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WS-07-996Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/08/2007 Inspector: Rodriguez, Jorge Owner: CLIFFORD, PAUL Job Address: 1285 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHERN WINDOW TECHNOLOGY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)505 -4122 Parcel Number 1132050220010 Lot: Phone: 305- 253 -2560 Building Department Comments REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS . /0 0 Passed ,.. ' Inspector Comments It/ .1 7 it Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, November 7, 2007 Page 1 of 2 C llntcn , lArlo,e,hci • Miami Shores Village' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. \145 cn -q 1c PERMIT APPLICATION Master Permit No. FBC 2001 it 77) °3 ° 7 _ ,Th MA 1 5, 2001 ►� Permit Type (circle): : uildin Electrical Plumbing // Owner's Name (Fee Simple Titleholder) PiJ/j. "0 0 I; ri-dpb �5 hone # Owner's Address 4a . s N, �' 1,0 ('sk S tf.,e City rnt )341,►,i CI (tAys State Zip 3 3 13g Tenant/Lessee Name Ni G 4 Phone # I /4-- Mechanical Ali Roofmg Job Address (where the work is being done) 1 � E S City Miami Shores Village County Miami -Dade Zip 3313& Is Building Historically Designated YES NOd Contractor's Company Name Contractor's Address ? q3 'ct Sic) ) 6 (0 w 4 b e _ City ow prry , ,, -� State r Qualifier 141i4Y). iIj o tik It .-d 'U 3,1 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 40) U a iN Phone # 30 a2 5,3 e5f 0 Zip 3 ) [ Phone # Square Footage Of Work: Type of Work: DAddition DAlteration :New Describe. Work. 'k'__ 140 -c;) (°- 1U .Z(to Open ,U4 Repot ' "•lace 0 Demolition ftJ� � * * * * * * ** * ** * **** * * ** **** * * ** Fees ** *** * * * ** * * * * * * * ** * * : ** * ** * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Li Radon $ CCF $ 2-4 CO/CC Technology. Fee $ 5C) Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ .521 -5 0 (Continued on opposite side) Bonding Company's Name (if applicable) 01 , Bonding Company's Address City State Zip Mortgage Lender' s Name (if applicable) Id A Mortgage Lender's Address hkil 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 MR 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 COMM+NCEMIENT 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded of commencement must be posted at the job site for the first ins + 'on which occurs seven (7) days after the building pe is is , ed In the absence of such posted notice, the inspection wil snot be,.pproved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this J7 The fore oing instrument was acknowledged before me thi day of 'C ,� , 2081 , by , day of 2O(, by who is personally known to me or who has produced who ' ersonally known-To-114e or who has produced cation and who did take an oath as identification and who did take an oath. NOTARY P .... 1.mAt Sign; ' � ' t` E, AVVA ��'.: ';cn # 00322107 Print: , C- t cot ,- t iCe LoPresti ?' r �` E res August 2, 2008 .- Commission # DD322107 M Commission E ires :• Y XP Pf� , �,„ d,d T„1 F.b,.l,m..,,� uw eooae� -ao,s My Commission Expires: "'��, p„0 Expires August Z 2008 +i1 i��` Bonded Tmy Fein • I nCe. Ina 800,1557019 i. *at�e9c * * ***at *at* *ale a4akitat> ratikakatrfY**�e *atic **aY�e ***i�ktr**>F *at atahaiJtaY**+ k**** ** atak* �r* *> t**> t* 9a& atattk le *at *atat *�e>ti�ai:�fT:Rrt>tia4** *aka * * *><,e*�t9c* (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * ** ******** * * ** * * * ** * * * * * * * * * * * * *** * * * * * ** ; ** **[* * * ** */� *, * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L/ �° Plans Examiner Engineer Zoning Contractor APPLICATION APPROVED BY: Chc 12/15/03 1 Miami Shores Building Department 1 Product A • royal Schedule / Cony a orison Chart Address: r2_$ $ Pcrmit No. ening Emu MOM MINI ■ 1:r+ r r • MI M. r. M sal �I� r s s i c s'• ' 1 02• • l 7 ii�n 0 �1�� F t' '• ] • N 0 • nour rapa i�+�ius ' -e • 5 d - ' :Ui 1k y` %AD fr2 F ` �' . 6 �: ��E � f '�. — o - - .�: Dive mirrass1+zinsi CEIVAILI1711M111111 N 11111%111101111moimMIC es WAIN •I 0 4 I ∎. M e grant i t o gi-mM;11110.10111111111EM111111111 IosimiNt• z'IITnitAinil RaT•ice ; ri za 7 L �J emi IRE , 1M'& F lye' ►lsa t, • /.t72 .0_ '1 •] r EmatamollEr ®I. t .gal �'t• �b p f �• .+iy"''' �%`r i NO �j �� iii[ .� 1 ,'ice di. -07e till : --: �i , : C?�Y►.�1 1''-ilt- -•� ,�1Ui � MEW �► ► is i 4 ,• • t2S-!. 0 '• • - '1•> >O. , 6�t�irB '>•�'''�L•'1M II eS M ' Y.Q'\ • (ttl'? 1 .o1 2 q• Q , fj7T_tjr 1117141111111111M11111111ff mark _pit_ • 3•i' "' • .� ismut el .'i a mom= NO i` Description of Window or Door or i rf Dili Product Acceptance Nutnher Product Approval Desi : Pressure (4) PSP ( -) PSF Opening Dcsi: Pressure (t) PSF ( -) PSF Shitticr Rcgnired Mullion Required lmpnet Ya /No Yes /No YYet _No_ Miami Shores Building Department Product A' a royal Schedule / Corn • arison Chart Address: V2515 S. ti) ,..etfcrmit No. 0. enin Descri lion of Window ?endues Acceptance Product Approval °petal:Jr MO n Citn,gb Opening_ Dcsi Pressure Pressure Size Studio Required Mullion Required imaict Yes/ No 'Yes / No Yet / NO ar Doer ar Mullion Notritter ME 11/VIIIIIIIIIMITiltiyAnap2R^111111MMEMIIW 1.111MICENTraMWIMMEMITINTIIM reeorMITS1 . • e IrtX9111111111111MER rivgigritriMagrana ilii.W1111111EM ffiralliren:WM=IMarrinlk. MIIIIIIWW/111rav k:Z1111-111 VIX51111* • ii'MMF47412 I-tio 6 • WinillMal Alinvi_saadM1411MINIMUI11111111111M1111111 (+) ?SF -) ?SF - 0 go -.60 (+1 ?SF (-) ?SP . 2_ iziasEw•mil 1111K:MI 11111111EIMUIN 1111=Mill illEMMII I --• 0 ,0 7.13iirCili F5rIMIIN 0 lio 0 _IIIMMIIIIIIIIIMMIIIIIIIUMIll 1111251111MRCEIIII IIILITOIC'MCIIIIII '1(bil--M91111 vo -30 1M. RIMMENIII So in • G 0 IIIMIIIMIMMINEIDIIIII g - g 0 :.• -: b 0 kArg% 14111 140 a ,--0M, ‘8 Nimmi- 17-M111. iii. iklU'a . 1 - 0-ckDAS ±'O --.so 111M4 - 41 'Itil111EvYMMI MiriffliMMIWIIMANIIIIMIMIHNIIIESMOMI 1S' • 6 b, x .- 3 11P-411IiMararlEtitilMENANNIMMENIMMIT th.L MEM= NO =MIS MEMIIIIII ur.e. e. &UMW FtWillitaAlvta 11120.11M0311%giiiiii Ffacilarovrameami • i.eniirrain Wllff .._--0--teko % A-7 6 -: xialaillitinsitwoatillk. • • • • • • • • ttamt-.141111,41,11Mikesexis3 ■ -b • . . W -.6 lb simmomi, s. -0 0_ - . b - • • • • • . , • • 0.0 • • • 000 .. .. • • • 0. .. • • • • • • • • • • . • • • .• • • • • • • ... • • . • • • 040 • • • • 00. FLORIDA BUILDING CODE, 2004 • 000 • 000 • 4100 • • • 410 • .. • DESIGN PRESSURiSFpR dolityAtsilV& CLADDING 4141. • • • CALCULATIONS CONFORM WITH ASCE 7 -05 • .. • • • 00 0.0 00 • • • • • • • Page 1 of 1 Building Information Job Information Wind Velocity (mph): 146 Importance Factor: 1.00 Exposure Category: C Directionality Factor (kd): 1.0 Internal Pressure Coefficient '+/-': 0.18 Mean Roof Height (ft): 25 Building Width (ft): 440 Building Length (ft): 85 Roof Slope (x:12): 6 Width of End Zone (ft): 8.5 Calculations Type: WALL OPENINGS Job Number: 2006007A Company Name: SOUTHERN WINDOW TECH Prepared By A THOMPSON Date/Time: 5/10/2007 11:33:42 AM Client Name: CLIFFORD Job Description: IMPACT WINDOWS FLOOR 1 1285 NE 101ST STREET STNXTURES LlC Opening Mark I Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (in) Max + Pres. (psf) Max - Pres. (psf) A HORIZONTAL ROLL 4 3.5 37 50.625 59.8 -65.0 B HORIZONTAL ROLL 4 3 58 63 57.2 -623 C HORIZONTAL ROLL 4 3 58 63 57.2 -623 D HORIZONTAL ROLL 4 3 58 63 57.2 -623 I CASEMENT 4 3 58 51 58.0 -63.2 H HD TUBE 1 X 2 3/4 4 3 58 51 58.0 -63.2 J CASEMENT 4 3 37 51 59.8 -65.0 K CASEMENT 4 3 58 51 58.0 -63.2 K1 HD TUBE 1 X 2 3/4 4 3 58 51 58.0 -63.2 M CASEMENT 4 3 37 38.425 60.9 -66.0 P l CASEMENT 4 3 37 50.625 59.8 -65.0 Q CASEMENT 4 3 19.125 38.425 60.9 -66.0 R CASEMENT 4 3 58 38.425 59.1 -643 R1 HD TUBE 1 X 2 3/4 4 3 58 38.425 59.1 -643 5 CASEMENT 4 3 58 38.425 59.1 -643 S1 HD TUBE 1 X 2 3/4 4 3 58 38.425 59.1 -643 T CASEMENT 4 3 37 50.625 59.8 -65.0 U PICTURE WINDOW 4 3 19.125 64 60.9 -66.0 V PICTURE WINDOW 4 3 49.5 64 57.7 -62.9 W HD TUBE 1 X 2 3/4 4 3 49.5 64 57.7 -62.9 X PICTURE WINDOW 4 3 49.5 64 57.7 -62.9 Y PICTURE WINDOW 4 3 19.125 64 60.9 -66.0 MEAN ROOF HEIGHW WALLS OF ALL BUILDING HQGKTS file: / /C:\Program Files \Structures International \JILL CLIFFORD FLOOR ONE IMPACT ... 5/10/2007 • • ••• • • •• •• • • • •. • • • • • • • • • • • • •.• • • • • • • • • • ••• • • • ••0 • • • • • • • FLORIDA BUILDING CODE, 2004 • ... • ... • • ... • ............ • DESIGN PRESSUR$S.FOR Cp1VjPpNFN�'/ & CLADDING • • •.. • • • CALCULATIONS CONFORM WITH ASCE 7 -05 • •• • • • •• ••• •• • • • • • • • Page 1 of 1 Building Information - • • • _ •.• .. Job Information Wind Velocity (mph): 146 Importance Factor: 1.00 Exposure Category: C Directionality Factor (kd): 1.0 Internal Pressure Coefficient '+/-': 0.18 Mean Roof Height (ft): 25 Building Width (ft): 440 Building Length (ft): 85 Roof Slope (x:12): 6 Width of End Zone (ft): 8.5 Calculations Type: WALL OPENINGS Job Number: 2006007A Company Name: SOUTHERN WINDOW TECH Prepared By: A THOMPSON Date/Time: 5/10/2007 2:09:09 PM Client Name: CLIFFORD Job Description: IMPACT WINDOWS 2ND FLOOR 1285 NE 101ST STREET � 'RE$ Opening Mark Opening Desc. Location Zone Opening Elev (ft) Opening Width (in) Opening Height (in) Max + Pres. (psf) Max - Pres. (psf) A2 HORIZONTAL ROLLER 4 10 58 50.625 58.0 -63.2 A3 HORIZONTAL ROLLER 4 10 58 50.625 58.0 -63.2 A4 HORIZONTAL ROLLER 4 10 58 50.625 58.0 -63.2 A5 CASEMENT 4 10 58.25 51 58.0 -63.2 A6 CASEMENT 4 10 58.25 51 58.0 -63.2 A7 CASEMENT 4 10 37 51 59.8 -65.0 AS CASEMENT 4 10 37 51 59.8 -65.0 A9 CASEMENT 4 10 37 51 59.8 -65.0 A10 CASEMENT 4 10 37 51 59.8 -65.0 All CASEMENT 4 10 37 51 59.8 -65.0 Al2 CASEMENT 4 10 37 51 59.8 -65.0 A13 CASEMENT 4 10 37 38.365 60.9 -66.0 A14 CASEMENT 4 10 37 38.365 60.9 -66.0 A15 CASEMENT 4 10 37 50.625 59.8 -65.0 WALLS OF ALL BUILDING HEIGHTS file: / /C:\Program Files \Structures International\JILL CLIFFORD FLOOR TWO IMPACT ... 5/10/2007 • • ••.• •• •• • • • • • • • • • • • • • ••• • . • • • • •• .• • • • • • • ••. • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •. ••. • ••• • BUILDING CODE COMPLIANCE OF131C ' CCO' • • • • • • •' PRODUCT CONTROL DIVISION ' • ' • • • • • • • • : • : • NOTICE OF ACCEPTANtK,(4OA) �. •• • Traco Windows & Doors • • • • • • • • • • 71Progress Ave. : ::: : ; • • • • Cranberry Township, PA 16066 • • • • • • • SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been 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 (hi 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 Illgh Velocity Hurricane Zone. 1, r I'I !TI'1 ries ummum asement "m I ow- pact APPROVAL DOCUMENT: Drawing No. 06-TRA -0002, titled "Series C1200/1000 Aluminum Casement Window ", Sheets 1 thru 3 of 3, prepared by Engineering Express, dated 06/19/06, with last revision on 10/19 /06, signed by sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. SSILE IMPAC F RA NG :_.Large -and Small l issileeIipad Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01- 0606.03, and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 6,.iT9 NOA,- 0641746.18 (Expiration Date: Jan 011— Approval Date: November 30, 2006 Page 1 • • •.• • ..• • '• •. • • • •. . • • • • • • • • • • • •.• • • • • ••• • • Traco Windows & Doors, Inc. NOTICJ QF„ACC P'j NNCi: :EVIDENCE SUBMITTED • - • A. DRAWINGS 1. Manufacturer's 4S dra' iinks allitl.sPrttojs • 2. Drawing No. 06- 1;0(f04 ti ded:Serie's.C1200 /1000 Aluminum Casement Window ", Sheets 1 thru 3 of 3,•pi'epated by'E?1 neenng Express, dated 06/19/06, with last revision on 10/19/06, signed by sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per FBC, TAS 201 -94. 6) Cyclic Wind Pressure Loading Test, per FBC, TAS 203 -94. along with installation diagram of an XX configuration 74" wide by 50 5/8" high aluminum casement window glazed with 5/16" annealed Saflex IIIG, prepared by Fenestration Testing Laboratory report No. FFL -2794, dated January 29, 2001, signed and sealed by Luis Antonio Figueredo, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of an XX configuration 74" wide by 63" high aluminum casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL-2886, dated November 27, 2000, signed and sealed by Jose Antonio Acevedo, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC, TAS 201 -94. 6) Cyclic Wind Pressure Loading Test, per FBC, TAS 203 -94. along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window glazed with 5/16" annealed Saflex IIIG, prepared by Fenestration Testing Laboratory report No. FCL -2781, dated January 16, 2001, signed and sealed by Luis Antonio Figueredo, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per E -1 Jaime D. Gasco P.E. Chief, Product Control Division NOA No 06- 0706.18 Expiration Date: January 10,2011 Approval Date: November 30, 2006 • • ••• . ••••• • • • • • . .• • •• • • • • • • • • • • • ••. • . • • • • • . . . . • • • • . ... . . . • • ••• Traco Windows & Doors, Inc. • • • • • • • • • • • • • • • NOTICE :O ? OCEP' ANCE: EVIDENCE SUBMITTED along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window gjazg with f /4" snitaled' Mass, prepared by Fenestration Testing Laboratory report i Na' T34 -�8 tjAd Novgmber 27, 2000, signed and sealed by Jose Antonio Acevedo, P.E. • • • • • • • • • • C. CALCULATIONS 1. Revised Anchor Calculations and, prepared by Frank L. Bennardo, P.E., and Consulting Engineer; dated 10/19/06, signed and sealed by Frank Bennardo, P.E. Complies with ASTM E1300 -02 No 1/3 stress increase used in anchors into masonry or steel substrate. D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E. MATERIALS 1. Notice of Acceptance No. 06- 0216.06, issued to Solutia Inc. for "Saflex IIIG Clear or Colored Interlayer" dated 05/04/06, expiring on 05/21/112. F. STATEMENTS 1. Statement letter of no financial interest, dated 06/21/06, signed and sealed by Frank Bennardo, P.E. 2. Statement letter of conformance, dated 06 /15/06, signed and sealed by Frank Bennardo, P.E. G. OTHER 1. Letter from the consultant, dated 10/27/06, stating that the product is in compliance with Florida Building Code (FBC). E -2 Jaime D. Gascon, Chief, Product Control Division NOA No 06- 0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 s • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • •.. • • •• •• • • • • • • • • • • ••• • • • SaRZ0,01:60 /1000 ALUMINUM CASEMENT WINDOW LARGE MISSILE IMPACT RESISTANT •• • • • • • • •• ••• •• • • • • • •• • • • • PER DESIGN LOAD SCHED _o wz X L3 111 & V o w �w ag e VENT WIDTH = FRAME WIDTH - 1 7/8" D.L.O. = FRAME WIDTH - 6 3/4" 2 —t 1 Ii 1 -j- I f 1 II I II I1 1 f_ -- - -1-E ' Uw f-ti U 1 —T- L TYP ANCHOR LOCATIONS. QUANTITY PER DESIGN LOAD SCHEDULE 7" MAX AT EACH CORNER TYPICAL ELEVATION fSURFACE MOUNTED LEVER TYPE LOCK, (2) PER UNIT TYP 1' = 1' -0° ENTER ELEV DESIGN LOAD SCHEDULE FRA.ME WIDTH FRAME HEIGHT AN07OPS ANCHORS AT PER JANE HEAD/SILL ALLOWABLE PRESSURES (1'OS) (NEG) 19 1/8' 26 1/2" 37" 19 1/8" 26 112". f 37 26 1/2_ r_ 19 1-/l; 2 2 26' 2 3 3 3 i 2 8 3/ 8- 3 2 +80,0 psf +80.0 psf 2 0 5/8' 4 2 2 5 3 4 2 26 1/2' �i3' ''S ._ =37'_ 6 3 19 Lir g 3 261/T 74 5 6 -80.0 psf - 80.0psf -80.0 psf +80.0 psf - 80- 0 -psf--- = 80.0psf a t,80 D psf -80.0 psf +80.D.Rsf. - -80A -psi t +80.0 psf 80 0 psE X80.0 psf -80;0 psf —+80.0-psf --80:1)-psf +73.5 psf -73.5 psf +80.0 psf -80.0 psf 3 ' +62.2 psf - -62.2 psf NOTES: '" 26" HIGH WINDOWS TO HAVE ONE LATCH ONLY GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -02. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS 14U5T BE INSTALLED USING MIAMI-DADE COUNTY BCCO- APPROVED sTRUCTURAL Mtn rims. 5. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF T145 EXISTING STRUCTURE TO WITHSTAND SUS LOADS. WOOD BUCKS (BY OTHERS) SMALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16" or 7/16' LAMINATED GLASS (LAMINATED BY 'DUPONT' OR 'SOLUTIA') ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. EXTERIOR SEAM OF FRAME CORNERS SEALED WITH SILICONE. VENT & FRAME CORNERS SEALED WITH SEALANT. 9. ALL EXTRUSIONS SHALL BE 6063 -15 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. /soma arareasnat arvgbkovieh dig Amelia tries Cade ionvitem 5/800466 Awm. v F1 4 MIN 06 -TRA -0002 sc.ALE PAS egen TMNt 01 f • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • EXISTING PLOST ••• • • STRUCTURE • • • • lx OR 1x WOOD BUCK (OPTIONAL) +PAIN • 11/4 MAX SHIM - ANCHORS PER ANCHOR SCHEDULE, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE 4„) SCREEN (OPTIONAL) -FRAME HEIGHT VENT 0 I./4' MAX SHIM �lx OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHED, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE EMBED/ / EXISTING HOST STRUCTURE TYPICAL SECTION EDGE DIST 6' = i -0• VERT SECT EXISTING HOST STRUCTURE -. lx OR 2x WOOD BUCK (OPTIONAL) 1/4° MAX SHIM ANCHORS PER ANCHOR SCHEDULE, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE INTERIOR EMBED r SCREEN 1 (OPTIONAL) 1/4' MAX SHIM .il �rtnu('N�a vyir •. to, .. EMBED EXTERIOR D.L.O. VENT WIDTH FRAME WIDTH TYPICAL SECTION 6" = ANCHOR SCHEDULE: • TO HOLLOW BLOCK OR CONCRETE: 1/4' TAPCONS (ELCO OR 11W) THRU WOOD BUCKS OR DIRECTLY INTO MASOMY /CONCRETE WITH 1 -1/2' MIN EMBED. • TO WOOD BUCK OR HOST STRUCTURE 1/4' TAPCONS (ELCO OR ITW) WITH 1 -1/2" MIN THREAD PENETRATION. • TO STEEL OR 6063 -TB OR 6063 -T6 ALUM IOILLLON: S14 SMS OR 1/4" SELF-DRILING METAL SCREWS We MIN THICKNESS). HORIZ SEAT SILICON, 1/4 "x1/2"x1/2" SETTING BLOCKS \ \1 (USE AS REQUIRED) - I \ x-3/16' ANNEALED GLASS ro.040" PVB INTERLAYER / 3/16" ANNEALED GLASS SILICONE NOTE: GLAZING MAY BE LAMINATED BY DUPONT OR SOLUTIA. 7/16" GLAZING DETAIL 1:1 ANCHOR NOTES: 1. ENSURE MINIMUM 2 -1/2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE (MIN. 3 Ks!) & TO HOLLOW BLOCK (MIN. 1.5 Ks!). EDGE DISTANCE OF 1' IS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM. 2. WOOD ANCHORS SHALL BE INSTALLED WITH 1' MIN EDGE DISTANCE. WOOD STUD SHALL BE 'SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. VERT SECT FRAMK L Tx:RRARDO, P.E. PE•046549 Q• wfii WW re LO[1. 4 0 N •ft oa 'MIT j u_ U - u Z =�x > d aW QLL (7 QQQQ =i6§6! No ; - m W . 4 o :f .. b U U N ODlxv mnL'm•a. 06 -TRA -0002 s.emoort*INIIBrIN1b sCAlE, - (Dl Ci PAGE DE3CRIP•TION1 I .131E4 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • ••• ?-1 • ••• • ••• • ••• • • • •• • • • • • • •• • • •• • • • • MATERIALt6; • LIE; • • • • • • • • • • • • • • ITEM NO. PART NUM QUARTO!' 1 DCSCRI PTION MATERIAL MANF./SUPPLIER/REMARKS 050 -730 4 FRAME (HEAD, SILL. & IAMBS) 051 -731 , • •4 • �4' �'W rva.rAmee • T —� • •- • - • • •••_ • GLA H 4 050 -734 YME RE0/0 i& IpAy� . • • • • 5 - AS REQ'D FRAME & VENT ASSEMBLY SCREWS 6 AS REQD BULB WEATHERSTRIPPING 7 - 1 / CORNER FRAME CORNER KEY 8 - 2 / VENT 4 BAR HINGE, AT TOP & BOTTOM 9 - 2 / VENT FACE MOUNT LOCK 10 - 2 /VENT 11 1 6063 -T5 6063 -75 6063 -IS VINYL AU/MINUM STEEL STEEL 0.110' THICK LOCK KEEPER, AT FRAME IAMB FACING LOCK STEEL OPERATOR HANDLE STEEL FRAME CORNER ASSEMBLY N.T.S. EXPLODED ISOMETRIC *8X1 "SSSMS TRUTH ATTACHED WI (6) t8 x 3/8" SS SMS AT 13 -Jr FROM TOP & ROT Tom lATTACHED W/ (2) 110 x 3/8' SS SMS TRUTH ATTAOIED W/ (2) t8 x 3/8" SS SMS 1 - G u 0.437" VENT CORNER ASSEMBLY N.T.S. EXPLODED ISOMETRIC 2.539" r [1 2.316" �t J FRAME N 0.078" 'IL i 2.131" - }-- 1.413'- 1~ (i�, Ir I I —I — — f L'7(-5` --r 1 r. 0.078-1 1 0.532° -t-- —1.599. C) VENT 1:1 } 0.635" -$ m 10.310" 11 7 II— 0.050" 1. ILI f_i- -- 1.055'— ` 0 GLAZING B E A D 1:1 0.500° 1 0 j W® W Z(r zX Ww jt Y� it0 . . E"$ 06 -TRA -0002 scan - 101 !A,•te OESCRZ/RtlN.z • MIAM PDADE • • •• •• • • • • • • • • • ••• • • • • • ••• • •' • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • NOTICE OF ACCEPTA MetalTech, Inc. 7635 West 2nd Court Hialeah, FL 33014 • • • • •• • • • • ••• •• • • ••• • •. • • • • • • • • ••• ••• • • • • • • • ••• • '••®Ae• • ••• • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and ac 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). y This NOA shall not be valid after the expiration date stated below. The Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County Product Control have this product or material tested for quality assurance County) reserve ailto the right in to the accepted manner, the manufacturer will incur the expense of such tes ting cand the AHJ may to pe edrm in revoke, modify, or suspend the use of such product or material within immediately es theirig t to revoke this acceptance, if it is determined by Miami-Dade Count theu�unsdiction. BORA reserves the right material fails to meet the requirements of the applicable building code. Control Division that this product or This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. ty ane DESCRIPTION: "Maximum Impact" 0.050" Aluminum Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" M 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, lamstrevision dated 01/12/2006, I igned &ough sealed by Robert Monsour, P.E. on 01/12/2006, bearing with the Notice of Acceptance number and expiration ate by the Miami County County Product Control Control Revision stamp p by ty duct Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or loo city, state and following statement: "Miami -Dade County Product Control A logo, he the Approved", RENEWAL of this NOA shall be considered after a renewal , unless otherwise noted herein. change in the applicable building code negatively affecting the performance os filed and there has been no TERMINATION of this NOA will occur after. the expiration date or if there has been a revision or change i n 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 with any section of this NOA shall be cause for termination and removal of terminate NOA. Failure to comply ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coup Florida, the expiration date may be displayed in advertising literature. If any �'' and followed it shall by be done in its entirety. Y portion of the NOA is displayed, then it shall 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 # 04- 0621.01 and consists of this page 1, evidence submitted as well as approval document mentioned above. pages E -1 & E -2 The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 41' (o �� r(+ ) NOA No 06-0117.05 Expiration Date: 10/22/2011 o f 1 /i o 6 Approval Date: 10/19/2006 Page 1 MetalTech, Inc. • • ••• • •• •• • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • •• • • • .•• • •• • • •.• • •• • • • ••• • • ••• •• •. • • • • • • • • • • • • • ••• ••• • •• • •. • • • • • • • •• ••. ••• • • • • • NOTICE OF ACCEETAMGE. • • EVIDENCE SUBMITTED • 1. EVIDENCE SUB A. DRAWINGS •'RR•Pl`VIOUS APPROVALS See NOA 01- 0718.09 B. TESTS See NOA 01- 0718.09 C. CALCULATIONS See NOA 01- 0718.09 D. MATERIAL CERTIFICATIONS See NOA 01- 0718.09 E. STATEMENTS See NOA 01- 0718.09 F. OTHER NOA 01- 0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. None. F. OTHER 1. NOA # 02- 0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18 ". This NOA #04- 0621.01 is issued to revise NOA # 02- 0312.08 and correct the number of sheets on the cover page to " sheets 1 through 7 of 7 ". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. E -1 / % elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10 /19/2006 MetalTech. Inc. . • ... . • • ••. • .• •• • • • •• •• • • • • • • • • . •.• • • • • • • • • • • • ••• • • • • • • • • • • • • • .•• • •• • • .• • •• • • ••• ••• • •• • • . • • • • • • ••• • ••• • • • • • • • ••• ••• • • NOTICE OF AC E : ANGE• • • EVIDENCE SUBMITTED •• • ▪ • • • 3. NEW EVIDENCE SUBMITTED ••• • • A. DRAWINGS I. Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel", sheets 1 through 7 of 7 prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E. on 01/12/2006. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analyses dated January 06, 2006, 41 pages, prepared by Ramms Engineering, Inc., signed & sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 Art elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10/19/2006 1ED 0Rl 7I1111u` fat 1E1 Mr/ ..."Pla iw&i#' Established 1957 METAiThCK ' ' .;. • ••• • • • • .- • • • • • • • • • • • • • • ND • ••• • •• • • • • • ••• INC. • INI • ••• • • • • • • • • • • • • • • • MOXIMUM IMPOCTTM HURRICANE SHUTTERS n nTM W T ERWALL ENCLOSURE SYSTEMS MetalTech, Inc. is the Dade County Notice of Acceptance holder for: Acceptance No: 06- 1213.01 02- 0507.08 Maximum Impact Hi- Roller 50 06- 0925.01 24 Ga. (0.031" min) Storm Panel 06- 0110.04 07- 0125.08 06- 0117.05 06- 0117.06 Bahama Shutter Hurculine Accordion 20 Ga. (0.041" min) Storm Panel .050 Alum. Storm Panel .060 Alum. Storm Panel Maximum Impact HV Accordion This Letter autho 07- 0125.10 ieLti Exp. Date: 02/24/11 06/13/07 04/18/12 03/21/11 04/05/12 10/22/11 07/01/07 04/12/12 KD Factor KD .85 KD 1.0 KD .85 KD .85 KD .85 KD .85 KD .85 KD .85 e the above named products at the following job site: P Thank you, Frank Storms Metal Tech / Vice President 7635 West Second Court/Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com l k1T&S js AE l6 l Miami Shores Building Department Product A t ' royal Schedule / Coal +arison Product Acceptance Chart Product Approval Dcsi: Pressure Address: 0 main •DcOJ;n Pressure L►� flot.gbnpenictg Size , , . Permit Siuuici Regn+red Yes /No No. , i i vi . Impact Yet /No Ope.hs ,. Desert • lion of INIndow MnllioaRt.wired )•tsiNo alli' es ar Deer orMullion Number (3) PSP (-) PSF ( +) PSF (-) PSP _ - 0, ,..... _ tt� linilliMini liMMI�''�IM ,.., � a ev_ - ...''it ./..., ►GIMP; 1. D • -o 1'"1. ► - Wittlierri , , [ .•, 3x92 r ob i to hl.b UMW- 1111 -.c.... x (-c%imo5 518 ,„.,7 VWs-x 210. 5. t10. U er &. •• • • •• . • .r- .•••= •.•..• • • •••••• • •••• • N. •�••• • •• •••• • - • • i : • • • ••• • • • •••• - • y _- .••. • • ••• .00. •• Y. .. • • : 00•• • "' • • • ••. • FL(SRILIA BUILDING CODE, 2004 • ••• • ••: •DESIGNr1lE�SSUR;ES :F012 C ONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7 -05 • ..• :•• • .• • • • • • • •. Page 1 of 1 Building Information ••• . • • • • • • • • 18 LLC • ••• • • Job Information Wind Velocity (mph): Importance Factor. Exposure Category: Directionality Factor Internal Pressure Mean Roof Height Building Width Building Length Roof Slope (x:12): Width of End Zone 146 1.00 C (kd): 1. Coefficient '+/-': 0.18 (ft): 25 (ft): 440 (ft): 85 6 (ft): 8.5 Calculations Type: WALL OPENINGS Job Number 2006007 Company Name: Southern Window Tech Prepared By: A Thompson Date/Time: 5/9/2007 4:15:42 PM Client Name: Clifford Job Description: 050 Aluminum Ponies with Headers and Sills 1285 NE 101 Street Opening Mark Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (in) Max + Pres. (psf) Max - Pres. (psf) E 050 ALUMINUM 4 5 67 90 55.2 -60.4 F 050 ALUMINUM 4 2 68 90 55.1 -60.3 G 050 ALUMINUM 4 4 27 82 59.1 -64.3 H 050 ALUMINUM 4 4 62 85 55.7 -60.9 L 050 ALUMINUM 4 2 34 92 57.8 -63.0 1 N 050 ALUMINUM 4 2 1 34 86 58.1 -63.2 0 050 ALUMINUM 4 5 185 26 52.7 -57.8 MEAN ROOF HEIGHT WALLS OF ALL BUILDING HEIGHTS file: / /C:\Program Files \Structures International \JILL CLIFFORD 05 09 07.html 5/9/2007 M I A M I•DADE • • •• •• • • • • • • • • • ••• • • • • ••• • ••• • • • • •• BUILDING CODE COMPLIANCE (�' F110E (BC�CO). PRODUCT CONTROL DIVISION • ' • • ; • • • • • • ••• • • • • NOTICE OF ACCEPTANCE, 0 OOOOOO • •••.••••• • Traco Security Windows & Doors,, • ' •• • • 5100 NW 72nd Ave. • • • • • "' " Miami, Fl 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 High Velocity Hurricane Zone of the Florida Building Code. IPTION• Series "140 (242 - 542)" Aluminum Horizontal SlidingWm w APPROVAL DOCUMENT: Drawing No. 02 -0175, titled "140 Aluminum Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. _MISSILE IMPACT RATING: 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 perfonnance 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 I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • •• •• • • • • • • • • • ••• ••• • • • • 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 • • • • NOA N10-0� 0 e�z24 0-1 Approval Date: October 17, 2002 Page 1 •• . • • • ... • • • :• 0000 • 0 •••• • • .. • . i. 0000 ( • •-V • • • ...f- • • • .. • • • • • • •. . -- - (Y1 )C lse r o f .Cf d S - g U +2o Ki) xa3/4 �-- � t oI;z 5,01 - go +g U • 5' • S y- 14 ....g NJ MAC(1 5.2007 1,.1(4 ail_tarS1( iPNI5 )• 10(s± f rytikn& F LM-(J A c,r w 1)40‘.4js 3=91; 41 ;4.111. NG (6) *C1Cot_ LlldlN(z TO6P4 3`?x5a'13 oAsovm fi Q1 rg. t 5th 0(9 Or/ U 2 CAse 7 -YU f X3�3L9 t�S -5 1q'ix331Y c A & W2 CR-, 5) 0o-o laso' - q0 fRo � 31x5�� (Ai Ar iiibY6q 0P-0624.02 t Ro 4-90 `R( ceru, W iv, 0 F r fteig *Re-44/v/ ALI "10 -fr/lo (A/M-ib tqo - i7,A.8E 1 +410 Pi &iz�.L`c &Nh[a.(.4) E-(4xcio F (03•q° L- 3452. "086 - 6- issxxo 14oEz..1 Stk-Apti.S:I1.s. sci ?Awls f 4it (15071,iets 14(41&6t"t71 I 1A-AF. A 5hefe,b S+ Jls 1655 Nas tV.) Pilk,eLs {4,1 &e'tS ' S'Ils I()o PA.tiA.S Ni b 1 . )f? :i(1:f 0SO ?AAUtS . AP s MAY 1 5 2007. L. Ak YL. t( .0(4 (o,6 QNSS N: 1O(St alL A-71. - S - -vrt_eS, F- I (?.50jkieg674e., v` G F C STATE AND COUNTY RULES AND REGULATIONS cn 0 (1) m co m • • 1 • ••• • • • ••• • •••• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • ••• • • • • • •• • • •• • • • • m FLAT BAR CORNER Pm AI014 1 3• 7/ ' 1 3/ ••• • ••• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • 2 3/8' .r.• •• cu COMPLIES WITH: FLORIDA BUILDING CODE PER SECTION 1809.1.4 Tt .hrw TO TA201, TA202 AND TA20J 1128 12.1 7 /1EAr -r IAr AAppjj�, rg® O FLAT BAR j,1 29/32' 1, VARIOUS TYPES OF F -T RACKNOT SHOWN 11 T1 RETURN 080 MAN. BLOCKING 7/8' 3/3f• 3 7/32' 113/3r VARIES \ 1.........r.'@".."'"\ S. WOWS SPECIAL NET PANEL SECTION 3 7/32' 3 1/32' 3 7/32' 1 "3/ 778' AIOUM/NG HOLES 12 1/2' 0.0 CROSS SECTIONS 1 STUD MAY flE WALLED IN REVERSE DIRECTION TYPICAL cco90]. /a" 1 1/2' DESIGN CRITERIA: WINO LOADS TO BE CALCULATED AS PER ASCE 7 NO INCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF TH1S PRODUCT GENERAL NOTES: ALL ALUMINUM EXTRUSIONS 10 BE ALLOY 6093 -T8 OR EQUAL .050 STORM PANELS SNALL BE .080 3052 H -32 ALUMINUM OR EQUAL SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE 70 THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOW/NO OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 7/4' DIA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 7190 - MIN. SHEAR 1520 - 1 1/8" ANN. EMBED. IN CONCRETE MIN. TENSILE 1200 - ANN. SHEAR 1270 - 1 7 /8" MIN. EMBED IN MASONRY 7/4-20 RAWL CALK -IN ANCHOR (MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 - ANN SHEAR 1730 - 7/8' MIN EMBED IN CONCRETE ANN. TENSILE 880 - ANN. SHEAR 7340 - 7/8" MIN EMBED. IN MASONRY 1/4' PERMA -SEAL TAPPER BY R4W1. ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 1/2" MEN. EMBED. IN CONCRETE ANN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBED. IN MASONRY 1/4' ZAA`4C NANNY BY RAWL (ZAMAC HAMMER DRIES ) MIN. TENSILE 980 - ANN. SHEAR 1400 - 1 3/8` ANN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4' MIN. EMBED. IN MASONRY ANCHORAGE 10 WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAOS OR LARGER WITH 1" ANN. THREAD PENNE1RATION, 1/4-20 BRASS W000 BUSHINGS OR 1/4' ELCO PANEL RATES WITH 1 7/8' ADM THREAD PENETRATION REFER 10 SHEETS 58 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL W. THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 7D WITHSTAND THE ADDITT/ON4L LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING • METALTECH AMC. HIALEAH,, FL • ' DADE COUNTY PRODUCT CONTROL APPROVED • WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPEN/NO, STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REQURED • PERMANENT FASTENER COMPONENTS EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIE LDS, NOT AN USE MUST BE PROTECTED AV/MST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. ALL SRJIIS Joie (IYp ) APPLICATIONS a s MOOED TI w LINE I/4-20 X J/4 141-8 STAINLESS IONRLED STUDPTT/DSm 121/2'O.C. REFER 10 APPLICATIONS LW SHEMS 2 * 3 ANCHOR MOWINMG HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG, 0 ®'® STUDDED ANGLE DETAIL 1/8' x 1 1/2" FLAT STUDDED STROP MAY BE USED IN PLACE OF ANGLE ROBER'1 S. MONSOUR. PE EB- 0006024 L..., SWIMMING. BC PROMO' REVISED eo.zplging +elth tin PIi I6 BvicEaiug Cods Acrepi4:ace No 0 ExFiratian Dab By Waal! Lade INVISlcn o. 1 1 1 101/06/06 r 9/11/98 • •. • ••••• • : • • ••• • • • • ••• • • • ••• CONNECTION TYPE "Er .500 •'• £Dr; . • • NOTE* E.D. • ••• • ••• • • • •• • • •• • • • • - ©• • • • • • • • • • • • • • • •• •HEADER•or SILL • • • ••• • • • • •• • • • • • • • •• • . • • • ••• ; . :•• .•• OR@FIANGE AMY BE REWRSED so* ANCHOR SCHEME CONNECTION TYPE now SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER or SILL DETAIL 2 1/4-20 THAU BOLT W/ LOCK NUT 12' 0.C, 00 00RO HEADER or SILL DETAIL 5 DETAIL 9 DETAIL 3 1 HEADER w SILL. OR MMAY BE INSTALLED IN REVERSE DIRECTION ® CONTINUOUS BLOCKING OR %18 ANGLE I♦ r- (.0.• 1• ma* SEE ANCHOR SCHEDULE CONNECTION TYPE "E' BOLTED TOGETHER WTH 1/4 -20 rh1WU BOLT W/ LOCK NUT 8' 0.C. USED AS WIDER OR XL RERAN MUST sr PAN ID O. OFF ENL>S suns our COMMONS FLOOR PLUG AND 144CHPX SCREPTANCNOR 12 MU STORM RWEL (RR) RETURN PAN 1 X t FLAB OM DETAIL 6 11HEADER or SILL MAY BE INSTALLED P1 REVERSE DIRECTION AS IN DETAIL 8 ORQ J3 /1� BLOCKING BOLTED TOGETHER WITH 1/4-20 7HRU BOLT W/ LOCK NUT B" C G L 0 AS HEADER OR SILL 1E40ER or SILL HEADER or SILL E4 M Q r l 444 • 4• A SEE ANCHOR SCHi EDULE CONNECTION TYPE •C• DETAIL 4 7 5/8' MAX 1 dtOCONTINUOUS BLOCKING 3 /18 ANGLE 1/4 -20 MASHINE SCREW ANCHOR RAW( CALK -1N / WITH SIDEWALK BOLT 3" O.C. W / 7/8' MIN. EMBEDMENT 3; MIN EDGE DISTANCE PQURREO CONCRETE ONLY NY PEP NAIONM ' "Ea MAXIM PAN®. MONT 711% TI SLOTTED ~WO HOLE MAY EE USED IN OMR S CAI. R4N 1YP FOR ALL 7D PLAN NEWS .• r 4. OPTIONAL USE OF WANGLE FOR PURPOSE OF W'.&L R.00R PLUG AND ArCHWE SCREW ANCHOR 12 aa HEISER AV TOP SRL ON 111077.011 .4 • A4VINW G4P BETWEEN SIROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4• 1/4 -20 x 4/4 KNIJ RLED SRADS AS HEWED FRO FRONT NEW 07TH IWSIERM wan (YP.) INSIDE CLOSER RUN ASSEMBLY 1/4!0 8017 LOCKMIr WEL NORSIED AT SoT101 TO MSS OW snip No ~sir si Sal MOH SAC SEE ANCHOR SCHEDULE CONNECTION TYPE "AN MA �1 PIP I` STORM Folttla. HORIZONTAL INSTALLATION ELEVATION OR OTHER HEADER or SILL REFER 7D THAT APPLICATION FOR PROPER CCWNECT1ON TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 E.D. MOON OR VOOR OPENING 23/4'm4DG VERTICAL INSTALLATION ELEVATION NOTE* EO SEE ANCHOR SCHEDULE CONNECTION TYPE T pETA/L 8 SEE ANCHOR SCHEDULE CONVECTION TYPE "Or' OR O CONTENTIOUS BLOCKING BOLTED TOGETHER 09TH 1/4-20 MU BOLT W/ LOCK NUT 12' 0.0 OD CONTINUOUS BLOCKING 7/4-20 x 3/4 KNURLED STUDS WITH MASHERED WINGNUTS 12 1/2" O.C. O1?.) M4Y SE MOWED VERTICALLY OR HOPDGNTALLY DETAIL 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDI17ONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYST!M MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MIN /MUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPEC /FTC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE ROBERT = . - M • SOUR, PE EB- 0006024 NI�MS ERCHEEQINC, nc. •oS REASON 09/11/98 01/12/06 AP • ••• CHI• SORE, AN • ▪ • CR�1P� MASONRY •. • CONNECTION TEN! " * NOTE: • •• • *4:4 �"• • • • THE METi1LTECH STORM PANEL MAY BE /AEi7ALLED WITHOUT THE SHUTTER MAY BE ANCHORED DIIWCTLY TO THE • • • • • • • • 171E USE OF AN EXTRUDED HEADER OR SILL • • • . . • • • REFER TO DEFEC • • S77TUCTURE rimi THE USE OF ONE OR A COMBINATION CHART -. DETAIL •• 1 • • • GblS$ • • • • • • _ NOTEf 7C • . •••• • • • • • `i • . •• • • • (52/ Mk .•• 1/4 -20 FL00 PLUG WITH 1/4-20 t WOOD BUSHING HEADER OR SILL INTO WOOD I7��'AIL I DETAIL 15 ®or®HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 7/4 -20 7HRU SOLI W/ LOCK NUT 12` 0.C. KING aR® tt /ANGLE �� .,.� •L • SEE ANCHOR SCHEDULE ▪ CONVICTION TYPE '+C" E•D.. SEE ANCHOR SCHEDULE (—HEIDER or SILL ' CONNECTION TYPE "A" NOTE 1/4" PANEL MATE SCREW WITH 14-20 STUD HEAD taaff WASHERED W/NGNUT k HEADER OR SILL WOOD, CONCRETE OR MASONRY owner= TYPE "A" REFER 10 ACTION 1111.3) I STORM TYPE AN 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY HEADER O D 16 1/4 -20 MASH/N£ SCREW ANCHOR RAWL CALK -IN / WITH SIDEWALK BOLT J" O.C. W / 7 /49" MIN EMBEDMENT rim. EDGE DISTANCE POURED CCONNCREIE ONLY SU POP MA7INM / PANEL MIGHT 1011" MORN ADJUSTS ? Z OR SILL 120,11 17 NOTE* I�I72.Q•4 .. SEE ANCHOR SOCOULE COM®CTION TYPE "C" ,DETAIL 18 IT SHALL BE THE RESPONSIB/UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, 771E WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE NOTE* ®.-O St). Tom, •A• •: Pli7r a. VI! GLASS P riM: .p, 1 OOIClOTION TYPE A • PANEL URED MI S WASHE W1 NGNUTS STUCCO FINISH REFER TO DEFECTION CHART STORM PANEL 1 PM STUCCO I N 5TAL L.AT I O N SEE ANCHOR SCHEDULE CONNECTION TYPE AN DETAIL 19 DETAIL @HEADER or SILL ROBERT . MONSOUR. PE EB- 0008024 atan+ ENNG. nc I/4-1D wa.R WNW MKS LEINisiumlum riff 1.1ffi ON SOLOED NSW CAP 1/4-20 M/5 MR PILR MOD f• M0 DETAIL 20 PDtOI7UC"T REVISED tO! aomplylog yin the Florida IDuIdhs76 Code AecepLyece•O% NN 05 'len Date Si ,/ • /4/ ∎,* d ttol 1 1 R S 09/11/98 01/12/06 o r SP SP 4, fs • :..:':'•••••• TIf M4TALEC i"s1tRM :PA,vELS MAY BE INSTALLED WITH OR WITHOUT THE H(ifIZODIT411. BALE• STRAP, • REFER TO PANEL DEFLECTION CHARTS. FRONT VIEW SIDE VIEW .060 ALUM MEN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" 123" max. PANEL HEIGHT NO PANEL STROP IS REQUIRED PANEL DEFLECTION MART WITHOUT HORIZONTAL STRAP PANEL HEIGHT 0=68" over ea' -ee" over 96 =123" WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT 2 5/8" 3 5/8" 4" MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD WITI4 WRIIGNUT )4c 12 1/8" X 3/4 FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM CAP BETWEEN PANEL AND HEADER IS 1/4" (IYP.) DETAIL "F" as FASTENER MUST BE IN MORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' 014. CIRCLE DETAIL "G" • MICO DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP i 80170M NO HOR. OR SILL HORIZONTAL BRACE STRAP - PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY .050 ALUMINUM DETAIL 3,4, & 8 ON SHEET 2 DETAIL 3.4, & 8 ON SHEET 2 i 1 !UMW Im PACE STORM PAWL FRONT NEW SIDE VIEW 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFECTION CHART NM HORIZONTAL SIRAP PANEL HEIGHT o "tor over 107' -123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16" MINAIIUM DISTANCE BETWEEN GLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION WALL MOUNT ANQHWPAN PANEL 1DP & BOTTOM wrm ST1900ED NOR/SILL DETAIL f ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 011 SHEET 2 WALL MOUNT WITH HIM AND SILL DETAILS 8,7,9, l0 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 BUILD OUT wm+ NOR. AKn SYLL TYPICAL SECTION VIEWS ROBERT S. MONSOUR, PE EB- 0006024 tom £UGINSERIMG, rK DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 N, DETAIL 4 ON SHEET 2 INSIDE MOUNT um1 HD R. AND SILL 11 [09/11/98 REONS ( t_ • . ... — • • • • • • . •• � A.",•1, • • • • •••••... • • ••• • • • H O R S C H E D U L E • ••• AN&ijOPs,SPAC1? vs DESI3rr PPtESSURE D rONNE`CT4O J TYPE• • : • • • • • • UP TO 59.6 PSF UPTO 71.5 PSF POURED CONw tl t CONCRETE BLOCK POURED CONCTETE CONCRETE BLOCK CONECTION TYPE CONECT1ON TYPE CONECTON TYPE CONECTION TYPE ANCHOR TYPE PANEL E.D. A j B C D E 16 13 : 8 : 13 13 16 13 • 7 • 13 13 16 13 : 5 • 13 13 A I B I C L D I E 18 : 13 : 10 13 13 16 ; 13 : 8 13 13 16 : 13 : 6 13 13 A I B C D 16 : 13 7 13 16 • 13 5 13 14 : 13 4 13 TE 13 13 13 A B j C I D E 16 13 8 13 13 16 13 6 13 ., 13 14 13 4 13 13 •• 88" SPAN •• 3" xI! • • • • •• ••• 2" NMI •.0 a :• 1ire • • • • 88" SPAN 3" 16 13 : 6 : 13 13 15 11 ; 5 j 13 13 13 10 : 4 : 13 13 16 : 13 : 7 13 13 15 • 11 : 6 13 13 13 : 10 : 5 13 13 14 : 6 5 9 10 12 : 8 4 8 9 11 : 5 3 7 8 14 6 6 9 : 10 12 6 5 8 • 9 11 5 4 7 8 1/4 "RAW ! tOK /80LI;(SLfEVE'ANCHOR) 11lirMIN. EMBEDMENT 2" 11/4° 105' span 3 " 1 4 6 : 6 : 9 . 10 ' 12 8 4; 8 • 9 1 1 5' 3: 7: 8 14 : 7' 8 9 10 12 • 6 5 8 9 11 : 5 4 7 8 11 4 4 5 4 10 • 4 4 5 4 9 3 3 4 12 4 5 5: 10 4 4 5: 8 3 3 4 1114" 123" span 3" 11 4 • 4 • 5 : 4 10 4 • 4 • 5 4 9 3 : `3 : 4: 3 12 : 4 5 5 : 4 10 • 4 4 5 4 9: 3 3 4 3 d n ..; u ^x Y ,, 1r ' '• 5 2" 11/4° BB° SPAN 3" 18 13 • 7 : 13 : 13 15 13 : 8 : 13 • 13 14 13 5 : 13 13 13 : 13 6 13 13 12 : 12 5 12 12 10 10 4 10 10 15 13 6 13 : 13 13 13 5 13 13 12 12 4 12 12 11 11 5 11 11 10 10 4 10 10 9 9 3 9 9 2» r 1 114" 88" SPAN 3" 2" 13 10 6 13 13 � 12 9 5 12 12 11 8 4 11 11 10 8 5 10 10 9 7 4 9 9 8 6 3 8 8 11 5 5 7 8 10 5 4 6 7 9 4 3 6 6 8 4 4 5 6 7 3 3 5 5 7 3. 3 4 - 5 D 1 114" RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 1 1/4" 105° span 3" 11 5 5 7 8 10 5 4 7 7 9 4 3 6 7 8; 4 4 5 6 H 7 4 3 5 6 7 3 3 4 5 9, 3 4 4 3 8 3 3 4 3 8 3 3 4 3 74£, 6 6 er+ 3 2° 1 1/4" 123° span 3" 9 3 4 4 3 8 3 3 4 3 8 3 3 4 3 1Vi 7 � '��' 3 3 3 a.�`' a. Wi. k J 6 -' " {: 3 fib. G .n r•.rf'7,`YC t-" P9b .5`i ?` !L„ z,-3 rN •a' aP 11 s ti ��' � �. ;!J S +�'+,.c, ,; _s�ti.��t;� -�,�� 2" 1114" VARIOUS HEAD TYPES --- A ZI Zt4Z ZW HI 88° SPAN 3° 16 13 ; 11 13 : 13 16 13 : 9 13 : 13 18 13 8 13 13 18 : 13 : 7 13 14 13 : 6 13 13 13 • 5 13 13 13 13 12 11 10 16 ; 13 9 : • 13 13 16 : 13 8 • 13 13 16 : 13 6 13 13 16 8 7 11 12 15 : 7 6 10 11 14 7 " 5 : 9 10 13 13 • 8 13 t 13A 12 12 • 5 12 : 12 10 10 : 4 10 : 10 10 5 , 4 6 • 7 9 4 : 4 6 : 8 8 4 : 3 5 : 8 2" 11/4" \\ ;' \ . ; 1 :A•1••1• 1\- - \.11•`' 88"SPAN 3° 16 13 9 , 13 13 16 13 7 13 13 18 13 6 13 13 12 9 . 5 12 11 8 : 4 11 10 7 : 4 10 2" MG --MIci.M X' M0"" 1 1/4" 105" span 3" 18 8 7 11 13 16 7 6 10 12 14 7 5 9 10 10 5 4 7 8 9 4: 4 6 7 8 4 3 5 ; 6 15 5 6 • 7 5 13 5 5 6 5 12 4 4 5 4 B 3 4 4 3 8 3 3 4 3 7 , 3 3 (MASONRY SCREWS) 1/4 RAWL PERMASEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2" MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. . i_, • ENT IN - OCK 2" 1 1/4" ' 123" span 3" 15 5 6 7 5 13 5 : 5 8 : 5 12 4 4 • 4 8 3 4 4 • 3 8 3 3 4 : 3 7 :••, ' ;;`,111,4" 3 • 3 ,` r A :k /' firms r3 u - ,., -� - ip, y � f Y u, * a: 2° 1 1/4° 68" SPAN 16 13 12' 13 • 13 18 13 10 13 : 13 16 13 8 13 13 16 13 7' 13 % 13 14 13 6 13 : 13 13 13 5 13 13 16 13 10 : 13 13 ,. 16 13 9 13 13 16 13 7 13 13 13 13 6 13 13 12 12 : 5 12 ; 12 t 10 10 : 4 10 ; 10 - 1. 2.5" 2° e8" SPAN 3" 18 13 9 13 : 13 16 13 8 13 13 16 13 . 6 13 13 12 9 5 12 12 11 8 5 11 11 10 7 4 10 10 16 10 8 13 13 16 9 7 : 12 13 16 8 5 ; 11 12 10 5 : 4 8 : 7 9 4 4 6 : 8 8 4 3 5 • 6 1/4-20 x 7/8" ,112" DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT 2.5" 2" 105" span 3" 16 10 : 8 13 13 16 9: 7 13 : 13 18 8: 5 11 :, 13 10 5 : 4 7 _ 8 9 4: 4 6 7 8 4 3 5 6 18 6 7 : 8 3 16 6 6; 8 3 14 5 4 7 3 8 3 4 : 4 : 3 8 3: 3: 4: 3 7 �� 3 • 3 • 3 '. 2.5" 2" 123"span 3" 16 6. 7 8 • 7 18 : 6 6 8 6 14 : 5 . 4 7 . 5 8 3 4 4 3 8 3 , 3 4: 3 7 3 3 • 3 as O t t � , ••`•TT a" k j°CR"�.+�+'ePi E�•.a" µy+,.Y 3 � Y"y�`�M�S �'i� .Ny�j� `� i x h x� .firh , Y a r : " _ _ , �, 2.5• 2" NOTES: SPANS AND LOADS SHOWN N MIS SCHEDULE ARE FOR DETERIONINS ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4° MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL f7NISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND 7HE ADDI77ON4L LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EB- 0006024 E11GINCE880, PIc PROaC)ct REVISED taaearp!phsorilb fi9c2Naas ItEsi iidFti Pie 6 o . oS Exp rf ; %V: .k - H Hattt Co�- BUILDING CODE COMPUANCE 1 REvtsioNS 09/11/98 01/06/06 SP SP P1; ff • •••_ • • • ••• • s - .00 H O R • • • • t,, • • • ••• S C H E D U L E 114" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 8/11° MIN. EMBEDMENT IN CONCRETE 1 114° MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES (MASONRY SCREWS) 1 /4" RAWL PERMA -SEAL TAPPER 1!4° ELCO PANEL MATES 1 *Ur MIN. EMBEDMENT IN CONCRETE 1 114• MIN. EMBEDMENT IN BLOCK 114 -2D x 718° .112" DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7!8° MIN. EMBEDMENT NOTES: SPANS AND LOADS SHOWN N TIS SCHEDULE ARE FOR DErERNSING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS YS. DEAN LOADS REFER TO STET 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL P7NISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 771E SOUNDNESS OF 774E STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. I Ur7/ ROBERT St MONSOUR, PE EB- 0006024 WIT ENGINEERING, INC FRoDUCT 17LV SED eczyti$t1 %f* Mee Florida Cale Expir •tioa Osie bBY4+a:::i art Cu41ra1 i11vl3ii.�: RE1ISI3NS BY 09/11/98 SP 01/06/06 SP I w i � -- • • :' '.' H 0 R •• • • • • ••• • • • • ••• S C H E D U L E 68" SPAN UP TO 59.5 PSF CONNECTION TYPE UP TO 81.5 PSF 12 • 88" SPAN 9 12 5 12 105" SPAN 123" SPAN 8 68" SPAN • 1/4" WOOD LAGS 1" - INIMUM TREAD PENETRATION [Smumm\m> WOOD LAGS 1" MINIMUM TREAD PENETRATION t t t� t� x t t z t n u x t u K t� WOOD LAGS 1" MINIMUM TREAD PENETRATION DIZZLTZ 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION wog 1/4" ELCO PANEL MATES 1 7/6" MIN. THREAD PENETRATION VERIOUS HEAD TYPES 1/4" MASONRY SCREWS 1 718" MI . READ PEN - TION 5/16" 1/4" 1/4" 1/4" 88" SPAN 105" SPAN 123" SPAN 68"SPAN 88" SPAN 105" SPAN 123" SPAN 68" SPAN 88" SPAN 105" SPAN 123" SPAN 88" SPAN 88" SPAN 105" SPAN 123" SPAN 68" SPAN 88" SPAN 105" SPAN 123" SPAN 68" SPAN 88" SPAN 105" SPAN 123" SPAN 68" SPAN 88" SPAN 105" SPAN 123" SPAN 16 : 13 8 ; 13 : 13 14 12 10 11 6 4 6 13 : 13 5 : 8 : 9 3 : 5 : 4 4 : 3 6 12 7 3 : 3 4 3 15 : 13 : 6 : 13 : 13 16 13 16 13 10 13 7 : 13 13 13 14 7 12 6 9 10 5 : 8 4 16 : 13 11 13 13 16 13 9 13 13 16 8 7 11 12 13 5 6 6 5 16 : 13 14 8 : 13 13 11 6 ; 13 13 12 6 5 : 8 9 10 : 4 3 : 5 4 12 10 6 5 4 4 8 5 9 4 14 : 9 : 6 13 10 4 4 : 5 4 16 13 8 13 13 14 7 : 8 9 12 4 : 5 6 10 4 16 10 7 13 13 12 5 5 : 6 5 14 7 6 9 :011 11 4 : 5 5 : 3 16 16 15 13 10 8 : 8 5 : 7 : 7 13 13 12 13 6 16 13 16 6 9 13 . 13 7 : 8 ' 7 16 14 9 8 5 : 6 12 13 6 4 NOTE& SPANS AND LOADS SHOWN W THIS SCHEDULE LE ME FOR DETEMNON ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SILEFT 4 WHEN ANCHORING TO W000, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE 0.55 SPECIF7C GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF 771E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDf17ONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTS4LL INTO WOOD, CONCRETE OR MASONRY. ROBERT S. "MONSOUR. PE EB- 0006024 Mc ENGINEERING. NC. PRODUCT REVISED as camr.';8rr, Vas Floras Crrite 4t�l.2oi� Diwui,m 2 m REVISIONS 9r 09/11/98 sP 09/11/98 SP • 1 • • • •• 12 •••• • . . • t ••• •e..•. .14O c q�, ;::CBv • • • •• ::�`1 1G383� Alt 3 tics i - asz-4ii� (! Co G ri U `, [�i �U 4'9c) j\LOi • /Cc:P/4d kat__ .zi1( I2�s J)) rat/Am/6, si/Loycs F1 ►1•1.6(A"),s til 1Io rpc5 t e-OvIA.S.A., , S 1 c -�iv �QA �G6�Ob�G � 118 Al C, crew � - G >4 nom. �1 i 31x51 _ t�� jj ( r+ 06orlO6 a •�U U (% 0C�0:10b,t $ u 1 u (15 -Bv +$a A 1V ,��x3831a 660106,1Y -$0 APO A t S lx5o5i? 11/41xvc 0(90(I06.a -Au f8v 1:)&014iL 3 17X.So / A- 04 O'1() N I (d. EL A2- peignmammait p3 Aq 5i xso5I t-66Z42.6Nnl, .426 .410 x 5014 vrtAzz Ziletc O da4,, o� 4t4 fl V ±/13 5 )5 x5 °51) 4e-A- 0 `k) J- '1U 06 0%6, 5 k5AS oc 6 7 a(. [ S - 4(. ROA API), floog 's; •• • • • • •.. • •. • • • • • •••• • • • • • •••• • • • • • • • • • •• • • • •41• • • • • •• •• • • • 4141.. • • • • •••• • • • •• • • • • ••• • • •• • •. • 0041. • • • • •••• KELVYN A. WHITr 1ELD MECHANICAL ENGINEER 1052 ILI 110 al-- NM PL. aM M. (sO) esa -12s5 !AL (305) 900 -3375 6' MAX FROM ENDS sSpeM��eb�Dodr„bo. . 1111RXXED ' 5100 N.W. 72 Na AVENUE ( )sat -asp 331436 -- - D.L.O MAX. �" 58 1!2' 80" F.W. - DLC. MAX. 56 1/2' -----a- 1 1 I 1 1 1, . FR131 ENDS MO9: PV -5788 ( 846 ) LA iQS9LE I u II I I I t _ _ II 4141: - " :- y_ // % ! — — — . J 1 JOB NO.: 02 -0177 1i DEG. NO. 08 -0177 DATE: 02/11/02 SCALE: H . 1 = �" DLO. Max. 56 1/2' •- LEA. MAX. DWG BY: D.3[ 86'FJ -L a c r, III �i - 82 il I a. 1/2' J o. SHEET 1 OF 4 = - — REVISIONS DESCRIPTION Ito DEN 1 1I/27/02 Ufa > II ,i 1 1 I 1 1 1 6' MAX ME ENDS KELVYN A. 1QHITFIELD MECH. ENGINEER. FLA. PE # 24140 W/4/ eligict o 9 3/5' MAX. C.C. FROM ENDS AT HEAD /SILL FTL: 3203 ---4--r- 8 1/3' AT HEAD/SILL MAX. 1 C C.C. 3202 w aa with the Aft .a lFa DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' TEMP. .100 INNER LAYER SAF- GLASS 3/16' TEMP. GLASS DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S..090 INNER LAYER SAFLEX /KEEPSEF E 3/16_ AS, GLASS POSITIVE 120.0 PSF POSITIVE - - 910 P SF�= ` -7----E--, GATIVE 90,6 -PSF-- I _ — IVY NEGATIVE 120.0 PSF "°"' yam' •• • • • • • ••• • • •••• • • •••• • • • • • • • •• • • • ••• • • • • • • • • • • • • • •• • • • ••• • •••• • • •••• KELVYN A. WHITFIELD MECHANICAL ENGINEER :0011 sa us er- NAM >2. affiau m. ooe) ees-isso r� (soe) eoe -torts 1" x WOOD BUCK 1/4"- 3' TAPCON WITH A l 1/4." MIN. EMBEDMENT INTO CONCRETE te'' GLASS ciao INNER 1 f1 5ri�i9i t� SEE ELEVATIONS FOR SPACINGS. 1t119 OR 11os ' ' (USE 3/16' TAPCON FOR UNITS '• a • • it f • • .4'. BASED ON FTL 3203) !!JLJltLiBII • 0 &ashy Illitious knows, bss. PHONE: (sus) 5111• -8990 A�'� ' © ••• • •• i • • • • • • • • • • • •••e �••••� ••• `• • LJ '�$ ,1 r.. _ : j t', © 8: PW -87/2 (6o ) ALUM. FIXED WINDOW LARGE ?IQS8I ,�., = g Z a © CO A V i :II i :• I j Ili I� O ex 0 �LAZINC Air GitS$ on NO.: 02 -0177 DETAIL LARGE MISSJI„E Fa 3202 Vino. NO.: 02 -0177 �► 02/11/02 SCALE: _ Q 1; . ‘Ii _ 0 '1199 0.0110 MtER u s SILIOT MEET 2 OF 4 REVISIONS DESCRIPTION © R0. t11l6 i 1111727/02 AR lin DAti t R2Q• 1I(�I 0 KELVYN A. WfIITFIIELD MECH. ENGINEER. FLA. PE # 24140 1 `41,1:11.-' . .�. �� -9141= 7•'% • y • •. • R ‘' • •jl v' ` : GLALNG. DETAIL • 1/4' -3' TAPCON WITH A 1 1/4' _not: cc LAr1GE uiSSMF MIN. EMBEDMENT INTO CONCRETE Approvedisossdbisdwier qa Thirds Cris NOM *�QlF-La•k NO DAR 0 ° Mad Doie SEE ELEVATIONS FOR SPACINGS. (USE 3/18" TAPCON FOR UNITS BASED ON FR. 3203) VERTICAL CROSS SECTION • • • • • •• • • •••• • • • • • • s••• • • •. • • ••• • • • • • • • • •• • • • • ••• • • • • 1 /4' -3' TAPCON WITH A 1 1/4" 1/4"--3" TAPCON wn-H A 1 1/4' MIN. EMBEDMENT INTO CONCRETE MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. SEE ELEVATIONS FOR SPACINGS. (UM 3/1e TAPCON FOR UNITS ,i j x wool, gccu (USE 3/16 TAPCON FOR UNITS BASED ON FTL 3203) 1 % Woo fluclk BASED ON FTL 3203) KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 1.2 116 82— ¥1l1IP1.3 I TEL (w) 1�0 FAL { sae — �rm1U •8P:D_I1UC. A NUE 5100 N.M. 72 NO3. 3186 r�ua Fi ORW PHONE: (305) 591 -8090 A1�iJlt. l €D � LARGE RISME • • • .. • .• • • • • ' 0 © 0 v • . . 4. — 0 0 'Pjf� 1. ',IO , -,,. r_� ' ' • •••• • + • •s • • • • O +' . .. V • + . ' Kw NO.: 02-0177 1' {� DWG. Ai0 : 02 -0177 _ _ _ _ — —_ \ DATE: 02/11/02 _ �� __..�— — `' _`` I 0 0 0 0 D.L.Q. SCALE: DWG. BY: D.M REVISIONS DESCRIPTION 110. DBE MAX WINDOW WIDTH 1 e/2,/2 AS PER Due ICY tisk EXTERIOR KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 HORIZONTAL CROSS SECTION �V U4r'0 1J I ii Afrovell w16 Ilk Morias NMI �o.,b •�e - ce.a•+ Dit • • • • • ••• • •• • • • • • •••• • • • • ••••• • • • • • • • • • • • • • • • • •• •• 00 • • • • • ••• • • •••• • • • • •••• • • • •• • • • • • ••• • • •• • • • • •••• • • • • •••• . -..I [..-- 0.093 BILL OF MATERIALS KELVYN A. WHITFIELD MECHANICAL ENGINEER HMI IA 116 II— 1116191 >L 932e1 MX. () 666 -9972 ITEM # DESCRIPTION PART NUMBER ALLOY / TEMP. COMMENTS 1 050- 544 80 63 T5 SEG -705 -.+-- 0.062 :': 050 -761 6063 -TS 3 050- 760 6063 -T5 i Doissa s. 5100 N.W. 72 190. AVENUE MIAMI Pt.ORO* 3316E PFIONE: (305) sot -am 1.791 0.500 ael1 4 7/16' GLASS PC & PVB GLASS 0.184 5 BOMPON SPACER 014 -049 .150 SJ -5306 CLR P*_6765 (64b ) AMYL FIXED 1v1NDOw LARGE MISS'S 5 SILICONE SEALANT 024 -043 - --- -- DOW CORNING 995 OR 1199 7 FRAME ASSEMBLY SCR. 012 -131 - - - -- if 10 X 1.000,PIhFH SMS JOB No.: 02 -0177 2.750 •�- 8 INSTALLATION SCREW - --- -- 3/15' OR 1/4' TAPCONS DIKI. 704 02 -0177 IMPACT P.W FRAME (SEG 050 -544) DATE: 02 /11/02 9 SETTING BLOCK 046 -103 - --- -- WV -5B48 SANTOPRENE SCALE: - DWG. BY: D.M SHEET 4 OF 4 REVISIONS DESCRIPTION NO. DAM l 1 SAVO& AS PIM DADE COOATT -+-- 1250 --� + 1.250 --�- KELVYN A. WHITFIELD MECH. ENGINEER. 0.472 1 0.987 i a.a-rs T —+- �-- 0.291 i 0.090 0.093 t0.050 0.750 • -+-- 0.125 GLASS STOP (SEG 050-760) FRAME COVER (SEG 050 -761) Apprems es q»th di* Dot / /0(Y02 I%. •f4•Il•�17 - • • .•. .• •• • • • • • • • • • • • • • • •.• • • • •.• • • .• •. • • • • • • • ••• • • • • • • • • • • • • ••• .. .r :r • • •• • • • •• • • • •• • •. •••• ▪ • • • • • • • • • • •.. • • . 111' 1 00 • •.jp►IttDIZW•:YABT4•• • ••• • • • • •• • • • '--21' Mx. •® Top srnT. 11' MAX. c sc. • • I • Of WIPING RAILS 5734° VENT HEIGHT 54 7/8" D.L. OPG. x 3/18' H.S. CUSS 1199 OR 995 SWOPE 13. 1/2' 1MX. C.C. 32 7/8' - D.L OPG. 0.100 09ER ~ SECURITY 9w CT C. 3/19' H.S. 1199 OR 995 SiJCO S EXTERIOR GLI2ING .DETAIL 0.470' GLASS LARGE MISSILE FTL 3201, 1' 0 X B' MAX. FROM ENDS AT HAED /SILL 17' MAX. C.C. AT JAMBS --- 32 3/4" --- D.L OPG. 32 7/8' D.L OPG. 0.090 FINER 11( ARC ALURINIUN 1/8' H.S. CLASS 1/0' H.S. CUSS 1199 OR 195 SILICONE ' -'-J, 1199 OR 996 S1iCORE EXTERIOR _OLA2ING DETAIL. 0.340" GLASS LARGE MISSILE FTL 3217 ET MAX. FROM ENDS AT JAMBS 1/9' HS. CLASS 1199 0R 995 50.1000E f. 0.100 INNER SECURITY IMPACT 0. 1/1' KS. GLASS 1198 OR 995 SLOW EXTERIOR GLAZING DETAIL 0.325' GULSS LARGE MISSILE FTL 3217 DESIGN PRESSURE RATING WITH 7\16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' HS, GLASS POSITIVE 100.0 PSF NEGATIVE 90.0 PSF WITH 3.879 HIGH SLI. DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H,S. .100 INNER LAYER SAF -GLASS 3/16' H,S. GLASS POSITIVE 100.0 PSF NEGATIVE 100.0 PSF WITH 4,550 HIGH_. DESIGN PRESSURE -RA ING -WITH- 51E6` < LAMINATED__ GLASS _ 1 1 • • .. .. • • • • • • • • • • • • .• .. • • • • . • • • • 0049 .. • • • • • • • • • ... • • • • ..0 • ce w x w • •• • • •• • '• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • 1/4"-2 3/4' TAPCONS MTH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. MAX WINDOW HEIGHT VERTICAL CROSS SECTION 1 /4 "x 2 1/2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. KELVYN A. WHITFIELD MECHANICAL ENGINEER 3008 )fUR 116 IN- 111A10 FL 89131 TEL (906) 381 -1830 TAIL (506) 836 -3343 aka. 5100 N.W. 72 ND. AVENUE MIAM FLORIDA 33166 PHONE: (305) 511 -8990 SSNIEB: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE JOB NO.: 02 -0175 DWG. NO.: 02-0175 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.11 SHEET 2 OP 5 REVISIONS DESCRIPTION P0. D82E 1 6/26/8 12 PER DADIE WUNTY Q. E 6/27/2 M PER Dt1E 00IMTT BEQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE #. 24140 r 1/4--2 1 /2' TAPCONS WfTH A 1 1 /4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. • . •.. • •. • • • • • . • • • • • • • • ••. • • • ••• • • • •• •• • • • • • • . •.• • • • • • • • • •.. • ••• • •.• • ... • . . • • • • • . • • • ••• . • • • .• • • • • • • • . . • . . . • • SHIN SPACE •.. •. • • • • • • • • .. 1J4•W(. SHIM SPACE 1 /4 " -2 1 /2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. EXTERIOR HORIZONTAL CROSS SECTION KELVYN A. WHITFIELD MECHANICAL ENGINEER 100e 1.2 111 ET- EMU L P amet Tar. (306) 652 —t236 FAX. (206) 606-9276 • amprivradm a D6.a n. 5100 N.W. 72 ND. AVENUE MUWI FLORIDA 33188 PHONE: (305) 591 -8890 SE8iES: 140 AL1DENUN HORIZONTAL SLIDING WINDOW LARGE MISSILE JOB NO.: 02 -0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 3 OF 5 REVISIONS DESCRIPTION H0. DIES 1 8/ AS P66 DADE COUNTY DEE. 2 11/2712 AS PER DAM COUNTY 2Q. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 2 140 g z7b d464 AW•Vid �..,an,yr.$w,s 1i0 Dew azzzO • • ••• • •• • • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • ••• • ••• • • • •• • •• • • • • • • • • • • • • • • • • • ••• •• • • • • • ••••• • ••• • • • •• • • • • • ••• • • • - . •• • • ••• • • • • • • • • • • 1.138 Q070 KELVYN A. WHITFIELD MECHANICAL ENGINEER SOOB NZ u. et- NM s1. SUE I= (sae) ess -izao rm. OW aos -aa7a f 2.816 ' r. 1.266 2.962 ■ 3.679 2.816 � 0.289 �� 1. •rr�- 5100 > N.W. 72 O. be. MAW (305) 33/48 PHONE: (305) 591 -8990 2.911 0.127 0,063TYP 0.759 L + 0.063TYP. 2.404 + 2.816 1. 7 1.582 1.075 i 0.422(2) 0.070 4.185 - 4-- L802 _. BERMS: 140 ALIMMRIN HORIZONT - SLING WINDOW LARGE MISSILE f -ow- 0 079 FRAME -757) FRAME -e 2 848 JAMB (SEG 050 -572) JOB NO.: 08 -0176 1.772 0.444 � DWG. EO.: 02 -0176 - 2.658 HEAD(SEG 050 DATE: 02/11j08 MAIN FRAME S1LL(SEG 050 -737) SCALE: N.T.S. DWG. SY: D.M sHErr 4 OF 6 2.L 33IC IWM TIO- -739) REVISIONS DESCRIPTION NO. DRS 1.709 --+- 0.079 0.966 0.101 t e/26/2 As PM DM MUM 2 BMA 1.9 PU rills OOUB1T -. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 Sir-0Z - ■► 0.984 0277 -• - 2.161 3.311 1 886 2286 1.585 2.296 1.350 i e Ap�e..eas.wiAe�e 0.106 0.844 JAMB ADAPTER(SEG 050 -741) T T NOM ! ille,CNB•J SILL ADAPTER (SEG 050 -738) B 41 -m-/' By 0.791 SILL WINDLOAD ADAPTER +-..- (SEG 050 -740) • • foes • • •• •• • • • •• •• ••• • • • • • • • • • . • • • ••• • • • • • • • • • • • • ••• • • • • •.• • ••• • ... • .. • ••• • • .� • • • ---•• • BILL • }F 1AT RIA'LS • �- PA91 KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 LE 110 le- MN PL San TEL c 12 FAX. rTEM# DESCRIPTION PART NUM. ALLOY/TEMP COMMENTS 1 FRAME HEAD 0501437; 110(13;T5:•, S64--747. MILL FINISH 2 GLAZING BD. 050 -7191 11434T4 T"4 • . ,VG -749 MILL FINISH L335 . 632 1,054 0.927 OA88 3 4 SASH TOP & BOTTOM RAL MNN FRAME SILL 050 --570• 050 - 737 %063 —T9 • 6053 -T5 S2 -8'; 0 MILL FINISH SEG -737 MILL FINISH T2.320 .�s��r 0 g 319MIAMII FLORIDA A 38 PHONE: (305) 591 -as90 0.722 5 SILL ADAPTER 050- 738 6063 -T5 SEG -738 MILL FINISH OA46TYi', 6 SILL TRACK INSERT 050- 739 6063 -T5 SEG -739 MILL FINISH > 7 SILL WINDLOAD ADAPTER 050- 740 6083 -T5 050 -740 MILL FINISH 0.088 1.335 8 FRAME JAMB 050 -572 6063 -T5 SEG -572 MILL FINISH --••- SERUM 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE 9 JAM ADAPTER 050 - 741 6063 -T5 SEG -741 MILL FINISH ---r 0.723 0-01 2.320 SASH MEETING RAIL (SEG 051 -571) Ir 10 SASH SIDE RAIL 051- 742 6083 -T5 SEG -742 MILL FINISH 11 SASH MEETING RAIL 051 - 571 8063 -T5 SEG -571 MILL FINISH SASH SIDE RAIL(SEG 051-742) 70B NO.: 02-0175 DWG. NO.: 02 -0175 12 FIXED MEETING RAIL 051- 573 5063 -T5 SEG -573 MILL FINISH . DATE: 02/11/02 2/11 13 FLAT BAR 050 -004 3/16' X 1' i 0.158 1.054L688 [0088 ESE 14 WHEEL HOUSING 014 -005 , 0 844 0.056 DWG. BY: D.M 15 WHEEL 014 -044 .750 DIA. NAT. ACETAL SHEET 8 OF 5 16 DOWEL PIN 015 -041 .150 DIA. X .550, BRASS T—o.olo—rt#P. — REVISIONS DESCRIPTION 17 iY`'PIMG (at sash B & T roil} 0+7-01+ FIN -SEAL 350 X .187 BACK - * -- 18 SWEEP LATCH 007 -016 WHITE 0.839 H 0.844 H I SASH TOP & BOTTOM RNL(SEG 050-570) NI DATE 19 W STRIPPING 047 -014 FIN -SEAL .380 X .187 BACK 1 8/26/2 AS PER DAM COWRY 1 20 SCREW . MEETING RAILS 000 -000 110 X 2.000.PhPH SMS 2 6/27/2 Aa PER 0Atz mum 1®4. 21 WEEP COVERS 014 -063 GLAZING BEAD (SEG 050 -759) -- ---- -- 22 FRAME ASSEMBLY SCREW 012 -835 18 X 1.000,PhPH SMS KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 2Z l J�� G >4f/ 23 MEETING RAIL ASHY SCREW 012 -130 110 X 1.000,PhPH SMS 0.088 24 SASH ASSEMBLY SCREW 012 -835 # 8 X 1.000,PhPH SMS 25 SWEEP LATCH SCREW STNN.ES STEEL 18 X .750, PhPN SMS, SS 26 WDLOAD ADAPTER SW i:i:u. S STEEL 4 PER CUP SLUE AS NSA. SIRENS 27 SEAM SEALER(at from. at sash) 024 -019 - -- SM 5504 28 SLUCONE SNif{at f ,, at sas},) aa4- DOW 1199 OR 995 2.9 ---- 29 UPC BEAD CASIO ( FXO, N) 046 -014 W`51P.,811I.13 WV- 3134.1310.. L969 A�w.ea..cany�i.swds the MIMI p ''I1 ,y,pei 30 SETfiNG BLOCK 046 -103 WV5848 SANTOPRENE OA701YP. 1581 — 31 BUMPON SPACER 014 -049 .150, SJ -5308. CLR 32 1/4 -- 2 3/4' & 2 1/2- TAPDYISEE BBL FOR SPEC. LENGTH — -'--- 33 SILL RISER ---- .032 119E s 4.6 SHE. 899X iL 0' 1.147 MEETING RAIL vg L991 (SEG 051 -573) MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This ocu is being issued bm under s bapplicable rr'eviwed by Miami-Dade County Product Control cDivisiion and accepted The documentation submitted has • • by itie Ilivrd of Rul .sand Appeals (BORA) to be used in Miami Dade County and other areas where allowed by H 1 d' ton (A111) • • ' t1AMI -1)ADE COUNTY, FLORIDA 1,. , r1RO_1)ADE FLAGLER BBUiLDING 140 WF`; i' FLAG LER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563. 105) 375 -2901 FAX (305) 375 -2408 www.buildinacadeonline.com • the i�YUlPnty :tvj? g $rts is i This' l'Vl')A shalh nv► hr valid after the expiration din areas stated than Miamiil ?ade County) reserve the right •• Division (in Miafit'19:tde County) and/or the Al {1 in hae 411iLproduc t dartaterial tested for quality assurance expense iu of such testing odt.ct or the AH1 fails may immediately perform the accepted ma �>: �r� the manufacturer will incur • redc�CC'Modify,•p;�u�Pend the use of such product or material ade County jurisdiction. DivBisi)on that this product • to revoke this aGgf1�11i1ce, if it is determined by Miam • ma• • terial•fails to;r ge.tdl�e requirements of the applicable building code. • fhi ••rc:duct is apps tad as described herein, and has been designed to comply with the Florida Building Code, inclu¢kpgthe Hig�i Verocity Hurricane 'Lone.__ — — _ L.M.I. ESCRIPTION: Series 1 "X Heav ,'Wall Alumi �� lip .� APPROVAL DOCUMENT: Drawing No. 6221, tided 1" Ilea y naOSElevations Aluminby um Tube ' Industries, Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last signed and sealed by Robert L. Clark, l'.E., bearing the Miami-Dade p de County 'act Control Product Control Division.p with the Notice of Acceptance number and expiration date by ar a and Small *fissile Impact is , II�Ar� Rlr:�_� LABELING: Each unit shall bear a permanent label with the manufacturer's or logo, city, herein. d following statement: Miami -Dade County Produc t Approved", s cthe RENEWAL of this NOA shall be considered after a renewal application has be- n 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 ess. Misuse of tiusrNO�� as an'endorsement cof any in the materials, use, and/or manufacture of the product p product, for sales, advertising or any other purposes shall automatically terming:,. this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NO:.. ADVERTISEMENT: The NOA number preceded by the words Mia i- of Ce ounty, Florida, displayed, followed dhby the expiration date may be displayed in advertising literature. If any portion ll be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the ;nanufucturer or its distributors and shall be available and r inspection OA # 04-0528:05 and consists of this page Building ::n df evidence pages E -1 and E -2, as This NOA renews and rc well as approval document mentioned above. The submitted documentation was reviewed by Jaime 1). Gascon, P.E. • • NOA No 06- 0125.07 xpra lion Date: June 28, App =oval Date lily 20,- 20114-- - -/ Page 1 PGT Industries NOTICE OF ACCEPTANCE: EYIjENCE St WITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Tube Clipped 1 Drawing No 6221, titled "1" 1-IeavylWalh�� %�� Elevations revision on on 05/30/06, Mullion ", Sheets 1 through 7 of 7, prepared by PGT Industries, signed and sealed by Robert L. ('lark, P.E. • • I3. TESTS per FBC, TAS 202 -94 1. Test reports on 1) Uniform Load Static Air Pressure Test, p • ▪ • ••• • • • 2) Large Missile Impact Te Test, B TAS 203-94 21- 4 • • .... '.' 3) Cyclic Loading Test, p • • •" • : • along with installation diagram of a pair of fixed alum. windows (00 configuration) • • • • • •GO" x 54" mulled together with a 1 x 2 x std. wall mullion, prepared by Fenestration • ••• • • • • • Vesting Laboratory, Inc., Test Report No. VCL -2902. dated (11 /05/01, signed and • • • • • sealed by Antonio Acevedo, P.E. • ••••• • • • • • "Submitted under NOA # 04- 0528.05" per FBC, TAS 202 -94 • f ': Test reports on 1) Uniform Load Static Air Pressure Test, Ix' . .. . 2) Large Missile Impact Test, FBC, 'F 1S 201 -94 • • • • • • • • • .... • 3) Cyclic Loading Test, per FBC, TA 5 203 -'t • along with installation diagram of a pair of fixed alu:a. windows (00 configuration • • • • 80" g 76" together prepared by Fenestration T x 76 mulled y, Test Report No. FTL-2903 mullion, dated 01/05/01, signed and Testing Laboratory, Inc., , sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" per FBC, TAS 202 -94 3. Test reports on 1) Uniform Load Static Mr Pressure Test, p 2) Large Missile Impact Test, FBC, 1'AS 201-94 3) Cyclic Loading Test, per FBC, TAS 203.94 along with installation diagram of a paiwoh a 1 x2 alum. windows with a a�a" wall vertical mull on lite 2 x (0/00 configuration) mulled together 6" x 1/4" wall horizontal mullion, prepared by Fenestration and scle d by Antonio Acevedo, Test Report No. FTL -2975, dated 01/23/01, signed "Submitted under NOA # 04- 0528.05" C. CALCULATIONS with FBC -2004, 1. Revised Anchor Calculations and structural analysis;, complying prepared by PGT Industries, dated 05/30/06, signed and scaled by Robert L. Clark, P.E. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 201 t Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SU �iIyIIT7'ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCC;. E. MATERIAL CERTIFICATIONS 1. None. .. F. STATEMENTS 23, 2006, • • ' • ••• 1.• .• 'Statement letter of conformance and no financial inters t, dated January • • •••• • • • • • signed and scaled by Robert L. Clark, P.E. • •••• • • • • 1 • 'Notice of Acceptance No, Ik1- U528•issued moved Industres for their 1" x and expiring on Heavy • • • ....Wall Aluminum Tube (lipped Mullion, pl • • ' • • • • .06128/06. • • • • •• • • • • • ••• • • • • • • •• • • • • • E -2 Jaime D. Gascon, P.E. ('hie[, Product Control Division NOA No 06- 0125.07 1:xpiration Date: June 28,2011 Approval Date: July 20,2006 T MIAMIDgAE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Trace Security Windows & Doors 5100 NW 72' Ave. Miami, Fl 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. "Lye documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted Sy fh •Board of Ries and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the•Avthority Having Jurisdiction (AHJ). • . •••• • • This NOA sh$11:a0C be valid after the expiration date stated below. The Miami -Dade County Product Control Bivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this protitto or •material tested for quality assurance purposes. If this product or material fails to perform in fj.gs¢pted ram, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke' modify, bttuspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke thisVettllthnce, if it is determined by Miami -Dade County Product Control Division that this product or too fails IS Tilt the requirements of the applicable building code. • • • Th?s'i3roduct is'appr5ved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "5758 (245- 545)" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 02 -0177, titled "Series: PW -5758 (545) Alum. Fixed Window Large Missile ", sheets 1 through 4 of 4, prepared by manufacturer, dated 2/11/02 with revision on 8/27 /02, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. li ISSILE-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 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. No 02 -0124.02 — Expiration -Dates October- --20@7 -- Approval Date: October 17, 2002 Page 1 ANCHORS DETAIL *B", "C" OR 'b" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A N i I W I W= W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W l +W2 M2) MAX OPENING = W OR W7.1-W2 MULL LENGTH = H1 M3) M4) NOTES: MULL LENGTH = HI 1. THE 33 1/39, STRESS INCREASE HAS N0 ; BE1 vq I=v THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. • • • . • • • •. • •• 2. WINDOWS AND DOORS OR COMBINAi 5N5 •ZH114LJOF•MAY BE• MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NQN- IMPACT APPLICATIONS. ANCHORS DETAIL "8-, C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 ANCHORS DETAIL "8", C" OR "0" BOTH ENDS ANCHORS DETAIL 8 C" OR "0" BOTH ENDS MULLIONS —MUL LION w 4%L1- +1112- Jr T WIN QWS-- MULLED- TOGETI -FEN FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TDCTRON NOA; 01%072 LAI • QS- OZ. Or' 4, ANSI /AF&PA NOS -400: :"0‘f wppo :COVST$UCrICIN ADM -2000 ALUMINUM DESIGN MANLA4t • • • 5. THIS PRODUCT HAS BEEN DES/GA7EV &• TESTt0 •TO �COMPL Y WI�H THE REQUIRE - MENTS OF THE FLORIDA BUILDING COOS, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •. • • • • . • • • • 6. W000 BUCKS BY OTHERS, MUST BE ;AJ 1 HOREO; FOI'.ERV Ta TRANSFER LOADS TO THE STRUCTURE. • • • • • • • • • • • ••.•• • • • •• •• .•• • • • ••• • • f \ r �-- MULLION N1 H = H1 +H2 W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+1-12 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS MOO= lliNVIVCIP oraglyaguith 6r NEW lairtiniOrds Amptates ,, -o/ o. : :arj:11 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L PE ;39712 Structural 1070 TECHNOLOGY ORNE NOKOM63, FL 34273 P.O. 80X 1329 NOKOMI$ FL 34274 awF.3d ElYr K. Mosel ar F.K. 5730/06 Q NOTES5&6 575/06 Arosiona TEcH. REFS. Oran er P.J.P. 4 /28/00 dese —1'HEAO`- JWA-LL, ELEVATIONS Tibia ALUMINUM TUBE CLIPPED MULLION SMa/4,eh MULLS NTS Short 1 of 7 &aw ng No. 6221 Rye D ^Y i 1 , i 4 ^_ x , i', I ,112- �- — w1 W —`lam W3_ --•, W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 ANCHORS DETAIL "8", C" OR "0" BOTH ENDS ANCHORS DETAIL 8 C" OR "0" BOTH ENDS MULLIONS —MUL LION w 4%L1- +1112- Jr T WIN QWS-- MULLED- TOGETI -FEN FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TDCTRON NOA; 01%072 LAI • QS- OZ. Or' 4, ANSI /AF&PA NOS -400: :"0‘f wppo :COVST$UCrICIN ADM -2000 ALUMINUM DESIGN MANLA4t • • • 5. THIS PRODUCT HAS BEEN DES/GA7EV &• TESTt0 •TO �COMPL Y WI�H THE REQUIRE - MENTS OF THE FLORIDA BUILDING COOS, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •. • • • • . • • • • 6. W000 BUCKS BY OTHERS, MUST BE ;AJ 1 HOREO; FOI'.ERV Ta TRANSFER LOADS TO THE STRUCTURE. • • • • • • • • • • • ••.•• • • • •• •• .•• • • • ••• • • f \ r �-- MULLION N1 H = H1 +H2 W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+1-12 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS MOO= lliNVIVCIP oraglyaguith 6r NEW lairtiniOrds Amptates ,, -o/ o. : :arj:11 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L PE ;39712 Structural 1070 TECHNOLOGY ORNE NOKOM63, FL 34273 P.O. 80X 1329 NOKOMI$ FL 34274 awF.3d ElYr K. Mosel ar F.K. 5730/06 Q NOTES5&6 575/06 Arosiona TEcH. REFS. Oran er P.J.P. 4 /28/00 dese —1'HEAO`- JWA-LL, ELEVATIONS Tibia ALUMINUM TUBE CLIPPED MULLION SMa/4,eh MULLS NTS Short 1 of 7 &aw ng No. 6221 Rye D PGT 1x MULLION MULLION CLIP. CUT FLANGES OFT CLIP TO FORM A "U' CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK FOR 1" MULL i° TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2' OR 4' MIN. 2h(TyP)11 #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1 x MULLION 2" OR 4'T SEE NOTES 2 & 3 MrN. 2h(TYP) 1 (rYP W000 BUCK REMOVED TO CONCRETE WOOD BUCK 28(TYP)1 SEE NOTE 1 SEE -' NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" PGT 1 x MULLION 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4' 5S4 CRETE -FLEX MASONRY J ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE �J i 2" C n S 1 1 4 I'�TV ; 3/ 4' NOT 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2' j. ANCHOR EMBEDMENT TO EASE MATS:�'`4 i_(„ d� tipiyNt�••r�:+iL iRESSiht, GR STUCCO. • • • • • • • • • 4. FOR MULL SIZE AND QUANTITY OF•ANCHCiRSIEI SHt'6I5•$, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3...LiU TII%Vb',1141VI1=IG•S'REWS FOR MULL - TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -T0- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHOR . MQWN AB014 •ARE IFQR P4CTORIAL REPRESENTATION ONLY. FOR COR E T• QUANNTITY OF ANCHOR�SE REFER TO ' CHARTS 1 THROUGH 4 ON SHEF $ b AND•7 :ciao fl4E:ARPUCABLE MULL SIZE AND PRESSURE REQUIRED MR YOUR 3PECIF?C APPL/CATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL- 2 §0•,, :2901 IA 40,5: : • • • ••• • • • • • • • • • • • • • T`T • MIN. 2" OR 4' /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS. NOT TO INTERFERE W177-1 EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & .3 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" '--2 4 �" 112 FH SMS STAGGERED ON r OPPOSITE SIDES (SO AS NOT i I TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MIN.— 215(Typ) () t SEE NOTE 1 b0. 000 BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC., DETAIL "0" _ MIOpRICTty117tl1yp a=161 "Me TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS S` Robert L Ckrk. P.E. rC fS"a712 Structural T INDUSTRIES mFKer Rwmionr 30/06 NOTES J & 5 Rwad 6r o Rwtonr F.K. 5 /3/04 • C .400 EMEED. DUNS Crown er: Deta: P.J.P. 4/28/00 0..crivtoY: 1 " HEAVY WALL, CLIP INSTALLATION DETAIL ton rfCMNOLOGr 0RNE NOKOVS. Fl. 34273 0.0 8C+' 1529 NOKOMS Fl. 34274 DV*: ALUMINUM TUBE CLIPPED MULLION swk.. /IbOt MULLS I NTS Shoot 2 Y,r 7 1 6221 • • • ••• • • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL. SIZE 1 x2x3/8 1 3/16 1 x 2 3/4 x J/8 1 15/16 1 x 2 3/4 x 21/32 1 .3/8 1 x 4 x 3/8 .3 3/16 O TWO (2) ANCHOR © THREE (3) ANCHOR LOCATIONS LOCATIONS A/2 MIN.J LA� 1 ONE (1) ANCHOR LOCATION MIN.TYP. MI N JLA1 ® TWO (2) ANCHOR LOCATION •• •.• • • • • • •. • NOTES . 1. 8t1INTIIrY OF. AN ?H5R?SHOWN ARE FOR PICTORIAL. REPRESEIZITATION ONLY. FOR CORRECT OUANT/TY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS :5,. $. AND. % 7141b THi• GORP CT MULL SIZE AND PRESS4114E: RfOVIREQ• F0I: NUA" EC/P�IC APPLICATION. • • • • • • • • • 2. 3 /8'A'dM. EDGE O?S'/ANCE APPLIM Te ALL DIMENSION SHOWN AS MAX. .• • • 3. REFEREE E :EST FE:01781. 1 PTL•d- 290'x, 2903 AND 2975. • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• IN-I LA__ CFOUR (4) ANCHOR ��J- (2)EQ.SP.@ (A- 3/4)/2 U A4IN.��A THREE (3) ANCHOR �/ LOCATIONS D SIX (6) ANCHOR LOCATION$ MIN.TYP. (4)EQ. SP. (A- 3/4)/4 MINJL ® FIVE (5) ANCHOR LOCATIONS MIN. TYP. PRODUCT agszvar. Aaapttagis , N .. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Ccr!t. V.E. PE 133712 Structural NDUES F.K. 530/06 D— THIS SPIT Rom! By: F.K. ri /06 Revisiorue 0-REORAW, ADO OwAI.&I 01E Drown By: P.J.P. Doty. 4/28/00 1070 TECHNOLOGY DRIVE NOKOM1S. FL 34275 P.O. BOX 1529 NOKOLIIS. FL 34274 - 1 HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Swiss/WOW MULLS Scar: NTS Sheet 3 of 7 Drawing No. 6221 Rev: D 3 8 NOTE: 8 4 2:11 --1-x HEAD'- WALL-MILLS MAT' L: 6063 -T6 .. ... • • • • • .. • • • • • • • • •• ••• •• • • • •• 11 • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • ••• • ••• • ••• • 0•• • • • • 000 • • 1. REFERENCE TEST REPORT ;FjL; X90 9pi AND 2975 • •• .• • • • •• •. ••• • • • •••. • • 4 4 1 3 re-4 1 8 PIODIXT etvEwEa aomplyles oft tbs lLrida Ihillso Code _____ l4. , .. 5. • } TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 7%d- obert L Clark. P.E. PE 139712 Structool IN R 8. Crown ay: • P.J.P. 5730/06 o- THIS SHT Rewknr 5%5/06 C -NO CHO MIS SKT 4/2100 } ° NERVY WALL; MULLOON PROFILES 1070 TEC7aNOLOGr DRIVE NOKOMIS. Ft 34273 P.Q. BOX 1329 NOKOM IS. FL 34274 ALUMINUM TUBE CLIPPED MULLION Stew /Mode MULLS X Shoot 4 er 7 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 MULL LENGTH IN INCHES CUP TO OPENING CUP TO MULL 42 48 50.625 54 (2) A (3) B (3) B 170 170 170 16 76. (145 `63 131 66 113 86 76 73 78 67 84 90 108 (3) A (3) B (3) B 170 170 170 161 170 152 131 113 60 (2)A 3 A (3) B (3) B (3) B (3) B 170 170 70 80 90 100 110 (2) A (3) A (2) A (3) A (2) A (3) A (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 (3) B 170 170 170 161 170 154 170 150 170 86 (2) A (3) B (3) B 170 (3) A (4) B (3) B 170 149 170 170 148 170 140 170 136 170 134 170 147 170. 135 165 1261 153 , 121 146 119 142. 127 131 16 116 101 107 100 100 96 96 112_ 112 _99 99 90 j 90 84 84 80 80 97 97 85 85 77 77 72 72 68 68 73 67 73 73 65 62 62 54 57 57 50 65 58 58 54 49 50 54 54 45 45 45 45 41 41 (2) A (3) B (3) B 170 149 134 (3) A (4) B (2) A (3) 20 130 (3) A (2) A (3) A (4) B (3) B (4) B (3) B (3) B 170 170 170 170 170 149 170 134 170 170 149 134 160 (2) A (3) A (3) B (4) B (3) B (3) B (3) B 170 170 170 170 149 170 170 134 170 118 93 77 65 141 118 1 93 92 77 76 65 64 50 50 48 48 116 141 113 141 92 92 92 92 92 76 76 76 76 78 64 63 63 63 63 45 45 44 44 37 37 36 36 35 33 33 46 42 42 40 40 38 38 36 36 32 30 30 26 24 24 21 19. 19 38 35 38 28• 27 27 22 21 21 18 17 17 24 24 19 19 15 15 111 23 23 19 19 17 17 15 15 CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) A (2) A (2) B (2) B (2) B (2) A (2) B (2) A (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) B (2) B (2) B (2) B CLIP TO MULL Oa (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B -J 42 155 142 134 130 130 130 130 130 130 130 48 129 116 107 102 •1l16 ' •, !, • 9 •. y9: 99 99 50.625 115 100 91 85 •$2 •I 0 , 8Q $Q; •,p0 80 54 94 81 73 68 .f 4 • •a`3 .:62 • $2; • 6'2 62 60 67 58 51 47 44 42 41 41 41 41 63 58 49 44 40 37 35 34 34 34 34 66 50 43 38 34 :32! ■ 30 a •29 •• 28,1 • 214 28 72 38 32 29 26 • 2� • 22 - L 1 • 20 •• 2- 20 76 32 27 24 22"20 • 18 •' •17 • 17 • ' 16 • 16 20 18 17 16 15 15 16 78 84 90 96 30 25 22 24 20 17 19 16 - 16 • 0. • - • • •• ••r • -• • • • - • • - • •.• • • • • •• -•• • -• • - • -. ♦ - • i- •. a NOTES: Vertical Mull Mull Length Opening Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units Width Mull Length 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A T1ME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. yo/h Robert L Clark, P.E. PE #39712 Structural es aaucr ariswits =gawk& lie Aseepteme TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRI F.1 5/30/06 B:1814r0I6 THIS SIC Ft S /06 REVISIONS a •• rP. 4%28/00 1' HEAVY WALL, PRESSURE CHARTS 1 & 2 W70 TECHNOLOGY DRAT NOKOMIS FL 34275 P.O. BOX 1329 NOKOMS FL 34274 ALUMINUM TUBE CLIPPED MULLION sere -. MULLS . Vlore Orawing Ma NTS 5 7 6221 C HART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 42 48 50.625 54 60 z w 2 OPENING WIDTH IN INCHES 60 (3) B (2) A (4) B (3) B (4) B 70 90 100 110 120 130 160 (3) B (4) B (3) B (4) B (3) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 160 170 166 170 148 169 152 170 I 135 •155 133 152 117 134 F3 125 143 66 72 76 78 (2) B (2) B (2) B (2) B (2) B — 170 170 170 170 170 148 169 141 161 138 136 156 129 148 125 124 1 142 116 133 112 106 122 99 113 94 110 125 9' i 114 92 1''_ 118 135 103 118 T 93 107 86 97 106 108 92 92 81 81 73 73 P, 81 (2) A (4) B (2) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) B (2) B (2) B (2) B (2) B 170 158 143 128 107 170 170 170 170 137 157 137 157 123 141 123 141 109 125 1 108 124 90 103 88 101 eg 83 95 � 3 170 137 123 108 88 (2) B (2) B (2) A (4)B (3) B (2) A (4) B (2) B (2) B (2) B 170 157 141 124 100 170 170 170 170 137 157 137 157 J 1 N': 90 77 85 75 82 73 80 73 79 73 67 67 63 63 60 58 58 56 56 56 79 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49. 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 42 42 40 40 84 90 67 67 57 50 50 44 44 40 40 32 ' 26 18 17 17 54 48 46 40 32 96 108 111 29 44 44 38 38 33 33 29 29 26 31 31 26 26 23 . 23 20 20 18 29 24 24 21 21 18 18 37 37 35 35 33 33 32 32 30 30 30 28 28 26 26 25 25 23 23 24 24 23 23 21 21 20 20 18 18 17 17 15 15 15 15 Vertical Mull Horizontal Mull Mull Length �Opening� Width I••; ••• • • • • • • •; • Opening •• ••• •l d W'aV• ( ••• •• lo • • 7,6 • • • • • • • •• ••• • • ••• • ••• • kMull• •I• Len t • Multiple Mulled Units ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES; • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4' TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. r�ooees!°ir6r. �� ;4!1 't e A•.l••" r• s 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rotltrt L Cturi, P.E. PE #39712 Structured FtT INDUSTRIES R. **k B . 30/06 A -NO CNC 1l11S SHT Rn•F 6. 4175/05 EDREVISIONS Wen Br P.J.P. 4/28/00 0.aerrvs.re 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY ORn'E NOKOMJS, Ft. 34275 F.O. BOX 1329 NOXOABS. FL 34274 ALUMINUM TUBE CLIPPED MULLION S.ri../Yoe.k MULLS Seer NTS Sll..1: 6 0< 7 Ore.iol No. 6221 Are D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR 50 OPENING WIDTH IN INCHES 60 CLIP TO OPENING (2)A (3)A (2) A (3) A (2)A (4) B (6) B (4) B (6) B (4) B MULL LENGTH IN INCHES CUP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 98 108 111 (5) B (5) B (5) B (5) B (5) B 70 80 90 100 110 120 .1'3.0 160 (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) P (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B • (5) B (5) 8 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B • (514:3: (3);A . (2).A (3) A ' ?6) B (4)B (6) B (5) B , (5).8 (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 _ 170 170 170 170 170 ' 170 170 154 170 170 170 170 170 170 170 - 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 143 170 136 170 131 170 128 170 127 170 127 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 , 105 154 170 , 13.4 170 120 165 110 148 103 136 98 127 94 120 91 115 89 144 170 125 160 112 140 170 121 148 108 128 112 92 138 112 92 111 117 95 95 78 78 67 67 54 54 47 47 50 50 43 43 64 64 59 59 140 102 126 95 116 90 108 86 102 83 98 81 129 99 116 92 106 87 99 83 93 80 89 78 102 83 83 67 98 j 82 82 90 92 74 74 67 77 62 77 62 170 170 170 170 170 165 144 112 95 87 170 T 170 170 170 157 170 127 170 116 165 105 144 88 111 79 93 75 84 73 73 69 69 66 52 58 58 54 54 60 42 38 60 54 42 37 38 34 54 50 50 47 47 44 37 34 34 32 32 30 34 31 31 29 29 27 44 42 30 28 28 27 26 26 52 48 48 42 38 38 25 25 23 23 144 27 27 22 19 19 17 17 15 15 61- Li c�ii T i f Mull I Length �„_Opening� Width Opening • • . s . Wid>wh• • • • • • • • • • • • I•• ••• •• • • • Lengt ••I. • • • • • • • • • • • • • •• • • • • • • • •• ••. • • ••• • • ••• • • • • • • • Multiple Mulled Units Mull Length ••. l • • ••• • • •\•• Opening Width • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2.. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 7 .,rJT ` ; 8. 112 SCREWS g, E ,pgr`HOP cPACINc..7 DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T 1 U TRIES ��.K. 5,30/06 Arvid 9r F.K. 5%5/06 p-No c>iG THIS SNT INNINerac C—VARKED REY?S►ONS 800.n ay: P.J.P. 428/00 1070 TECHNOLOGY OPM NOKOMIS, FL 34275 P.O. BOX 1529 NGKOHiC, % .'.4274 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION Su+M/rodot Sc aw< Shoot I a+vordn9 No. MULLS NTS 7 7 li 6221 I Rsr. r ••• • • • ••• • • • •