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1065 NE 94 St (8)• •Inspection Date: 07/31/2006 Inspector: Grande, Claudio Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Thursday, July 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -22541 Permit Number: WS -7 -06 -1911 Permit Type: Windows /Shutters AUG 0 1 RECD Inspection Type: WINDOWS Owner: MANGHAM, MICHAEL AND ALICIA Work Classification: Window /Door Replacement Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Block: Phone Number Parcel Number 1132050120100 Lot: Phone: 305 - 754 -2556 Page 2 of 2 Passed '01 a Inspector Comments 1 V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until • •Inspection Date: 07/31/2006 Inspector: Grande, Claudio Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Thursday, July 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -22541 Permit Number: WS -7 -06 -1911 Permit Type: Windows /Shutters AUG 0 1 RECD Inspection Type: WINDOWS Owner: MANGHAM, MICHAEL AND ALICIA Work Classification: Window /Door Replacement Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Block: Phone Number Parcel Number 1132050120100 Lot: Phone: 305 - 754 -2556 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION W PERMIT NO. WS No - 14 11 TAX FOLIO NO. l 4 — 3 ( 5 01 Z--ol oo STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 4I Rf3YS It 40 T a I;4IP M 1 ' Hai PP) 41- 44 LOT 10 i.o i ■1 75.000 i 1os'4- 3 314 01 2. Description of improvement:" 4 v -M i'_$t. S t tk) Cc 'U1.Oeur-5 Witl4 PGT 11»-et 2 'glut wwidtou)s 3. Owner(s) name and address: apt (.t ra f4Aba ttMA 10105 kV a4 ST - PA ictevt,i. 5tto(Qs 1-L Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices 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 different date is specified) Signature of Owner /� Print Owner's Name ,�r� / 46 2 '. # 44/ \ -- Sworn to and subscribed before me this .11 day of Notary Public Gt Print Notary's Name Q-/- 6 rot Ft. a.v' t r My commission expires: 123.01 -52 PAGE4 8/02 •2oeml s (40K ago- w 71 sT . 11M;MAit YL . 7313 STATE OF FLORIDA, COUNTY OF DADIc FILKEldruERTIFY that this is a true c v i of the c' -' • by owner from contractor,_r)y). -, ri , nai f 1 Nn.. off on �J V d � „. of ; -/ � 01 t, , (f A r 20 _- APTNESS my hand nd c' 3ea1.�' O o y vso yr 1- ,—. / ' iAhVtY 111111111, G ER cva eno Vourriy l.uu(w 3y r' •� ��;J DEBORAFEUGIJ. S 4 m ;Notary Public - State of Florida My Commission De rea/p6,2008 y , Commission # DD307676 '••P .. Bonded By National Notary Assn. , 20 06 1111111111111111 CFN . 2006R.0784854 OR Bk 24741 Ps 1305; (1Ps) RECORDED 07/20/2006 15:50 :47 HARVEY R:UVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Prepared by Address: I n to °IVnl Al S4 r other documents may be served as J O` $ AL(cu t; 9)313s/ Issue Date: 7/19/2006 Owner's Name: MICHAEL AND ALICIA MANGHAM Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1065 94 Street NE Contractor(s) Phone SYKES ACE HARDWARE / LP INDU 305 - 754 -2556 Yes Primary Contractor Comments: IMPACT WINDOWS 7 Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/15/2007 Type of Work: IMPACT WINDOWS No of Openings: 7 Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS - - - 1911 Phone: 1132050120100 Lot: PB: Total Square Feet: 83 Total Valuation: $ 5,693.71 Re • uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due Amount CCF $3.60 Education Surcharge $1.20 Permit Fee $170.00 Scanning Fee $12.00 Technology Fee $4.25 Total: $191.05 Invoice Number WS - 7 - 06 - 25613 Total: Amt Due $191.05 ra 2 0 A9D C.XN '3r Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle) Owner's Address /06S / ✓E 91' ST- City /9 S5 State �L O2 /0/9 Architect/Engineer's Name (if applicable) Submittal Fee $ Structural Review. $ Notary $ Scanning $ Bond $ Training/Education Fee $ Radon $ Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVED JUL. 3 ?006 BY: nu Electrical Tenant/Lessee Name Phone # Is Building Historically Designated YES NO Value of Work For this Permit $ 16 9- ?/ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New escribe Aiz)(77 C2 DO6uS Permit Fee $ DPBR $ Double Fee $ Phone # - _ t rs.7. ' v r3i0i sr Aior Total Fee Now Due $ Permit No. Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) %L /e// //24/VO Phone # Oar, 7 0, 96 Zip 2/3P Job Address (where the work is being done) / 6.3 /e/6 /X City Miami Shores Village County Miami -Dade Zip . 3/ f FOLIO / PARCEL # Contractor's Company Name `S/>� 3 r l 7 W 114 Z Phone # Z1/ 2 .QT Contractor's Address 2 C ' c l 'V 2 7-' c97/fee 7 City 47/ /i/ / State " - Zip 33/ 5 S Qualifier Name State Certificate or Registration No. ■7 4 - b Certificate of Competency No. 9 S D O3 f Phone # Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -÷ n\ ' JUL 2 o NATI Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** (Revised 02/08/06) c AAva- ,„. APPLICATION APPROVED BY: FEUGILL Notary Public - State of Florida * * m �30 676 Bonded By Nallonal Notary Signature Owner dr Agent u The foregoing instrument // was acknowledged before me this J O( day of , , by �l filla_r1s a,.., who is personally known to me or who has produced ILL bL. who is MQ5 061 O e l -C frO As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this / g day of �; , 20 o6, by own to me or who has produced as identification and who did take an oath. ersonal y NOTARY PUBLIC: Sign: Print: My Commission E * * * * * * * * * * * * * * * * * * * * ** /- olcukt 2o2 U. v= Nosy Public - State of Florida , #1:0307676 ,. °''.o Bonded By National NotaryAssn Plans Examiner Engineer Zoning DESIGN WIND LOADS (PSF) 146.0 MPH Exposure C MEAN ROOF HEIGHT (FT) POSITIVE Zone 4 & 5 NEGATIVE Int. Zone (4) NEGATIVE End Zone (5) 23.5 51.1 -55.4 -68.4 Client: Skyes ACE Hardware ' L' �7T hOrnton .Tomasetti Group Project Manghem Residence 330 North Andrews Avenue, Suite 450 Address: 1065 NE 94 Street Fort Lauderdale, Florida 33301 Miami Shores, FL 33135 954.522.3690 Date: P:\FL1 \KA\ Engineering \DESIGN \LOADS\ASCE702 \SITE SPECIFIC\2006 \Sykes Ace Hardware \[ASCE 7 -02 Less than 60ft Manghe ASCE 7 -02 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES Basic Wind Speed, V = 146.0 m.p.h. (3 sec peak gust) Exposure Category = C Enter B, C, or D Importance Factor, I = 1.00 Non- essential facilities =1.0; Assembly /essential faciliti Effective Wind Area = 10.0 sq.ft. (10 sq ft or Tess provides max loads) Mean Roof Height (ft.) = 23.5 Rise /12" of Run = 3.0 Rf Slope (deg) = 14.04 Smallest Side of Bldg. = 40 Internal Pressure, GCpi = 0.18 Topographic Factor, Kzt = 1.00 Directionality Factor, Kd = 0.85 Positive GCp 4,5 = Negative GCp (4) = Negative GCp (5) = 1.0 -1.1 -1.4 q= 0.00256 *K *K *K *1 *Y p=q(GC BUILDINGS LESS THAN OR EQUAL TO 60 FEET inch 0 <= 10 reduces load, > 10 provides max load feet 0.18 for enclosed structures, 0.55 for partially enclosed structures For non hilly areas 0.85 for rectilinear structures and ASCE load factors, 1.00 for rectilinear structures and ASCE load factors with 33% increase in allowable stress 1. Wind loads are determined in accordance with ASCE 7 -02. 2. Wind load calculations are based upon a mean roof height of 23.5 ft. Contractor shall veri roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below u Ie�s values are labeled adjacent to a building opening and certified by a registered architect or rggfs ered professional engineer. 51.1 psf Positive y -55.4 psf Negative-Interior 4. This document shall be used for.crerglift3tiart f',11f lopdCoqly, installations stdllta,1 with component design drawings. Component installations at any elevatioti belovv roof are ac:64ptaillp. 5. End zones for this installation are those areas within 4 feet of the exterio,' comers of this buildfflq. 6. This document shall be valid.dtly therptvp841 an origiaal Agiature, date and eiriboqed eal • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • *00 • • �1S . Knezevich, P.E. FL License #41961 Thornton Tomasetti.Group, Inc. COA #7519 horizontal • er 24 • • • • .... • • .... • • • • • • • • • sW . • •• •• •• • • • • • • • •• :•b roorrl window;•;; • • • obscurve ..seme ••• •• 3 4A/ &A 1/9M /26s /E1/C'e is&5 q4/ sr R4/tki / £Meer PL. ?Z/ 443) casement 24 /2c& oS -//Z -1/ 31x50s r 1 —55.9 casement 24 4-5 - y - 5 I_ -- 5 , y Ca Sev .I c e s J.3 if casement casement 24 w /124-1/ r �o s/, . ) —(03. N S 9 -// E • •••• • •••• ••• • • • • . •••• • •••• • .• •••• Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /c' AM - WS S Permit No.e -/ ?/ Opening 11) 1 2 '-3 • • • • • (5 • • • • • ,. • 0. • • Description of Window or Door or Mullion C4seM C(/14-- td74. -' CASt,AIM1Y WtaaOir CAsC Two x11 .••. / ue/ • •• .. • trlfx/ • •• .. .. • SEM zon• • • •••• •�.� r•, ••• pre • • • • Product Acceptance Number 0S,112g - 11 DS .tI2A — ll cis T�3 - 06/L -1 06 -1/ GAS -// z9 - Product Approval Design Pressure ( +) PSF ( -) PSF 70 — 7 70 96 (6 -70 7 7d 7f 70 74 Opening Design Pressure ( +) PSF ( -) PSF r sc. 3/- • ,5CCf 0s/./ 03; / �5r4I / Rough Opening Size w SOs/s( La Shutter Required Yes / No A/0 A/0 Mullion Required Yes / No No NO /vv 470 N� Impact Yes/ No Yes yes y� t yES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 Jiirisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact L ABELING: 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 N11Asball Jproyidgd tIte user by the manufacturer or its distributors and shall be available for inspection attire job site at tlte fegitett Of the Building Official. This NOA revises NOA # 03- 0611.02p .one fists of This pege 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The skmitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • • . • . • . • • • • • • . • • • .. . ... ..... • • • • .. ... • .. .. • .. .. ••• . ... • • • • • • • • • • • • • .. .. ... • • • • ... • • • • • • • ... • • • • • • • • • • .. .. • ... • • MIAMI - DADE COUNTY, FLORIDA zMETRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com Ex Appro NOA No 05 1129.11 don Date: May 22, 2008 Date: February 23, 2006 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" L AMINATED GLASS COMPRISED OF (1) LATE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WI AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" 1 AMINATFD GI ASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED 01- (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16* 1.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16'" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUT1A OR DUPONT PVB INTERLAYER ▪ ®G. 13116' 14. COMPRISED OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPAtSt-'-D OF (2; LLS OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ▪ "i QNS: X, (X, Xb, OX, XOX AND O • 3. DESIGN PRESSURE 1liAt1NOS / COMPARATIVE ANALYSIS TABLES: .;..>:.NEGATJVUESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. • • • D. POSITIy'E�QESIGN 1 OADS� BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. .;�. DESIGN PRF�SSURES UNbER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D, FOR '• 3f'•QONFIGURVIIdNS SEE SHEET 5. • • • E: FOR "M" CONFIGU'RAflONS SEE SHEET 6. _ .. F. FOR 4,14 "XOX" & "p, nQI, FIGURATIONS SEE SHEET 7. • G. FOR - 4:X0X" & 0".PR "OX" CONFIGURATIONS SEE SHEET 8. •:..H. FOR UNEQUAL LIT% • X04, "XO" & "OX" CONFIGURAT IONS SEE SHEET 9. D4. ANCHONA+G6: 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. 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 LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED I ITE ONI.Y JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS'OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE T ES' REPORTS: FTL-3580, FTL -3582, F D- -3587, Fl L -3729, FTL4607 AND FTL -4608. s/y: 49T. Fx 3123/03 F.K. 7104. Hausa er CUM. F.K. 0/2.7105 iYa.cr tlY. 11,7 F.K. 12/17/02 ra.: B ADD 13 L G. B n!OVE GLAZING OE rAILS 10 SHEET 2 Re.lok.0 n.: D NO CHANGE THIS SHEET ADO 76'N,T. CJ ass TYPES FAND G RFVLSF. ANCHORAGE. 1070 7F0i4 04.00,Y MVP NOKOS1l3, EL 34Z/S P.C. BOX :529 NOKCI4S, FL 33274 x 1 4 x 0 x CONFIGURATIONS OPTIONS Pt T Visibly &tier x 0 1 x x 0 x x 0 x UNEQUAL LITES UNEQUAL LITES 0 0 x UNEQUAL LITES t NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT G4-740 NTS 1 a 73 1 7045 -8 ( D NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 rap- IIIMSE9 eta Orlon Ca.nd 1 urns A. Turner, P.E. PC 4459207 llec,anlcel Pound °y: F.K. F.K. Ran° F.K. Date: 3/25/09 w.: 7/10/X! arm: 505 ... newtons: B Revisions: Ro ons: D Drs. BY Q Cb•cMCd Br! Do, F.K. 0325/03 /'.@"'LAMINATED GLAZING DETAIL • • • • • .. .. • LED OR F • NEA N9 O THEN • 3/16" HEAT GLASS • . - STRENGTHENED •• : •• - • -4 \ GLASS 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS 5 ADD 13116. NO CHANGE THIS SHEET ADD 13/16'1,4441 L G. W/ 7/161AM15 CORRECT 5/16' LAMI DETAIL .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT -- .090 PVB INTERLAYER .65" NOM. GLASS BITE P.O. BOX 1529 NOKOMIS, FL 34274 1 /8" HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/6" ANNEALED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PGT Visibly Better 3/8" AIR SPACE m 11 ro ' .65" NOM. GLASS BITE 13/16" 13/16" I.G. W/ 7/16° LAMI GLAZING DETAIL CA-745 13/16" 13/16" I.G. W/ 5/16 LAMI GLAZING DETAIL -- 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS ia. ALUMINUM CASEMENT WINDOW, IMPACT Stelr Sheet raft No. OL.z,- ( /2// -( Lucas A. Turner; P.E. PE 956201 Mechanical • .• •.• ® 1/8" ANNEALED OR 090 PVB INTERLAYER HEAT STRENGTHENED GLASS � 1-•-• 1/8" HEAT STRENGTHENED GLASS 31- • ••• • • • • • .. • •. l • • ..•.•. ••••. •• • • 3 /16 "AN • .. • • •• ••• I j�AT SIRE • • • •• ..• •. • . - • • NTS 2 13 7045 -8 CENTERLINE • • •• • • • • . • Rn°d By F.K. Roxd By F.K. Rand 97: F.K. Draw" er: F.K. 3/25/03 7/10103 Dale: 623/05 12/17/02 Revlsku r B RarkW C R- Aaa,n.. D Chocked By. • •. • • • • • ••.. .•.• • • ••.• • ANC�(-1‘11 • • •: • LbCATIONS , • • (S!t SHEFJ.1.: • • NOTE 4) • • • • • • •.• ... 13° MAX. O.C. t MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) • • • •. • SEE MID -SPAN • ANCHOR DETAIL • • • TYP. (2) .a .• • 30" MAX. • • DAYLIGHT ••* • • OPENING •••4•• • • • • SEE MIb.SPAN ANCHOR DETAIL -\ TYP. (2) 4" MAX. I 4" MAX. ---- ANCHOR LOCATION TYP 37" MAX. VENT TYP. CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76"AND MAX. DLO TO 69' mm. 4' MAX.— ANCHOR LOCATION MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. __ I ' 4" MAX. 30" MAX. - DAYLIGHT OPENING 13" MAX 0.C. ( - 1 1 ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vi ifil e@etter • s r,.MOa.r CA -740 69' MAX. _ DAYLIGHT - OPENING A 76" MAX. HEIGHT "XX" & "XOX" ELEVATIONS NTS 74" MAX. WIDTH 30" MAX. — DAYLIGHT OPENING / N. X SEE MEETING RAIkDETAIL TXP. (2) 14 112" MAX. O.C. TYP. ELEVATION 'B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED 1 SEE MEETING RAIL DETAIL TYP. (4) ALUMINUM CASEMENT WINDOW, IMPACT 3 . 13 7045 -8 I 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT ?WWI UMW s�� sk. 1 Za • I^+yfT71 re A Z- Lucas A Turner. P.E. PE 958201 Mechanical ITS I I / �- \\.. / 1 \ N <, / \ i • _. .._ /\ XIS J \ 0 1 16y ii / y CENTERLINE • • •• • • • • . • Rn°d By F.K. Roxd By F.K. Rand 97: F.K. Draw" er: F.K. 3/25/03 7/10103 Dale: 623/05 12/17/02 Revlsku r B RarkW C R- Aaa,n.. D Chocked By. • •. • • • • • ••.. .•.• • • ••.• • ANC�(-1‘11 • • •: • LbCATIONS , • • (S!t SHEFJ.1.: • • NOTE 4) • • • • • • •.• ... 13° MAX. O.C. t MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) • • • •. • SEE MID -SPAN • ANCHOR DETAIL • • • TYP. (2) .a .• • 30" MAX. • • DAYLIGHT ••* • • OPENING •••4•• • • • • SEE MIb.SPAN ANCHOR DETAIL -\ TYP. (2) 4" MAX. I 4" MAX. ---- ANCHOR LOCATION TYP 37" MAX. VENT TYP. CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76"AND MAX. DLO TO 69' mm. 4' MAX.— ANCHOR LOCATION MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. __ I ' 4" MAX. 30" MAX. - DAYLIGHT OPENING 13" MAX 0.C. ( - 1 1 ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vi ifil e@etter • s r,.MOa.r CA -740 69' MAX. _ DAYLIGHT - OPENING A 76" MAX. HEIGHT "XX" & "XOX" ELEVATIONS NTS 74" MAX. WIDTH 30" MAX. — DAYLIGHT OPENING / N. X SEE MEETING RAIkDETAIL TXP. (2) 14 112" MAX. O.C. TYP. ELEVATION 'B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED 1 SEE MEETING RAIL DETAIL TYP. (4) ALUMINUM CASEMENT WINDOW, IMPACT 3 . 13 7045 -8 I 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT ?WWI UMW s�� sk. 1 Za • I^+yfT71 re A Z- Lucas A Turner. P.E. PE 958201 Mechanical • • • • • • • • • • • • • • • • •• • • • • • • • • • • • 1-4INRIE LOCAIE APPROX. • 1=LVSH AGRINSTISAM, • .V I VAL HEAD'Et HINGE d�7QIL •• • • • ••• •• •• • • •••• • 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL - SHT. -4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. • •• • • • • • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4° MAX 4" MAX. 37" MAX. WIDTH 60" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 1 14 1/2" 4" MAX.- 1 I-- MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) 30" MAX. 53" MAX. -- DAYLIGHT OPENING DAYLIGHT OPENING 37" MAX. VENT - 69" MAX. DAYLIGHT OPENING 97" MAX. WIDTH 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 1 1---.413" MAX. O.C. 60" MAX. FIXED 76" MAX. 13" HEIGHT MAX. O.C. 4° MAX. 4" MAX. r — T 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING L ito ....awag e4cr REvrsen •M! r4 b1er10 NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION G 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 1 (Vs f /Or Rend9r F.K. NYrod "r F.K. !T°wd F.K 3/2&03 &23 .V5 Wa"' 7/10/03 B lieufslarx c wwsas.: D Damn ar nt.. cr'cdrcd ey F.K. 12/17/02 F.K. CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 5 HINGE LOCATION NOTES CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 A.O.80X 1529 NOKOMIS, FL 34274 PGT VliffibblieBetzer CLealpliar 'X ", "0", "X0" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT See edmat CA - 740 ,ter: Wo NTS 4 d 13 Ornsing rbr D Lucas A. Turner, P.E. PE *58201 Mechanical Dab: 7045 -8 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.0901 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 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 POS 191/8 A -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -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 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 30.0 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 70.0 -90.0 70.0 -90.0 70.0 32 • A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 ti, -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0_ -84.4 70.0 • • 34 • • ; ./), • -75.0 .70.% 6 75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 •Ii,F - 75.0 . 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r "'p M14P1 . W ai • 1 * . 4. . • 36 • • • •p -75.0 '70 0 -76.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 0 B,E -75.0 •7 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - -41.1 70.0 -75.0 70.0 • 37' 'Q • -75.0 .7b'Q'-15.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 - 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 -38.6 38.6 • •I B,E -75.0 pfd tf5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 i TABLE 2. • "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 • •• • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) • • ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 • • • • • • TABLE•3�k • "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -WI 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -555.0 55.0 MOTES: X Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1 /4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69,6 P.S.F. `� Lucas A Turner, P.E. PE 201 PE 458 401 O"h: 325+D ADO GLASS TYPE E TO TABLES 1 & 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P. O. BOX 1529 NOKOMIS: FL 31774 � - Osbi6r PRESSURES- X CONFIG. WINDOWS Dea 7/10.03 NO CHANGE THIS SHEET 7 ALUMINUM CASEMENT WINDOW, IMPACT q�p Y � Y 4� LL 623/75 q4 ,. 12/17/02 Lit REVISE ANCHORS 5 ADD 7r HEIGHT OPTION _�' Visibly Read,. 5 a 13 I AN' 7045 -8 _ I D • • •• 6 •••• • • •••• • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 Nt(i - POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS WIDTH NtL7 NOS Nt(i PUS NtLi PUS Nti NUS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 I -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4. - 63.9 63.9 - 60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 0 A0 : 7y0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 ' • :72 E1, ;T5.0 70.0 t75.2 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 ••••74 ! A. .I$.0 70. -75.0 70.0 -73.7 70.0 _ -67.9 67.9 _ -59.0 59.0 -52.8 52.8 _ -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 • r ' 13LE4. •••••• • • ' tAZINGC 110I1S: • •• • •••• • • "XX" WINDOWS B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) • TABLE 5. • . • "XX" WINDOWS TEST REPORT: FTL -3580 • IF • .•• • • • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) .•• •••• • • • • • ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 TEST REPORTS: FTL -3582, FTL -3729 E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X X C� i v /aS Rend ar: F.K. Darr 6/2305 D Dfm. ey: Dale: awaked eY. on: F.K. 12/17/02 REVISE ANCHORS B ADD TABLES 76" HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS. FL 30274 Visibly Better Osueforr PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT e.l."aae+ CA -740 sue: I s-. uurv,v NTS I 6 " 13 7045 -8 D Lucee A. Tamer, P.E. FE +658201 Mechanleal 1 1 36 37 391/2 42 45 48 '51512; • 1 118 •••• •A•1 •••• 5512' •••• • • • • 581/2 74 79 84 90 98 'C,F - A: -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 0 -00.0 ,45.0 101 11U. 'C,F A -75.0 106 3/8 B,E -75.0 set ' - e0 0 A •.75.0 108 B,E -750 A -75.0 111 B,E -75.0 :C F -80.0 . A , -J &0 114 814 ,-35.0 117 -90!0 'C,F 90.0 A -74.2 B,E -75.0 C,F -90.0 -72.9 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 1-60.8s -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 G0.8 70.0 70.0 70.0 i -5867 5117 70.0 b -teCP 78.0 70.0 - . 99.0 70.0 ri8,1 '65.2 70.0 - /54 .7 0 . 0 70.0 0 -90.0 78.0 70.0 -57.1 57.1 ro.o' - 7yt 7110 70.0 !aoo 6 78.0 70.0 •-58.3 466.2 70.0 v 450 70.0 -90.0 70.0 70.0 -55.0 55.0 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -53.4 53.4 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 - 54.6 - 75.0 - 90.0 -51.1 -75.0 -90.0 - 48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 527 -75.0 -90.0 45.4 -50.0 70.0 -75.0 70.0 88.6 44.5 -49.1 70.0 -75.0 70.0 -86.9 43.3 -47.5 70.0 -75.0 70.0 -84.3 42.1 -48.2 70.0 -75.0 70.0 -81.8 40.9 -44.8 70.0 -75.0 70.0 -79.4 39.7 -43.5 70.0 -90.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 482 70.0 70.0 44.8 70.0 70.0 43.5 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -812 -48.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 52.8 70.0 70.0 49.8 70.0 70.0 58.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.8 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68:4 -412 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 '46.9 70.0 70.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 - 90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 - 75.0 -43.5 -75.0 -70.3 44.2 -42.2 70.0 -75.0 70.0 -66.5 43.4 -41.9 70.0 -75.0 70.0 -65.4 42.2 -40.8 70.0 -75.0 68.4 -63.6 41.2 -39.8 70.0 -75.0 66.7 -61.8 40.2 -38.7 70.0 -75.0 64.9 -60.4 39.2 -37.6 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -48.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 -40.1 40.1 -75.0 70.0 83.0 83.0 - 39.8 39.8 -75.0 70.0 -61.8 61.8 -39.1 39.1 -75.0 70.0 - 60.1 60.1 38.5 70.0 58.7 37.6 70.0 57.3 38.7 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 - 87.4 -44.3 -75.0 -79.7 - 42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 - 38.0 38.0 -75.0 70.0 - 60.0 60.0 - 37.6 37.6 -75.0 70.0 - 59.1 59.1 -37.2 37.2 -74.3 70.0 - 57.5 57.5 - 36.7 36.7 - 73.3 70.0 - 55.9 55.9 - 36.1 36.1 -72.2 70.0 - 54.5 54.5 - 35.5 35.5 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 - 83.2 -41.9 - 75.0 -75.6 -39.7 -75.0 -692 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -38.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 55.01 55.0 - 55.0155.0 -55.01 COMPARATIVE ANALYSIS TABLE 6. 60 WIDTHS 120 "O" &'1/4 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (118 "HS,.090.118 "HS) C. 7/16" LAMI (3/16°A,.090,3/16'HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8 "HS) F.13/16" LAMI (1B "A,AIR SPACE, 7 /16" LAMI- W/ 3 /16 "A,.090,3/16 "HS) HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 67 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E -55.01 55.0 48.1 - 55.0155.0 43.9 70.0 70.0 - 53.81 53.8 45.3 70.0 70.0 -52.81 52.8 70.0 70.0 51.11 51.1 42.5 70.0 70.0 - 49.4149.4 41.3 70.0 A 69.0 40.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 _ C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 591 _ -55.9 55.9 - 53.0 53.0 -50.0 50.0 -46.3146.3 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 7A. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16° LAMI (3116"HS,.090,3/16"HS) G. 13/16" LAMI (118"AAIR SPACE, 7 /16" LAMI -W/ 3/16 "HS,.090,3 /16"HS) ALL "O" SIZES LIP TO 60" WIDE x 76" HIGH AND ALL "1/4 -1/2 -114 XOX° SIZES UP TO 120" WIDE x 76" HIGH 1- 55.0155.0 R°wd ay: Dab,: R°NWau: F.K. 3/25 B Br F.K. Rend By. F.K. Deft: 6/23/05 R"Wbv' D MO: 7/1003 Row Hu C Da. GucM Br Dam: 12/17/02 ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HT. OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P S T Vlsi *f3/ Better SwRMecOtt CA -740 era4 NTS -55.01 55.0 -55.01 55.0 -55.01 55.0 -47.81 47.8 A SM"C 7 > 13 72 NEGIPOS -55.01 55.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 -49.4149.4 -48.4148.4 -46.8146.8 - 45.2145.2 - 43.8143.8 X2.8142.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Daal. W. 7045 -8 76 NEG1POS 55.0 -55.01 55.0 -55.01 65.0 -55.01 55.0 -55.01 55.0 53.21 53.2 -55.01 55.0 -52.61 52.8 -49.6149.6 -46.21 46.2 -45.2145.2 -43.6143.6 - 42.6142.6 -41.71 41.7 -40.8140.8 DMd6iMr PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT O PROMO'i tniseD MME tlee 6Lt1! E Q• mewling D z C-Z1 ✓2 1/ Lucas A. Turner, P.E. PE 958201 Mechanical ommn Ry, F.K. 1 '-, 2 0 .,. n 1 1 36 37 391/2 42 45 48 '51512; • 1 118 •••• •A•1 •••• 5512' •••• • • • • 581/2 74 79 84 90 98 'C,F - A: -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 0 -00.0 ,45.0 101 11U. 'C,F A -75.0 106 3/8 B,E -75.0 set ' - e0 0 A •.75.0 108 B,E -750 A -75.0 111 B,E -75.0 :C F -80.0 . A , -J &0 114 814 ,-35.0 117 -90!0 'C,F 90.0 A -74.2 B,E -75.0 C,F -90.0 -72.9 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 1-60.8s -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 G0.8 70.0 70.0 70.0 i -5867 5117 70.0 b -teCP 78.0 70.0 - . 99.0 70.0 ri8,1 '65.2 70.0 - /54 .7 0 . 0 70.0 0 -90.0 78.0 70.0 -57.1 57.1 ro.o' - 7yt 7110 70.0 !aoo 6 78.0 70.0 •-58.3 466.2 70.0 v 450 70.0 -90.0 70.0 70.0 -55.0 55.0 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -53.4 53.4 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 - 54.6 - 75.0 - 90.0 -51.1 -75.0 -90.0 - 48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 527 -75.0 -90.0 45.4 -50.0 70.0 -75.0 70.0 88.6 44.5 -49.1 70.0 -75.0 70.0 -86.9 43.3 -47.5 70.0 -75.0 70.0 -84.3 42.1 -48.2 70.0 -75.0 70.0 -81.8 40.9 -44.8 70.0 -75.0 70.0 -79.4 39.7 -43.5 70.0 -90.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 482 70.0 70.0 44.8 70.0 70.0 43.5 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -812 -48.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 52.8 70.0 70.0 49.8 70.0 70.0 58.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.8 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68:4 -412 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 '46.9 70.0 70.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 - 90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 - 75.0 -43.5 -75.0 -70.3 44.2 -42.2 70.0 -75.0 70.0 -66.5 43.4 -41.9 70.0 -75.0 70.0 -65.4 42.2 -40.8 70.0 -75.0 68.4 -63.6 41.2 -39.8 70.0 -75.0 66.7 -61.8 40.2 -38.7 70.0 -75.0 64.9 -60.4 39.2 -37.6 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -48.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 -40.1 40.1 -75.0 70.0 83.0 83.0 - 39.8 39.8 -75.0 70.0 -61.8 61.8 -39.1 39.1 -75.0 70.0 - 60.1 60.1 38.5 70.0 58.7 37.6 70.0 57.3 38.7 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 - 87.4 -44.3 -75.0 -79.7 - 42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 - 38.0 38.0 -75.0 70.0 - 60.0 60.0 - 37.6 37.6 -75.0 70.0 - 59.1 59.1 -37.2 37.2 -74.3 70.0 - 57.5 57.5 - 36.7 36.7 - 73.3 70.0 - 55.9 55.9 - 36.1 36.1 -72.2 70.0 - 54.5 54.5 - 35.5 35.5 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 - 83.2 -41.9 - 75.0 -75.6 -39.7 -75.0 -692 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -38.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 55.01 55.0 - 55.0155.0 -55.01 COMPARATIVE ANALYSIS TABLE 6. 60 WIDTHS 120 "O" &'1/4 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (118 "HS,.090.118 "HS) C. 7/16" LAMI (3/16°A,.090,3/16'HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8 "HS) F.13/16" LAMI (1B "A,AIR SPACE, 7 /16" LAMI- W/ 3 /16 "A,.090,3/16 "HS) HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 67 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E -55.01 55.0 48.1 - 55.0155.0 43.9 70.0 70.0 - 53.81 53.8 45.3 70.0 70.0 -52.81 52.8 70.0 70.0 51.11 51.1 42.5 70.0 70.0 - 49.4149.4 41.3 70.0 A 69.0 40.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 _ C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 591 _ -55.9 55.9 - 53.0 53.0 -50.0 50.0 -46.3146.3 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 7A. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16° LAMI (3116"HS,.090,3/16"HS) G. 13/16" LAMI (118"AAIR SPACE, 7 /16" LAMI -W/ 3/16 "HS,.090,3 /16"HS) ALL "O" SIZES LIP TO 60" WIDE x 76" HIGH AND ALL "1/4 -1/2 -114 XOX° SIZES UP TO 120" WIDE x 76" HIGH 1- 55.0155.0 R°wd ay: Dab,: R°NWau: F.K. 3/25 B Br F.K. Rend By. F.K. Deft: 6/23/05 R"Wbv' D MO: 7/1003 Row Hu C Da. GucM Br Dam: 12/17/02 ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HT. OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P S T Vlsi *f3/ Better SwRMecOtt CA -740 era4 NTS -55.01 55.0 -55.01 55.0 -55.01 55.0 -47.81 47.8 A SM"C 7 > 13 72 NEGIPOS -55.01 55.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 -49.4149.4 -48.4148.4 -46.8146.8 - 45.2145.2 - 43.8143.8 X2.8142.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Daal. W. 7045 -8 76 NEG1POS 55.0 -55.01 55.0 -55.01 65.0 -55.01 55.0 -55.01 55.0 53.21 53.2 -55.01 55.0 -52.61 52.8 -49.6149.6 -46.21 46.2 -45.2145.2 -43.6143.6 - 42.6142.6 -41.71 41.7 -40.8140.8 DMd6iMr PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT O PROMO'i tniseD MME tlee 6Lt1! E Q• mewling D z C-Z1 ✓2 1/ Lucas A. Turner, P.E. PE 958201 Mechanical ommn Ry, F.K. COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 GLAZING OPTION: A. 5/16" LAMI (178 "A - .090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 I -75.0 70.0 -75.0 70.0 I -75.0 70.0 -75.0 70.0 I -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 1-75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70M -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -7.5.0 70.0 l -75.0 70.0 - 68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 1-56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 - 58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 ; 1(19 4 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39 7 • • •721 _ 11L • A _ -7 /.Q ' 70.e -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 _ -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 1 1 1 3 3 3 X 0 X • • • 1•••• e •TABLE9.. •• • • • • • • , • � • • • • "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 •••• GLAZING OPTIONS: • B. 5/16° LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) •_•• • • • • • • • • •:AI•L "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 •••• • • •••• • •••• TABLE 10. • • •••• "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 • • • GLAZING OPTION: C. 7/16" LAMI (3/16 °A,.090,3 /16 "HS) • • - . AiLL "XO" OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A.• • •,, • "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/3 -113 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. F.K. Rmral BT R"rad eye F.K wmrss F.K Ora"" Br F.K. Dew 3.15/33 Da•: 7/10433 623,35 Data: 12117/02 RerOgar: 8 MsvWUec Revisions: D Clerked sr • • • ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION 0e* 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT gaffer-abut CA -740 NTS asses 8 a 13 OreeeN Me, 7045 -8 X O O X PRON./Cr rr set th Agatilheat Lucas A. Turner, P.E. PE 958201 Mechanical . TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/18" LAMI (3/18"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 63° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97° WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -90.0 70.0 • • • • • • • • "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL-4608 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7 /16° LAMI (3/16 "A,.090,3 /16°HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090;1 /8 "HS) F. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT 134 • • 123.135 • •••c •2811000 •••• • • •1 130.378 •••• • 34 38• •• 34.791! •tf • 35.896 -0 • • - • A 31.014 B,E C.F A 38.919 B,E C,F A 42.973 B,E C,F A 48.649 B,E C,F A 51.892 B,E C,F •• A X21 B,E •�� C,F • A 55.135 B,E • C,F •• A 51.418 B,E • C,F •••• A • 8.209 B,E C,F • A 58.B}8 B,E ••• C,F NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG - POS - NEG - - POS - NEC POS NEG{ - POS - NEGIPOS -NEG1 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 r75.0 '-@do 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 30.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -69.1 69.1 -75.0 70.0 -90.0 70.0 -60.5 60.5 -75.0 70.0 -90.0 70.0 -53.5 53.5 -75.0 70.0 -90.0 70.0 -49.9 49.9 -75.0 70.0 -90.0 70.0 -47.3 47.3 -75.0 70.0 -90.0 70.0 -46.8 48.8 -75.0 70.0 - 90.070.0 -45.5 45.5 -75.0 70.0 -90.0 70.0 -43.6 43.6 -75.0 70.0 -90.0 70.0 -43.5 43.5 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -63.4 83.4 -75.0 70.0 -90.0 70.0 -57.2 57.2 -75.0 70.0 -90.0 70.0 -50.4 50.4 -75.0 70.0 -90.0 70.0 -46.8 46.8 -75.0 70.0 -90.0 70.0 - 44.0 44.0 -75.0 70.0 -90.0 70.0 -43.6 43.6 -75.0 70.0 -90.0 70.0 -42.6 42.6 -75.0 70.0 -90.0 70.0 -41.2 41.2 -75.0 70.0 -90.0 70.0 -41.0 41.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -732 70.0 -68.3 88.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 50.9150.9 -47.71 WIDTHS VENT FIXED 19.125 24 27 30 32 COMPARATIVE ANALYSIS TABLE 11. -90.0 47.5 33.8/6 ••• 37 60 R...4 By: Gates F.K. 325/03 R. 4 y. Gate: F.K 7/101W3 Itentl ate F.K 6234X R.,nlur: 8 R"vhbrn: D Caws Br G.te: C.1.2b0 Oy Oste: F.K 12/17102 54 - 58.1 58.1 -75.0 70.0 26 -36 38 3/8 43 -74.1 70.0 -75.0 70.0 75.0 70.0 •-7$0 75.0 -gaa �a.o 4'8'.q •78.0 l-09e4 41.0 -040 •0.0 ° -Z4,1,70.0 75. 0 � 75. 70.0 -9Q0 70.0 • /p.0 40.0 76.0 A -72.9 B,E -75.0 C,F -90.0 70.0 -42.2 70.0 -75.0 70.0 -90.0 42.2 -39.7 70.0 -75.0 70.0 -90.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -51.3 -75.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 39.7 -43.5 70.0 -75.0 70.0 -77.1 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 51.3 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HEIGHT OPTION 48 -64.9 64.9 -75.0 70.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -47.4 -75.0 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 47.4 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50 5/8 -60.6 60.6 -75.0 70.0 -75.0 -90.0 -52.6 -75.0 -90.0 -482 -75.0 -45.5 -75.0 -42.8 -75.0 -69.4 -42.4 -75.0 -88.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 '-63.3 P.O. BOX 1529 NOKOMIS, FL 34274 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 45.5 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 85.3 40.3 70.0 85.1 39.2 70.0 83.3 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -42.7 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -68.3 66.3 -63.1 63.1 - 55.0155.0 - 55.0155.0 - 52.2152.2 -75.0 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -402 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 42.7 70.0 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 Visibly Retter 57 -58.1 56.1 -75.0 70.0 -90.0 -41.8 -75.0 -90.0 -462 -75.0 -81.9 -42.0 -75.0 -40.7 -75.0 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 40.7 70.0 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9 13 T 60 -53.3 53.3 -75.0 70.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -38.6 -75.0 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -38.1 -72.3 -54.6 -35.5 -71.0 -53.0 a•te..car. CA -740 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 38.6 70.0 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 38.1 70.0 54.6 35.5 70.0 53.0_ 63 -50.5 50.5 -75.0 70.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -36.6 -73.2 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 70.0 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 Sob: Sheer NTS 67 -55.01 55.0 -55.01 55.0 -52.11 52.1 -51.51 51.5 -50.1] 50.1 -48.01 48.0 72 I 55 -55.01 55.0 47.71 47.7 45.81 45.8 -43.91 43.9 -43.81 43.8 42.81 42.8 76 47.7 -55.01 55.0 -43.0143.0 41.91 41.9 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12A. ''XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0' or "OX" SIZES UP TO 97' WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Tar ALUMINUM CASEMENT WINDOW, IMPACT 0 0 UNEQUAL LITES UNEQUAL UTES mirk sk. maim as Lucas A, Turner, P.E. PE #58201 Mechanical 13 • • MAN, HENHT SEE SF/T9. .8 4) Rend ay:: Rombnr F.IC 3/2$t13 8 ADD 13/16' I.G. GLAZING BEAD ITEM Rend By: doe Rnbla,.: F.K. 7/10/03 C SHOW TOP HINGE r F.K. 6/2305 D CHG SHT. NO. REF. AND ADD ITEM 89 Drar.2y uw: Gact.d : qr• : F.K. 12/17/02 VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A PST Visibly Better MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX _-I WWW MAX. VENT ( DAYLIGHT OP ENING MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Omoilgor SECTIONS CA -740 MAX. VENT I -- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMPACT Scala NTS 10 a 13 1 7045 -8 REFERENCE "XO" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 11® w.: f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 niOD11CT REVISED ailles Code i �Inlr Asip4eas Me • t..]Fza. Dade Must 1 r4vor Lucas A. Tumor, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB 1 W • • • ...... • • ..1 ... .1 ... • • .."... • • • • ..4 •.. "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 R"w0 6y. D : F.K. 325/03 Raved ay. Deb: F.K. 7/10/03 Rowel By. Dab: F.K. 623/05 Data F.K. 12/17/02 "X" FRAME JAMB "X" FRAME JAMB . .. "0" FRAME JAMB "XO" & "XOX" FRAWASSEMBLY DETAIL .. • • • ... .... • FRAME HEAD OR SILL Rerwcns B R0100 C #8x1•QUAD PH SMS 4) PtR CORNER NO CHANGE THIS SHEET NO CHANGE THIS SHEET R"rbbm: D ADD ITEM 89 Crorbtl By Deb: #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL PST Visibly Better LI 1.376" .095" I TO CA -740 NTS 5w": 11 a 13 CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 34" 2.854" .062" NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. Imo--- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT D 7045 -8 .062" NOM. - 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A a nog 1.1 7C 5 Lucas A i'ame;, P.E PE 1/58201 Mechanical 2.919" PARTS LIST CONT. PARTS LIST ITEM DWG # DESCRIPTION PGT. # DESCRIPTION I 7002A 74 7016 MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781 PQA #8 X I QUAD PH SMS 3 7008 FIXED WINDOW - FRAME HEAD, SILL& JAMBS FRAME.. CORNER KEY 4 78IPQA #8 X 1 QUAD PN SMS 82 1/2'X1I2'XI/8" CLOSED-CELL FOAM TAPE 5 7003A 83 7007 SASH - TOP, BOTTOM & SIDE RAILS 6 1 155 7047 78IPQA #8 X I QUAD PH SMS 7 7017 13/16" 670I7K BULB WEATHERSTRIP .187X.240 8 7009 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = SASH CORNER KEY 9 7024 13/16" "HS, R SPACE, 7 /16 "LAIvII) 7/16" LAMI = LG. GLASS (I/8 AI MAXIM MULTI -POINT LOCK , 10 7026 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) LOCK SUPPORT PLATE 11 #I0-24 X .562 PH. PN. TYPE F 12 7014 MULT1-LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE. RAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 :7032 STUD BRACKET (LH. & R.H.) 2P •••• 7858ZA • #8 X 5/8" FLT. PHL SMS • 24 7&13• • • : OPERATOR TRACK & SLIDER (DUAL ARM) 1 ..P4 •7. . • _ _ SNAP -ON HANDLE 25 7023 • • • 12" HINGE (HEAVY DUTY) 26 7115x1' • • #10 X .500 PH. PHL. • • • • • • • • • • • • • • • • • • • • • • • 5/16' LAMINATED (1 /8A & l /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB • • • . • • • • • • • 5/16' LAMINATED (1/8115 & l/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB • • • • 34 • • 7/16' LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB • • • . • 33 • • • • • • • • • • 7/16' LAMINATED (3 /16HS & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB • • 648 7016. • • • GLAZING BEAD (5/16 ") 41 %M.. • GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTI I 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12X I" PH. PHIL. TEK. 69 7011 JOCK SUPPORT PLATE. 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW - FRAME HEAD, SILL& JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) SG 13/16" 1.0. GLASS (I/8 "HS, AIR SPACE, 5/16 "L1M1) 5/16" LAMI = (2) L.TTES OF 1/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVR 88 13/16" "HS, R SPACE, 7 /16 "LAIvII) 7/16" LAMI = LG. GLASS (I/8 AI 3/16115 & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLU1IA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) R..dBy F.K. Rr°si Ry F.K Rend By F.K. Oar. 325/03 Dar: 7/10/017 623/78 &awl 6! Wk: _ F.K. _12/17/02 Amnions: B Rnisio"c C R"NEb"c D . Chocked By' DSc: ADD 13/16' LG. GLASS IS GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .040" .423" Visibly Better P T•r 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° r - .050" .865" 0 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 1.000" 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 Ssw iodt 64-740 snr NTS 993° �Er .289n .040" .172" .870" .870" .062" PARTS LIST & EXTRUSIONS .050" F— — .569° 0 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" —, 1.124" I-- r• .093" °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT 12 a 13 7045 -8 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 i 2.701 i 9 Y * 99 • Ta•Ilihmaib Ji "AliikAr l ! 117s i/o Lucas A. Tumor, P.E. PE 858201 Mechanical • "•••• • • 1 •••• • • • 1•S•S • • • l••s• • • .II ••.. A 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM -1 ASEE NOTE 2 Hotrod ey Dots. F.K. 325.03 Rewdey omr. F.K 7/10403 R.adBy. D. F.K 6/23/05 Dram By. Dab: F.K. 12/17/02 • .. • • • • .• Rev& 2 Rovhlonn C Rovhcr°: 0 ChM cd ey Valle 11/2" L.__ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • •. • • • • •••• • .• • •••• • • • •1 /4 "MAX.SHIM •• •••• ••• • SEE NOTE 1 .. •• • • NO CHANGE THIS SHEET NO CHANGE THIS SHEET A lx WOOD BUCK (SEE NOTE 3) A SEE NOTE 1 A SEE NOTE 4 REVISE NOTES AND REMOVE 3/16- TAPCONS 6 214 SCREWS • ...• . . • • .... • . • . • . • ••• • • •. •. • • •••• • • • 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 20X 1529 NOKOMIS, FL 30274 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • 11/4 " MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 SEE NOTE 4 &SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. P „T Visibly Better Ossolufar ANCHORAGE DETAILS 1. ALUMINUM CASEMENT WINDOW, IMPACT SerieritkAt C4 -740 NTS tar orpio "n 13 a 13 7045 -8 A 1 x WOOD BUCK (SEE NOTE 3) 1 /4" MAX. SHIM --{ 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK R"! A SEE NOTE 4 r o t iiw .. Z i 0 ( 111cas A. Turner, P.E. PE 050201 Mechanical MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 salcs, 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 jobsiteat the request 0f ttte $tiilding Official. This NOA revises NOA # 02 - 0305.02 and, dbjtsist of th3s IIa tad evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • .••• • ••• • • • • ••• • • • • • • • • • • • • • 060 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • 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 Expi Ap NOA No 03-0612.06 tion Date: May 20, 2007 val Date: Aprll 08, 2004 Page NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX / KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF 0 DUPONT BUTACITE OR SAFLEX / KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P18 LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMLM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8' HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16' LAMINATED GLASS. THE 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 FIB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) CITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8" MAX 33 5/8' MAX DAYUGHT --� DAYUGHT OPENING OPENING /4" MAX UTE GHT L ING 0 1 " MA 11 1 j x rI 1 6" 58 FIXED DAYU OP 63' MAX HEIGHT 6" MAX. 4" MAX TEM 2 FIXED MEETING RAIL (Alum. 6063HS -T54 4054A 3 SASH MEETING RAIL Alum. E063HS -T54 4006C 4 SASH SIDE RAIL (Alum. 6063 -T5 5 GLAZING BEAD :Alum. 6063 -T5) 6 WINDLOAD ADAPTER 5 7 8' RIGID PVC 7 FLANGE FRAME HEAD Alum. 6063 -T5 8 FLANGE FRAME SILL Alum. 6063 -T5 9 FRAME SILL ADAPTER _I Alum. 6063 -T5 10 SASH TOP /BOT. ;SAIL Alum 606 -T5 11 SCREEN RETAAINEUAlum. 6063 -T5 12 5/16" (( UTES OF 13 5/16" (.350) LAMINATED USING 2 UTES 1/8 14 ANTI -UFT CHANNEL (Alum. 6063 -T5) 15 1110 x 1.000 Ph. Fl. SMS 16 17 18 21 22 23 24 57" MAX VENT DAYUGHT OPENING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION FLANGE FRAME JAMB (Alum. 6063 -T5 6 x 1.000 PH. PAN SMS WEATHERSTRIP. 11-JN WALL BULB VINYL X18 x .500 PHIL Fl SMS 19 118 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS 25 WSTP .270 x .17 V.T. / ' Ftoben L. a& P.F. nom V12 = axxw>r IN 612244 710X1 + 76X1PPA 6TP247 7856A 781P 7BRWHL2 26 SIUCQN 62899 27 WEATHERSTRIP. BULB VINYL 6TP249 1 (0 midspan of frame sill) 4 OTY. /LOCATION 1 8 ANNEALED GLASS HEAT STRENGTHENED GLASS 1 0 midspan of vent) 4 Windlood Adapter screws) 2 for onti -lift channel 8 1 per Glazing Bead 2 Sweep Latch screws 4 when usinq 2 Sweep Latches) A 22 Frame ent as • screws P6T.114 , XX - - 7 -M10 250 7 'L14C - 7(1312 2 per Roller Housin VINYL -TECH P.G.T. c• o c 0 BACK, FIN SEAL 61062W 2 Ovent top bot rails & mtge. CHLEGEI „gg,j,QU1V FS•7826 -Y87 , ^4' DOW CORNING 830 CR• 995 1 SO vent iamb roil , PLAST� CS. rP -249 o e090 11 8 MS) c. o 8 SPACE 5 16 LAMI 1 8 INDALEX V M 1 0 MEETING RAIL « c . , CHLEGEL 0 , O 9D 1 29 13/16' I.G., 1 {8 STRENGTHENED GLASS, 3 8 SPACE 5/16 LAMI (1/8 A 30 GLAZING BEAD 413/16' I.G.) 6063 -T5 14067 31 WSTP, .187 x 230 BACK, FIN SEAL 11060 32 13/16” I.G., 1/8" HEAT STRENGTHENED GLASS. 3 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS BEALL&_5ILL: MAX. 6" FROM CORNERS. MAX 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE MAX. 15" SPACING. JAMBS; MAX E" FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHU1ILNS REQ'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 71096 1 1 11.5 from ends -vent mtg. rail MINIATURE CIE ' ASTING 2 of height is >= 42"2 70250 3 1 Omidspan /2 1/4 from ends�MASTER TEL ' 70251 3 /1 Omidspon /2 1/4" from tif�dbY MASTER TOOL c" 2 O eo. end of vent to roil :ASTE TOOL 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Roved By. F.K. Roved By. F.K. Reed By F.K. Roved By F.K. TRW: SolosModet HS -710 1 2/29/03 7/23/03 4/ 4/03 9/6/02 • .• 0 0t, fe• & PER `SHTc6.0 �ao e e e e A te- �rA� a e c Do 0 • •. Ago Redstone G- Ra104E I18I 29 PASS Reeekove F--Al20 /995;OfEU26 E- 2,3,6 .400 129 -132 Redeker O- REVISED NOTE 1 been er D.B. M6/98 6/98 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Scow: NTS S■•h 1 w 6 ALUMAX 1NDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCH • "FASTENER or_ No. 4112 VENDOR / AF -12225 64054A 64006C AF -12230 AF- 534571 6WCUP AF -12237 AF -12238 AF -12239 AF -12240 AF-532.377 AF -12244 TP -247 640E7 EQUIV. 61060G •• «Q. c . 0 0 eeeeo o 0 Rev. G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) , C. 13/16° LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60:000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 65.5 60.8 58.2 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 -58.2 44.000 66.7 66.7 66.7 66.7 62.0 53.7 51.3 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 -51.3 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 46.3 44.2 -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 59.000 66.7 66.7 66.7 56.0 46.0 43.0 41.2 39.1 37.4 -75.0 -75.0 -75.0 -56.0 -46.0 -43.0 -41.2 58.9 56.6 -39.1 -37.4 60.000 66.7 66.7 66.7 55.0 45.1 42.2 40.4 38.3 36.8 -75.0 -75.0 -75.0 -55.0 -45.1 -422 -40.4 -38.3 -36.8 61.000 66.7 66.7 66.7 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 -75.0 -75.0 -54.2 -44.3 -37.4 -36.1 62.000 66.7 66.7 66.7 53.4 43.7 40.5 38.7 36.8 35.5 -75.0 -75.0 -74.0 -53.4 -43.7 -40.5 -38.7 -36.8 -35.5 63.000 66.7 66.7 66.7 52.7 43.2 40.0 37.9 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -41.3 -39.5 36.1 34.8 -36.1 -34.8 •••• COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 a FTC-3740 B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) • • • D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8"HEAT STRENGTHENED). WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS ..e. 26.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 _ 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 . -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 - 75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 - 75.0 -75.0 59.000 68.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75:0 -74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -72.2 62.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 -70.9 • Q QO 66.7 6 &7 6t7 • 60.7 6V 66.7" 66.7 66.7 66.7 • •75.0 q5.0 -75.0 t75.0 -75.0 -75.0 -72.3 -69.6 NOTES: A. NEGATIVE DESIGN LOADS ASTM E 1300 -98 (AND 8. POSITNE DESIGN LOADS ASTM E 1300 -98 (AND BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. � Eel L CMik, P.E. PE /39712 9hrcdN T IND TRIES 1070 TECHNOLOGY COVE NOKOMIS. FL 34275 P.O. BO% 1529 NOKOMIS, FL 3427. RR•.d 9y. F.K. Rw.d F.K. R . 12/29/03 7/23/03 4 4/03 976/02 F- UPDATE TABLES Anisicnc F-CORRECT TABLE 3 'QC &A DO 13/16' LG/htlIES Ihnialonw 00RENSED TABLES •.•• • c• • •e • • •• • • • . . . 1.04:e asvru a • • T f. u•.• 00 0.8. 2/16/98 GLAS TYPE COMPARATIVE ANALYSIS T%1.: • • • • • ALUMINUM HORIZONTAL SLIDING WINDOW HS-710 Shoot 6 X 4112 G OUTSIDE 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM Q OR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT _ STRENGTHENED GLASS 3/8" AIR SPACE -� 1/8" HEAT STRENGTHENED GLASS ®9 OR®2 5/16" LAMINATED �• 13/16 NOM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 GLAZING DETAILS: 13/16" (.825) I.G OUTSIDE 1 /8" ANNEALED GLASS © - 2 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) a ri ®1/2" BITE1 ASIDE GLASS I L Oak P.E. PE /019712 Shut:Wm' --1/6' ANNEALED GLASS P.O. BOX 1529 NOKOMIS. FL 34274 OUTSIDE 1/8" HEAT STRENGTHENED GLAS c 3 u.-• e 1 /8(, H ) -AT., r. STRENG -"" GLig3 v .i u ' O 0 0 .' 0 0 00 00 GLAZING DETAILS: 5/16" (.350) LAMINATED.:CLA.SS u 0 0 O 0 0 0.) 0 Rowed Br Dais Rwldmr: F.K. 12/29/03 G -ROAXE fa a 2ASS 11F[ lased By! R. .i b a: F.K. 7 23/03 F-IIEY 17 SCALE a ® 1/2' � �•' l , INSIDE GLASS Road* Oob: R..61a"s F.K. J4 4 E -ADD 13/16" LG. - r e F . d K. 9 6/0? RDD GLASS TYPE Grow. e: Dols IN STR��S 0.B. 2/16/98 SECTIONS & GLAZING DETAILS Dtls 0 c 090, INNER LAYER — � (DURONT BUWAsn,O unT' /KEEPSAFE MAXI!") C U �C•.: 00 .i vii. - , 0 c• 0 0 C• C 0 0 0 ( 0 C•. 0 0 • .rerrfrwr • (. • .) �. WA*• • •• 0 0 ,.,0 10 NOK0MIS..aFL 334275 ALUMINUM HORIZONTAL SLIDING WINDOW e HS-710 r NTS � 3 6 10r-win No. 4112 G EXTERIOR VERTICAL SECTION ROUGH OPENING ROUGH OPENING 2.784 MAX. MGM HORIZONTAL SECTION EXTERIOR •••• • • .•.• • • • • .. • •.. • .• ..•. • • .•.. • • • .• .. • • • • • • • • • • • • • .• • • • • •• • •rr rSy • ••• • Rowed 8r Dew RwYair F.K. 12/29/03 C-REInfl11311842ASS Mf Rowed By: oa. Radele r F.K. 7 23/03 F-M3 CMG PIS SHT Brad 4 4/03 E 129 -132 T Roved � a.: GLASS TYPE f It I I N ES 0 8 2 /18/98 o..e.lpuv� SECTIONS & GLAZING DETAILS .: I /E 1070 KO ;:z, ALUMINUM HORIZONTAL SLIDING WINDOW / P .E. S.R . /Yea.h Scd.: Shoot LYe.Yp Na R«: PE 1A9712 P .C. NOK BOX 3427• HS -710 NTS 4 a 6 4112 G s.ud ' APPROVED WOOD BUCK (SEE NOTE 4.) 3/16' TAPCON (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING N3/16' TAPCON (SEE NOTE 1) • TYPICAL SILL SECTION SUBSTRATE ANCHCRING 1/4" MAX. j SHIM 1 1/4' MIN. . . 1 1/4" MIN. 1/4' MAX. SHIM APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL HEAD SECTION WOOD ANCHORING /� /12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 1/4" MAX. ] SHIM 1112 WOOD SCREW 3/:6" TAPCON (SEE NOTE 1) 1/4" MAX. SHIM 1 1/4' MIN. 1/4" MAX. SHIM t/ Robert L Dirk PL. PE 93 %12 Stnnimi NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFACIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Fr �. Ammar ar / 04. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING IN ES 1070 TECNNOLOOr ORVE NOKOMIS. FL .34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 1/4' MIN. 1/4" MAX. SHIM Roved 9y: F.K. R-vir 1 1/4" MIN. II #12 WOOD SCRP1 . T r © ••• •I' 1 ' . •• n . • D.B 2/ 16/98 ANCHORAGE •• • • • • • • •• •• •• • 2x WOOD BUCK. B • (SEE ROTE 3. • • • • • • TYaICAL• S 'C'110N WOOD ANCHQ12146. Roved at Doer Rovlakrn• F.K. 12 29/03 3 G-OC mu R /II 4 4/03 7 23/03 P REMDYE 3/16 UFCONS le alonr E —NO CRC THIS SHT 9 6/02 'OM§ NOTES 3 & 4 • • • • • • • • • • • • ALUMINUM HORIZONTAL SLIDING WINDOW SorNo/Yoda Sealy Shoot Droving Nek Rrr HS -710 NTS 5 a 6 4112 G - H I-0- .705 .062 2.784 L --� {-- .737 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 ---j h .678 .050 ® 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 .062 2.074 ® FRAME SILL ADAPTER 6063 -T5 ALUM. 1.187 .062 - II .723 .688 --0--1 Fes 1 ® WIND LOAD ADAPTER 6063 - T5 ALUM. 1.349 REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 .062 f •■j-- 1.403 ® FIXED MEETING RAIL 6063HS -T54 ALUM. .062 1.183 It CI SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. O SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 1 .273 L s- 2.71 0 -1 -1 ® FLANGE FRAME HEAD 6063 -T5 ALUM. . .683Ed j 1 7050 ©0 13/16 GLAZING BEAD 6063 -T5 ALUM. F-UT INDUSTRIES 1070 TECHNOLOGY ORIVE NOKOYIS. R 34275 P.O. BOX 1529 NOKONIS. R. 34274 Reed ay: F.K. Rmoi F.K. 7/23/03 Rerhd »r F. • uen F.K. 9/6/02 Drone Br More: F.K. 11/2/01 0..er+na.r• EXTRUSION TUN: ® SASH SIDE RAIL 6063 -T5 ALUM. 1.122 • �r2.71 .. • • • • •• • ® FLANGE •FRAM& SILL • 6063 -T5 &UM. .••••. �Dellei i • .••• ii/ �� • Amq•rr Mohr 12/29/03 4/03 1 I 1.291 1.970 .062 - $- • •.••. • • • • • • • - .. • .062 1.349 • F Q 1116 SHI F 1115 SHT lbasionc MD 13/16' RFAI 0-NO CNC THIS SKr PROFILES 2.0 • • • •. • ALUMINUM HORIZONTAL SLIDING Serlee/Natek Seale: SI..0 I Dnwino Ns HS -710 NTS 6 0 6 4112 • • • • • • • • • • • • • • • • WINDOW G Date Thursday, July 20, 2006 07/20/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -7 -06 -1911 Invoice Number: WS -7 -06 -25613 Applicant: MICHAEL AND ALICIA MANGHAM Company Name: Owner Address: 1065 NE 94 ST MIAMI SHORES, FI233138• Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 5310 Amount $191.05 Change $0.00 Total Payment: $191.05 Page 1 of 1 Date Legal Description ./P Owner / Lessee / Tenant % H/fr // c y Owner's Address /Ur Alit: 7 .1 Sr Contracting Co. Qualifier 06(//f/ State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION A7 AG2. DD z � 2- ) d9 s (_ )//ud s 7>V4 C121L5 ZO G r Ace/ drirtit e- Cum-6/2- ? 2 C 2ce(Y Square Ft. Estimated Cost(value) 1. Z7 631) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done 'n compliance with all applicable laws regulating construction and zoning. Furthermore, I auth•. a the above -n• r • = •• stated. ' ''' '` °''a��. JOSEPHINE CHURCH !�!''; ' :Notar Pubhc, State of Ronda Signature p owner and Date:./ AZ / ` /.i� ALL ,i , .4 ',,,t, ; •e or stamp name of Notary Public F ary /. s to Owner andJ'tWRi * Ce ` Notary as to Contractor or Owner- Builder My Commission Expires: Type and numbe / f 1..... �" y M Commission Expires: DID take an oath, or ID NOT take an oath. ** * * * * * * * * * * * * * * ** FEES: PERMIT ?"5,0 RADON C.C.F. , -(i NOTARY 5 445 TOTAL DUE . •0 APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address/ C 4j j d / . SS# - - Phone Tax Folio Jl . 275 I / /DD ,f%W " 7 /1 Master Permit #L251e / Phone 7s 73 ( 7 Address Signature of Contractor or Owner- Builder Date: Fire Other Zoning Building 4 .f✓ Electrical Mechanical Plumbing Engineering 150 N.E. 2nd Avenue • Miami Shor Date 5-I J Z Address 1 l t V C NE" t � r Qualifier -� ( Permit Type (circle one): WORK DESCRIPTION: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 11. l ha! ign ture of owner and/or ondo PresidenA WI 5 . s'-- o®/ -- 4o - 9 S l - o ,SAL S J'ILL ;.1i Notary as to Owner andioi'..ConddwPies"iddMMEE My Commission Expires Ci,V: +,: 31CN EXPIRES �1,2 0G Vie- 3a �z s a73 FEES: PERMIT 0 S ' , RADON APPROVED: 4 4-gt Zoning Building Mechanical 9-64,4) 4 / '6. 0 3 Plumbing Tax Folio 1l,'?; - L}?1g3 Historicall P4 signat Legal Description Owner /Lessee/Tenet A Ck, C( AACA- kyVk on Master Permit # Owner's Address / G Pho�ne \/ I mo` 1 V Contracting Co. Address SS# State # 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. BUILDING Square Ft. Estimated Cost (value) ' (3C ( WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR 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 wi regulating construction and zoning. Furthermore, I authorize the above named contra tor to do the w ELECTRICAL PLUMBING MECHANICAL ROOFING or Owner Signs ure of Contracto Date Notary as to My Commis 05 • Fax: 305 t� d: es PC /I r " ` _ N C.C.F ) Si 0 0 NOTARY ' 0 0 30s 5`I -°t co 0I FCENE d. Structural Engineer Phone I S — C %- ---t L i' e in compliance with all applicable laws flersohetNy'ege ilk_ GLADYS J VILLtsil -�. I111`Strus1 NI i%,:.:=;t or OwneuBlaiidhr r ,Y COMMISSION EX".: RE: Or €LU MAR 1 2 e : 1 " . . :1" ob lder Date Date Was acknowledged before me this i ,o‘ day of A (-,(0. V14 Owner Owner Tat/An 19:-1441 ,637444Ar VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,nd I have read and understand the following disclosure Statement, which entitles me td ibrk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with - holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument , 2003 By who is personally known to me or who has Produced pi, /1 5 01 S 00/ - 60 as identification and who did take an oath. P, ` U OFFICIAL NOTARY SEAL GLADYS J VILLAR ti r n e COMMISSION NUMBER y r p DD091094 �F Ft.,-, MAR. MY COMMISSION EXPIRES MAR. 1,2006 Miami Shores Village Building Department Permit No. Job Name BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 4i g 5,4 d AZga. T ' + 42y • JO' __ %.:.: Men“-A44 / 065- Nr q4 5t 'MT OP CO r LON PAGE LOCATION On the Foa nda 7i Pian, a /s ?e A b ey r i ;.9 wv`/ e s peopased be-es.41 / /tee, a Sec. g 5h. A -2. X If they are as J'Aourn an Cat el. Me exIf1 bt i/ apee4Y5 Ce fh -oi..» are. /oor /a r, . ie A-Z, Co/tilde Jundi 7Li if cap /e J4 rr1 SI jz • ��— 6 -e2- 03 • -)3-03 RD-44 • PLAN REVIEW COMMENTS DATE: PROJECT NAME: S r PROJECT ADDRESS : / d G 1v 9.1/ REVIEWER: SHEET NUMBER: 1(eit A/ A47%v vfy s', COMMENTS l /tOX le a G /t Gv /'J'S Date Signed s jam C f�r"� Signature of Inspector Tit e 9 .S -ov e23 03 Total Number of Hours I/ .6 �'- (PLEASE TURN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) NOTICE OF COMMENCEMENT A R ECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION ERMrT NO. t 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: (0 (o S l L q(11 rn e1. 1 « TAX FOUO NO. 2. Description of improvement: ICt*C -,e - k -y c c69 3. Owner(s) name and address: P& ` V (4'- 1 A M k f,.n t Silo 2es IA_ 53 ► Interest In propdrty: Name and address of fee simple titleholder. 4. Contractor's name and address* -f•k- -E (Ou ,$"(- 4-,,0 3 O ( (t3 u.) L.0 -s ttP tic g co,(4,, ti ,gr,c.,. f Fl- 330a9 • 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of. Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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: \Z F Co t C 'r*v a-t o _ k `3 ot )) [bT-ewace 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe d ate Is specifie k _ l-C�l MJ Si of Owner Print Owner's Name Notary Pubi 0 0 (� Print Note a Name My . commission expires: 127.0142 MO[1 �! • IAL c‘ Sworn to and s cribed before me this ! e cm3 Arians nr e.sthrr 'r. F�MUiN11100� CFI 200380391639 OR Bk 21334 Ps 2550; (fps) RECORDED 06/16/2003 15:58:41 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE • [Lc ri 33009 Prepared by 11 S t� AUG 21 '01 15:13 FROM YALE , I� �DADE 1� PROD ICI" CONTROL NOTICE OF ACCEP'T'ANCE Yale Ogron Mary :factoring Co., Inc. 671 West 18 Street Hialeah ,FL 33010 Your _a lacationfor Notice of Acceptance (NOA) of: under Chapter 8 of the Code of Miami -Dale 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 0607.02 ri 7 ULI 1 M1AM1 -DA DE COUNTY, FLORIDA METRO -DADE FLAGLER i3Ui1..DING [WILDING CODE COMMPLiANCE OFFICE tMIL•TRO -DAoF- FLAGLIiR (BUILDING 140 WEST FLAGLCR STREET. sum. 160) MIAMI. FLORIDA 33130 -15(3 (305) 375 -2901 FAX (305) 375-2905 Co`TnACroR LICENSING sec - rtoN (305) 375.2527 l'AX (305) 375-255S CONI1tACTOR ENFORCF\IEN nI NISI ON (305) 375.2166 i AX (305) 375.290s PRODUCE CONTROL 1)1\'ISION (305) 375.2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMiTTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08 /09/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office 1\s0450001\ppc20001 \Lempla e%\noc;ce acceptance cover page.dot letnrnot mAii Arlrirr¢c- 11001-11115tcrebuildincCOdconline .com I- Iontcpagc: tttt p: /hvww.buiidini;cot)conlinc.corn 08 - 21 - 01 14:34 RECEIVED FROM:305 883 1309 P.01 AUG 21 '01 1 5: 1 3 FROM YALE Yale Ogran Manufacturer Co. 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0317.08, which was issued on September 17, 19‘ It approves an aluminum awning window, as described in Section 2 of this Notice of Accept= designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -D_ County, 'for the locations where the pressure requirements, as determined by SFBC Chapter 23. not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 800 Aluminum Awning Window and its components shall be constructed in s:: compliance with the following documents: Drawing No W98 -21, Sheets 1 through 4 of 4, title: Series - 800 Aluminum Awning Window," prepared by Al Farooq Corporation, dated 03/03/98, revision B dated 5/31/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -D: County Product Control approval stamp with the Notice of Acceptance number and approval by the Miami -Dade County Product Control Division. These documents shall hercinafle: referred to as the approved drawings. 3. LIMITATIONS ' 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION • 4.1 The aluminum awning window and its components shall bc installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurric 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 bc 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 installatiol 6.1.3 Any other documents required by the Building Official or the South Florida Building Cod (SFBC) in order to properly evaluate the installation of this system. 06 14:34 ACCEPTANCE No.: 01- )6U7.02 APPROVED AUG 0 9 2001 EXPIRES : Sjptcmbcr 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 RECEIVED FROM:305 883 1309 i 4 / . Man 1 Pcrcz, P.E. Product Control Prodt • ontrol Division P.02 AUG 21 '01 15:14 FROM YALE Yale Ogron Manufacturer Co. ACCEPTANCE No.: O I- 0607.02 APPROVED : AUG t 9 Z OO1 EXPIRES : September 17.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall bc considered after a renewal application has been file:: and the original submitted documentation, including test supporting data, engineering documents. :i== no older than eight (8) years. 2. Any and ail approved products shall be pepermanently labeled Cont of Approved", or or as specifically and the following statement: "Miami-Dade County Product stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc 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 thc one originally approved; c) If 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 thc product or process shall automatically bc cause for termination of this Acccptancc, unless prior written approval has been requested (through the tiling of a revision application with appropriate fcc) and granted by this off:zc- 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follower' by the expiration datc may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shail be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nccd 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 a d this last page 3. OB -21 - 01 14:35 Manuel • erez, P. E., Product Contro Produc Contrs1 Division END OF THIS ACCEP • NCE 3 RECEIVED FROM:305 883 1309 P -03 tncr 0.1.. WC. 21 1/7' 0.. AWNING TYPE TINDOT SERIES 890 • 17S6 osw L1.A5 /% - NOMBER OF ANCHORS/ Q ? WIDTH HEIC3HT 1 COYPARATFVB ANALTSIS CURT . AWNING TYPE TINDOT SERIES 890 DESIGN LOAD CAPACR7 - PS7 *WINDOW DRIES. NU3E8ER OF VENTS NOMBER OF ANCHORS/ DSB- ANNEALED CUSS WIDTH HEIC3HT EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8 261 • 2 2 63.3 73.0 2 2 63.3 754 2 2 633 75.0 2 2 518 51.0 19 -1/8' 26 -1/2' 37' 53 -1/0 38 3/8 3 3 63.3 75.0 3 3 63.3 75 -0 3 3 63.3 750 3 3 50.1 50.1 19 -1/8' 26 -1 /Z' 37' 53 -1/8 50-5/8 4 4 633 754 4 4 63.3 75.0 4 4 • 63.3 754 4 4 49.8 49.8 19 -1/0' 26 -1/2' 37' 53 -1/8 b3 , 5 5 633 754 5 5 613 75.0 5 5 63.3 75.0 5 5 49.3 495 19 -1/8' 26 -V2' 37' 53 -1/8 74 3/4 6 5 63.3 75.0 6 5 63.3 73.0 6 5 633 70.0 6 5 50.1 49.3 0 • 0 0_1 l0 0. BASED 0H F0. -1137 WO 12 -30-07 TEST 5RE • 53 -1/8' 9 74 -1/4' (6 VMS) TEST LOADS • +75.0. -73.0 P51 001014 LOADS • 4540. -500 PST w2TER 171.12A101 TEST • 9 10 1EST0D PASS • DS_.71111/6= NON IMPACT RESISTAN? WINDOW 894111 089E 00114N APPRO.CD IMPACT RESIST/WI MITERS 8433. - FOR AU. ESTAIIA0ORS. 6' MK M. 2 HEAD • ILL TYPICAL ELEVATION 510 104411 TOR e0 DT A104OR3 Ii41E5: 0. ma mum= t o DEOO9m 45 P1R 104E 50.49 FLORIDA RURD3 CORM 199♦ 0040ON FOR IUD( 10I01417. /120 roe MIND MCRDS AS P63 MCC 7 9.0190 CORRE$POHONO 10406. 2. WOO ROCS B/ ODOMS. AST 01 001011m PADPII47 10 TRARST1R LOLLS TO Olt 1DNCTURL 1 ANCHORS SMALL Of 83 1STm. SPACED A3 91079 ON MUSS. 4.40102 1:7480ONDIT TO MSE 44500•9. DOLL Of 0QON D 2892. MESSRS OR STUCCO. APPROVED LI COLOW101904 TIE DODO' SWIM 4ECV94801 640 'a 1 drown' W98 -21 12993 5 d 4 0. Ol 0 m m . DL \YmCAL•Y10a: SQ acv MR ;PACING TyPrAL NOON ELEV. 130000 —0 WOOD EU= NOT BY YALE =ON, YUS1 SUSTAIN LOADS WPOSED 8T 0.A21EC SYSTEU AND TRANSGE2 TAN TO THE BULDUIG STRUCTURE ANCHfVS; 2/1Am TAYCAJJ$ MO 280 WOOD BUCKS OR MOOD STRUCTURES 1 —vB" LDL. WOOD PENETRATION 7NRU LBY WOOD BUCKS IMO AYLSONRY OR DIRECTLY WO .•ASDIIRT I -1/4 MIN. MASONRY EMBEDMENT SEALANTS; FRAME CORNERS AND PENT CORNER SEAMS TO BE SEXED MTH 'SCHNEE MOREHEAO S50.' SEALANT. VPNT TOP /BOTTOM VENT JANE EXTERIOR CLAZED WTH ROLL FORMED ALUWNUM GtA2P40 BEAD AND 'SCHNEE =REREAD SSW ADHESNE BEODINC COLPDUNO AI'M9'RDASCCN N30020101 TN2 efEKU4pw0( 0 60 7 .0 2 . I.n.A2a l fvwf Nran 1.430 r— L-7.1 � 9' .061 T1P. tf4nra 4 7lTP w14r *22101.3 L-3" .030 TM —t 2 h 1 i I T —' - 312 rt*1C MCAT 2 11412 303. a1 a VIM HINGE V20 LOOOG ►p 12 13 14 35 I2 17 10 3 21 33 22 23 2• 75 24 37 e3 n 3* 31 35 33 32 52 -5 11-1 514131 Phu? K -2 TI-Is R -• K -3 t -4.s 52-411 TC -1 51-40 5X-105 11 -11 T2 -6 TN -031 7X-635 T1-312 T1:-035 ri -4.00 12 -p4. 5 17.4 TNa22 52-111 21-31* 22.214 5MID 5290 42.311'322 1 )/VENT 1/408 AS *101 vVDO 21421(1 0/46'3 2/41X1 LVE1t v2I3(2 114[97 rum JIM 51313 TAM vywl 2/4111004 K ACM 2/VtIT 1/1 21-434 52 -55 NIA 1 AS iE78 VA01 3 /VOIT LV00 1X-124 5N-307 1/133[ 2 23 1304 I i V015 Dr 3113 V2AI*0S VIPPIP 0 2156 2 Rim Rust ICA1 4CA11(RS7tl► /MG 1130 3 ZOtl 02123 12331 IR a TO/ VCRs SCOTCH 701 WW1 IOTT01 400 JARS )O'Q LIM NI'¢ Lox '7411 9.I32 111 23T *1CR COm[CT1NG 101( RSVE7 I RINI 2111 1.0% 30173231013 LINK ANN /3-212 121 101/532 •21 ATV CDT= 4132.3 3111810* 4N 0* RIO 01106S WWI 401 CR0 : OIAfT 114101. CROSS DMfT 10LV 1 M 1 5 CA3 31021 X91 ►t3- SLOG 1At 3'2-13((32 7300 W RIVET 12513171 SWIVEL CLIP 302011 CLIP 12437 CM 1.501 RIVET VENT NOR[ 21437 1012 LINE 27427 7U3N3G 11.011131. 34.31. 0707 -131 KIM 4143-713 49171. 41133. 101E (011[3 31.1.12 *1301 (*UT -TS) KUL 41101 -19 Kt3l 4017 -413 *13.34. 21447 -153 AWN 041 }1!1 K11\ 2011. 1121323 Moil AWL /3/63111 ALUA 112631' 41.11104111 MC 0T[R 2DC DO 3471 SLUM. 41043 -113 20419{34 2PC At CAS7 22C 023 2131 11CM *2111 4314. 432'304 3(10042 3(3X3411 3(3119211 *3.1112311 K141UI 4L1M14M 1153.31 1 ntri OAtm �U tuna W tool 727211 at mai pN- 11(8734' mot 32 UM. 111 3 011 12 01121. WS MIN a [11X1 0 MIDI K MILL y TALL IOM FM. O � n r*I.21R/432' V I* i 8 2431 SCOW r2i d ►M►41OWrAN C 4 w 31 IL is Oval= ia V13520 OR 232111. V00116 I URAL 1111132 2013' 111101 OR COOK MLA OCRON rAi PlTOISTATI SCACW 1010X0~7 3X C..33 7111 OODt( rAL /11041310111 SOU1232* 132 151 11uM11N *2 047, N \' 23.431123 131VMO223 *511X21412 •SOtV ►MFMOIC■N ► AN•11031G'f 1 ■2- 42101311( 2* - 4422X4' N \N 21411323 1.313 --I 4rlft .uu* COOS e11'101 /0. .... 133917431 1 W98-21 .23222434U J10` -064 7. • W W98 -21 1 In OA 2 Of V000 ;Lf% EXTERIOR V4• MINI v0fm /ILCKS n TALC OGON K3 T XUSTAIN DP07CD LADS .TTVIGI MOOTS • 'SCE SDN SIACSl6 CwU1T VFNT CORNFR ASFFMPY FRAME COR FR ASSFMALY FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION APPRWWA7 COMM°N NOME � • mimeo 000! • 1 • tined 4 of 4 ) BUILDING PERMIT APPLICATION FBC 2001 Owner's Address City State Zip Tenant/Lessee Name Job Address (where the work is being done) C GS City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name // Contractor's Ar dres 3 0 ( City Qualifier $ Value of Work For this Permit Miami Shores Village Building D epartment Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing r, �+ Owner's Name (Fee Simple Titleholder) /1/1 4I (AS ✓l CL W\ Phone # � 7S'c4 L 4 I Phone # (CO PI Phone # 7 ' ig(PF _ Phone # 10050 N.E.2 d Avenue ethirgy.NFlor da 33138 Tel: (305) 95.2204 Faxc. (305) 56.8972 Zip Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip Square Footage Of Work: Number of: Bays Stories Families Bedrooms Type of Work: ['Addition r ❑ Alteration . � pNew ❑ Repair/Replace Describe Work: � (C( NP' 5 V 1 (cc ( S * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Baths County Escrow Fee $ Permit Fee $ Notary $ 0 l) ❑ Demolition Education/Training lee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ 4� - G Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ 0 �/ (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 is issued. In the abs • ce o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature A T who is personally known to me or who has produced As identification and who did take an oath. Signature NOTARY PUBLIC: NOTARY P Sign: Sig Print: Print: Chc7/7 /03 Owner or Agent p The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befo: m- this 0 �! , 20 C3 , ,f day of , 20 _ by , day of Contractor who is personally known to me or who has produced as identification and who did take an oath. Ang-la M Becker nm ",' ; My Commission er 1 50048 My Commission Expires: My Corissio S Expires November 15, 2008 AP P%. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. C 6 C 0 SG ct Certificate of Competency No. JUL 14 2003 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING S LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -15.3 05) 375 -2901 FAX (305) 375- SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted Tfnanner, 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 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: Large and Small Missile Impact 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 ", 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 Helmy A. Makar, P.E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 r------- FOR MAX ALL(j 1e PANEL LENGTWS (VERT. OR HOR12.) o 0 to a BK`TTOM 34 MOUNT (CONK TYPE m AS REO'D� • V I ' 4 MAX GAP , TRJCTION j ATION j - -r / / LOCATION /41-1A-r• VARY) I S \ OP MOUNT O (CONN TYPE J 45 FEUD) a W 3 < . PANEL BELOW ODSTRJCTION I I PRANK L. SENNARDO. PE. QE0046549 w o Q � z z z W w m z J ~ z • (s) Q z 1/O to $ E z A Z r Q W Z LL Q • co Z m W O Q M • U u m dl 3 V Z IY CO w w z z w -J LL to z Q LL a E w V z z 4 0 11 0 cp 4 IL 0 _1 LL eD W W Z N 0 n I- V(W CN3 CV '#--- R= V:51ONS D =5CRIPTIONI SA cOU�'TY Cal-STS 1/2.03 SCALE - 3' I' p1cG::N 9Y CL GL.E.KED :L, E P4c1N T 11/16/02 DWG •• 02- 868 -III OF 4 PRCDUT MARKING 1:15' r - 22ga: t = 0.025' (LOCATION oPTIONAL) I 1 r G ALvANIZED I I 1.181. ROLL BACK '4-20 x 5S. STUD - - ' 25' J 1500' TYP. -I MAX 0.150' O STUDDED ANGLE O 570.- 1 PANEL r MM 0 { 131? I _ 1.181' -I F- 1.181'- 14.438' PANEL LENGTH GENERAL NOTES: 0.125' r TYP. -11315' 1 2500' PANEL COVERAGE } 1.00' MIN. 5000' MAX. BUILD OUT/CLCSURE ANGLE 1. THIS 54-lUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS T45 201 FOR LARGE MISSILE IMPACT, TA5 202 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333% INC EASE IN ALLOWABLE 5TRE55 1-145 BEEN USED N THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC 84515 IN ACCO WITH THE GOVERNING- CODE_. WHEN 45CE 1 -95 15 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF A DIRECTIONALITY FACTOR Kd =0.85 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC - AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DENATE FROM THE CONDITIONS DETAILED HEREIN, 4 LICENSED ENGINEER CR REGISTERED ARCHITECT SHALL PREP4rTE SITE SPECIFIC DOCUMENTS TO EE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRJCTUE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE ?29a STEEL (GALVANIZED T t =0.079' MIN/ CONFORMING TO ASTM A653. STRUCTURAL OJALITY, GRADE 80. G50 GALV. COATING WITH 4 MIN. Fy=92.0 KSI. ALL EXTRUSIONS SHALL 8E 6063 -T6 ALUMINUM ALLOY, LIN.O. 1. PANELS SHALL 5E PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING- PER PANEL AS FOLLOL'.'S. FLORIDA STORM PANELS, INC. OTA-LOCK& FLORIDA Yi!A^ti -DADS COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE SEEN DESIGNED AND TESTED TC THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRJCTION TESTING CORPORATION (OTC) OF MIAMI. FL. TEST REPORT Nc. 02-041. 10. TOP 4 30TT0-1 DETAILS SHOWN MAY EE INTERCHANC:ED 45 FIELD CONDITIONS DICTATE. PANELS MAY 5E MOUNTED HOR'ZONTALLY u..1-IERE APPLICABLE. ExCEPT FOR MOUNTING- CONDITIONS INCLUDING 'H' OR 'U' HEADERS. 11. ALL BOLTS t W- 5:+ERS SHALL BE ZINC COATED GALVANIZED OR STAINLESS STEEL WITH A MINIMU1 TENSILE STRENGTH OF 60 K51. r PRODUCT MARKING (LOCATION OPTIONAL/ :' ROLL DAM 1312' r I I ✓ (t • TYP (t. • 0.0516' i GALv STEEL. GRADE 50) 1.00' MIN. 5.000' MAX. O J -PAN CLOSURE •- L00'- I- IB15' -j T =, '^ 0 {1 . -0.01S" 0.093 1 1 0.015'--1 0.063' 6063' � - 1..931' -1 13 TOP 'H' TRACK '2-20 5.5. SIDEWALK OR MACHINE BOLT t / WASHERED WINGNUT • /0 24' O.C. TYP. 18 GA. GALV. STEEL SENT PLATE (0.0418' B.M. 7HK) OR 2'.2',..125' 6063 -16 ALUM. ANGLE BUILD -0.1T DISTANCE Ex15TING CONCRETE. HOLLOW SLOCK CR WOO: FRAMING. 1 -0.250' 1- L181' -4 14' HEADER O 0.063' ti 2.061' -- - 1.935' 1.00'i 0.053' Ip BOTTOM 'H' TRACK EXISTING WINDOW J 4' MAX. O CORNER CLOSURE DETAIL b TYP L0.053' FASTENER C 15' O.C. FOR DESIGN LOADS LESS THAN OR EOJAL TC 8105( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR E1ps(.USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' O.C. O BUILD -GUT MOUNT CLOSURE DETAIL 0350 r 02s 0 0050' 1 0.0E5' 470250. 0,565" O 10 WASHERED WINGNUT (ZAMAC 3 ALLOY) 0.063' in r 2.000' - 1 1.18r -1 O 'U' HEADER / :MAY vARY 1.0400 OVERLAP OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EC'JAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) -NC-LE @) OR J -FAN CLOSURE PIECE ® (SEE DETAILS' ABOVE). LEG DIRECTION MAY BE REVERSED r- M2 Y L 0500' :30 2.00' I-- MIN. • n 0315' 0.189' F' I T TYP D ner-I r J 0.410' 0b50' 5313' 3445' 0.125• 10.063'- - 0.063'- I- 1.931' - 15 TOP 'U' TRACK 0 l E O BUILD -O'JT 'F' TRACK t = 0.015' MIN. 61) KEYHOLE WASHER GAL V. STEEL GRADE 50 NUSE 15 OPTIONAL. REWIRE= ONLY FOR U5E u.rrw TRU55 READ ANON . CALK -IN) 015' MAX. ExIST. C.ONC, HOLLOW BLOCK OR WOOD FRAMING. 0.150' 0 063' 0.125' case' --1 0.151' 4.000' f 1.000' r0.125' 1 0 .063' TYP IO HEADER END CAP . PEEP TYPICAL • 0093' -t 5313' - 0215' r 0.452' I 1 0.655' TYP. F' TRACK 0 .053 - 1. 000' 7e 1.931' - -j-- 0.063' t6 BOTTOM 'U' TRACK MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT CLOSURE DETAIL N.T.5. ALUM. ANGLE ® OR J - FAN CLOSURE PIECE ® (SEE DETAILS 4.50vE). LEG DIRECTION MAY EE RE VERSED. 0500' OVERLAP MINIMUM V 1 L0.093' 'i FASTENER 0 15' C.C. FOR DESIGN LOADS j LESS THAN OR EQUAL TO E1cs( (SEE ++ ANCHOR 5CLIEDULE FOR ANY ACCEE71.5LE ANCHOR). FOR DESIGN LOADS GREATER 1.00' THAN 81ps(, USE ALUM ANGLE CLOSURE PIECE ONLY W1T;4 ANCHORS • IC O.C. EM °ED TRAP MOUNT CLOSURE DETAIL N.T.S. uIDTU UNLIM :TEL (PERP. TO PANEL SPAN) TOP MOUNT ( CON. TYPE 45 FECXD) v BOTT0I.1 MOUNT (CONK TYPE AS REGO) O TYPICAL MOUNT ELEVATION N.TS. TOP MOUNT (COP TYPICAL P TYPE AS 110'.0) LAST PANEL PANEL PANEL ABOVE 9E°ORE / O55TRJCTION OBST ICT1pNT OVER-' AP / 7 7 J d N m BOTTOM MOUNT C-4 / / \_ TYP. PANEL OVERLAP :7PE AS REC.7) L OPTIONAL'. -20 STITCu BOi 5 WITu WASUERD UNGMJTS FASTENED • OVERLAPS A MIDSPAN (USE APPROPRIATE SPAN TABLE) TYPICAL MOI.NT ELEVATION GROUND OE:STRUCTION © KT3. 025' MAX TYP. 5ECTION5 EXISTING CONCRETE. HOLLOW BLOCK OR FRAMING PLAN VIEW OPTIONAL a -20 STITCH STS UTH WASHERED WItY,NUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) Ro317' MAY DE AT / TAP • DOTTOM, - 0315' MIN. EDGE 0157. • 51 O Approved as con:ptying with thz Florida 6¢' ing C e Dec e 'Lc c3 Miami Disie Product Control Misio Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' -7" 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 39 10' - 5" 3.00" 3.00" 9' - 8" 6' - 0" 2.75" 125" 35 8' - 8" 2.75" 2.10" 50 10' - 0" 3.00" 3.00" 8' -5 ". 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 65 9' - 8" 3.00" 3.00" 7' - 6" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 80 9' - 4" 2.92" 2.92" 50 6' - 0" 8' - 10" 2.75" 2.75" 1.36" 2.73" 60 6' - 0" 8 ' - 1" 2.75" 2.75" 1.43" 2. 70 6' - 0" 7' - 6" 2.75" 2.75 1.51" 2.24 Load W (psf) _ No Stitch Bolts L tAx (ft) Stitch Bolts At Midspan L MAx (ft) 25 10' -7" 10' -7" 30 10' -5" 10' -5" 35 10' - 0" 10' - 0" 39 9' - 9" 9' -9" 40 9' - 8" 9' - 8" 45 9' - 4" 9' - 5" 49 8'- 11" 9'- 3" 50 8' - 10" 9' - 2" 55 8' -5 ". 8' -11" 58 8'- 2" 8'- 10" 60 8'- 1" 8'- 9" 65 7' - 9" 8' - 3" 70 7' - 6" 7' - 8" 72 7'- 4" 7' 6" 75 7' - 2" 7'- 2" 80 6'- 9" 6'- 9" 90 6' - 0" 6' - 0" 100 5' - 4" 5' - 4" 110 4'- 10" 4'- 10" 120 4' - 6" 4' - 6" 130 _ 4'- 1" 4'- 1" EXISTING CONC TE. HOLLOW BLOCK OR WOOD FRAM IN (5EE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE_) EMBED EXISTING GLAZING REO'D SEPARATION FROM GLASS (REF. TABLE T2) Cl CONNECTION TYPE ANCHORS TO BE AT 175' OR 62S O.C. (REFE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EDGE j D IST. EXISTING GLAZING 94 TEK SCR OR '4 -20 MACHINE SCREW 1 NUT s I6' O.C. (TYP ALL SIM. CONNECTIONS c3 CONNECTION TYP• R E ANCHOR SCHEDULE 13 FOR MAX. SPACING 5HORTLEG MAT BE REVER TOWARDS THE O. ENMG r 0500' 0500' EC EC O BUILD -OUT MOUNT SECTION NTS. 4.15,1 714141.1136 025' 1/4 -20 x :' S.S. 02 CONNECTION TYPE MACH NE SCFW i�FEF`NCE ANCHOR F 125' O.C. SCHEDULE T3 FOR MAX. SPACING EXISTING CONC HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU, J w w Q. o REQ'D SEPARATION 0 FROM GLASS i y.-� w 3 (REF. TABLE T2; E X IS T I NG HOLLOW BLOCK r TOED /' SCREWS 6 125' G.C. E C. CONNECTION TYPE FRA . 5 1 _„ � , 1 REFERENCE ANC-+0R ANCHOR SCHED. 1 / SCHEDULE T3 FOR EASED ON TYPE J MLx. SPACING OF STRICTURE TRACK/DIRECT MOUNT SECTION NTS. G2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0500 EC I EC STUD ANGLE DIRECTION MAY BE REVERSED. AS 5NOYN c2 CONNECTION TYPE REFEI NCE ANCHOR SCHEDULE T3 FOR M..X. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) l s) wa EXISTING GLAZING N w 0 EMBED. EXISTING CONCRETE- EMBED. HOLLOW BLOCK OR WOOD FRAMING. SEE ANC -+OR SCWED. BASED ON TYPE OF STRUCTURE O WALL MOUNT SECTION • NTS f EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF 57RUCTURE. ExISTING GLAZING EMBED REO'D SEPARATION FROM CLASS (REF. TABLE 72) I /4 -20 x =4' S5 MACHINE SCREws s 125' G.C. _ I / �Q EC CEILING /FLOOR MOUNT SECTION O / N'S. EXISTING CONC HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE !'R CONNECTI TYPc REFER ANCHOR SCHEDULE T3 FOR MAX. SPACING r 0.500' 0250' F 025' W w3 a s o w I- J N w w w = U N Z I N �. -20 X 'a' 5.5. MACHINE 5C W/ WINGNUT 6125 G.C C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING r CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING E M o d azi 5.S CONNECTIC7N1 T_ R ANCHOR SCHEDULE 13 FOR MAX. SPAC ING MAXIMUM ALLOI.UA -LE SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETER LINE MeXIMU ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. '2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOA D. EXISTING WOOD TRJ55E5 F 24' OC. MAX. EXISTING GLAZING - 1 RECD SE= LRATION i - '• - 1 FROM GLASS (REF. TABLE T2) BUSS MOUNT SECTION O N.T5. =x!STING CONCRETE. HOLLOW ELOCK OR WOO.^. ERAMING SEE ANCHOR SC-=: BASED • CN TYPE 0 STRUCTURE. - n _I MINIMUM SEPARATION FROM GLASS SCHEDULE TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WI714 POSITIVE DESIGN LOAD TO DETERMINE MINIM'J7 ALLOWABLE STORMI PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION SETUJEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FIN15H STEEL TUBE 10 BOTTOM. TRUSS CIa0RD5 W/ (3) 1 4' 3 (2' EMBED LAG SCREWS • EACH TR.=55 (74' C.C. MAX) e'x17'x0 M IN STEEL TUBE 'J HCADER TO ROLLED STEEL TUBE W/ CENTER LAG (A5 DESCRIBED AEOVE) O TRJSSES 1 94 5!'1.5 TO PLATE a 6• O.C. SETI:EEN TRUSSES ��L'rcx = E -0' (MAX 5-FAN) MAX DESIGN LOAD • -60 Ps( 1 I EXISTING GLAZING OFFSET WALL MOUNT SECTION ALUM OR GLLV STEEL SFLCER, 45 REG'D. ''- EY.TERICR WALL FINIS , - . FROTR.I ING MOUNTING SJR-4CE CONNECTION TYPE ANCHORS TG 5E AT 125' OR 675' O.C. (REFENCE _NCuOR SC- IEDULE T3 FOR MAX. SFLCING USE REMOvAeLE ANCHORS ONLY F RANK L. BENNA •E00•6549 (L ty o w ZZ Z CO 17- _1 Z N Z 0 a. V Z REV I5IONS DESCRI=TION! DA Ccir. Co+ -F••s Kl 4••■ ° Q z w Z x X 0 Q U c0 (y O 4 el ;1- 0z Nt (0 SCALE: • = 1 DRAWN SY: CL r'"cIN� L,?LTe. II/5/02 SkEET: 2 of 4 200 0 Z W w Z z w ED 3 3 1 N W 1 EXISTING GLAZING EXISTING CONCR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYPE OF STRJCTUI EXISTING GLAZING REQ'D GLASS SEP. DI5T. (SEE TABLE 72 FOR MINIMUM) PENETRATION �R EMBE i. 4I CONNECTION TYPE IU O WALL MOUNT SECTION WALL Maori TRACKS. N.T5. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU 1365' 1365' 1365• CS CONN TYPE REF. ANCHOR SCHED. T4 FOR Max. SPACING EXISTING CONCRETE. I4OLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI-ED. BASED CN TYPE OF STRUCTU 0500' REG'D GLASS SEP. i DIET. (SEE TABLE T2 FOR MINIMUM) C1 CONN TYPE REF. ANCHOR SCHED. I4 rOR MAX. SPACING • O WE-ADER/51LL MOUNT SECTION TRAP r- U TRACKS ON AsOLE. N'5. B X E C6 CONNECTION TYPE =_ R= rERNCE ANCHOR SCHEDULE T4 FOR Max. SPACING. LEG MAY BE SENT MAX TO 30Oeg 11 i T I J _ ZW a5 � p x L d)) J 0 '11 Z O LEG MAY 5E SENT To 30ceo MAX OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCR HOLLOW BLOCK OR WOOD FRA 'ZG- IN. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ( CEILING/FLOOR MOUNT SECTION TRAP r10uNT TRACKS. KT S. PENETRAT ION OR EMBED. REQ'D GLASS SEP. DIST. T (SEE 7461E G A FOR MINIMUM) ) Ex15ING ��13� I. EXISTING CONCR =TE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE DIRECT WALL MOUNT SECTION 90TT0rT DIR_SCT WALL r1C.N' (REr. DETAIL 'S'). N T S. �l CONNECTION TYPE REFER ANCHOR SCHEDULE 14 FOR MAX. SPACING CONCRETE. ONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE CF STRUCTURE. E c5 CONNECTION TYP REFERENCE ANCHOR SCHEDULE 14 FOR MAX. SPACING 0500' CT CONNECTION TYpd REFERENCE ANCHCR SCHEDULE T4 FOR MAX. SPACING ; 0� FASTEN EACH PANEL ADJACENT TO LAST PANEL 9 BOTTOM W/ (2) ELCO PANELMATES (I) POWERS CALK -IN. ALTER^iATIVELY, USE (3) PANELMATES AND NOTCH 50770/1 CORNERS OF LAST PANEL TO =1T OVER INNERMOST ANCHORS. HEADER TRACK ISOMETRIC TOP TRACK, N,15 1 FLUSH AGAINST TOP TRACK TOP 'H' -TRACK OR 00041 TOP 'U' -TRACK !FASTEN TO CLIP LOCKS END PANEL STRUCTURE PER SECTIONS TO LEFT) 3 OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE ' DETAIL TO LEFT) I' x00' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS (1) HEADER END CAP 6 END W/ (2)'14 545 TO TRACK 0.1875' 0625' I-- r II I 4 0.8'5' 0250 OPTIONAL PLASTIC KNOP ACR y5 M r € OLT U' .60E KI 1.51 OPTION A: (3) 14' ELCO PANELMAT =_5 AT BOTTOM OF ADJACENT PANEL O SILL TRACK ISOMETRIC 907704 TRACK. KT5. LAST PANEL MOUNTED FROM INSIDE 0= BLDG (2)'4 -20 5.5. STITCH BOLTS I W/ W:NGNUTS EACH SIDE CT LAST PANEL ADJACENT PANEL • TYP 125' 1 — COVERAGE � 'H'- HEADER s TOP, PER DETAIL - P' t 6' MAX r TYPICAL ' t 6 • MAX f TYPICL O PT x A: 2' 2' MAX NOTCH IN LAST PANEL AROUND WINGNUT IRECT WALL MOUNT EXTERIOR ELEVATION (1,j_ BC D'RECT u:ALL MOUVT (ii, CET4IL 'P), ' N.T5. I TYPICAL OVERLAP ADJACENT PANEL (1) 1' x2'x0.092'x1 ANGLE 6 END W/ (2) '14 545 TO TRACK. H BOTTOM '' TRACK OR BOTTOM 'L" TRACK (FASTEN TC STRUCTURE PER DETAILS M, N 10 TO LEFT) w Appr cd E co p ti i a SRith t :t Florida S ue iG C e Date C,1 2 - 5 2 0o 3 NOAA n 4 — 111.c • n 7 Miami Dade Prods:+Cort:ol Division c. A,� R /"c% OPTION 5: (2) I , ELCO PANEL MATES AT BOTTOM OF ADJACENT PANELS OFT. 5: (I)', -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RECD) JAN FRANK L B ENh O, P':. .P -mac :' ' I li ' i W m O W 1 r( Q Z 0 J = Z _ Q I l L in E Z Ill W W X Z Q Z CB Z 0 O co -7 ~ H Q ty 0 Z J v r W LD so Q In m Q1 v�� Us u_ U 'R al i' z '� ^(� I e r V V) 3 L ) Z Cl� W W Cr) c .Q [ 1 N S LPL Q O .s ' 0 • O cn ;5 z� M eD 0 LL RE DESCRIPTION! DATE cap" c.O T E4rS 1)2 )03 SC4r,E: 3 . r (UN, DRAIV� Y: CL C•a =LKaU E rdlNI L`AK =: U/ KC7 DWG ._, : 3 oF 4 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 Vcap (Ib) = 318.00 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" % %J % ; % 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x7/8" EMBED Kf 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET ANCHOR 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 12.9" 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 C4 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 39 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 12.5" 45 16.0" 16.0" 4.8" 12.6" 12.5" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 .10.7" 65 6.0" 13.7" °? %j/// 9.1" Vcap (Ib) = 233.50 12.5" 72 4.7" 12.4" / / , 9.1" HOLLOW CONC BLOCK - 1/4" x 1 -1/4" EMBED ELCO TAPCON L 2.0" EDGE DISTANCE ( N ' EXIST. STRUCT. 25" EDGE DISTANCE LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO` 8.67 ft CONN TYPE C7 C8 Kf 1/4" x 1 - 3/4" EMBED 39 SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP • TO 10.67 ft 1ST RU ANCHOR 45 LOAD 13.2" CONN TYPE 8.4" (MIN 3320 PSI CONC) CONN TYPE '15.2" .10.8" CONN TYPE 6.9" Tcap (Ib) = 386.40 65 12.9" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x1-3/4" EMBED 16.0" 39 12.5" .16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON . 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" .10.7" (MIN 3320 PSI CONC) 9.2" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 10.1" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 7.0" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4"x7/8" EMBED 4.6" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 5.9" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (lb) = 428 12.5" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (lb) = 429 � 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 9.1" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 3.4" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib)= 372.00 6.2" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00 6.25" 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" HOLLOW CONC BLOCK - 1/4" x 1 -1/4" EMBED ELCO TAPCON L 2.0" EDGE DISTANCE ( N ' EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO` 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 '15.2" .10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 _ 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK - 1/4" x 1 -1/4" EMBED ELCO TAPCON L 2.5" EDGE DIST. 12.5" 12.5" 12.5" EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE SPANS UP TO 8.67ft CONN TYPE C5 C6 C5 C6 I CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 • 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00 • 72 _ 8.5" 16.0" 4.6" 16.0" HOLLOW CONC BLOCK - 1/4" x 1 -1/4" EMBED ELCO TAPCON L 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (lb) = 218.00 7.5" 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 12.5" 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7/8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 16.0" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" Tcap (lb) = 358 12.5" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 10.7" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 3.9" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE % %% 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 974" 3.6" 4.9" � * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 58 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANCHOR 5FACING SCNEDUL E ANC -IOR NOTES: 1. SPANS AND LC :4:2.5 5J-IOLUN ;ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5T0t, . PANE: SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOED IN MAX ALLOWABLE SPAN SCHEDULE (TASLE 2. ENTER ANCHOR SC! - =DOLE BASED ON T-E Ex!ST!NG STRJCTURi MA' =mil.! 1 ANC "OR TYPE.5E_ECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGGT:vE DESIGN LCAD ON 514;7TER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTICN TYPE BASED ON APPROPRIATE MCUN7ING CONDITION (SEE `0JNTLNG DETAILS ON SWEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCI.:ORS SHALL 6E INSTALLED N ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHERE EXISTING STRJCTURE 15 WOOD FRAMING, EXISTING CCNDITICN5 MAY vARY. FIELD VERIFY ' -AT FASTENED AZ INTO ADEQUATE w0OD FRAMING MEMSER5. NOT FLYWOOD. FASTENING- 70 PLYWOCD '5 ACCEPTABLE ONLY FOR SIDE CLOSURE F!ECE5. ANCHOR SPACING SC- IEDUL_ ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW - 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16 " x5/8 "EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6. U -E E LA0 SCREWS FASTEN Ti NARROW FACE OF STUD FRAMING-, FASTENER 5-:ALL BE LOCATED IN CENTER OF NOMINAL :• X, G' (MIN.) WOOD 5TUD (34' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =G!5 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD CR HEX HEAD. T. DESIGNATES REMCv1 LE ANCHORS. iiS:!CH GRE REQUIRED FOR DIRECT C'GJNT INSTALL GTIG \S. 8. MAD- SCREWS S::ALL ::Av MINIMUM OF '.;' ENGAGEMENT OF "HREGD5 IN EA5E ANCHOR AND MAY HAVE EIT! =ER A PAN HEAD, TRUSS HEAD. CR WAFER HEAD (SIDEWALK E0,T) UN.O 9. MINIMU"'I .EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. DESIGNATES ANC::OR CONDITIONS WHICH ARE NOT ACC=EPTABLE FOR USE. ANC HOR SFAC ING SCI••IE DUL E ( INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE - 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved zs comply ::: :.... it Florida o Co Z� Dare 23 NOAH 01. - 'l.a c Miami Dade k°"G31.* Co.trei D:� By i FRANK L. BENNARDO. PE. " E0046545 z CO.' s CO'?1ENTS h r - IL z X 0 _ Q O f- co = Q co fy O af, _ ' 0 v uJ `_ t Cn Lt) Z Eli c(1 Z > ccl CL S ML Q Q ~D. 0 Z Q Q r n Q LL 0 L REVISIONS AC A. NTS DRAWN WLN EY: CL r-r2IN i DATE: 11/ 8/©[ DWG 0r2- 868 - Ili Si--IEE I : 4 OF 4 L7 /C! 03 c W W N a- > LY- <i 0 q3 -1 c N CD DESCRIPTION' DOT= EMAIL: FRANKOLBEN6INEERING.COM 0.75" EDGE DISTANCE 1/4" x2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" , /", / 000M Tcap (Ib)= 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" V7/7 12.5" 16.0" 6.0" % i 12.5" 16.0" 6.0" ! ii/ #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" v Tcap (Ib) = 234.00 - 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9 "• %� 6.25 " 10.4" 3.9" % %% Vcap (Ib) =95.74 130 6.25" 10.4" 3.9" ' % /��i /,' : 6.25" 10.4" / e 3.9" � /�� 6.25" 10.4" 3.9" � 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING 8 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOR 5FACING SCNEDUL E ANC -IOR NOTES: 1. SPANS AND LC :4:2.5 5J-IOLUN ;ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5T0t, . PANE: SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOED IN MAX ALLOWABLE SPAN SCHEDULE (TASLE 2. ENTER ANCHOR SC! - =DOLE BASED ON T-E Ex!ST!NG STRJCTURi MA' =mil.! 1 ANC "OR TYPE.5E_ECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGGT:vE DESIGN LCAD ON 514;7TER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTICN TYPE BASED ON APPROPRIATE MCUN7ING CONDITION (SEE `0JNTLNG DETAILS ON SWEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCI.:ORS SHALL 6E INSTALLED N ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHERE EXISTING STRJCTURE 15 WOOD FRAMING, EXISTING CCNDITICN5 MAY vARY. FIELD VERIFY ' -AT FASTENED AZ INTO ADEQUATE w0OD FRAMING MEMSER5. NOT FLYWOOD. FASTENING- 70 PLYWOCD '5 ACCEPTABLE ONLY FOR SIDE CLOSURE F!ECE5. ANCHOR SPACING SC- IEDUL_ ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW - 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16 " x5/8 "EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6. U -E E LA0 SCREWS FASTEN Ti NARROW FACE OF STUD FRAMING-, FASTENER 5-:ALL BE LOCATED IN CENTER OF NOMINAL :• X, G' (MIN.) WOOD 5TUD (34' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =G!5 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD CR HEX HEAD. T. DESIGNATES REMCv1 LE ANCHORS. iiS:!CH GRE REQUIRED FOR DIRECT C'GJNT INSTALL GTIG \S. 8. MAD- SCREWS S::ALL ::Av MINIMUM OF '.;' ENGAGEMENT OF "HREGD5 IN EA5E ANCHOR AND MAY HAVE EIT! =ER A PAN HEAD, TRUSS HEAD. CR WAFER HEAD (SIDEWALK E0,T) UN.O 9. MINIMU"'I .EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. DESIGNATES ANC::OR CONDITIONS WHICH ARE NOT ACC=EPTABLE FOR USE. ANC HOR SFAC ING SCI••IE DUL E ( INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE - 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved zs comply ::: :.... it Florida o Co Z� Dare 23 NOAH 01. - 'l.a c Miami Dade k°"G31.* Co.trei D:� By i FRANK L. BENNARDO. PE. " E0046545 z CO.' s CO'?1ENTS h r - IL z X 0 _ Q O f- co = Q co fy O af, _ ' 0 v uJ `_ t Cn Lt) Z Eli c(1 Z > ccl CL S ML Q Q ~D. 0 Z Q Q r n Q LL 0 L REVISIONS AC A. NTS DRAWN WLN EY: CL r-r2IN i DATE: 11/ 8/©[ DWG 0r2- 868 - Ili Si--IEE I : 4 OF 4 L7 /C! 03 c W W N a- > LY- <i 0 q3 -1 c N CD DESCRIPTION' DOT= EMAIL: FRANKOLBEN6INEERING.COM Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 1 B ilding Inspection Request Date l k (3 Time For Inspector: 1,1 In- Approved 111 Correction Re- Insp'n Fee r ry cyP off- no- el Permit No Name Address Company Phone # Name & Date 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Blinding Inspection Request Date\ i (3 Time Type Insp'n r ThC;\ Permit No �� . o 111 ( Name Address Company Phone # For Inspector: I k Approved Correction Re- Insp'n Fee Name & Date Inspection Number: INSP-14140 Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 eo L Block: Permit Number: WS -3-06 -585 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number Parcel Number 1132050120100 Lot: Phone: 786/256 -6434 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP-14140 Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 eo L Block: Permit Number: WS -3-06 -585 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number Parcel Number 1132050120100 Lot: Phone: 786/256 -6434 Page 2 of 2 "" — o /roll CP. Inspection Number: INSP -11471 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Wednesday, March 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho • : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -3 -06 -585 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050120100 Lot: Phone: 786/256 -6434 Page 1 of 2 Passed Inspector Comments ,' ��►�� F,Lc& Ski-ei ��-iJ �''� . ot") k a - - ,mac, at.A.-e_ 1-t-o-e - o- � e L 4 ctlik_ 08-02_ 01414- Pa 12- a - Failed Correction Needed ..,91, Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until • "" — o /roll CP. Inspection Number: INSP -11471 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: MANGHAM, MICHAEL AND ALICIA Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Wednesday, March 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho • : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -3 -06 -585 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050120100 Lot: Phone: 786/256 -6434 Page 1 of 2 Pt-H BUILDING 1-11-Wdtr—IVED PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Elec rical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit eholder)4J /4G, 61 ce.. /lP , Phone # / Owner's Address ' /06.5" N 9v' 57/ / City /j! / S `iyt State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa•e Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Miami Shores Village Building Department 3 I 0 t06).10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7 � O ❑Addition ❑Alteration d ew • Ct +-r� 1 Submittal Fee $ CD • Permit Fee $ Scanning $ cc r • CD.CD Radon $ Total Fee Now Due $ (Continued on opposite side) AD AR n a )nnR 0 8 2000 ' Master Permit No. County Miami -Dade Contractor's Company Name /�J '�� ��7"� �i��'� S e. Phone # 966 S� V8 Contractor's Address /s/ (4,/ /c53 City /P7j i : / State Zip 33/4 7 Qualifier 0 .4-e, - C 2 /� / /be /? NO •--- 5TtcG 7< zip 33/ Phone # State Certificate or Registration No. Certificate of Competency No. Notary $ -� • Co' Training /Education Fee $ I • I Zoning Code Enforcement $ Structural Plan Review. $ Permit No. LU ' E Phone # Zip ❑ Repair/Replace e AtA Cam char.••, * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Square Footage Of Work: -S7, CCF $ 9- - gC CO /CC Technology Fee $ Co • Bond $ ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent 4 Contractor The foregoing instrument was acknowledged before me this`" The foregoing instrument was acknowledged before me this 2, day oft " ` ►r- , ru 20 Cby 44-IC—lin4 M- 1NCi,(4.A1- -q day of f ` tc rch , 20 Oa, by Age ICk p I I who is personally known to me or who has produced Q NOTA'Y,'UB C: Sign: Print: My • ission Expires: chc 05/13/03 APPLICATION APPROVED BY: As identification and who did take an oath. PUBLIC-STATE OF FLORIDA Yorle r: . • dez Expires. ya'v .0 Au. • Signature 4 . /10(e../0 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU l� � ARY PUB OF FLORIDA Sign: 413 y am:.. _ �_ =; - rnandez Print: c Bonding Co., Inc. My'C issiot xp ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** 1'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner F Engineer Zoning Issue Date: 3/10/2006 Expires: 03/08/2007 Owner's Name: MICHAEL AND ALICIA MANGHAM Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1065 94 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone DILBERT ENTERPRISES, INC 786/256 -6434 Primary Contractor Yes Comments: HURRICAN SHUTTERS (ACCORDION) Additional Information Type of Work: SHUTTERS No of Openings: 14 Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $5.00 $240.00 $9.00 $6.00 $266.40 Building Department File Copy Applicant Signature Mg Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -3 -06 -585 Phone: 1132050120100 Lot: PB: Total Square Feet: 518 Total Valuation: $ 7,470.00 Required Inspections Shutter Attachment Shutter Final Invoice Number WS -3 -06 -24100 Total: M AR 2 PAID C,G . Amt Due $266.40 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /06s NE 9 l ies r Permit No. Wg- D6- -g' Opening U Opening Design Pressure 9 er 9 ( // i3 /5/ Description of Window or Door or Mullion /•VId.rG✓Ac• ICI ■■•• el dos" G? Product Acceptance Number (0 Product Approval Design Pressure ( +) PSF ( -) PSF d.3•- 0444rA ( +) PSF ( -) PSF Rough Opening Size ®X53 S/( '-O s 40 x $� 6/ X Et SPX Zs/it Shutter Required Yes / No Mullion Required Yes / o • • • • • • • •••• • • • • .. • • • • p• • • • • • • • ... • ▪ .. • ..• • f. • Mike & Alicia Mangham 1065 NE 94th Street Miami Shores, FL 33138 door Portico SD 34X87 door FD 61 X82 Second floor 34 X 82 front door (no shutter) 149 X 64 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • 0 • • • • 0011 • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • First floor 20 X 53 •• • • • •• ••• •• • • • • • • • • • • • • • • s • • •• • • • • • ••• •• FD FD� FD 61 X82 1 X 60 X 82 63 X 51 63 X 51 20X53 66 X 64 7 r M I A M I-DADE BUILDING CODE COMPLIANC2 OVF ICZ (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79 th Terrace Miami, Florida 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami =Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, 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: HT - 100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. TERls1INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any ' product. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. 1f W 08 4.7 /o MIAMI -D tOW1Ti.FLPRIDA METRO -DADE FLACLEIt B3.1ILDW2i •: • 140 WF.O£FkAGLER.STREET, SUITE 1603 ' M14ML`gjrORIDA 33130 -1563. (305) 3752101 .'FAXj3Q5)'3JS -2,9(ffi : :. •. . . . . . . . . • .... •••• • • • • • • .:.. • •• ••• .. • • • • • .. .. • • • ••• •• NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 o(� HEADER -WA .107" 1 .e 4Q" t2 HEADE © MOUNT 1 SCALE: HALF 51 3.993 " 4.478" ADAPTER SLAT SCALE: HALF SIZE TED ® TYP. SLATS - SCALE: HALF SIZE GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOAI BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICI( 1 MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS. INC. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER AVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM ALLOY, U.O.N. � - co 12. ALL SCREWS AND BOLTS TO BE 2024 -14 ALUMINUM ALLOY. STAINLESS STEEL, an OR GALV&NIZ fO STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TU BE 3/16"0 5052 ALUM. ALLOY U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAYBE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. .048" t t 2 = 0 = 25" .326" 2@ BUILD -OUT WALL HEADER a SCALE: HALF SIZE 0 0 0 3.840" MA • •. •••• • ••• • .• •• ••• • 2.420" • •! •945" y 600" 2.775" 1 1.391" u1 N 1.891" � � I " MIN. -5" MAX. OANGL E SCALE: HALF SIZE 2.37 3" 1.158" 44'" eei O CENTER MATE 1 SCALE: HALF SIZE © LOCKING CLIP SCALE: HALF SIZE 0 r m ' I ' I Ln 151° 1.350" 1 A-500" (OPTIONAL) •.. • •rl • t (t1 .2) 29'• • �- � - . 472" I.D. 612" 0.D. t I11= .055" It2 =.076' ® SILL-WALL MOUNTED SCALE: HALF SIZE • t3 11 = .055" t? = 097" O CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL x 430" I I ASSEMBLY 375 "� ' .320 "0 HOLE • .056" I II 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. NYL ON •WHEE RIVETED IN PLACE 251" ROLLER ASSEMBLY 12 SCALE: HALF SIZE r _ J I I I 1 I I I 230" 300' MAX. TOP 0 r 375 15.1 1 ' @ BUSHINGS SCALE: FULL SIZE .360.. .8101 50' 150" 485" ® ADJ. SILL -TOP SCALE: HALF SIZE .248 Lj0 BOTTOM MA X ' CARRIER .0 6 0'-• .230 ' MAX. 3.245" 3.049" )60 055'41 1.533" o' N C7* N N. .055 " .500" ../ 1.533" .055" 641" } ADJ. SILL-BOT. ALTERNATIVE SCALE: HALF SIZE OADJ. SILL -BOT. SCALE: HALF SIZE 0 1 " I.D 30" O.0. o N 1 o 0. 1 r' 1 )60 L .060" -� o- - }�06� m .080" 250" .949" 1.391" 1.891" L--� 0 .0 N 0 4 In O 9a CENTER MATE 1 (W/ LOCKING ROD) SCALE: HALF SIZE 0 s to °INSERT SC ALE: HALF SIZE t = .200" O N WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE () FLOOR MOUNTED ° BUSHING (NYLON) 18 SHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 0 .09S" - .136 ". /'-f - .250" 3.283" 1.250" 1 090 END SLAT SCALE: HALF SIZE 1.250" . 42 ' .942" '.659" 2.101" 3.465" 3.267" 1/8' THICK STAINLESS STEEL O 14 LOCKING ARM SC ALE: HALF SIZE 98 .050" � FLAT END SLAT SCALE: HALF SIZE .40 0 0' N O CENTER MATE 2 (W/ LOCKING ROD) 1 SCALE: HALF SIZE PRODUCT REVISE': as complying with the Florida Ruiding Code Acceptance No03 - r✓ 1 . Expiration Date 0 2-a 08 B �/ 77 Miami D t Product Control Di1•isiun z 0 6 6 0 t S u " re • • u ITi {• C 124 tPa O 14 i O at Uo 12 V.J. KNEZEVICH PROFESSIONAL ENGINEER FL License •: P 001091/3 N 0 • A • • • i 0 Aare 10/17/2002 scale AS NOTC7 aravn'by MCA dellQn by l VJK 2 2003 checked by VJK drawing no. 03 -814 ( sheet 1 of 7 n 0 0 N CO 0 0 0 0 cn 0 3 •0 0 c i o_ 0 0 u I 0 0 O 0 0 •1 0 0 0 0 a. tfl tas TOP TRACK m ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION BOTTOM TRACK FASTENER @ 24" O.C. (SEE ANCHOR SCHEDU FOR ANY ACCEPTAB ANCHOR). PLAN VIEW VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. .. I • .• 100° T YP.) 6-1/2" SCALE: 3/4" MIN. SEE FASTENER SCHEDU ��1 MAX. ►S 111111111111111111111 MEM 1011101111111011=11111111WIIION OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSIONO1. BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) PLAN VIEW IN. SHUTTER SEPAR F - •• =' "' EE SCHE - `'EET 5). DtST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLA 1 "x1"x1 /8" ALUM. ANGLE W/ 3/16"m POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL N E SECTION 5 REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" .50 "0 . • 1 • • • • • • • 1 ) LOCKING PIN GP SSEFIBL Y OPTIONAL ACCESS HOLE EXISTING STRUCTURE • • ••• •• •• • • • • • • • • • • • • • ••• •• . • SCALE: 1 -1/2" • 1' -0" •• • • • USED WITH PIECES 0 AND SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING •• • • .•• • • FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). •• • • • • . • • •91INGLE ARM LOCKING • • •• •• t'IECHANISM AT CENTER ••• • • 6R SIDE OF SHUTTER. • • • • LOCK MAY BE INSTALLED ON • • 2 1 / 4,WIDE OR OUTSIDE OF SHUTTER .. SIEtL6 7�RM1 OCK •. • r T�. • • • ••• •SLtiGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. 2" MIN. /!• f li I T WE � EXIST '-, ° kW amni / O SHIM GLAS -� ( P.) 0 1111 ' SINGLE ARM LOCKING � 1, • MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK MAY BE INSTALLED .= INSIDE OR OUTSIDE O. UTTER SEE FASTENER SCHEDULE PLAN VIEW FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 1 (TYP.) T 0 - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "O POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 112111111111•■rJ11011 13 - 1111 SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE: 3 ". 1'- 0" CARRIER BUSHING 7/16" 0.0. IPP BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460'07 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" & SSE LY OPTIONAL LOCATION / CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET - 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0.63" LONG NYLON 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE ■ F. 47 • '11111b.. ay _ EXISTING GLASS (TYP.) 6 -1/2" 100° FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2° M FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 ��7 Enpir lion Date) / By i _Arm/ i•, Miami Da. " redact Control Division wir V � ro 1-5 cc I° 0 VJ. KNEZEVICH PROFESSIONAL E INEER FL License No: .10E$3 r 2003 • • • • • data 10/17/2002) cc •l• AS NOTED d•slUn by VJK 0 m N N N m 0 0 s 0 (dr•s.n `` NCR t (ch.ck•E byl VJK) •r•rin0 no. 03 -814 sheet 2 of 7 • E a 0 In In 0 1/2" d•slgn by VJK I e•t• 10/1 '7/2002) sheet 3 of 7 SEE A OR D t 1/4" MAX: l7 0 w ~ OR DOOR 1/2" 11 CONT- EMBED. 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. ® WALL MOUNT SECTION SCALE: 3" . 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT 1/2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 1414 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9- 3/16" MAX. TYPE ANCHOR E FOR MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPA,NG 1/2" CON; 0 CONT. \-- 11 CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ CONT. NUT 12" O.C. (TYP., TOP F. BOTTOM) i . 45 / 8- ROLLER ASSEMBLY •1; TYP. EVERYOTHER P cc w w w O — 1 8 \ 15 to 1Z 1/2 NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ® BUILD_OUT. MOUNT SECTION SCALE: 3" . 1' -0" 1/4" MAX, • • ••• • • • ••• EXISTING CONCRETE. MASOligle; ' IS ' ' .' ' OR WOOD STRUCTURE. SEE • E opt S'OIO ANCHOR SCHEDULE, TYP. • �•`` WW.000QDS TR ��IICT RE. SEE •/ • gevNCHIOR 9CHEBUtt.•TYP. " E0.EQ TABLE 2 OR POP RIVET EK SCREW .C. (TYP.) ASSEMBLY x1 "x1/8" LUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" 0.C. 1/4" MAX--I Z QJ am VQ 01.41 JJ J3 40 w XI Qv f CEILING /INSIDE MOUNT SECTION SCALE: 3" = i• -0" N 0 w - 5/ • 8" MA X. • •• C ••4_ • • •• Q • • •• 5E • EQE C 1 .4NGHDR. SEHEDVLE FOR MAX. SPACING • • • •• • • •• •'z • • DIST: • • • • Q • • • tiep •• w • = Zow Lq� x u a iQW OR D OOR XI • Q N 3/16 "0 POP RIVET @ 6" O.C. (TYP.) -1/4" !I •' EDGE /4" MAX. L 0 w OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ' ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE FDGE DIST. SCHEDULE MAX . FlfF DIST 1 SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. 0 0 1/2" _.._..... I SEE TABLE 2 0 1 1 Fl 27/8 Mil. Al ft, MA w OR D00R w Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ® BUILD-OUT MOUNT SECTION SCALE: 3" TYP. TOP & BOTTOM AX IA X.-1 1/2" Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. 0 O 3 -3/4" MA). 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING "-1/4 -20 MACHINE BOLT W/ UT @ 12" 0.C. (TYP., TOP BOTTOM) t T N �E ON` LG bIRECTI 1 YP.) - -� z a DAL vJ .m • 0 Jw QJ 0 Q w I iU LLIN w Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ` 111 CONT. - FOR - LARGER -SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5/8" MAX. � BUILD-OUT MOUNT SECTION EXISTING WOOD OR STUCCO FINISH MATERIAL 4414SMS(al2 O.C. MAX. IN BETWEEN TRUSSES EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. MAX. 1OTOP & BOTTOM r -1/ 4" MAX. X1/ 4" WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" . 1' -0" OR DOOR 0 w 0 4 CC w I 3- i- 0: 3- w z w D. w t7 0 w O w 4" x. 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"o WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS r -1/ 6" MAX. . z z 4- Qaw Q. inJ .a m 3Q w 0 J W t- J 3 Q � . Qw XEu Q on Z w 1-1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2 1/4" MAX, 1/4" BUILD -OUT MOUNT SECTION SCALE= 3" = 1' -0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 8-1/2" SPACING PRODUCT REVISED as complying with the Florida Bidding Code - Acccptsnce No 0 Expiration Date 0 By Miami DadA'roduct Control Division O 0 MI ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN. . 2" x 5" 5' -0" 9 -5" Tw = .125" 8' -0" 8 -1" Tf = .125" 10' -0" 7' -6" 5' -0" 14' -0" 2' x 8' 8' -0" 11' -6" Tw = .072" Tf = 10' -0" 10' -4" .224 2" x 9" 5' -0 " 15' -5 ". 8' -0" 12' -5" Tw = .072" Tf = .224 10' -0" 11 -2" EXISTING STRUCTURE TWO 8 "0 POWERS CALK-IN 9 3 -3/4" O.C. 4 MIN. EMBED. IN 3 1 CONC. WITH -1/2" MIN.. EDGE IST. OR FOUR ELCO CRETE -FLE C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE IST. IN EACH ANGLE 8 DOOR OR DOOR TWO 3/8 "0 POWERS CALK -IN eu 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1 -1/4 r DETAILS V1 &© THREE -1/4 "0 THRU BOLTS • ••• 1" MIN. • • • • • • ALUM. BEAM (SEE eE•AM • SCHEDULE BELOW•FOR • BEAM DESCRIPTION& • MAX. HORIZONTAL SPANS) (MAX. DESIGN LOAD 2 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEAIO,SCHEJQULE FOR DETAILS Fes) AND(J ). 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO QOF SUPPORT. Tw ACCES HOLE (MAX. DESIGN LOAD a 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" " 1' -0" 0 1/4 -20 S.S. MACHIN6E.CREIJ • & NUT p 12" O.C. USE 'WPM* • BOLT OR ACCESS FjC1t,E �S; ; • SHOWN IN DETAIL(J) -1/4" MA z 4 0 m dr In X 4 E x3 "x1/4" 063 -T6 ALUM. ANGLE THREE -1/4 "O THRU BOLTS ALT. LEG DIRECTION o8 CC 10 ~ t - W QOW ~ W II D O ww • Ln V J Dayx Q ~, 4 I-z� I"OOOC o tn • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • ••• 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT ((ooff� 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL H ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE t.00- DRY . 7/16 "0 HOLE ° A LL 5/16 "0 HOLE • • • 1.13" • • • t t • • •• • • • • ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3"= 1'- 0" 0 0 1.12" 1J 1.86" 3.75" 1 6.00" 1.86" 1.12" 0 3.00" 3.00" 3.00" 1.00" 5/8" MAX. OR DOOR N PLYWOOD AND STUCCO FINISH 5/8" MAX. SEE TABLE 2 (MAX. DESIGN LOAD: 72 PSF) MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE CO 12" O.C. TWO 1 /4"O S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 "x6 "P.T. WOOD PLATE _11/2" OWALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0" PLYWOOD AND STUCCO FINISH SEE TABLE 2 SEE TABLE 2 GLASS OR DOOR 3/16 "95 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 1 /2 " 11 z 4 0. to 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT (T 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PEN'TR IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4"x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1-0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. .,EQ. � CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING r-1/4" MAX. 3/16' 0 POP RIVET I. @ 6" 0.C. (TYP.) —1/4" MAX. PRODUCT REVISED as complying with the Florida Buiding Code Acceptnoce No OS - 0 J • 0 Expi ation Date /7 2 o o 8 By Miami Dad roduct Control Division '2 0 c N I 0 scale AS NOTED G•sipn by v Jn 2 2 VJ. KNEZEVICH PROFESSIONAL E. WEER R License Noe !..10983 200 0 to N 0 N O 1) 0 0 co Gale 10/17/2002 drawn by ` PICK (U•c1.•G b v nc J drawing. no. 03 -814 sheet 4 of 7 3 M4►k4MUI A c � AB iE ip AN SCHEDULE • NEG. DESIGN LOA • (P9F: . • • Wft k ' ALL 40UNTdNG tyDISI(:%$111GtErNDLF�RFOUIRED :OCzp� • • C E F (FT - IN) • TYPE B•' • DETAIL OF OR DETAIL uloi ••© V . • , IiEQU4RPD� . 3 -3 /4" MAX. B.O. (FT - IN) TYPE C DETAIL © DOUBLE • • ANGLE .'j -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL ® 9- 3/16" MAX. B.O. (FT - IN) 30.0... :1i -• • •1a - 4. 13 - 1 12 - 7 38.0 �• •11 . 1• ••.lt - 0 ; 13 - 1 11 - 2 40.0 '12 ='11 ' '111"8" 12 - 5 r 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8 - 0 6 - 3 6 - 3. ' 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 - 140.0 5 - 2 4- 1 4- 1 4- 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 - 7 3 - 9 170.0 4. -3 3-4 3 -4 3 -6 FASTENER (0 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 4410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (01 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x .055" • 2" x 4" x .0b5" OR 2" x 5" x .125" AL. ANGLE 1" x 2" x 1/8" ALUM. ANGLE 3 4410 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY ALT. C>`OSURE DETAIL SCALE: 3" .1 " MIN FASTENER 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) Q ALT. C . RE DETAIL SCA = 1. -0.. #10x1 OR 3/ (01 18' Q CORNER CLOSURE DETAIL P SCALE: 3" = 1' -0" / " GALVANIZED SMS '0 ALUM. POP RIVET 0.C. T A B L E 1 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE NOTES: - 4410 TEK SCREW OR 3/16 "0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON ALUM. POP RIVET (01 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE RCI SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE _ - 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (Ol 24" 0.0 EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ® AIT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0" MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) . • ,nhn" z 4 a• J 3 0 4 J ~ J w 4 X 4 W VI w = 1/4" OALTE RNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (Ol 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida 13uiding Code Acceptance No o3 - o7 Expiration Date 0 WOW B y . / : Awe Miami Dad roduct Control Division 0 0 a r N rr m 2 0 z z 0 8 c 9 w h m 1, 8 5 a a a Ep I° 0 fastimamewmagomo V�- t(HEZEVICH PROFESSIONAL E INFER R. license 10363 •c .1. AS NOTED' a•sI9n by VAC 0 cr V m O 7 8 (date 10/17/20021 ar.rnbr MCP chocked by) ar•rin0 no. 03 -814 ( sheet 5 of 7 COPYRIGHT 0 2003 KNEZEVICH ASSOCIATES, INC ne\ka\CADD\Associations\Hi— ch\GHPP\03-814\R1— MAX. SHUTTER SPAN 08/21/2003 0 rint Inform:Ai MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS T HAN EQUAL TO 30OR ' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS •FOR INSTALLATIONS AR GRE 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 - -3 - - -- 2 -1/2 -- ---11--0---- 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -718 1 -3/4 11 -0 3 1 -3/4 .11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 - 5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 -6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 . 9 - 0 3 2 -3/4 10 - 3 3 3 FASTENER (0 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 4410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (01 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x .055" • 2" x 4" x .0b5" OR 2" x 5" x .125" AL. ANGLE 1" x 2" x 1/8" ALUM. ANGLE 3 4410 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY ALT. C>`OSURE DETAIL SCALE: 3" .1 " MIN FASTENER 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) Q ALT. C . RE DETAIL SCA = 1. -0.. #10x1 OR 3/ (01 18' Q CORNER CLOSURE DETAIL P SCALE: 3" = 1' -0" / " GALVANIZED SMS '0 ALUM. POP RIVET 0.C. T A B L E 1 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE NOTES: - 4410 TEK SCREW OR 3/16 "0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON ALUM. POP RIVET (01 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE RCI SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE _ - 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (Ol 24" 0.0 EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ® AIT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0" MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) . • ,nhn" z 4 a• J 3 0 4 J ~ J w 4 X 4 W VI w = 1/4" OALTE RNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (Ol 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida 13uiding Code Acceptance No o3 - o7 Expiration Date 0 WOW B y . / : Awe Miami Dad roduct Control Division 0 0 a r N rr m 2 0 z z 0 8 c 9 w h m 1, 8 5 a a a Ep I° 0 fastimamewmagomo V�- t(HEZEVICH PROFESSIONAL E INFER R. license 10363 •c .1. AS NOTED' a•sI9n by VAC 0 cr V m O 7 8 (date 10/17/20021 ar.rnbr MCP chocked by) ar•rin0 no. 03 -814 ( sheet 5 of 7 COPYRIGHT 0 2003 KNEZEVICH ASSOCIATES, INC ne\ka\CADD\Associations\Hi— ch\GHPP\03-814\R1— MAX. SHUTTER SPAN 08/21/2003 0 rint Inform:Ai . • ••• �t iOR SCHEDULE • . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V .CC in H uutt ANCHOR TYPE LOAD - MIN. 2...kDGE QISTANCE . • • . .• • :SPANS UP TO 13 ._ 1 ,. (SEE NOTE 1) SPANS UP TO 5 . - 8 .. (SEE NOTE 1) MIN. 3' EDGE SPANS UP TO 8 . -0 , . (SEE NOTE 1) DISTANCE SPANS UP TO 9 . - 0 .. (SEE NOTE 1) SPANS UP TO 13 ._ 1 .. , (SEE NOTE 1) (W) P.S.F. MAX. SPANS UP TO 5'-8" (SEE NOTE 1) SPAP2S:JP.7b • • It -V'. . (SEE MOTE I) :SCIA- UP T;0 • • . • . 8'.0" . (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION (SEE C1 C2 NOi63)' C3•t;4 TYPE : el CONNECTION • •tSE! t 1 2: ring f9 TYPE sr =L • C5 CONNECTION • 1 (SEE C2 NOTE C3 TYPa 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 12 . 1111111111111111111111111111111\ 12 45.0 12 12 12 12 7 12 12 12, 1 gi 4 3 :7. 4.00 4 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 9 8 3 3 12 9 6 12 12 12 6 11 9 10 6 4 8 3 ' 5 4 % 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 1 /4"0 ITW 1 - 1/4" MIN. (MIN. 3,100 TAPCON W/ 73.0 12 12 12 7 4 10 5 5 5 9 4 3 4 8 3/ 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 EMBEDMENT 105.0 10 5 5 5 3 8 3/ l 4 8 3/ 4 8 3 4 1i 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 PS.t. CONCRETE) 170.0 8 3/ 4 / 8 3// 4 8 3 /� 4 / 6 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 31311)NOD * d07-1 1/4 "o POWERS W/ 1/8" b 1/4 - 20 STEEL MACHINE (MIN. 3,000 4 5.0 12 12 12 12 9 12 12 12 9 12 12 12 8 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 CALK -IN EMBEDMENT STAINLESS SCREW P.S.I. CONCRETE) 57.0 12 12 12 10 7 12 12 12 7 12 12 12 6 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 12 6 6 5 12 5 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12. 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 12 5 • 4 4 12 5 1 4 4 12 11 11 9 6 12 6 6 7 5 12 '6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 12 5 4 4 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 12 12 12 6 6 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 12 8 5. 10 10 10 5 9 7 8 5 6 3 12 12 12 12 12 10 7 6 4 12 9 12 5 12 5 7 5 4 3 10 8 8 3 9 3 6 4� 3 7 7 4 44 4/ a ) 1/4"O ZAMAC NAIL - IN MIN. EMBEDMENT (MIN. 3,000 POWERS W/ 1 -1 /8" P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 ' 3 id 12 105.0 8 4 4 4 6 '�FW�� '� 3' / /�AM'. 4 170.0 6 �'�'�y��� / �'�"�� I i/� , �' 4 ,* u"""i ":r.:,n:.n:nm"c * I ! I " " " " " " " " "` 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT 8. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.300 P.S.I. CONCRETE) 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 5 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 1. 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 .12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 ■ 12 4 4 7 4 17 0.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 [(===> 7 seem 111111111111111lm, 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0. 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7. 12 6 5 7 4 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3.320 P.S.I. CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 6 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 6 8 7 5 7 4 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 • . - 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1 /4 "WE LC3 /l EMBEDMENT (MIN. 3,350 PS.1. CONCRETE) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 B 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 r 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 a00M 1 111111111111111111111111111t► 0 1 N LAG W/ 1 --3/3/ 4" M MIN. . THREAD PENETRATION SHEAR PARALLEL OR PERP TO WOOD GRAIN 45.0 12 12 12 9 7 12 .12 12 6 5 12. 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 7 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 1 12 5 5 4 4 3 3 f 105 12 9 8 3 3 12 5 4 3 f 12 / 5 4 3 / 12 5 4 170.0 12 5 4 3 f / 12 5 4 3 4 12 5 4 J 3/ 12 5 4 3 l ( suolslnaJ d•serlpel•n COUNTY COMMRNTT ✓ - 7. 03082202458D) io i,oizI 11 OSj sae• 10/17/2002) scale l�aravn'Oy AS NOTED)) MCP d•.ign by lfchecked vJK D j . vJK . .raving no. 03 -814 ' sheet 6 of 7 in co a. d I- 1 In 0 0 0 u 0 U 0 0 d 0 0 u 2 • • ••• • • • ••• • • • • • • • • • • • • • . • • SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Bolding Code Acceptance No O - O 7.01 Expiration Date 0 Q>lZodB By o Mia g i Da Division rotlict Control ul 1 o 2 M T u E p 4 d 0 O t J ' .1 S A • N W o IC • , N4 6 S y T SZ � 4 J s V.2. KNE2EVICH PROFESSIONAL E NEER R_ L n.. its ' .0383 COPYRIGHT C 2003 KNEZEVICH & ASSOCIATES, 'NC Print Information: • • ANC31ji SCHEDULE FAST XI FASTENER MAXIMUM %PACITIG (WCI1ESf REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS . j H H N LLi ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE _ MIN. 3a EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP•TD 8.-0..: : (SEE NOT E 1I ' •s, PAWit•Uli TLO •• • 4.-1...*. • • (SEE MOT? •� • UP TO . • • �, l1 ,. • •(SEE NOTE 1) SPANS UP TO 5 , -B „ ( SEE NM 1 ) SPANS UP TO 8' -0,. ( SEE NOTE 1 ) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13. -1" (SEE NOTE 1) :E NOTE ) CONNECTION C1 TYPE C2 IC3 C4 CS CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 • T.,5 CONNECTION • ( §EE NO' ( C4C1 CoNNECTION • 1 (SSE to NOT C3 TYP C4 a C5 CONNECTioN C1 SEE :2 1 C3 TYPE C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 ; 1 /4 "O ITW TAPCON 1 -1/4" MIN. EMBEDMENT 45.0 12 7 12 7 A 3 5 4 , "" ai • L, ; "" / l ,I 4 '�'� • ,�' 3 r,� 3 ♦ 412 11 8 6 12 11 8 3�����O 12 11 8 10 8 6 5" 10 8 3 10 8 r 3 3' 3 4 5" 9 5 3' 3 ' 5 " 3 A O 3 3 A • 73.0 7 W/ 105.0 5 170.0 4 .//. %//, 4 'A." 4 "" 4 'af%I �i�� %it 5 " 3' 5 3' S 3 * 1/4"0 POWERS W/ 7/8" 1 1/4-20 STEEL MACHINE - IN SCREW 45.0 12 12 12 7 5 11 11 11 5 10 r r 4 7 12 12 12 12 7 12 12 12 8 5 12 12 12 7 5 a 5 le 57.0 12 12 12 6 4 9 9 9 4 8 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 4 73.0 10 10 10 4 3 7 4 3 3 / 6 4 A 3 / 5 4 4 4 12 12 12 7 4 9 5 4 5 3 8 3 3 4 // 4 CALK EMBEDMENT STAINLESS 105.0 7 3 3 3' 5 " �; 5 " E' 5 'e' /� 8 4 4 5 3 7 55 4 S 7 'S 4 5 7" 4 170.0 5 �" 5 'll " 5'1I 5 O I rI AB 7 MN 4 7 Ere 4 ' 7 S' 9 � 4' 45.0 12 12. 12 7 4 8 8 8 5,7 7 7 4% 5 ;� % 12 12 12 9 5 9 9 9 6 8 8 5 6 a 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 J 4 /, 10 10 10 7 4 7 7 7 6 5 6 4 4 3 1/4"0 POWERS . ZAMAC NAIL - IN W/ 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4 ' 5 3 5 3 4 "" 4 MIME 8 8 8 5 3 6 3 3 4 4 5 5 55 3 4 5 1. 3 ' . 3 ' 3 4 3 3' 3 5 lio A rid PM 105.0 5 % 4 "" 4 „ ' � ' 4 '� ♦ � ' 5 3 3 4" r 3'� 4 " 3 r N 4 S' NE I E 01/1E1 r pi 170.0 4 "J 4' 4 " "�S "aam'r 4 Ka 3 ' 4 " ©S 4 * n 4,,eom,w,u,,,, z * � , G] ,,,,, »,»,,,,: 1/4"0 ELCO MALE/ FEM „EHN. EMBEDMENT SCREW WITH CHINE 45.0 12 12 12 9 7 5 4 r 12 10 12 10 6 5 4 3 11 9 11 7 11 8 5 6 6 I r 12 1 2 12 12 12 12 10 8 6 5 12 10 12 10 12 10 7 5 4 3 12 9 12 7 12 6 6 5 4 3 8 6 - 57,0 12 12 12 73.0 11 11 11 5 3 4 4 3' 7 3 3 3 5 6 rail 3 dig 12 12 12_ 6 4 4 4 4 ' 7 3 3 4 ' D 6 105.0 8 4 4 ' 3 3 5 6'S Di 6 "� 3 ' 3 ' 6 6 'S S' 3' 3 ' 6 6 Km= "�'� : •' ETA 3' 3 5 6 " 6 ME 3 3' 5 6 " 6 170.0 6 45.0 12 12 12 10 5 11 11 7 r r r 6 7 4 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 57.0 12 10 12 10 12 10 8 6 4 4 3 / 9 4 9 3 " 5 4 3 ' , '/ "N S 3 3' 5 S 5 � ' 5 r 3 3 / 3 ' / 12 12 12 12 12 12 10 7 5 4 11 8 11 5 11 4 " 7 5 4 4 3 5 10 7 7 " 8 3 9 3 6 4 4 / I 7 7 7" p,p � 4 4 4 re ): mmum `tmtm "1'= 7 3.0 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX W/1-1/4 "EMBED 105.0 7 3 3 8 4 4 5 3 7 170.0 5 . 3 ' 5 " 5 " 3 5 S i©' �/'� 7 " 7 F A r e. 12 121 IN 8 7 " 4' 5 45.0 12 12 12 10 5 11 11 7 10 6 12 12 12 12 7 12 12 12 9 5 12 12 57.0 12 12 12 8 4 9 9 5 II 2 11 11 11 7 4 10 8 9 6 9 4 1/4••0 ELCO CRETE FtE MIN. EMBEDMENT E 73.0 10 10 3 10 3 6 4 , 3 4 3 � 3 r ' 6 5 , 3 � 3 5 5' ' 12 8 12 4 12 4 7 5 4 3 8 7 5 � 4 5 4 3 � 7 7 , 3 'S 3 4 4 , � 7 Si " 4 1. 4 5 105.0 7 170.0 5 46g 3 5 5 Sim 3 5 5" 3 5 5 E' 3 '�"��" 4' 7 "a 4 ' 7 • • ••• • • • ••• •• •• • • • •• •• • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. FIELD FYRTHAT FASTENERS E S ARE FRAMING NTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN H ASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER EAD (SIDEWALK BOLT). U.O.N. 9. FA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8-1/2" D.C. 12. FOR BUILD -OUT MOUNT SECTION 0ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. PRODUCT REVISED as complying with the Florida Bniding Code Accepteace No O Expiration Date O Mithni DgdirProduct Control Division C 0 U scat• AS NO1LD design by V dc W l0 4{00)0 ¢mmlfl vv oO �olnul >tmm Z f JX - < w< cgI r VJ. XNEZEVICH PR OFFISJOAIALJJ/GINEIR R. tiR. License ligrIPW0010911.1 a 2003 acre 10/17/2002) aravn'by MCd checked Oy VJK 'Or owing no. 03 -814 sheet 7 of 7