A. DRAWINGS 1. Manufacturer's die drawings and sections. 1 Drawing No. W99 -62, titled "Coastal -240 Impact Single Hung Window," Sheets 1 thru 3 of 3, dated 08/31/99, revised on 10/18/99, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01-99, dated 10/07/99, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 alone with marked -up drawings and installation diagram of an aluminum single hung window, prepared Fenestration-Testing-Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. C. CALCULATIONS: 1. Anchor calculations, sheets 1 thru 13 of 13, prepared by Al- Farooq Corp. dated 8/27/99 and 2/24 /2000, signed and sealed by Humayoun Farooq„ P.E. D. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 97- 0731.15 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 01/08/98, expiring on 01/08/01. 2. Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Saflex IIIG PVB Polyvinyl Butyral Interlayer" dated 08/27/98. expiring on 05/21/01. 3. Notice of Acceptance No. 96- 0924.06 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 12/11/97, expiring on 12/11/00 E. STATEMENTS: 4. Statement letter of conformance. September 2. 1999, signed and sealed by H. Farooq, P.E. 5. Statement letter of no financial interest, October 20, 1999, signed and sealed by H. Farooq, P.E. F. OTHER: 1. None. Man 1 Perez, P. E.. Prodt Control Examiner Prod ctfontrol Division f•. • MIAMI•DAI3E BUILDING CODE COMP'LIAIQCEUFF'ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) . TRACO Security Windows & Doors, Inc. 5190 NW 72 Ave. Ainami, EL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been veviewed bythe BCCO and accepted by the Building Code and Product - Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall mot be -after he BCCO (In Miami Dadetbmnty) andlor 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 s�r it lfails.10 perform in'the accepted manner, the manufacturer will-incur the expense 'of such 'testing andihe AI3J may'miiiediately revoke; modify, or suspend the use of such product or material within their jurisdiction.. BCPRC reserves the right -to 'revoke:tliis. acceptance, if it is determined by BCCO that.this.product or material fails to meet the•requiremeh s.of the•applicabrle building code..: • • •- . - - This .productis �rodes� idlas� ` ' I9 4 � o ' � �"��P1y��tStm'thfloritia Building .: �� • - ,.; . . r- �.:,: 9 tonor Miami-Dade Cotinty:or!Plorida•$ g ''4 :�i.: �:_ .. iliidui �� -'Ode" .'t - 'rat:. - � . -;. •r:R'.':;: i• . `DESCRIPTION: Aluminam:Tnbe Mullion�(�ioReusibcrcemerit mss:' =* wu -. - '. _ ...< -� '•......t: ..:' : : ?_ ...:_APPROVAL DOCUMENT: Drawing.No.M954$A, Sheet ilitbiiglt nli titled "Alumiauiri tube iVf (ions ' 4:» ' ::prepared, si�u��l�d seatedfig iu�ua arooq,P ; date ? T/01s ize‘iiing tha1!'iamT=DaBe oiinty iodud — c Control Renewat:stamp with the NOA mumber and- i4iratiori= date?q' t' heiMiainr- Dade•G-ountyPlo Contfoli;_ ;s: Division. " ... Oh MISSILE IMPACT RATING:-Large Missile:' - .; ; • ? . . • • • LABELING: EaCli.unit"shall bear a.permanentIabel iitli the•niariuracturet's-naineor logo, ciiy,: state -and- ,: :- : .:: =: -following statement "Miami -Dade County Product Control Approved ", unless 'otherwise notedterein. RENEWAL of this NOA shall be considered after a-renewal application has been filed and there has been no - chap a in the a icable buildin ' code ne • ativel - affectiti the erformance of this roduc - t. -- . . ..' g PPl� g g Y g • P .P TERMINATION of this NOA will occur after the-ezpiration 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 because orterntination'and•retnoval 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 .renetys NOA No. 99 nsists aftjlis 3 �e- 18 s3irell.asapp ovaIdocumentmentionecj.above. The submitted documentation was reviewed by-Raul Rodriguez. NOA No 01- 1218.0I Expiration Date: January 2, 2007 Approval Date: January 2002 - Page I 1.562 1- 2.625 I 1.750 .062 TYP. 1.312 .1 .750 2.875 F .062 TYP. J1 1 n r .078 2.458 I J FRAJAE HEAD .078 - 1.020 1.681 MEETING RAIL 1.859 .5.2 .062 TYP. 2.062 --I .078 .875 BOTTOM VENT TOP RAIL 1.930 1.625 .937 L -I .750 - SASH SIDE RAIL 1.405 -.062 TYP. BOTTOM VENT BOTTOM RAIL .937 .062 TYP. 1.062 1 L875 2.623 1:500 -y 2.781 - 1.688I- I .937 .125 I � •8; 3 I - i -238 GLASS STOP `.250 2,374 1281 l .062 TYP.- I 2.750 - I 2.625 FRAME JAMB .802 l 2. 1- - 2.797 2.987 .062 L TYP. .994 FRAME SILL 2.772 FRAME TOP CORNER FRAME BOTTOM CORNER Engn OR. HUMAYOUN FAR000 STRUCTURES FIJI PE / :6537 OCT 2 1 1999 VENT TOP CORNER VENT BOTTOM CORNER APPROVED AS COMPLYING WIT} TILE SOUTH FLORIDA BUILDING CODE OAT ' Q21.& /g 00 BY 77 101l/70 PRODUC Cc ROL DIViS:ON BUILDING COOT COMP(L4r:CE OFFICE +CCEPr>:.c M Q5_ !0 g". 0,6 tx E¢ W N O n Z N Q J 0 O z z V z U z N I- a o_ a N U Tn 4 1 Sa co e W • O O VI LA- C3 M to M I 0 n I X ii IS 8 c drowing no. W99-62 (sheet 3 of 3 ITEM NO. PART NUMBER' QUANTITY 1 DESCRIPTION IMATERIAL MANF. /SUPPLIER /R£MARKS 1 050 -OU -572 I 1 FRAME HEAD 1 6063 -T6 - 2 050 -00 -308 I 1 FRAME SILL A 1 6063 -T6 - 3 050 -00 -586 2 FRAME JAMB I 6063 -T5 - 4 051 -00 -571 1 VENT TCP 5063 -T6 - 5 051 -00 -548 1 VENT BOTTOM 6063 -T5 - 6 050 -00 -570 2 VENT SIDE 6063 -T6 - 7 051 -00 -573 1 FIXED MEETING RAIL 6063 -T6 - 8 050 -00 -569 4/ LITE GLASS STOP 6063 -T6 - 9 C12 -00 -835 AS REOD. FRAME ASSEMBLY SCREW 18 X 1' PHPH SMS 10 012 -00 -835 AS REOD. VENT ASSEMBLY SCREW ,8 X 1' PHPH SMS 11 046 -0G -098 AS REGD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL 0 -LON .375 X .190 12 046- 1E -IO2 12 SETTING BLOCK .10' X .30' X 1 -5/8" LONG 5' FROM ENOS Sc AT MIDSPAN 13 - AS REOD. GLAZING COMPOUND SILICONE DOW 1199 14 007 -10 -016 2 SWEEP LOCK (AT 6 -3/4' FROM ENOS) ZINC CASTI MAROOLLO INT. 15 046 -16 -030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8' BOX) 16 050 -00 -718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 046 -00 -010 AS REOD. BULB VINYL WIBORC t8 - - - - - . • 19 - - - - - 20 047 - 00-015 AS REDD. FIN SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012 -0C -130 4 MTC. RAIL ASSEMBLY SCREW 110 X 1" PHPH SMS 'YFKAL ANCHORS SEE ELEV. FOR SPACING a ( -.1 •TYPICAL AN ^'CRS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 ti a 0 J f TYPICAL ANCHORS SEE ELEV. FOR SPACING T J L 113 OR 26Y WOOD BUCK IBY OR 26Y wooD BuCKI r OCT 21 1999 — SCREEN OP1 Engr. OP_ MUMA:CUN FAR000 STRUC NRES FL A. PE it 16.557 VENT VIDTH D.L. OPG. D.L OPG. WINDOW WIDTH EXTERIOR II ii 111 IBIlitiwoomw.ww.swiwwww. 20 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4' MAX. SHIM C JAMBS APPROV D AS COMPLYING WITH T11E SO:AN TLORIDA BUILDIBC CODE OAF ��' �„ 2OOD PROM AFRO: DIVE BUILD' ,, CGCE COMPLL :ACE OFFICE .:CCF?F.7;CE No. _y9 - /UZ O .. • r 0 O C7 - J W Z N U Z N cc 8 0 8 Z Vj > Co cn M cc rN Q N Z " O Q 1 C 0 . `U • O J P S w drawing no. W'99 -62 (sheet 2 of 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 5/16" LAMINATED ANN. GLASS WIDTH I HEIGHT EXT. C•) 1 INT. (-) 19- 1/8" 62.0 I 62.0 26 -1/2' 26" 62.0 i 62.0 37" (4) • 52.0 1 62.0 53 -1/8 62.0 I 52.0 19 -1/6" 62.0 62.0 26 -1/2" 38 -3/8" 62.0 52.0 37" (4) 62.0 52.0 53 -1/8 62.0 62.0 19 -1/8' 62.0 62.0 26 -1/2" 50 -5/8" 62.0 62.0 37" (6) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8" 62.0 62.0 26 -1/2 57' 62.0 62.0 37' (7) 62.0 62.0 53 -1/8 62.0 62.0 19-1/8" 62.0 62.0 26-1/2' 63' 62.0 62.0 37" (7) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8" _ 62.0 62.0 26-1/2" 74 -1 /a 62.0 62.0 • 37' (7) 62.0 62.0 • n 6 I /4" MAX. AT HEAD /SILL CORNERS co n n n co n n 0 a 2 L 0 a Z 5 m 47 7/5" O.L.O. (FIX. UTE) 13 1/2" MAX. HEAD /SILL 5/16" / NOMINAL LAM. 'L /r/ 13 1/2" MAX. HEAD /SILL 47 1/8" D.L.O. (VENT) 50 1/4" VENT WIDTH 53 1/4" MAX. WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT • '0 1/8' ANN. CLASS .090 IMTERLAYER SAFLEX PvB NFC. BY 'SOWTU' 1/8 ANN. CLASS SUCONE DOW CORNING 1199 2 3 CO • SEE CHART FOR NO. OF ANCHORS PER JAMB N I I 4 3/8" 0 �I t I C4 1V8" 6 1/4' - 6 110 5/16" m I n 5 3/4' m n 10 1/16' 1 - 6 1/4" TYPICAL ANCHORS: $ 10 SMS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE I - 3/6" MIN. PENETRATION INTO WOOD 3/16 TAPCONS (BY ELCO) OR EOUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD 3/16 TAPCONS (BY ELCO) OR EOUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANTS: FRAME ANO VENT CORNERS SEALED WITHECHNEE MOREHEAD 5504. - 1 /8° ANN. GLASS 00W CORNiNG 1199 .090 INTERUYER BUTACITE PV8 MFG. BY 'DUPONT m S u 13 5/16" OVERALL LAM. ANN. GLASS 5/16" OVERALL LAM. ANN. GLASS LAMINATED BY 'GUAROAN' LA HATED BY 'TEMPGLASS GLAZING OPTIONS m tft 0 h 1 6" 1 10 / 15 " 1 5 1/2' 11 5 3/4. 8 1/8" 8 1/8' 1 6 1/4' N u, 1 6" 1 6 15/16' 7 3/16' E 5 1/2- 5 3/4' 9 11 11/16" 1 9 11 /16" 6 1/4' ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS NOTE: ANCHOR SPACING MAY BE ROUNDED TO THE NEAREST FULL INCH. Engr. OR. MUUAYOL'N FAR000 S?T.UCURES FLA. PC 1 15555 / OCT 21 1999 5' E 7/16 8 11/16' 11 51/2" li= 5--3 1 /4 ' 1 3/16' 11 3/16 - II 6 /4 e NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD 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 ORESSIIIC OR STUCCO. APPROVED AS COMPLYING WITH THE SOUTH F (RICA BUILDIIIG CODE DA C4C.&, / ° 1-0,0 BY PRODU T COIIT 01. Olv BUILDING, CODE COSIFL!ANCE OFFICE ACCEPTANCE NO - / 2 g • 06 1 as o m 3, c drawing no. l W99 -62 j (sheet f or 3 ,! 4.000 6.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. _ STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. sTEp 3 USE CONNECTION TO MUUJON AS PER PRODUCT APPRCIVAI -4 C L -2.000 TYPICAL WINDOW FRAME - USING GRAPHS 13N SI-T 2 SELECT MUWON SITE WITH SIFF 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 1 X 2 X 1/8" ALUM TUBE 2.000 3.000— MULUOI4S CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SUM AND SPACING 4100 "Iisr 1:11 t ..41MS .,11844.11, • A*. 1 X 3 X 1/16 X 1/8" ALUM TUBE 1 X 4 X 1/16 X 5/32" ALUM TUBE L000 c Engr: DR. HUIVCODUN FiROOQ STRUCTURES RA. PE . 1 16557 DEC 1 2 2001 NOTES: RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ALL-GLAZING PRODUCTS USED WITH UUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR ic WATER INFILTRATION, FORCED WRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT. TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT YO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063-T5. TRODUCTRENEWED ACCEPTANCENo. Of EXPIRATION D 2. 3-007 PRODUCT CONTROL DIVLSTON . BUILDING CODE COMPLIANCE OFFICE C - C C_S cn 2 z 0 , til 2 co J >cO -zt c o a N e7) g z s DO " <-1 o 0 drawing no. M95-08A tri 1 - .c2'..1 /B" ALUH. TUBE M 6TEEL G1)2 8 3/ L 2B 30 4B 56 6B 70 8E5 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR CJ GLAZING PROOUCT I W1 GLUING PRODUCT \_ANCHORS A.B. OR C W2 TRIBUTARY WIDTH = Wt + W2 2 ANCHORS TYPE A.B. OR C GLAZING PRODUCT GLAZING PRODUCT UUWON SPAN - HORIZONTAL MULLION GLAZING PRODUCT HORS- A.B. OR C 17 N to 2a CO tq: CV .-1 .4 IA tt, H C7 I nn -Live 1. LUNIJ titlHit I ALL M. TUBE [SSTm rns- n3 PA 36 d0 56 66 7B an TRLBUrARr WtuTH -. nNCtiY� TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART • Lv N ,,., 1, 1M1111111■ ■, ala 3B- LL ANCHORS TYPE A I1cc7 -4.412 ----2----4S YI b E1 — ref Ei g TRZBUTA 1lIvT1l TNC - NE - G - MULLION LOAD CHAR ■..1•' P'LL j Thar ■LLa1L111111L._..,_ = ■l\11 mmom!�t!! 111101111111 1.■111MIM•■■■.. „■1\„■,■■■■■■' • ainummulnumul a ■M�.,,�' MEN � q Imma magEm nnu■ IS 1113 Is 1111\111\ ■ \111■\I111111111■111 kIngiNUMNIEVINEUIN ■ 1 RINII LL \AML 11111EUENNAN\AIIII 2Nd 2.3 An S6 66 71f an TftmurA4r- trnm - Macs . FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. ANGHDR LOAD CHART MULLION LOAD CHART 2'x4'x1/fr ALUM. TUBE ,S'• - 5 8 • HO crm ax< ; �� ■ \11ML11\•LM■ \M nonummumemuni ammu .umwm,ll MI►\N\11111\1111111■111■ Nuismommumm moungimummula N11111ML\LLMI M■ Zd 3f1 4P1 Ei! 60 7g BB TRIBUTARY UIDTIH - INCHES -4 1111111111111111111 ANCHORS TYPE 8 II I1111111■■■.■■ 11\►\\\11i1111111111111■ 4a1►e�11�•1s��■ 11 1!\\\`1111111111111e u 9 1111111W111111111111111111 0 co • O 0 61 ■ IER\ 1 \IMMON ■n X11 \"1 \MI` ■1111"\111 m �e►�a1�� \11111■ Inii umm\ ■n\!Mo a m \I�� ►11 \vim V1 ►M ' cr ■S,\.■I■■■'■■, Q m il,\,IKII, MI,MINIO - 1\a1111■1l111111■11111\1111111 a111111111■1111\\11111111■111111111\`M H ■.,11.■■,11111'■■' ■ ■\111■11111111111:1ii11M111■ aaa►M►aa nnis∎ • IMINIFENEEINENIIE ■ ■ ■ ■■. ■.MINA■ MIIIIIHMEMEEINOS cei MULLION LOAD CHART N 2'x6'x1/8' ALUM.' TUBE Zd 32i 4ef 6E1 6e1 721 Bg . TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART • S MAY LULU Engr. DR. HUMAYOUN FAR000 STRUCTURES FLAN PE 1 16557 DEC 1 2 2001 ANCHORS TYPE E1 Ei 70 86 26 20 40 513 GO 70 80 TRB .- __ - -__ -- -- - AR -Y - WI-OTH—I- - - - PRODUCT RENEWED ACCEPTANCE Na O - I Z 1S.OI ExpnunaNDATETAA a112 z BY :5 DUCT BUILDING L CB 63 V cC 2 I If; I I ELc fz o P.4 1 ga C ) i 0 I 0 O V -U •+ a a drawing no. M95 -08A ip I 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8 ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE MULLION MULLION 2 X 2 X 1/8". ALUM ANGLE 2 -5/8 LONG {LAX. r 1 - . . . 2.000 I 1 4 • PRECAST CONC. . SILL 1a ANCHORS TYPE `A' • • • OR TRIM �litt m u u u nauu I tamnnn►nuuunn► Inili unu►ut WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. :a . . G • a • A MIN. N. EMBED INTO WOOD 1/ ANGLE a. . .' C a GLE I' 1 I r--L— NOTCH ANGLES TO •- a MISS MARBLE SILL • 3/16 DIA. TAPCON — 1 1/2 MIN. EMBED 1/ ANGLE • L625 3 ;• c a 4. 2 X 2 X 1/8" ALUM ANGLE a . 14 S.M.S. IL u►uu►nunu►:1> 2/ ANGLE 1 MUWON MUWON 1.500 2 X 2 X 1/8' A UM ANGLE 2 -5/8" LONG .718 MAX gs }--- --3.000 MULLION CUP (ALT. To ANGLES) THIS CUP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS READ.) ANCHORS TYPE `B' 4 a A d. • # 14 SJLS. 1 -1/2 MIN. QL@ED INTO IYOOD 2/ ANGLE Engr: OR. HULWYOUN FAROOQ STRUCTURES FLA. PE f 16557 DEC 1 2 2001 O 0 MULLION BY 1 14 S.M.S. 3/ ANGLE MULLION ANCHORS TYPE `C' 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE 3-5/8' LONG- . PRODJCT RENEWED ACCEPTANCE No. O ( —(L( 8" 0 EXPIRATION DA l PPM= CONTROL DIVISION BUILDING CODS OOmpUANc OFFICE :,NOTCH MOOD BUCK TO ACCOMODATE = CUP ANGLE TO KgrINRY • 7 • CQNCRETE OR CONC. FILLED BLOCKS 0 a U t I O 1r• co zW o° �--- N o 44°3 • 0 O M 0• 0 cc ••- CD to V _ W '• O Z W O o g c¢ NI a o N <4 ix 3 o ' w WN M Z g � C td S ¢ co O O m r3 1 2 cc� Z N Z T. O a .t g 0 D X U T drawing no. 1 ruk clop ELECTRICAL TYPE Minimum Fee Qi'Y. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE: Minimum Fee QTY. 'TYPE Condensate Drain QTY. TYI'E Generator QTY. 'TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker - Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST U OWNER - BUILDER FORM (Attach) El FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ® CONCURRENCY (New Construction) U OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review U PROOF OF OWNERSHIP (Attach) U HRS / DERM APPROVAL (Septic / Sewer) U IMPACT FEE (New Construction) U OTHER (Specify & Attach) $ (sq.ft. = x/1000 x0.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE v PERMIT APPLICATION U CONDO ASSOCIATION APPROVAL (Attach) U BPR APPROVAL (Restaurants) U CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ► c� ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL a (305) 795 -2207 m FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Page 2 I IPORTANT NOTIC DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°` Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a ,Contractor. S ATE Si +ature o Owner k A .w? W4- OUNTY OF MIAMI -DADE Print Name worn to and st})iscribed before me this I day of Signature of Notary Public _State of.Florida Florida— - fl c � B R OD 009625 . • C f t sl ' d;• o - n i ed i mu ii udget Notary SeNices II Or FIB � - -��. 1* P `e4 SEAL: Personally known OR, Produced Identification Type of Identification Produced: PERMIT APPLICATION STATE O , s� Rk$A, COUNTY OF MIAMI -DADE Signat Contractor / Qualifier • D, movie -- Print Name Sworn to and subscribed before me this Signature of Notary Public - State of Florida i I . CABRERA CU. `.+4ISSICl4 4 DD009625 Ex PIP, April 29, 2005 & 0,14k, , eoi Notary Services Personally known OR, Produced Identification Type of Identification Produced: SEAL: day of CONTRACTOR Name J 1 e License No CGC o ,94. 3 Address C o ° J ► 1 w t,4 e t am. Y / Telephone — 33 3 r --p70 Qualifier Name ..3--pi l a Lx,,, (2. TYPE OF MANAGEMENT (✓ ) New Construction Alteration Exterior t/ R epair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Address Folio Number Lot Block Subdivision PB PG t Zoning Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓) ,/ Building e ' Electrical Mechanical Plumbing LPGX Roofing Fence Other NE 6D Apt. City State Desat ion f Work fr (' ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNE Name ' V n e cat Address c . 4 I YY�I Osrn D LQ Home Telephone Business Telephone Fax ..Square Feet Value of Work Master Permit No. Linear Feet PERMIT APPLICATION 103- 5 I/ Subsidiary Permit No. Zip Units Floors Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) ENGINEER Name License No. Address Telephone Fax MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date A4 Approved Correction Re- Insp'n Fee Time Type Insp'n r� S Permit No. �Q 13 03- °� 1 2 Name Address 5 4 IY- 10 / 9 Company Phone # For Inspector: /` Name & Date MIFiMI SHORES VILLAGE BUILDING DEPARTMENT 4\ 305- 795 -2204 Building Inspection Request Date10j3O Time Type lnsp'n tI na t sn(M€(S . Permit No. )1 1. CC3 -S o.( ides Name �` ((1(V`en'C.( NE— tot 5 Company Phone # For Inspector: 1U) 3 ` Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT T\ 305- 795 -2204 Building Inspection Requst Date 7 HAlf4li 2 • Type Insp'n U 1 NOOLJS Permit No. UP ` 7 /1 Name A5-1-6ct b (k Address 25L1 N 10 5 -� Company 0ti— lE{ Phone # Inspection Date 1 Co - Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date i Type Insp'n C. ‘' -) j » 2c L / Permit No. - - Name kOra. tar Address <-,J 4 N (® ( sE Company OW v Phone # Inspection Date Approved Correction Re- Insp'n Fee qtLE Da Type Insp'n Permit N Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • — q ma L. Phone # 3a S - - For Inspector: . — 1 / k3 JSName & Date Approved Correction Re- Insp'n Fee x Time Prue BP! M 553 tfs5 I T5 A ! M &ti A f[4tit5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. /3/ 2/7/ / PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Miami Shores Village Building Department Electrical J Plumbing Mechanical 4 s - ,4/a q Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name Phone # Phone # Job Address (where the work is being done) 9 4 I / , 51 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name //41/114Y/1-e4 Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 0 ?l 7 0 ,57 ----- ,5 Square Footage Of Work: Type of Work: ['Addition ['Alteration ❑New epair/Replace ❑ Demolition Describe Work: d ,c . q71 * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ &v CO /CC Technology Fee $ ,. gej Bond $ Submittal Fee $ ,-Q — Permit Fee $ // 5 Notary $ Training/Education Fee $ Q (b Scanning $ 15' Radon $ .t' Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 8 R (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************ * * * * * * * * * * * * * * * * * * * * * * * *�„�'!�; ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY 2 6 2004 APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAG 10050 N.E. 2nd Avennue / • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 30 /T/0Job Date Address C Y' N` / Tax Folio 1/ 2O , 0/ Legal Description s'-C. 7 rrihb ea /0-10 w' ze Historically Designated: Yes No Owner /Lessee/Tenet / v V/i/2 Wztf 7 "4-6re Master Permit # 13p200q I I 1 Owner's Address CA 6 A / 37 • Contracting Co. /ni 2 Qualifier /L OA) #YI O/L j J 3 Phone Address SS# // - Phone O 8 State # 6 & /5Z7442/ / Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): ` BUILDING EELECTRICAL PLUMBING MECHANICALL ROOFING j WORK DESCRIPTION: i T"' n L `'t' )/•d OVW3 u 64'J // ir1 i ! r. Square Ft. Estimated Cost (value) �� ' • , WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO jO , • MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. s . wner and/or Co OIIIIIIiSSIOn #DD261097Date mission Expires • '"= Expires:Nov 13 2007 c►rio Bonded Thru Atlantic Bonding Co., Inc. FEES: PERMIT f� APPROVED: CO CC C Zoning Building Mechanical RADON Plumbing C.C.F Contractor or Owner Builder Date 1 1 /0 ractor or Ol�"$i: oanne in Date mission Expires _ �• + C #DD267097 �;•. �?•4 Expires: Nov 13, 2007 - ,'n•••'o�,� Bonded Thru w '. Atlantic Bonding Co., Inc. NOTARY BOND na MAY 2 6 Mk Electrical TOTAL DUE Structural Engineer T, .:Ir':e3eq M45 9! 1n Si CUE PROPOSAL -RCO_ Soho . y��. ,t1� . wxw O.arl 'r,..r a...l TG■ 'M.., {30q fairway 171rivec, 1pjrR_f( r l/ FL 3V, 1 Marathon Construction ' Deerfield 92A: -3'1 (/ ... Y ?hoer (86.6) 1 I. $ O'y! icease Numbetr:... ..ClStfd237•Installetinld by Marathon COrire'Iruetlnn: 3190 NW 83 Avenue 1-Arl S y 0 r ;y Pt a N�t cr�ms�ts _- .�._ -- -�� • � } � J t;turr. � rMa.+�!; �' "� ^••. /� � y',f� � $ wife€? .._ - L. '^ � -• _- Q7A7E M 21RCC>1 tt ^•�"--._- -a _... _ - OWN*, g �� R► , lass p r>c' coere.rter fi a L6C�l 011 � 1PR. All um IIMINIESSIM ONINIMMINI 11:20 ] MI''Itk I LH l .L LIJINI i U I :;7 t - .1. V..I I. V1.L.rr ,1 1141.].4.:1.3 I .L ) L''I:1 !$ V ,1 Total Amount Sales Tax e oredlE Pia Ct1rlw Flat: A..Vihite P Sranx.e C=Alrnond E tltesar Sculptured: M= Metal N rQl1xee C? At! �tnev vents, U Value? Cthec'dlat' _T�mpexed7 —Egress? __ .—Matching Grid , Obscure? ,_,•^_luNAtcttiveea Gtid awl l tl�ar _ - - ever ,r,ht�rlrolt r.+v.w�1MeY a cent i1 se r.o y wet eherme o.+ toddlitatlet etet."' a alfwe e a �', alleao Intl�A+"r" oriel h Ir 1R eu.rwa .o o t 1 wm.bte .re to . of teelll window nwrat tit* proven to accept ' o tech o oriel h C r r a1 mOlb.. 1 dry price e. is to erne O! k endo'ttr order. CNSNt+aae* Iw notice. Cootoot Compttny upon wsxn+na oreewllSr �»- mots esrt.�ln e11 aeatorMl !Oro oceonarrle�e rtdpr prior ra warming eer Al t o on. and ollitt .ar.et t10 draw reeerwtr tea r1PITtm ca nt or tlgludt (we allrntN' Dertert} 1 n is moony n loftildtaNWT at> . e rY e4 eunt of ia or WYritIIN , C '� O lati I a PrOpo wltl t ur tor BeeBee mponYMrrW If li lin other sallllrfltrtl to orOHi a AM ofepo4rll mule be counteriaa "+h try ., 0 pWF �rrl .aiaF.raur p•n.kY to momPany rrllhln ti dt!y91t idea noel plrerr l corporate corneae - bind Cr.rropr !MO contract. A ooW1/lrrregrtrtde Pr r WO tr+ gent US moll Low Price Guarantee molt wrrxwr trnnaA+�ona tram s weaned aa 4n the .lt onh.M twoor Cas10al`y Pooeby aprow to rill corr,Pre a n hit er rtil. tur.tamapa to Mobil, p ___ rbI By p1 Von 312/14. i. .rua InetillOPOM Or efrOotiOt of +rloOtoow or erwM°ro. enaparW . 41D1"P ill d ,O eK het 'word ,i f a *flat :0 dwrr+�++ wf1 r doom. I. nor meP+l� tor enY 01/56, a• Willi, ar Whet reabfiN, W Mt 11 fukror o Vq r" ire of yr N moo] ts of _ erg Mee nearMcArri .Pr' n 4�en..es. Comow tr rTOrtd,I rIO no l�l o l y ma arm . Mlt pod a utrlosea pv eo Ws wit p.— roteatlnra. • Vlblrl I 103 s mama o Woo, amo011Ood **ctrl Otto name l,rOlhlste from awatorner OtISTMO AMOC * P h. • - Gr rO lr oo d o oma gro Mr s H p POO ntegeo Poor ly d Yr1e" doom loot sd.I . Os Halloo,. 0 T ON OIr t lr fir• aOf As +or• a 4NP rrbMPoorly eye molt IArrl,rds I SMVra1� I t M 1114 'harlMr^.l Icl brlta' of hd/n.C+M'n•r. :Of too poem, m reque e tl40%1,1169 eb 11 .eylear.► g t�L tudi Eno trio rEtPon ALARM eonno&don le the reoporicalolty at t.nrneowner. re Om lramla7reeitaif7tq of rt.elowd � OL 5 & 0UOCI ar avant eyed replt141ni drOiSrel and rmea by feep s - PAtlN not ; lek*ti it. All al boa one e lppnuo will be yeee alsdtx*e+nt winoo fb It Mra e otlm` -Tah : �fy t�r ±..n •k' 1 1qp p�e�e *Rd Pna�t+�Itatkz+ c! 1�1 Otoove gn ( ]- w �+..LL ->.-- ^_�_^ PAYrneto to ble se fatless 3 �. .� ,, �� • C � � C�� S 1 R 01 pro e of bol ro* S. xnt upon acceptance! *red et '-r t due upon lethrlo Y and oorra yensement of work. i 1 _ 3 `' ' a $ /o le, 1 , ove o} i bolero* S. •� __.� fl — 1 - Cove Science due lSena I �atexm upon completion of inetatlattorl- - _- AtatprnKlmwtq rtt�llbtlht'� ^-^ 4 � 1^w.r a ilo M1 mop •,,r, tnreNtle -. to Adflob erte+ tetra conditions ;moving elder -1 I n �l r N e to GlarTtfrl�If nn of abo4 a a o r extra wort 11,m ny ul eti ria u 4 n written on to Tom IN) a4ovq d Yhu ere • • •M A* LIIOd only upon wtltRalrt orders »d will ndra art aXIf chrsry7a ar�rt end IabgvM tree contract prn4ed - ' rtt► I�nlf conditions toe 9teilglfnotlbr� afW are tsertrtr!' AAGalePtsflt'l�Pil of co :Arse' Th. Aeon a prices. 50 ftcr'ti l4110 to elo ma wolf ors Speer fled, Payme bra � Oh Outlined atao,dl f 3 {J/ (? _.. _ F4uole owner s eOARtur® �- l9JlteA. __ 1-40M0 ownCrr sicinatufa -- -^'^ — +�. ..., - ,T Corn tsany Ftspresentreltoe ,.— U l �N i�t4 NS OM RE",IE.r4RE SIDE 1IY 1N14,1e ls'1"CE1MI�i#itl HAS READ d9►f IIi 73 C IS $ Lpi�.11l CT TOTE 1_ ..--------- A (]µert7bR9 cCaSGa�r �fi a centre : c tiiorit L*7 rG pro required OX Id,W to b4 I laonaad and Iltpted t t the. Contnxot it S1 Pn17<ea albrairt . An n5- 1040 N Nturenae �,t,. TNeefue' t to it n �lry to No t honte'o lion to secure payrnmrtt af 'tt u dU4 W1 Toy L'I refwnrd to ttlp 101i$fW et? MO Board who �tP0ert1'Nr1t of i3LlSlne J$ ailed 4 SO. co 5235 • l o hi in pa y alt Contractor's COs of Iltlkativrt Inceudino A reasonable sum incurred by trip CtshlrH r /Of �Itt U iit s y ;nr,l 1 owner n ou.∎l to y . ht td rebClnd tt1 r_antral :O gor InOooCMan k site oondl1it;0no are not es reor llnitoa w ;n,ttavu ftp8 tee right K�PA r Of YEPIa P110141'TCS ICANCel CLAUSE R. WHIM ralitM9 MIND OO ttl RBViit... SOW .. !'[1N SW �■■ -'. --� w.,,�.,.r... - CANARY Customer tivMr•ret .. d7rr'.r..► casgiatrat 'r No .... - -- r , t i e430/c 204.1 *h 0.'00114R.1 CATEL. :4 "D I ST ' " 10101231' 99.4345:S 1., . .... 1 .1 I 2Z:in 2:V. 4$ S4413abailflo(cl, OgiCker I tar' \ )3 w! FloPosAL 400 Fnirw>ti Drive. rive. Sui:'e. 102 Marat Thema (866) 92f1-371. ,on Construction Deerrfield Fsoauch• FL 3} Ace Number: CC ..IC150421- f•leatedladoe by Tvl•ritehoe Coert+C'ucrtnn th. : 19 NW Lel-Lial ii.,.......cinuitra---- • , .try WgrnC *POEM= -A� enAnd a non: tiCWhite _ Le > .r = aw Bus. 1 5 1 4 0 1 4 C : 57A76 X - ET E3 Bt"dnt,e 1;;�RlrrlCl'nci Ef:,lesnr �.._ SchAptu red; A saW nito Grids: Flat; ti} M9tal NziBrcmnza prcAlrnolid _ Vatlu+:? �,rllscklitat: brnpelrlt 9t'a ? .^ lric�w vents' M3t0I "9 Grid 97%. ZIP C0051; NO .'r • P r✓� ;E TRA Ty ,41.14 •mere MOO Aore,aue, Coral S a7t�• •^1 t.= � 5_2 ~_ Care: )3. %rite:' r TAB �L�C.. a l I I Vgi I NM 0. gef 1111E6 11001 es • 11.111111111 TM' w eimermavnL , . t -.. t7fi. lar Pol nos ( 16,1" im Y� Wai Dim Te9tflll Alr ount �.... �glAfririn l l t1'1�`Qt 2• o. vO Obscure/7 Matching Grid o t,Ol Price _ „� L�� C9rttpw•y wl>A eh ■rD wt Irdeeldonalf Sigel' #00 uD WW1 Wer wltlplttr►tt. r m1 P t [tt accept dtr'OtY ol'wyydbwn. V1lwat 1 tivrt4117 .t c r11w of iry d •tlli t window pTtfer. Criseortltrr Must be owleen a ac ept d . Gnnyo f'wleid wn. °p° r 1! 'too, t I d riot . Wks d o to slgnin4 04.1 a vU.�ornAr fair loesl I dwy WIPE oa�tC. CST} - �Ir. AM Orrterts tee �Y7uneC4 rbr 6� any aimmee or Berne Tfe to pros'. removes th. rlyf+t to c.neet etr eidl�s<r (W i d tt j Co rn � y i errands rand fi ler Ari l t oefi aMt tartan Millis ptopCol• C party re ntrrc try Corporate m :Pp/MA to tho t aero Ry t R ur trri�rttat after Ar8fat7 nt. Au proposals meet be e ou _ . � will Iarrarlgal for IMM fllae * .vltllkn 5 dt'1M s/rr+ float measurement. Corporate °M OW Ara co pany Inn Ow+• tr to I. a lr wl will ��w Prim Guarantee mad company lnto contract. I. �lyrttldrelli In`oVDe frpyri a 0[111119.0 r,�orttrsrsnr. t o rosy m Mitten �t C rripae�tMa .... . a a lpl. tor A71rMMro t dl o. Ifie 1111110144 nrder. Cotrl y nwre 0 OL t n CanritRry w net ewa►'>w • 01:07W01110 ▪ A $00•• during footo�tioo Or nomo.ri tlr i.ine w. r .N o1 MttMtie'tr� wrtdlaf dppe.. *ty Qyldellne.. Qu+tiP.n1 {� Hai '..per .tNa, 4r etMlr redo f ir 4 li l IPthrrneq d .tre insiali � •rbh room or rxosad Nllsrrtl.D.de l9urricrne oree�. . vI ltw t ky r r MIt $t j1l o w j Mtet.�tld TMn rprelocrAeYi dun to.xl.atn9 mimosa sKlstlntl nutrican. P►oltattor+, Yl t4 .rtr lt, a nary e.bUll MR!t sky rotated rmuktntl from .ywtdrN lOtOna Oti riGI tl.r en a .. tbroo ord Ir Ge 4,906 .6lblt fa lu �lh M t i r rta la or ohollteito awl}.. 'stylized ago priow • V rw.oh d ur � two Imrt i do hi t wows, 11 tO . . emoWealairih' 4t Ow h4mrOMnrM• het-AA-manse, . drewah dour.. . per Ie+t oriel to O embers faro ors ,eePonsinalty of Awknk A CCJdtI ri igt aroG 11 trio m t orld•Mn9 s,t txfenl+ow'ner. A APr atn 111. 1<Irr iO trio mot tt lbltIt f W Me r r amen Minds m ese raer attslWtiRY 10, . Eb A auttt7la r,en,evulo Intl rppttl101n11 rya cry Company. dens tnr he st n abewM SPOOK plover ^•m wtnoc.,asl t 1 g� �. P1aN7tNC not Included. l>,1nettle PM NOKtr nR� +'�a Ilati4�+ ..tt sonars (IF _ ---..3 PetyMent to be as fd �tawb: I 50•A 1 Holt ems execution 04 pr+? l o bol par�s' „pan . 2.S. ta CAM upon delivery acid oorrenenoalmn et work of bgtttnt'r► f ._ - � �[' � --- uPolt conmfiletinn of Intl *nett0 yl•g 4 1 ''halt Belo.noe� eluel 5 �»• - -� % n lO e rr• rpOrbKirt+ Crlrv+t tK>r+�.. ^- -_ -- ---- TMw p•opotai rued M worgriwn it rot oroOPl.n rw11.4 �. ...w.��...�w. riv AIi tI n 40010.14d100 a' n r on, a above _. � vw MA Gent d t y lTrlrYtloTl o r deviation nOm the et>av+M aldedito411onh or Vera work MJ 0 Ilia l� Dgv* sh 4 Rho parhdiI0r t OtJ- involving prlCrt!'"rrr' A " pn wanton .Ndor1 and will oocu a dll +pn c _,.... i over on 0 sbenr . wr►� nr hstftt. eoGapN esXE'Cllrt/a J"ily :Ct nollIcrof or SMl04ttCf0 l' t , wltY�frt the aquae pn�". specifications and tb 1 auth • tept!llnt:� of Payment Will tar. maic a n !•;e. .__.� nulho-.ssh torch Ins work ea sPe �l•bd• - 'C 1 • merPoJ a outltroet? atx ,.� Clylt.l. �..-- r� -_•.�• -..•. Deto. --- -" 14uma 0:,'r101• aidtnRttur, t - ••^= 1 + I far -«--^ HOMO ownol' yignaxurs 1 /r . y _. __ Fit3pi +trrrtian NO. rti WHICH Gt ipn O. i(Sl Nlt Gnrntwhrrx R�apr>l r IQ SI p AINO Cow • ioNS ON IFIEVE.# lC Sll T1it �ar>'RNR:'i' IQ gJkI.11EC'� -ro A C]uwsllb+l�1 aortcrr ACCEP'1'tC.1N�'IAL . - irituQ ey the Goritracttor's'3tarn Livens!, ��on5. t N Murir�1 ilIwY • rlctOr4 vs ror art 4 Or lgW to be IloAilSH4 DTI reA a+l nt E1usJnPt ®xnd prtilassionat Fb } 19 of I rr WO FL be referred to - io 99. In rte d tan g oat who i d©er% roa r1 W rib P rt�oOhantc's Il.n to awiO.*tP pnyr^ Ft. 9t dt. b•,r, & w ei M me avant s ill r OntrPCl0 '9r Comte 01 iltipetl +on Iruludlnit A remsnnabte OUTS/ tncurrod by the Gantr�o oe I un i t p c s v imoc owner r hougel to poly n irsOp9Ctian 11 riitA pocksitlone Ara no a8 rCdrt 2 17y ntrpc SE &!art TA<RNAS AND Cct71NQQTtoNS OF T - UnitOt.1 Wint•1Gw WarohOUea tilt the rlpht to rlyxlrtt! tnlr � vt�o S REYtW+ � Ed[l� FOR 151,11/EMS RIGHT DAN - _ {rludAwY cutters-we wwrrm - 019 W fli�Nti ;t t101.2e430 2003'tfi(*° il: 7.:• 2131tex ! "DI57.'4>'1010123195434537 0 HO. 54345:S710 cackers • • mat= ) ; ".r: "200:j 27: GF l.tid34S371t'I 1 w "as- ROP SAL 11'4, ti 1 ti 1 t7.�. 7'1. ... .�...d F.p.. T..wr •II1�� 400 Fairway ]� RYC. l v i .a)r�ilt�l(l[1t GOrl,� tr ICtxon L7 oRt (f1 9 $. t • Icarlae tti13170 rzC— =- C150d23 7- 1Oneallet[dn by 1�'1ar''#thon Const> c I4t11 NW '- - - gTP1EEi' . •_ M � �r, L. �` R�•S, __ $Y/17C�• CITY: - J L L WORK oflorre: Cc1I.o L aiCWhiite • m R?n d -pcgram oa• pE t c+il sus rscm Gloom FIa.; ArsWhita Bt=Branxe C= Almond EnClear Soulpturedt, M Mt. N =Brvnrii■ O- TAlmotnd _ U Value? Flow vsnt3 1vlatCnTn>? �etd CiTwGfi4igt: _— TCn►Pu'cd Matching Grid --- Obt.rrut� 7 _ 781 A e:r►ue r ClOT*1 x rrI n L1�7 �l _ DAM: IL. 3 2 - 3•_ ZIP CODIta: n, , •�r -1" -- '1•otM! Arno�est ` I � • L.! series lax Q . -. 2 v • (/0 ni.maimincieucvEnowerl QUO Plrlca - ----/� -- Mew rarrroort. rtornt$ I t C 1 W Dr'wfr1Aowra. NlPaw �ay will cheeps rn addlMal!d S r a t laf sec m flin enlry .. 1r ,G 1 l,r nor t I d ate l n. oP � t> d ow c Cu9twlrk"r !M a �► g a ^ !Ma tl�Iwrt lPt d • Contact wl id W3. P Of r AlaW4W, 41 �t 1pa.t t ds'/ M 1114144 444441r4 sN 44,0 04,0 arty a�puntO I for prix i ct n, r i n ,o mew art demo, 4T or awne to *rote- r.errrwe tMa rte to csrrt:el ar adjust (WO it i to aenr►rm lntt.11 OMw. o r eeea t Of m air morel/don or this proMcOol. Cc. pO"Y 1 too a tt countersigned eorve l wry djust � pro norm without ut POMMY Mot Aua*ur .rlttt 6 days of final rnen urelnenx- A►1 proptoo corporate {y �,..-+• a to i el 4111141fly erred torr MY a contract. A newnt ralvare profou orni Ise bent P P lO e `• --- wn trlrrWlrrrxrona from 4 Atwood Rbr�hKttv. 1hr Aril order; C.ornolW Y Meaty Im no .mil oh r t o /vie � ,. - ..••. --- l 4t wood e ►bi: rvr 44144.04 r by p mport A �d#RJ'.or _ � , �py.f of..inOyM�+ ar4444 .rw. GeOws 'w d n C4 n. 1114 #r. awM44U durum; lr.rrdawnlWWl wlry.r rdar►nrr• Ce•.np.nT I. Wet rM alar . Comport*, oar.+ ., 'moraine WtteI per.orrrrlrr0144140abarr rr rr mv..1 01 1011474' I -1 4Dt 1 0100 t r'aGItNO�• fIv . r.#, o id saw to requires r Irr.bfiaai.n meg et t x 4ti h.ml.b , • V ' Mat I tl�att. 144444 t • 4t Ertl „„ + *11 Treleaven nu* in from PS nn e, el[f.trrl({ MtlrrlpSM Prallr117h, Ovate*, le raw! rtrr r IIP p f oto +*wrlpWd odd1+ ally Mello* lynx � I rename tNit$ O Ian. Ilan*. . rec o. �Iryrw9 ate11 oat 14414 a 44•144 IVY P114014 1101•1114411‘ M i wave, h ym r for . Marlyn Y' 14 I4 4114 •r.tlp.rnW a 6/ T+anu(tw►"r . 4 K now 14111 o r1r . QO II to hurTlaw'+. rrlt]l I1f WV the nle; ,rw:Dll W MAMA cope ^ n It M rler1 o e 1 mIltt o1 the horneaMeeer. MAMA crS• bti iaon 14 1e mopeY tlRAP�B a H4ttktli eVrtovnn4 a rra rdlpl[10 &Apes arra tlirrela 1rrr C a �hffity Inorrt4d rr (W 1}49 aul OLiN71tK. not I *ded. All C1►p+i4 and cwcleanup win be P and In Hinton o1 above erP+rdi Placement windows/dorm tor, V - r AR .ArJ._ dollar% ($ .--- . -�••,- goo - DiD 7-V-1-52 pAYyngnt to be rttdfollow% I 3 .�- --'�"• -c x down peyrneM ++PCn eaoal r and ► %sctltton u pro. LY OM +nmrnonolnbeM Of wort• . 1-- ! - 3 ` t D doe upon seal r►hr I SOlt. of baf►uro+ s ._..-,— p' - up �ron.Pletien of in.lti 11%0rl. Mid 1 gb pill M Ora _ . M` 1 y 'J �e1( I rte a 000t r mar 14 .M.411'04.. etar r ersoaPt w./t►n 10 Ory. vVeNk� __.._.r. App11lMim ate GINV nV vl att to f dowla r.1• n o tab . tin oottOr11r or oaten work du.. 1., ue,I43rAOeen she 0ONditIonb IrnurNlno extra costa f tny kit ed oniy 'J on write h rho 11 wil »:Plr ha , tl o wt. and above tt 1�r Cr)T1 t eI -Tl*U (. axaclucd o'tlY '�i ►a^ written o�larx attld nwitt L7eC a1n �rctrlt � r'i � w r � ;4teaeaby Wove C rlcaoa and ( rldlttgna . ,o.tlataCMryl r* Aacc�pLEt O O At Cryrlf;tal4GC TTd above lt. spoeiticnli p u tat► ntatA4 outlined wt5o re. i'2( F� /0 wulhw.zsd to Co lend work a e aroeC h 1TLaM,! Will t: alai t. 140.. owner 41 onMtur9 � - - �Yrti -.-- -- �- IONS Om a A1+e g 1 l7o[D 1 - 4444.__ .401130 awnpr ylytnet<urs _ t. t= tl9{i1istlntlOn Nor --^ -� se yj O 0 _-- 'ran G;of•t • 4 VP E:IC W)11C1f Caiel'IU14RtE I�(S) HA Company wepfv811rtttat _ ---� TNt�1 �+lnil'FIJIaGt' Contractot ACCEPTED. WrTiAL — 5 AN required %e law to pe Rearmed And rOauloOrd Oy the ConleaCtOr'P SIiltf lli att BOArd AffY Mttn i Montag et. 3 0(M >r apgNx+: A n 4•erY tv rite a rnnoohcrnle'a Ilan to c[r. -urO pay�et of eta motif troy bbin rrllitno"J to Ihr} tajlldrnr o+ rn* Boer'veho to: bo0Ortttnent nS 13uttinac' a co raCt. EStr agro 'n IN event y lit Can rI tor' Uri tract. l na r Wa r h udblrh* the all o ool d t? tl rttrRdtupon In o c Ion M silo oo dtJOfla Aro no ota 1e 1 1; . 9; 140 EVI iW E FOR a rJT IFRT�RMS A1dr> r:t�M4C14,101425 YI 9rF� i'1�VSiRi:A° SIDE FOR OY� �S WOW TO t•'A'NCp C�4 Fs ..,."" ^,.�- . --.� -- c,aa�Awv Custurnwr �y..r..�- --^-•' wrote • cir :a. ASTRALAGA 254 NE 101ST STREET MIAMI SHORES, FLORIDA 33138 1799604 FD 2' -6" x 6' -8" 3' -1 "x 4' -3" I 4 f v l 3 I ia [ 2 X 1 i i OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1 SH w /panels 5 3 3.1 3.2 46.5 -62.2 2 Casement w /panels 5 3 4.7 4.3 44.3 -58.0 3 (2)SH Mulled w /panels 5 3 4.7 4.3 44.3 -58.0 4 SH w /panels 5 3 3.1 4.3 45.6 -60.5 BUILDING DATA Wind Velocity (mph) 146 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient+ 0.18 Mean Roof Height (ft) 12 Building Width (ft) 50 Building Length (ft) 40 Roof Slope (x:12) 3 STRUCTURES INTERNATIONAL, LLC JOB INFORMATION Company Marathon Construction Prepared By SR -off Client Name Astralaga Job Description 254 NE 101 St Miami Shores Job Number 1799604.0 WALL OPENINGS Astralaga.xls FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS ( VERSION 1.01 ) Width of Edge Strip (a) in feet = 4 Copyright 2002, Structures International, LLC 5/11/04 DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. DSB -ANN. GLASS 3/16" -ANN. GLASS 3/16" -TEMP. GLASS VIDTH HEIGHT EXT. (A> INT. ( -) EXT. (A) INT. C -) EXT. (A> INT. ( - 19 -1/8' 26 -1/2' 37' 53 -1/8 23) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 78.4 80.0 125.0 80.0 180.8 63.3 78.4 80.0 125.0 83.0 129.3 34.9 34.9 80.3 901 800 90.1 19 - 1/8' 26 -1/2' 37' 53 -1/8 38 -3/8' (3) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 80.0 122.3 80.0 122.3 59.1 59.1 80.0 87.6 80.0 87.6 X X 76.8 61.0 76.8 61.0 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' (5) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 72.9 80.0 125.0 80.0 154.6 50.9 50.9 80.0 88.6 80.0 104.1 X X 61.6 61.6 62.6 62.6 19 -1/8' 26 -1/2' 37' 53 -1/8 57' (5) 63.3 78.4 80.0 125.0 80.0 190.2 63.3 65.4 80.0 111.9 80.0 137.3 X X 79.4 79.4 80.0 98.3 X X 54.5 54.5 57.9 57.9 19 -1/6' 26 -1/2' 37' 5.3-1/8 63' (5) 63.3 73.8 80.0 125.0 80.0 172.1 62.4 62.4 80.0 100.2 80.0 124.2 X X 73.2 73.2 80.0 89.0 X X 49.1 49.1 54.5 54.5 19 -1/8' 26 -1/2' 37' - 74 -1/4' (6) 59.8 59.8 80.0 125.0 80.0 175.2 X X 80.0 85.2 80.0 126.5 X X 64.4 84.4 80.0 90.6 X X 46.6 46.6 50.0 50.0 A D.L OPG. (FIXED) 3/16' ANN. / TEMP. GLASS . E ms` it O D.L. OPG. (VENT) 53 1/4' MAX. a ND. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. ROLL FORMED ALUM 7- GLAZING BEAD DS3 -ANN. GL ASS BEDDING COMPOUND !"SCHNEE MOREHEAD 5555 GLAZING OPTIONS ROLL FORMED ALUM \ GLAZING BEAD 3/16' ANN. GLASS v- OR 3/16' TEMP. GLASS BEDDING COMPOUND SCHNEE MOREHEAD 5555 VENT WIDTH CENTER ANCHOR O HEAD & SILL REDD. ON WINDOWS OVER 26 -1/2' WIDE ONLY TYPICAL El EVATIONS TESTED UNITS O 0 NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD 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. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Engr. OA. HUMAYOUN FAR000 STRUCTURES FU. PE / 16557 ,CI r 53 1/8' MAX. WINDOW WIDTH 49 5/8' MAX. VENT WIDTH 6' MAX. TYP. Apptor,i as complying with the Mo i 'ding Code Date JO 1,0 t8 J,$2. NORM eL`ehit.01 Miami Dade and M; ` Jzeu etwai P = ml3 CO CO == J 0 n < - S O a O to Um g z n z n OD « <.1. pan =to g on J O Z � N IW B N drawing no. W99 -48 (sheet 1 of 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING l/2" DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 1/8 SHIM AT EACH CORNER OF SCREEN WOOD BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR D RECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. ,1< FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. TYPICAL ANCHORS SEE ELEV. FOR SPACING L 1BY OR 2BY WOOD BUCK MATERIAtc UST ITEM NO. 2 3 4 5 8 7 a 20 21 PART NUMBER 050- 00-367 050 -00 -375 050-00 -388 050 - 00-164 050 - 00-492 051 -00 -180 050 - 00-119 9 012 -00 -832 10 050 -00 -000 11 047 -00 -008 12 13 050 -00 -000 14 007 -10 -016 15 004 -00 -003 16 048 -00 -002 17 046 -16 -005 18 WV -8502 19 - QUANTITY I DESCRIPTION MATERIAL j HEAD 6063 -T6 SILL 6063 -T8 2 j JAMB 6083 -06 1 I VENT TOP 6063 -T6 TIFTON ! VENT BOTTOM 2 ! VENT SIDE ; MEETING RAIL AS REOD. FRAME ASSEMBLY SCREW AS REOD. VENT ASSEMBLY SCREW 4 WOOLPILE VENT SIOE 2 SWEEP LOCK O 7' FROM ENDS ZAMAJI AS REOD. ROLL FORMED SCREEN FRAME AS REOD FIBERGLASS SCREEN MESH AS REOD. SCREEN MESH ROLL VINYL AS REOD. BULB WEATHERSTRIPP'NG VINYL WV -2205 1 . FLAP SILL VINYL 046 -16 -030 1/ JAMB 'BLOCK AND TACKLE BALANCE 22 2 I CLOSED CELL FOAM PAD 23 AS REOD. • ROLL FORMED GLAZING BEAD MANF. /SUPLIER /REMARKS ALUMAX TIFTON ALUMAX 6063 -16 ALUMAX 6083 -16 TIFTON 6083 -T5 TIFTON j# 8 x 3/4• sus /8X 1• SMS AMESBURY AS REOD. ACRYUC BASED GLAZING COMPOUND - SCHNEE MOREHEAD 5555 MARBOLLO INTL. OPTIONAL W100RG WIBORG WINDOW COMPONENTS 1 X2 - X1 /4 AT EACH CORNER ALUMINUM w. -A:' EXTERIOR WINDOW WDTH J 1 ' qr OR. STRUCTURES N FAR000 STRUCTURES FLA. PE / 16557 TYPICAL ANCHORS — SEE CHART FOR SPACING 1/4" SHIM Appros m: as eomplyia8 with the Florida B.. dio$$ Code Dote loxv .tai NOAH 01. Miami owe IContol By idoO� / C Z Z • o, 0 — drawing no. W99 -48 (sheet 2of 3 FRAME HEAD .612 1F.062 MEETING RAIL 1.387 1.012 II L LB - 1 x VENT TOP RAII V .938 - + VENT BOTTOM RAIL 2.327 1.982 --[ -. 062 .937 l 2125 SILL 5 .062 .937 .625 SASH SIDE RAII 1.37 L r -1.250 � FRAME JAMB FRAME TOP CORNER FRAME BOTTOM CORNFR VENT TOP CORNER VENT BOTTOM CORNFR Evan DR. MUMAYOUN FMOOO STRUCTURES FL. PE / 16557 Apprwn: es eompl Mitt the Florida Bciding Code Date SJty L 8 4.0 4 NOAH aS -OP • o Miami Dade Prpdact Coalral DiN i� ion_ l W A a o e WI, T drawing no. W99 -48 sheet 3 of 3 MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72 Avenue Miami, Fl 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 AJ{J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.l., dated 6/10/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 99- 0712.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 datc statcd below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Fixed Window APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by mamifactnrer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas A. Turner, 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. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 NOTES: NON- IMPACT WINDOWS Rend try: F.K. Rued By Roved By. Dare: 3/11/03 Oat. Oat.. Rewcns: A Rerisiw.' Revisions: Drawn By Date' Cnacla4 By Dau. F.K. 12/12/02 REVISE ANCHORAGE NOTE 4 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/2" I.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAM' -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FOR 'XX" CONFIGURATIONS SEE SHEET 5. F. FOR -2 -4 "XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR 3 3 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR 3116" TAPCONS MAY BE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3534, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. } x 3 0 } x 0 CONFIGURATIONS OPTIONS 3 x 3 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2" I.G. GLASS (1/8 "A,1/4" SPACE,1 /8 "A) f T Visibly Better 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL .650" NOM. GLASS BITE .650" NOM. GLASS BITE 0.sneOon NOTES AND GLAZING DETAILS r". ALUMINUM CASEMENT WINDOW, NON - IMPACT S.ne.taed,r CA -640 NTS Sn..c 1 a 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4 -8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 7045 -9 A Approved en complying isith the Florida B , tdin . Code pate p9 NOAf7..* I./ Miami Dade Product Control B • Lucas A. Turner, P.E. Ph 0513261 Mechanical 1070 TECI INOLOGY DRIVE NOKOWS, FL 34275 P.O. BOX 1529 NOKO:IIS, FL 34274 r l 1/2" CENTERLINE ( Rend By F.K. Re Re rsd By Drawn By MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Oaf 3/11/03 Dale: Date Deter 13" MAX. O.C. 12/12/02 4" MAX. 4" MAX. --- Rewms: A Romans: Re"sirns. Checked By REVISE ANCHORAGE Date: ANCHOR LOCATION SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT -- OPENING �-- 37" MAX. VENT TYP. ANCHOR LOCATION MEETING RAIL CETAIL (SEE SHT. 1 NCTE 4) 134" MAX WIDTH 53" MAX. DAYLIGHT \OPENING SEE MID -SPAN ANCHOR DETAIL ---\\ TYP. (2) 4 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. �+ 13" MAX. O.C. \ ` -I / � - I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 �.0. BOX 1529 NCKOMIS, FL 34274 IT Visibly Better "XX" & 'XOX" ELEVATIONS Tree: serosn.+ed.r CA -640 SEE MEETING RAIL DETAIL r TYP. (2) 56" DAYL OPE 56" MAX. DAYLIGHT OPENING ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT ALUMINUM CASEMENT WINDOW, NON - IMPACT Stew NTS Sheet 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING \ _ 14 1/2" MAX. O.C. TYP. at 12 Dram, No 7045 -9 A AAX. IGHT NING 63" MAX. HEIGHT Approved as complying with the Florida B idle Code Date 04124 0 NOM f)2 - I 4. 05 Miami Dade Product Control 3/ Lucas A. Turner. P.E. PE #58201 Mechanical SEE MID -SPAN ANCHOR DETAIL -\ SHT. 2 TYP. (2) • 13" MAX. O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING / X 65" MAX. DAYLIGHT OPENING r_— _ 14 1/2" 4" MAX. -- MAX. O.C. ELEVATION "C" -72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL -\ SHT.2 TYP. (2) ( 13" MAX. O.C. 4" MAX. 4" MAX. - SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 37" MAX. WIDTH 30" MAX. r DAYLIGHT OPENING X 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT / I- I 13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. 0.C. r ti I 1 1 N 56" MAX. DAYLIGHT 7. OPENING 63" HEI ELEVATION "F" - 63" HIGH "XO' & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. �+ ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) -1-13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved as com'g N'qb the br{da i4 O 3 (Dais �' Z - l d 'Gl f� NOAH ♦ ucI COatro{ Miami Dade P1'od p1Y1 A C it ^ / v �„ Revs" By F.K. Revs" By Rene By: Dee Drawn By: • F.K. 3/11/03 De"• 12/12/02 Revisions: A Revisions. Bensons CBecAe" By REVISE ANCHORAGE Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 iT Visibly Better •.00ao,: "X ", "0", 'XO" & "OX" ELEVATIONS ner ALUMINUM CASEMENT WINDOV /, NON - IMPACT se* CA -640 Sate NTS St•r 3 a 12 Orew.y No 7045 -9 a.. A Lucas A. Turner, P.E. PE 558201 hlechanicai COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POST 19.125 A - 120.0 -120.0 76.7 -120.0 76.7 -119.5 76.7 -112.0 76.7 -97.5 76.7 -91.3 76.7 -84.3 76.7 -79.0 76.7 -74.3 74.3 -70.1 70.1 -66.4 66.4 -63.1 63.1 -60.0 60.0 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 -149.4 76.7 -141.9 76.7 -135.1 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -133.3 76.7 -123.0 76.7 -112.0 76.7 -104.8 76.7 -96.9 76.7 -90.7 76.7 -85.3 76.7 -80.6 76.7 -66.4 66.4 -63.1 63.1 -60.0 60.0 24.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 ` 76.7 -76.2 76.2 -71.1 71.1 -71.1 71.1 -66.4 65.4 -62.2 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -160.0 76.7 -160.0 76.7 -149.3 76.7 -140.0 76.7 -131.8 76.7 -124.4 76.7 -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 26.500 A -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 -58.3 53.3 -57.9 57.9 -54.4 54.4 -51.3 51.3 -48.5 48.5 -46.0 46.0 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -160.9 76.7 -149.6 76.7 -137.2 76.7 -131.2 73.7 -130.2 76.7 -122.3 76.7 -115.4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1 -66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -46.6 49.6 -47.5 47.5 -45.7 45.7 -44.5 44.5 30.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 45.5 r -44.2 44.2 -41.9 41.9 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 73.7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 76.7 -94.3 73.4 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 -42.4 42.4 -40.2 40.2 -38.3 38.3 32.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 43.4 -46.7 46.7 -43.8 43.8 -40.0 40.0 -40.0 40.0 -39.0 39.0 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 73.7 -105.2 76.7 -98.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6, 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0 40.0 -39.3 39.3_ -36.2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 -44.0 44.0 -41.1 41.1 Approved es complying with the z rid e ° ° ode IMtc�4 U � B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 75.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 36.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 Nom,0 / /ci.06 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 Miami Dade Product Control Div By `►�� - ��""°'� C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 37.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION: D. 1/8" ANNEALED HEIGHT 26.000 31.W0 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PDS NEG POS NEG POS 19.125 D -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -53.8 53.8 -50.4' 50.4 -46.5 46.5 -43.6 43.6 -41.0 41.0 -38.7 38.7 21.500 D -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 i -45.6 45.6 -45.6 45.6 -42.5 42.5 -39.8 39.8 -37.4 37.4 -35.2 35.2 24.000 D -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -35.9 35.9 -33.9 33.9 -32.3 32.3 26.500 D -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -28.7 28.7 -27.5 27.5 X 7 % .. �' Lucas A. Turner, P.E. PE #58201 Mechanical PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Raved By F.K. Dais: 3/11/03 R•radu: A ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 p Oaavpmn PRESSURES- X CONFIG. WINDOWS rea ALUMINUM CASEMENT WINDOW, NON - IMPACT Rend By ore: Rs�ons • Do..aay: F.K. naa: 12/12/02 cs.cwader Dais: • I l Visibly Better s.n.voadw. CA -640 N 1 S 4 a 12 [mg - 7045 -9 � ` A COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -120.0 76.7 -105.5 76.7 -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6 74.6' -70.1 70.1 -66.2 66.2 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7 -157.8 76.7 -149.0 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -135.0 76.7 -131.9 76.7 -114.8 76.7 -107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 43.000 A -118.5 76.7 -118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -62.2 62.2 -58.6 58.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 -139.9 76.7 -131.9 76.7 C -135.0 76.7 -135.0 76.7 -119.3 76.7 -110.4 76.7 -97.5 _76.7 76.7 -88.7 76.7 -85.9 76.7 -84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 48.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.0 71.0 -65.3 `65.3 -61.0 61.0 -57.2 57.2 -53.8 53.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 76.7 -147.0 76.7 -137.2 76.7 -128.6 76.7 -121.1 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 64.6 -61.1 61.1 -58.8 58.8 53.125 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -71.4 71.4 -66.4 66.4 -60.9 60.9 -56.7 56.7 -53.1 53.1 -49.9 49.9 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -160.7 76.7 -149.4 76.7 -137.0 76.7 -127.6 76.7 -119.4 76.7 -112.2 76.7 C -97.1 76.7 -97.0 76.7, -97.0 76.7 -94.3 76.7 -82.4 76.7 -71.0 71.0 -66.4 66.4 -60.8 60.8 -55.4 55.4 -51.5 51.5 -49.4 49.4 57.000 A -67.9 67.9 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -63.5 63.5 -58.1 58.1 -54.1 54.1 -50.5 50.5 -47.4 47.4 B -152.9 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7 -84.3 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 -64.3 64.3 -58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 64.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 68.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 -44.0 44.0 -41.1 41.1 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0 -50.0 50).0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Rend By: Date' F.K. 3/11/03 Raysday: Rend By. Orarn By F.K. Date: Date: • Date 12/12/02 Rensom: A Ramona: Rsasioes' Clhs led By ADDED NOTE Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better C.0Vee^ PRESSURES -XX CONFIG. WINDOWS Trtb' ALUMINUM CASEMENT WINDOW, NON - IMPACT So wsrMOOM CA -640 sir NTS sneer 5 n 12 aaav re 7045 -9 Rev A X X Approval [m complying with the Florida Ba n gg Date 04 a4 O' NOAH O _ / /q. i Miami Dade Product Control Div' Lucas A. Turner, P.E. PE A58201 Mechanical COMPARATIVE ANALYSIS TABLE 4. "O" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "0" WIDTH 36.000 POS 76.7 76.7 37.000 39.500 42.000 45.000 48.000 50.500 53.125 "XOX" WIDTH 72.000 74.000 79.000 8.4.000 90.000 96.000 101.000 106.375 -81.0 -72.6 -210.0 -72.6 72.6 65.7 -65.7 - 59.0 54.000 55.500 57.000 58.500 108.000 111.000 114.000 117.000 A B NEG -76.1 -210.0 C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C HEIGHT 26.000 NEG -90.3 -210.0 -90.3 -86.5 -210.0 -86.5 - 78.4 -210.0 -78.4 -71.6 -210.0 -71.6 -64.9 -194.7 -64.9 - 59.3 -178.0 - 59.3 - 55.4 - 166.2 -55.4 -51.7 -155.0 -51.7 -50.7 - 152.0 -50.7 -48.9 -146.6 -48.9 -47.2 -141.6 -47.2 -45.6 -136.9 -45.6 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 71.6 76.7 71.6 64.9 76.7 64.9, 59.3 76.7 59.3 55.4 76.7 55.4 51.7 76.7 51.7 50.7 76.7 50.7 48.9 76.7 48.9 47.2 76.7 47.2 45.6 76.7 45.6 31.000 NEG -85.0 -210.0 - 85.0 -81.0 -210.0 -65.7 -197.2 - 177 :1 -59.0 -53.6 -160.8 -53.6 -49.8 -149.3 - 49.8 -46.2 -138.7 -46.2 -45.2 - 135.7 -45.2 -43.5 -130.6 -43.5 -42.0 -125.9 -42.0 -40.5 - 121.5 - 40.5 76.7 76.7 76.7 76.7 72.6 76.7 76.7 36.000 -83.3 -73.8 -210.0 , -78.9 -68.8 - 209.3 -69.8 -62.5 -187.5 POS 76.1 76.7 76.7 73.8 76.7 76.7 68.8 76.7 69.8 62.5 76.7 38.375 NEG -70.7 -210.0 -79.3 -69.3 - 210.0 -77.8 -66.0 -207.8 - 69.3 -61.7 - 185.1 65.7 -62.5 62.5 -61.7 59.0 -55.6 55.61 -54.5 76.7 76.7 76.7 49.8 46.2 76.7 46.2 45.2 76.7 45.2 43.5 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 - 166.7 -55.6 -50.0 - 150.0 -50.0 -46.2 - 138.5 -46.2 - 42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 - 40.0 -38.5 -115.4 -38.5 -37.0 -111.1 -37.0 55.6 50.0 76.7 76.7 50.0 46.2 ! 76.7 46.2 42.6 76.7 42.6 41.7 76.7 41.7 40.0 76.7 40.0 38.5 76.7 38.5 37.0 76.7 37.0 -163.5 -54.5 -48.8 -146.5 -48.8 - 44.9 - 134.8 -44.9 - 41.4 -124.2 - 41.4 -40.4 - 121.3 -40.4 -38.8 -116.3 -38.8 -37.2 - 111.6 -37.2 -35.8 -107.4 -35.8 POS 70.7 76.7 76.7 69.3 76.7 76.7 66.0 76.7 69.3 61.7 76.7 61.7 54.5 76.7 54.5 48.8 59.0 53.6 76.7 48.8 44.9 53.6 49.8 76.7 43.3 39.6 44.9 41.4 76.7 41.4 40.4 76.7 40.4 38.8 76.7 38.8 37.2 76.7 37.2 35.8 76.7 35.8 43.000 NEG -63.2 -210.0 -69.3 -61.8 - 210.0 -68.7 -58.9 - 207.5 - 66.5 -56.1 -183.7 -61.2 -52.8 -160.3 -53.4 -47.4 -142.2 -47.4 -43.3 -129.9 -43.3 -39.6 - 118.9 -39.6 -38.6 -115.9 - 38.6 -36.9 - 110.8 -36.9 - 35.4 -106.1 -35.4 - 33.9 -101.8 -33.9 POS 63.2 76.7 69.3 61.8 76.7 68.7 58.9 76.7 66.5 56.1 76.7 61.2 52.8 76.7 53.4 47.4 76.7 47.4 43.3 76.7 76.7 39.6 38.6 35.4 76.7 38.6 36.9 76.7 36.9 76.7 35.4 33.9 76.7 33.9 48.000 50.625 54.000 57.000 NEG POS NEG -183.2 76.7 -169.7 - 54.5 54.5 -51.0 -61.1 61.1 -56.6 -180.5 76.7 -167.0 -60.2 60.2 -55.7 -174.6 76.7 -161.2 -58.2 58.2 -53.7 -50.2 50.2 -47.3 - 169.9 76.i -156.4 -55.7 55.7 -52.1 -48.1 48.1 -45.6 - 160.0 76.7 -151.7 -52.9 52.9 -50.5 - 46.4 46.4 -43.8 - 140.6 76.7 -140.6 -46.9 46.9 -46.9 - 42.5 42.5 -42.3 - 127.4 76.7 -42.5 42.5 -42.3 - 38.5 38.5 -38.3 -115.6 76.7 -114.8 -38.5 38.5 -38.3 -37.5 37.5 -37.2 -112.5 76.f-111.5 -37.5 37.5 -37.2 -35.7 35.7 -35.3 -107.1 76.7 -106.0 - 35.7 35.7 -35.3 - 34.1 34.1 -33.7 -102.3 76.7 -101.0 - 34.1 34.1 -33.7 -32.6 32.6 -32.1 - 97.8 76.1 -96.4 -32.6 32.6 -32.1 POS NEG ® -48.4 76.7 -155.0 56.6 -51.7 51.0 -47.5 76.7 -152.4 55.7 -50.8 • -45.5 76.7 -146.7 53.7 -48.9 47.3 -44.2 76.7 -141.9 52.1 -47.3 45.6 -42.4 76.7 50.5 43.8 76.7 46.9 42.3 76.7 42.3 38.3 76.7 38.3 -137.2 -45.7 -41.1 -133.3 -44.4 -39.9 -127.0 -42.3 -38.2 - 114.5 -38.2 37.2 76.7 37.2 35.3 76.7 35.3 33.7 76.7 33.7 32.1 75.0 32.1 -37.0 -111.1 -37.0 -35.1 - 105.3 -35.1 -33.3 -10 -33.3 -31.7 -95.2 -31.7 POS NEG 48.4 -45.3 76.7 -143.9 51.7 -48.0 47.5 -44.4 76.7 -141.4 50.8 -47.1 45.5 -42.8 76.7 -135.9 48.9 -45.3 44.2 -41.5 76.7 -131.2 47.3 -43.7 42.4 -40.1 76.7 -126.4 45.7 -42.1 41.1 -38.9 76.7 -122.5 44.4 -40.8 40.8 39.9 -37.7 37.7 76.7 -119.8 42.3 -39.9 38.2 -36.6 76.7 -114.5 38.2 -37.9 37.0 -36.2 76.7 -111.1 35.1 -35.1 76.7 -105.2 35.1 -35.1 33.3 -33.2 76.7 -99.7 33.3 -33.2 31.7 -31.6 74.1 -94.7 31.7 -31.6 PO 45.3 76.7 76.7 47.1 42.8 76.7 45.3 41.5 76.7 43.7 40.1 76.7 42.1 38.9 76.7 76.7 39.9 36.6 76.7 37.9 36.2 76.7 37.0 35.1 76.7 35.1 33.2 76.7 33.2 31.6 31.6 60.000 NEG -42.1 -134.3 -44.8 -41.6 -131.9 -44.0 -40.3 -126.5 -42.2 42.2 -39.1 -121.9 -40.6 -38.2 -117.2 39.1 36.9 76.7 -39.1 -36.9 - 113.3 -37.8 -35.9 -110.6 -36.9 -34.7 -108.1 -35.8 -34.3 - 107.5 -35.3 -105.2 -34.4 -33.0 -99.7 -33.2 -31.6 -94.7 -31.6 POS 42.1 76.7 44.8 41.6 76.7 44.0 40.3 76.7 39.1 76.7 r 38.2 76.7 37.8 35.9 76.7 36.9 34.7 76.7 35.8 76.7 35.3 33.6 76.7 34.4 76.7 33.2 31.6 73.6 63.000 NEG -39.7 -125.9 -42.0 -39.2 -123.6 -41.2 -37.8 -118.4 -39.5 - 37.3 -113.9 -38.0 38.0 - 36.4 -109.3 - 36.4 -35.1 - 105.4 -34.0 -102.7 -34.2 -32.8 - 100.2 - 33.4 -32.5 -99.5 -33.2 -32.0 -98.3 - 32.8 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 POS 39.7 76.7 42.0 39.2 76.7 41.2 37.8 76.7 39.5 37.3 76.7 36.4 76.7 36.4 35.1 76.7 35.1 34.0 76.7 32.8 76.7 33.4 32.5 76.7 33.2 32.0 76.5 32.8 31.4 75.6 31.9 30.8 73.6 31.0 A -44.2 44.2 -39.1 39.1 -35.7 35.7 -34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 -30.0 30.0 60.000 120.000 B -132.6 76.7 -117.4 76.7 -107.1 76.7 -103.4 76.7 -97.9 76.1 -93.8 72.9 -92.3 71.8 -90.9 70.7 -90.2 70.2 -90.0 70.0 -90.0 70.0 C -44.2 44.2 -39.1 39.1 -35.7 35.7 -34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 -30.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Rend By: Dore: F.K. 3/11/03 Rend By: Rerscl By: Drawn By: 12/12/02 A Chocked By. ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 Visibly Better ALUMINUM CASEMENT WINDOW, NON-IMPACT NTS a 12 Dryynne No 7045-9 A 1 2 4 Apprzved as complying with dm Florida Bo' log ode Date 04 2.4 03 NOMI Miami Dade Product Coated By 34-7 3 Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 L 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 -164.1 76.7 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 44.4 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 -54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 44.4 49.333 74.000 A -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 43.5 B -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148.1 76.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 43.5 53.125 79.688 A -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 41.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 -150.9 76.7 -140.5 76.7 -131.5 76.7 -123.6 76.7 C -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2_ 58.2 -54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 41.2 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 B -158.0 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -145.7 76.7 -135.5 76.7 -126.7 76.7 -118.9 76.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 60.000 90.000 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 76.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 64.000 96.000 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 36.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.11 -40.1 40.1 -38.6 38.6 -36.2 36.2 67.333 101.000 A -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 35.0 B -114.6 76.7 -109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 76.7 C -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 35.0 70.917 106.375 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.21 -98.0 76.2 -98.0 76.2 -98.0 76.2 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 72.000 108.000 A -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 74.000 111.000 A -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1 3 x 1 3 0 1 3 x X O O X Approved as comp4''44 wile flu Florida Byw IngCod( Date 0 4 1 24 1 03 NOAH n2-r 19. LL 5 Miami Dade Product Control Div" By �! 0 Rend By: F.K. Rend By: Re.w By.. Oats: 3/11/03 ROWS *Or A Del.• Dale. Revisions: Renwcna: Drawn By: Dale: Chocked By Oar.: F.K. 12/12/02 ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better o.,os,em' PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Tb' ALUMINUM CASEMENT WINDOW, NON - IMPACT Sen./ Maw CA -640 sew. NTS Sheol 7 a 12 D.away as 7045 -9 a.. A Lucas A. Turner. P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -112.3 76.7 -87.1 76.7 -81.4 76.7 -71.5 71.5 -62.4 62.4 -58.0 '58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 -50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7 -121.5 76.7 -112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 -58.5 58.5 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 108.649 30.000 48.649 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.4 43.4 -40.8 40.8 ' -38.2 38.2 -35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -41.6 41.6 -38.2 38.2 -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 • -40.1 40.1 -39.2 39.2 -37.1 37.1 -34.3 34.3! -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 76.7 -102.8 76.7 -95.2 74.1 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 -34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.i -108.6 76.7 -100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5, -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 126.000 34.791 56.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -99.6 76.7 -92.0 71.5 C -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A - 34.5 34.5 -31.9 31.9 -31.9 31.9_ -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 ' -31.9 31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C -34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 130.378 36.000 58.378 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 134.000 37.000 60.000 A -32.9 32.9 -30.0 30.0 -30.0 30.0 - 30.0:30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X O X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL LITES Approved as complying with tfie Florida Btfding ode Date 04 2.4 O MOAN Miami Dade Product Control Div' By RevsdBy: F.K. RevsdBy: RevsdBy. Dab: 3/11/03 Revisions. A Date: Revss■ons: Revisions: Drawn By Deb: Cneasd By - F.K. 12/12/02 ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PS T Visibly Better oeaa.oee,. PRESSURES- UNEQUAL CONFIG. XO, OX & XOX To ALUMINUM CASEMENT WINDOW, NON - IMPACT SenevWeaa CA-640 saws fob NTS 8 a 12 7045 -9 Bev A Lucas A. Turner, P.E. PE X58201 Mechanical MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XOX" FRAME 67 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING �I (SEE SHT. 2) MAX. WIDTH (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 HORIZONTAL SECTION - XX AppN•ed as complying a.ith the Florida U t20 Date NOA# ∎tiaml ade Pro duct Cootroi pivi ytn By R.vsd By: F.K. Rend By: Rend By: Dare: 3/11/03 Romans On." By Dab: Date: Dale' 12/72/02 Bowls:ens: A Checked BY NO CHANGE TPIS SHEET Dal 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7529 NOKOMIS, FL 34274 PST Visibly Better Dosopmn SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT 5ws/nbd.�' CA -640 sr. NTS Snee 9 e 12 (Nary M 7045 -9 Lucas A. Turner. P.E. PC #50201 Mechanical FRAME ASSEMBLY TUBE "X" FRAME JAMB FRAME ASSEMBLY TUBE "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" --- --- 2.139" - °SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -76 DWG# 7005A L ._ 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A 2.919" Approved as complying with the Florida B ldio Code Date 04 24 03 NOM/ 0 -1 NO I Miami Dade Product COMM Div' 133 Rem, By: F. K. Rem By: Revs[ By: Drawn By Dab: 3/11/03 Dare: Dare: Dare' 12/12/02 Revisions: A Revrsw,s: ReHibr": Checked By REVISED FRAME ASS'Y DETAIL SCREW SPACING Dab. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34271 PST Visibly Better EXTRUSIONS & ASSEMBLY DETAILS Tule. ALUMINUM CASEMENT WINDOW, NON - IMPACT sw>/war CA -640 NTS shoe 10 N 12 Draw, Ma 7045 -9 A Lucas A. Tumer, P.E. PE #58201 Mechanical PARTS LIST ITEM 2 3 4 5 6 7 8 9 1 0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 73 74 75 DWG 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7037 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 7025 7016 PGT. # 781 PQA 781 PQA 67017K 78X78PPSM3 78587_A 710x12FP 6TP247 6163K 61635K 60976 78xI2PSTW /B 67004 712XIPPT 711573 7FLDHD 70834A DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X I QUAD PH SMS FRAME CORNER KEY 1/2 "X1 /2 "X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #I0-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #11 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #I0 X .500 PH. PHL. DSB, 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 1/2" I.G. GLASS (I /8 "A, 1/4" SPACE, 1 /8 "A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (1/2" 1.G.) VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS Rend By F.K. Rend Rend By: — Drawn By: Date: 3/11/03 Date Date' 12/12/02 Revision": A Rer"w". Checked By NO CHANGE THS SHEET Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PARTS LIST CONT. ITEM 80 81 82 83 DWG # 7005A 1155 7010 7007 PGT. # 781 PQA DESCRIPTION FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .845" .050" 0 3/16 ",1 /8" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7037 .523" -1 fi .050" --iF -iF .865" 0 1/2" I.G. GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" .423" °CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 Visibly Better i f .865" 1.000" D.,ocee, PARTS LIST & EXTRUSIONS ta 1.124" t--- .125" - .062" .093" °CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6D63 -T6 DWG# 7004A .040" °INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701" ALUMINUM CASEMENT WINDOW, NON - IMPACT Sws/tbdN CA -640 NTS 9r".r 11 N 12 o aw9 . 7045 -9 993" 289" Appreved as complying with 1he Florida Raiding Code Date 04/ 24 O3 NOAH b- i2J9.05 Miami Dade Product Control Div' /f / %1 3/ Lucas A. Turner, RE. PE 1158201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM - #12 OR # SCREWS 14 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: Revsa By: Dale: F.K. 3/11/03 Rena By: Dam: Rersa By: Dale • Dawn By Dale F.K. 12/12/02 OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK Re Revision A ADDED # 14 SCREW OPTION Bensons Checked By Dam. 1 1/2" MIN. EMBEDMENT APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCCN (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE r 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM #12 OR #14 SCREWS OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) -" 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 342:5 P.O. BOX 1529 NOKOMIS, FL 342:4 P Visibly Better I 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE Oesc m ANCHORAGE DETAILS APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) - 1/4" MAX. SHIM --T 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, NON - IMPACT SercLalvei Suk. Sh.e, . D,a•nq M1b CA - 640 NTS 12 e 12 7045 -9 1 1 /4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK R.. A Approved r oaoperis0 with me MN 04 03 NOM 3i /' 3 Lucas A. Turner. P.E. PE #58201 Mechanical Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,947 Lot Size: 8,625 SQ FT Year Built: 1938 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 5 & LOT 6 BLK 34 LOT SIZE 75.000 X 115 OR 19891 -3620 08 2001 1 Year: 2003 2002 Land Value: $97,247 $80,980 Building Value: $164,084 $146,538 Market Value: $261,331 $227,518 Assessed Value: $232,978 $227,518 Homestead Exemption: $25,000 $25,000 Total Exemptions: • $25,000 $25,000 Taxable Value: $207,978 $202,518 Folio No.: 11- 3206 - 013 -4620 Property: 254 NE 101 ST Mailing Address: IVAN ASTRALAGA &W MARCELA 254 NE 101 ST MIAMI SHORES FL 33138 -2423 Sale O /R: 19891 -3620 Sale Date: 8/2001 Sale Amount: $307,500 Miami -Dade My Home -Text Show Me: My Home Property Information -Text Search By: I Select Item Address Search 'Enter the address and click "LOCATE ". Use the Tab key to switch between fields or click using the mouse. House 1254 Number: Direction: 1 NE (s Street Name:I101 Street Type: 1ST Unit (opt): I Zip Code (opt): Go to property map ? Print friendly version Summary Details: Property Information: Sale Information: Assessment Information: .Q; We appreciate your feedback, please take a minute to complete our survey. My Home I Property information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your commgnts, questions and suggestions to Webmaster Page 1 of 2 MI. Pr ... /proptext. asp? app =n one& bytool = ADDR &cmd= FINDADDR &cmdTemp= &tool = &searchtool= A4/6/04 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAAMI -DALIE COUNTY. FLORIDA METRO -DADE FLAGLER BUiLDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 4.000 6000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STFP 1 STEP 2 STEP 3 STEP 4 STEP 5 STFP fi F-- 2.000 --I _ TYPICAL WINDOW FRAME DETERMINE DESIGN LOAD REOUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULL ON SIZE WON DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING, PRODUCT _'ALL I /B" BE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 4 X 1/16 X 5/32" [ALUM TUBE Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE r 16;57 DEC 1 2 7001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED SN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063 —TS. PRODUCT RENEWED ACCEPTANCENo. 0 /- /Z /$. EXPIRATION DA UGt� O�I PRODUCT CONTROI. DIVISION NUTLDING CODE COMPl.IANCE OFFICE N a O 5 t drawing no. M95 -08A (sheet 1 of 3 GLAZING PRODUCT \ 3 GLAZING PRODUCT ll GLAZING PRODUCT • (ANCHORS A.B. OR C 3 ' \,\ \ I I I I !IANCHOPO TYE g I REGT -5 I \ I I I I I I I I I I I mama lINIEM I 1 ME NUMMI& . -- I . I 1 IB I I I t \I��O® ®I 1 I 9 l l&l L SPAN 1 i al II re 1 1 . 1 1 1 a a MULLION LOAD CHART 9 JIMEMINIE ilreaMEM 1111M1121111MM■■.■ W®..■.■. ■■■ MNIMMEMOMM ®v■. ■...9. ®.■ ■. .C.■. i,®..1� of .►�u■a► v� ■��mo �q C1m 1 '.2 - .1 /B 4LUr TUBE `C STEEL 1 48 N u oN N 22 32 40 50 60 70 82 TRIBUTARY MIOTH - INCHES ANCHORS TYPE 0.5. OR C1 GLAZING PRODUCT W ANCHORS — TYPE A,8, OR C VER iGCAL (_ auwoN GLAZING PRODUCT L. . \_ANCHORS 4,8, OR C W2 ,TRIBUTARY WIDTH = Wt + W2 2 IULUON SPAN -HORIZONTAL 4ULLION a N P C J m ✓7 N 20 MULLION LOAD CHART 1%3 ALLY. 7.E , 6 54121 R154017 PAN 3D A0 50 60 70 00 TRIBUTARY WIDTH - INCHES 20 30 40 TRIBUTARY TYPICAL MUI HON ARRANGFMFNTS ANCHOR LOAD CHART 1 ANCHORS TYPE A PEE. -4 "5 50 60 70 B0 U_C - H - IVCHES MULLION LOAD CHART a N 1■�II1� ■ ■IB 1'.� AL T1HC 0 5 [6 5 -�/2 ■11.1■'1■■�� =.1 111111111MIMMIMMEMOI MULIM111111•1•111•Wil ►EI1.T■EMMII■ •11bI ` ■■■► ®v■■m' ■'11111111111.1••••••111h ■►y■►wmvm■ 1nv►vww.� gankwermi ►v►mv►vw® ■l■Ek v■► UMMINNIMMION ■IIIKUM11■11 EMI= H 5/: MU L - P J C m N am CI m N � s 2'.4• ,'1/8' ALUM TLBE no rm. 4CX4 A 0 Z ❑ P In m 2 "A6'.I /8" ALUM TIKE 40 CTCCL nu OH 32 C2 S8 62 7B 00 TRIBUTARY WIDTH - INCHES CT .4 m FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. ANCHOR LOAC C' -TART MULLION LOAD CHART 20 30 40 60 A0 70 TRIBUTARY WDTH - INCHES 20 30 42 20 610 70 90 TRIBUTARY WIDTH - INCHES Esgr. DR- HUMAYOUN FAR000 STRUCTURES FLA. PE M 16557 DEC 1 2 7001 's IN. GQ L _4 CII C- m 0' J is 3 LO CI - 0 .4 .o - m ID V m I'7 MULLION LOAD CHART 80 20 34 40 60 60 70 80 TRIBU - ARY JJIDTH - INCHES ANCHOR LOAD CHART wszimmummoim Nolimmammommim MI_�I� ®I I 1 lkwwww I I I A NCHORS TYP= C 70 INCHES 20 30 40 S0 60 TRIBUTARY WIDTH - PRODUCT RENEWED ACCEPTANCE Na. OF/ 21.01 EXYIAATION OATETM Q/7 L� Z c Z By DUCE CONTROL DRISZON BUILDING 0008 ODS9YIlAYCB OFFICE 82 I drawing no. !M95-08A ;sheet 2 of 3 I MULLION 2 :x 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'A' MULL ION MULLION 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG 11111111111111111+ PRECAST CONC. SILL MAX. 1.500 4 2.000 MIN. 14 S.M.S. - 1 -1/2" MIN. EMBED INTO 6000 1/ ANGLE 4 4 14 S.M.S. 2/ ANGLE 4 I \ NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DIA. TAPCON 1 1/2" MIN. EMBED 1/ ANGLE ?.625 O 1V Lr L ANCHORS TYPE 'B' 2 X 2 X 1 /8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE 1 - MULLION 2 X 2 X 1/8" ALUM ANGLE — 1 2 -5/8" LONG 1 1.500 MAX. .718 TYP. 3000 MULLION CLIP (ALT. TO ANGLES) T1115 CLIP TO FLOAT INSIDE MULLON (NO SIDE FASTENERS REOD.) L H 14 S.M S. 1 -1/2" MIN. 053ED INTO 11'000 2/ ANGLE Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 ANCHORS TYPE 'C' i ti0%1010llmnnl 111 • V 2 X 2 X /8" ALUM ANGLE $ 14 S.M.S. 3/ ANGLE, L MULLION MULLION 1 2 x 2 X :/8" ALJN ANGLE 3-5/8" LONG V /000 BUCKS NOT BY TRACO SECURITY MUST SJSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE No. O ( -1 L! S • v EXPIRATION DAT 44,41 0I 0 7 BY I e. 1 1101111111111111 it1111111111111 a I J . 111 1 1.500 VAX PRODUCT DIVISION BUILDING CODE COMPLIANCE OFFICE 'NOTCH 500D BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY .1/4" m TAPCON 1 - /4" MIN. EMBED 2/ ANGLE CONCRETE OR CONC. FILLED BLOCKS D , z T 0 uS v Y'0 11,1 m L1 drcwing no. M95 -08A (sheet 3 of 3 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Town & Country Industries, Inc. 400 West Mc Nab Road Fort Lauderdale ,FL 33309 The expense of such testing will be incurred by the manufacturer. APPROVED: 11/16/2000 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 (3051 375 -2908 C'ON'TRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION 1305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 0.050" Aluminum Storm Panel Shutter 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0809.03 EXPIRES: 11/16/2005 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \s045000I \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster (a)huildingcodeonline.com Holnepage: http: / /www.buildingcodeonlinc.com Town & Country Industries, Inc. ACCEPTANCE No. : 00- 0809.03 APPROVED 11/16/2000 EXPIRES 11/16/2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an 0.050" aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 This 0.050" aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -159, titled " 0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated August 1, 2000, last revision #1 dated October 26, 2000, sheets 1 through 6 of 6, 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.050" aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 installation of this system. 2 Product Control Division Helmy . Makar, P.E.- Product Control Examiner Town & Country Industries, Inc. ACCEPTANCE No.: 00- 0809.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 11/16/2000 11/16/2005 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. 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 purposes. 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 times. The engineer needs 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 last page 3. END OF THIS ACCEPTANCE Helmy A. Makar, P.E.- Product Control Examiner Product Control Division 3 LABEL LOCATION 2.02" 1.17' 12.00" COVERAGE 14.375" '/4 -20 MACHINE • .125" TYP. 886" SCREW (812" 0 C (STUD 375" R - 524 "� DIRECTION MAY �-- i .524 BE REVERSED] : N / N v1 ^I - 091" .050..11 ,1.060.. • 11�� 1.00" MIN SYM. - .315" R 1 .632" 5.00" MAX O STORM PANEL SCALE : 3" = 1' - 0" 4b STUD ANGLE O ANGLE O C - TRACK (FINISH) BB C - TRACK O BUILD - OUT F - TRACK O "F" TRACK SCALE : 3" = 1-0" SCALE . 3" = 1' -0" SCALE :HALF SIZE SCALE HALF SIZE SCALE :HALF SIZE SCALE : HALF SIZE \_ \ FASTENER CB 12" O.C. FOR ;,,� �o DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 B" O.C. 1- �z FOR DESIGN LOADS GREATER F �a THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE 0 j' -SIDE joy ANCHOR)- MOUNT L Ww 1/4" MAX. PLAN VIEW ? Z wp v = a { ? / / L EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. J I Amax. SEE STORM PANEL SPAN j, SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE 1/4" = 1' - 0" / WIDTH UNLIMITED 10/26/00 17:15 i (PERPENDICULAR TO I PANEL SPAN) 1 TYPICAL SECTIONS I 1.525" TOP MOUNT 12" .315"0 l \•• 1 1.00"i I VIE • \�; .550'0' I- \EY HOLE SLOT, / 0 ,650.,0 _ - - \ KEY HOLE SLOT IT YP.I BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 1.05 " MIN. IIT VP.) 1.17" SEE NOTE I N0.3 I 6.000" COVERAGE 8.332" • 315 .09_ O� S YM o a 094" NI .720" P N N ° p 0 .10 2" • .125 0 " � 2.00" MIN. „ • 5.00" MAX. .250'" N� pL p� --- �l 2. .375 12.030", y L37 ~- } 2 . 000 " is HALF STORM PANEL O "h" HEADER O "U° HEADER 38 BUILD - OUT "U" HEADER() STUD ANGLE 48 STUD ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE • 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1" -0" .886"- { T 524" .092" .17 "� .090" : \ __ I I . 0900" .. (TY ` r 150 "'^i "` 465'.655" - '215 "N`215� ILt- -- .215"a' \- L 3ta.. �i377" 1___ FASTENER COT 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 COT 8" 0 C. FOR DESIGN LOADS GREATER THAN 110 P.S F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN TO 2" x 5" x 0.125" MAX. .376" .376" 3.385" MAX .19_ 1 .1S0 313 "f 452 "1655" 0090" ITYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SCALE: 1 -1/2" = 1' -0" MAX. 4 .060 "3. MAX. 2.250" 2.250" 3 MAX ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" "IN TO/ 2" x 5" x 3.125" MAX -' "'EXIST NG CONCRETE. HOL_OW BLOCK OR TRAP MOUNT CLOSURE DETAIL WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE :2 020_", EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. BUILD -OUT MOUNT CLOSURE DETAIL WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) 1/4 -20 C MAHINE SCREW 1�8OT)2" O.C.ISTUD DIRECTICN MAY-% 3E REVERSED) L, 0 125" TYP. N ,_875 ° �l .563"0 . 440 25' 0.090 ITYP.) 120 .' GA . EALV. STEEL 40 OR 0.050" 6063 -T6 AL UM) 313"' . 655" 1/4 -20 MACHINE SCREW M12" O.C.ISTUD DIRECTION MAY BE REVERSED) 1•' .091" TYP 4 - 2.00" 2.00" 1 /OPTIONAL LEG DIRECTION (ZAMAC KEYHOLE 88 "F" ANGLE - TRACK O WING NUT Q WASHER SCALE : HALF SIZE SCALE HALF SIZE SCALE :HALF SIZE GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE '994 EDITION FOR MIAMI -DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS 3. STORM PANELS SHALL BE 3004 -H34 OR 5052 -H34 ALUMINUM ALLOY 0.050" THICK. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF CNE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS' TOWN 8. COUNTRY INDUSTRIES, INC. FT. LAUDERDALE, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. . 6 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203. AND 202 REFERENCE CONSTRUCTION TESTING CORP. (C.T.C.) TEST REPORT NO. 00 -028. 7 TOP & BOTTOM DETAILS SHOWN MAY BE N ERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. ANCHORS SHALL BE INSTALLED IN ACCORCANCE WITH MANUFACTURERS RECOMMENDATIONS EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES __ -1/4' MAX. APPROVED AS COURYING IMTHTRS I SOUTH FLORIDA BUILDING CODE .I PRODUCTG• ROLGIVLSION BUILD CODE CC.S+TLLEN O ACCC- PTAPOE 2.O - OSO Zo w; I- Ua O, 10 I0 0 a z Zw U W No 10 Z YU if V.J KN Ix:+ &cep 0 0 .61P FL c a No). P 00 00133 L2 . 2000_1 oe/OVOJ :t74 0 f •.Inq ne. I 00 - i 59 x sheet I of 6 - DETAIL ®("PASS THRU" SEC.) ANCHOR SCHEDULE 1/4 "0 ITW TAPC ON' W/ 1 -3/4" MIN. EMBEDMENT CONC. I BLOCK 1/4 "0 POWERS CALK -IN W/ 7/B" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK 1 /4 "0x MIN 2 -1/2" LONG WOOD LAG SCREW W/ MINIMUM 1-3/4' EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD T I 3" 70 I I 4' 12 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 -- EXISTING GLAZING -- SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 10/26/00 16:03 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASEL ON TYPE OF STRUCTURE O CEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 aWMAY BE I EVERSED EXISTING GLAZING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING O WALL MOUNT SECTION SCALE 3" = 1' - 0" / EXISTING CONCRETE, HOLLOW BOCK OR _ WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ITYP. TOP AND BOTTONI SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2— PTIONAL LEG DIRECTION 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OPTIONAL LEG DIRECTION APPROVED AS COMPLYING N1TH THE swag FLORIDA B RAMO CODE DATE 6 00 BY PRODUCT CO CL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 00-0609•03 / -1/4" MAX. ti EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING }1/4" MAX. 0 OPTIONAL TOP MOUNTING 414 x 3/4" TEK SCREW (0 12" C.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NJT (n1 12" 0 C. (TYP TOP & BOTTOM) O BUILD - OUT MOUNT SECTION SCALE- 3" = 1' - 0" SEE MIN EMBEDMENT 2"x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT STORM PANEL SEPARATION FROM GLASS TABLE 2 < MAX. E `'/4 "0 THRU BOLTS W/ LOCK NUT (0 12" O.C. - FASTENER. SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5.- x 1/8" Cl CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL® ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING '/4" MAX.. -`l EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ITYP. TOP AND BOTTONI ti 4 THREE 1/4 "0x MIN. 4" LONG WOOD LAO SCREWS (51 24" O.C. MAX. WITH 1 -3/4' EMBEDMENT INTO WOOD MEMBER -- _ / 1 . --Z1/21-1/2" „r Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2— r7 NIP" O EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 Y EXIST f GLAZI O A I -s l ® i/, i E E 'PASS THRU" SECTION F CEILING MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0' SCALE: 3" = 1' - 0" EXISTING GLAZING— L FASTENER ( 6" O.C. OR (a 12" 0 C. ,BUT 00 NOT • EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O "F" TRACK/DIRECT MOUNT SECTION C SCALE: 3" = 1" - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT -1/4" MAX. `414x 3/4" : LL TEK SCREW >Z �! [u1 12" O.C. BETWEEN mw IN TRUSSES = O > 5 W- N, WH D� Z U `L .1 00-159 shoot 2 of 6 I EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING 1" x4 "OR Yx 6" .062" CONT. ALJM. TJBE (6063 -T6) G_ASS OR DOOR - SEE MW. STORM PANEL SEPARATION FROM GLASS TABLE 2 10/26/00 13:53 WOOD ROOF TRUSS OR FRAMING MEMBER SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS CO 12" O.C. — - #14 x 3/4" TEK SCREW (0 12" O.C BETWEEN TRUSSES C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE 0= STRUCTURE O BUILD - DOWN / BUILD - OUT SECTION SCALE- 3" = 1' - 0" z IL E U, Q - DETAIL L u 0 � u 5 Z UI -� Cl CONNECTION TYPE .EMB REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE. SPACING HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • h • HEADER OR • U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" ONE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS (l 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER C-1/4" I MAX. r z A U C mw Aa EZ, W ° L EMBEDMENT E a EXISTING GLAZING TWO 1/4"0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS Cal 24" O.C. MAX. WITH 1 -3/4" MIN. EMDEDMEN IN CENTER OF STUDS - 1/2" PLYWOOC 2" x 6" P T - CONT WOOD BLOCKIN - TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT � clv°& Sf ��- �1/ -20 x 3/4" 3±s %? lj�� r I M SCREW I. WITH .675" x .675" \ ... - ! x .125" SQUARE `'.�` I SCREW HEAD 5/16 I.O. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) 1/16" MIN. O C - TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE C4 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMING CONT. 3" x OR 4" x WOOD FRAMING REQUIRED z a 0 U, LA E 1/4" MAX. Ll m 4 0 LA N MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW (al 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING /BUILD - OUT MOUNT SECTION SCALE 3" = 1' - 0" /� USE ©OR 6a WITH 1/4 -2C x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD-, FINAL LOCATION OF STUD EXISTING GLAZING — SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 O C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. —1/2" 0.D. x 1/4"1.1) x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP. TWO 1/4 MIN. 4' LONG STAINLESS STEEL WOOD LAG SCREWS E 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1" 4"x 1/8" x CONT. ALUM. TUBE #14 x 3/4" TEK SCREW (al 9" D.0 _x_1/4" MAX. X1/4" MAX. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD -OUT /FLOOR MOUNT SECTION SCALE 3" = 1' - 0" ARROVED ASCOMPLYING WITH THE SOUTR FLORIDA BUILDING CODE DATE BY PRODUCT OZ' DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CIO -cam . Y.J. KNE' 1 I FL Llc o No: l PE .. 00E3 0 • 66 r 17;i10n e m 1( °n..xxa K� v drawing vl 00 -159 sheet 3 of 6 EMBEDMENT EXISTING GLAZING SEE MIN. STORM PANE. SEPARATION FROM GLASS TABLE 2 1/4 -20 S.S. BOLT & BOLT & WINGNU (d 24" O.C. ITYPJ 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8" 6063 -T6 ALUM BENT PLATE 10/26/00 16:01 1/4 -20 S.S. BOLT & BOLT & WINGNUT 51 24" O.C. ITYP ) 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" • 6063 -T6 ALUM. ANGLE EXISTING BAY WINDOW MAX.' 2 "x5 "x1/8" CONT. ALUM. ANGLE 1" OVERLAP XISTING WOOL FRAMING. SEE ANCHOR SCHED. BASED ON TYPE EXISTING CONCRETE. OF STRUCTURE HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. w� z ¢m a C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING ' ONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' - 0" 60 TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE b 4 1 ". 2" ®T YP.— 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT 51 12" O.C. (CONNECTS TO ADJACENT PANEL) EXISTING GLAZING'- SEE MIN. STORM PANEL SEPARATION FROM GLASSI TABLE 2- PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH AD.ACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE EMB EBB L . 0.055" 6063 -T6 ALUM. TUBE- 5" LONG HANDLE RIVETED TO PANEL— WALL MOUNTED 5"x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) _/ b 1 ". 2" 2 = 2 0.055" 6063 -T6 2 x 4 ALUM. TUBE 2 "x 5" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE: 3" = 1' - 0" O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) —1/4" MAX. —` 1/4" MAX EXISTING GLAZING EXISTING HOLLOW BLOCK DETAILS S & O NOTE: EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4 -20 STUDS @ 12 "0 - -� THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD 2 CONNECTION TYPE REFERENCE ANCHOR }i/2„ SCHEDULE FOR MAX. SPACING 1/4" MAX. j I I — I1/4" MAX. — `G — I II III — RE C4 CONNECTION TYPE I� � I I � III SP 1L NON- STRUCTURAL EX S TING FINISH MATERIAL CONCRETE © WALL MOUNT / BUILD OUT SECTION SCALE 3 ". 1'- 0" (MAX. PANEL HEIGHT m 7' - 4" & MAX. DESIGN LOAD -± 72.00 P.S.F.) INTERIOR FASTENING ANGLE ASSEMBLY SCALE' 1 -1/2" = 1' -0" 1 3" H FOR F PANEL APPROVED AS COMPLYING VAIN THE SOUTH FLORIDA BUILDING CODE DATE Il I) / zoc0 BY PRODUCT CONTROL DFAS)ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE )10.00"0 II^ 0 (6 2 0 � r V.1 KNEZEV'Fd 1 'H.0= ks110:4A. .. •M EGA, Fl Ls • 3 I P RO • 983 I shoot 4 of 6 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1 ) MIN. 2• EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - B" (SEE NOTE 1) SPANS UP TO 0" NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 Cl. 3) CS CONNECTION (SEE C1 C2 TYPE NOTE C3 CL CS C C1 T C2 NECTION YPE NOTE C3 C4 3) CS CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 C4 3) CS CONNECTION (SEE Cl TYPE C2 NOTE C3 24 3) C5 CONCRETE • %,\ I\ ( \ (((((I(((((tir 7/4 "0 !Tv/ OR ELCO T O.N W/ 1-3/4" MIN. EMBEDMENT 1916. 3.000 061 00NCRETE) 40.0 14 14 14 14 14 14 14 14 14 14 14 14 14 12 10 14 14 14 14 14 14 14 • 14 14 14 14 14 14 12 5 2.0 14 14 14 14 14 14 14 14 13 11 14 14 10 9 8 14 14 14 14 14 14 14 14 14 12 14 14 11 11 9 62 0 78.0 14 14 14 14 14 13 14 14 14 10 9 14 10 8 7 7 6 14 14 14 14 14 14 14 14 12 10 14 12 8 9 7 14 - 14 14 11 12 10 14 14 8 8 7 6 1 4 6 7 6 14 14 14 14. 12 14 14 9 10 8 14 8 6 8 7 100.0 14 9 8 14 8 6 7 14 8 6 7 6 14 14 12 11 9 14 8 6 8 7 14 8 6 8 7 * *1:----11 1/4 "0 POWERS CALK -1N W/ 7/8" EMBEDMENT t 1/4 -20 STAINLESS STEEL MACHINE SCREW (mi. 3,000 P.8.LCONCREEE) 4 0.0 14 14 14 14 14 14 14 14 14 14 13 11 14 14 14 9 8 14 14 14 14 14 14 14 14 14 14 14 16 14 14 13 . 520 1L 14 14 14 14 14 14 '3 '3 14 14 14 14 10 10 9 9 1L 14 1L 1L 11 11 7 7 6 6 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 121E 12 62.0 14 14 14 12 11 14 14 8 7 14 11 8 6 5 14 14 14 14 14 14 14 14 14 12 14 14 10 10 78.0 14 14 16 8 0 14 9 6 6 14 I m ml 5 5 4 14 14 14 14 14 14 14 12 11 9 14 11 L H I 100.0 14 14 12 6 14 8 5 5 4 14 6 5 4 14 14 14 12 11 '4 11 B 9 7 14 11 Y"13""`°' Vil>onsiom. B ELCO MALE/ FEMALE PANELMATE" W/ 1-3/4 MIN. EMBEDMENT I, 1/4 - 20 MACHINE SCREW WITH NUT WIN. 3,323 P.S.I. CONCRETE) 400 52.0 12 '12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 12 '2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 9 12 12 9 9 8 12 12 12 12 12 12 12 12 1 2 12 12 12 10 11 9 62.0 12 '2 12 12 12 12 12 12 11 9 12 10 6 8 7 12 12 12 12 12 12 12 12 12 11 B 12 10 7 9 8 78.0 12 12 12 11 12 12 8 7 12 7 7 6 12 12 12 12 12 12 12 8 10 12 7 6 8 7 100.0 '2 12 10 10 8 12 7 S 7 6 12 7 7 6 12 12 11 12 9 12 7 6 B 7 12 7 6 8 7 40.0 14 1L 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 11. 14 14 14 14 14 14 14 14 14 14 r -� 5a 1 YLi-b�e fl ;1. 52.0 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 r<- 1 /4"0 ELCD CRETE FLEX W/ 1 -3/4" MIN EMBEDMENT 0001. 3,300P.S.I.00NCRETE) - 62.0 78.0 14 14 14 14 14 14 1L 14 14 12 11 10 14 14 14 14 14 14 14 14 14 14 14 13 16 12 16 14 14 14 14 14 14 14 13 11 14 13 1 3 10 9 14 14 14 14 14 14 14 14 14 13 14 14 10 17 10 1000 14 14 14 14 12 14 13 10 10 9 '4 13 10 10 9 14 14 14 14 14 14 14 11 12 '1 14 14 11 12 it HOLLOW CONCRETE BLOCK 400 '4 ' I. 14 11 9 13 13 P 7 . 3 3 4 " 3 T. 14 14 14 - L 13 1 3 '0 8 10 8 7 iL 1' '4 14 9 7 5 I.‘? I - I - 3 I 7 L 3 7 L1- °I 1m 3 m 11 {�(I}�(�((111(((- .-I 1i 4. 1/4"0 ITW 39 ELCO TAPCON w/ 1 -vv' EMBEDMENT 1/ E ,,/ M +++ 52.0 62.0 14 12 '4 12 14 12 ml- '0 B 8 5 7 3 14 13 14 13 11 9 7 5 9 9 5 5 3 L -m 76.0 9 9 7 5 4 6 3 5 </:,: ryJ �� 10 10 8 6 5 7 6 4 100.0 7 7 4 4 3 r / 3 8 8 4 5 4 5 3 // 3 l 3 14 0 - ' 1 7 1 (JJJ /!L t k ' 1 1 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT t 1/4 -20 STAINLESS STEEL MACHINE SCREW 4 0.0 14 14 14 1 11 9 14 14 14 FL 6 11 11 9 S L 14 14 14 14 14 14 iL 14 12 9 8 10 14 14 11 8 7 52.0 14 14 14 8 7 12 12 10 6 11 5 9 9 4 4 3 14 14 14 13 11 14 14 7 6 11 9 II 6 I H 4 62.0 14 14 14 7 5 6 5 10 8 6 5 4 7 4 3 3 14 14 14 11 9 13 13 78.0 12 12 9 4 4 3 6 KW i 1 4 14 11 9 7 10 8 5 6 5 8 4 3 5 4 100.0 9 9 5 4 3 5 3�/, 3 /� // 6 3/ 3,11 11 6 7 5 8 4 3 5 4 13 4 3 9 I. . , A OA1'-""°'°D° ��_ 1/4'0 ELCO MALE/ FEMALE "PANELMATE w/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 40.0 12 12 12 12 11 12 12 12 9 7 12 12 10 6 5 12 12 12 12 12 12 12 12 10 9 12 12 10 7 6 52.0 72 12 12 10 12 12 12 7 6 10 10 5 5 4 12 12 12 12 10 12 12 12 B 7 10 10 5 6 5 62.0 78 0 12 12 12 11 11 7 5 5 8 5 3 4 3 12 12 12 10 8 12 12 7 7 5 9 5 4 5 4 12 12 11 9 7 4 4 4 7 4 3 3 3 12 11 11 8 6 9 8 4 5 4 8 L 3 4 3 100.0 10 10 5 5 4 7 4 3 3 3 7 4 3 3 3 11 11 6 6 5 8 4 3 4 3 8 4 3 4 3 40.0 14 14 14 14 14 14 14 14 12 10 14 14 14 8 7 14 14 14 14 14 14 14 14 14 12 14 14 14 10 9 52.0 14 14 14 13 11 11. 14 14 9 14 14 7 6 5 14 14 14 14 13 14 14 14 11 9 11. 14 B 8 7 114 ELCO CRETE FLEX W/ 1-1/4 '69. EMBEDMENT 62.0 14 14 14 11 9 14 14 11 7 12 B 5 5 4 14 14 14 13 11 14 14 11 9 8 13 B 5 6 5 78.0 14 14 14 9 7 13 11 6 6 5 11 6 4 5 4 14 14 14 10 9 14 11 7 7 6 11 6 4 6 5 100.0 14 14 8 7 6 11 6 4 5 4 11 6 4 5 4 14 14 9 8 7 11 6 4 6 5 11 6 4 6 5 10/26/00 17:14 !SEE PAGE 6 OF 6 FOR COMPLETE ANCHOR SCHEDULE NOTES! APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA i 1 . 2 54AA BY PRODUCT e DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE 110, OO'ngQ . Q3 1 3, IC +I'I U X 8 J) ,T Z $ a aL :5 O Orr z O z � . TTo CI DI -1 I Q I _ V V.J. KNELF x!111 m W 1 !FI_ LIC N0: PE a. 963 drawl, me. 00 -159 sheet 5 of 6 I FASTENEH MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1 ) MIN 3/4e EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 OOOM 4'-2" MIN. �, 1/4 z MIN. 3 LONG LAG SCREW W/ MIN, 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 40.0 14 14 14 14 13 14 14 14 10 9 14 14 14 7 5 7 5 52.0 11. 14 14 11 10 14 14 14 8 7 14 14 13 62.0 78.0 14 14 14 14 9 9 14 14 14 6 6 14 13 9 4 4 4 14 14 7 7 14 14 11 5 4 14 10 7 4 100.0 14 14 14 6 5 14 10 7 4 4 14 10 7 4 4 * 40.0 14 14 14 14 14 74 14 14 14 13 74 14 14 11 10 1 * P® 1 /4-o MALE/ LCO E . W/ FEMALE 0 81 MALE' t- T / N, MIEMACE 1 REW o S N HINT GREW WI7H NUT 52.0 14 14 14 14 14 14 14 14 12 10 14 14 12 8 7 62.0 14 14 14 14 12 14 14 14 10 9 14 13 8 7 6 78.0 14 14 14 1' 10 14 14 10 8 7 14 9 7 6 5 100.0 14 14 13 9 8 14 9 7 6 5 14 9 7 6 5 * 44 40.0 14 14 14 r a r e 14 14 14 it 52.0 14 14 i/ 12 12 70 r 1 4 i` 7/16"0 WOOD BUSHING W/ 5/8" MIN. EMBEDMENT L 1/4 -20 STAINLESS STEEL MACFUNE SCREW 62.0 14 14 14 W ,/ 7 4 3 %' 78 0 11 11 9 re 2 - 6 , 3 , / !/ 6 6 3 3 r V 100.0 9 9 5 Q m J w w I MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD IWI (P.S.F.) ACTUAL SPAN IL) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES; MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE INCHES) 40.0 8 -8 3 2 -1/4 10 - 6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 - 10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 - 4 3 3 90.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 - 0 3 1 - 1/2 7 - 3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 10/26/00 16:12 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 SEE MOUNTING SECTION DETAILS FOR IDEN IFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHE:ULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. VARY. FIEL FASTENERS F A E INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN 1 WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" 0.055 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BEAD ANCHOR K MAY HONE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER 10. '. DES'GNATES ANCHCR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. T A B L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE IESIGN LOAD P.S.F.) 40.0 45.0 50 0 55.0 50.0 62.0 55.0 70.0 72 0 75.0 80.0 90 0 10 0.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 130.0 :90.0 200 0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE (FT - IN) 12"-S" 11' -3" 10 -B'• 10' - 2" 8 2 - 10' . SPAN FOR POS PRESSURE ( .TT - INI 12 10 8" -11" APPROVEDAS COMPLYING WITH THE SOUTH FLORIDA 80 I NG CODE DA 1 16 2aoo BY PRODUCT 1• TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 - O R O Q. 03 rD Z F CO 11 <0 Q0 0 o 10 N w aw .tl xw U > ? W 4 IN0 Z 1 00 -159 ETCeet 6 or 6 U U 0 ae vIK Jho.ee.e4 COPYRIGHT 0 2000 KNEZ0VICH Miami Shores Village 10050 NE 2nd Avenue Printed: 5/27/2004 Applicant: IVAN Owner: ASTRALAGA JOB ADDRESS: 254 NE 101 ST Parcel # 1132060134620 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -711 ASTRALAGA IVAN Contractor MARATHON CONSTRUCTION Contractor's Address: 1901 NW 81 ST AVE Local Phone: 954 - 596 -8581 Permit Status: APPROVED Permit Expiration: 11/21/2004 Construction Value: Work: REPLACE 4 WINDOWS WITH SHUTTERS Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 5 & LOT 6 BLK 34 LOT SIZE Fees: Description Amount FEE2004 -5412 Building Fee $115.00 FEE2004 -5413 CCF $1.80 FEE2004 -5414 Training and Education Fee $0.60 FEE2004 -5415 Technology Fee $2.88 FEE2004 -5416 Scanning Fee $15.00 Total Fees: $135.28 Total Fees: $ o 5 ; 38 0 Total Receipts: $d.00 a-s- a� MAY 2 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: