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WS-06-1723Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number INSP -2096. Permit Number: WS -6 -06 -1723 Inspection Date: 03/05/2007 Inspector: Grande, Claudio Owner: VIERA, CARLOS Job Address: 15 95 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Phone Number Parcel Number 1132060130680 Lot: Phone: (305)341 -5663 Building Department Comments IMPACT WINDOWS 14 MAR 0 200? Passed 3e67i 1/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 2, 2007 Page 2 of 2 MSC1 BUILDING PERMIT APPLICATIO FBC 2001 Miami Shores Village cr3 -`4 . Building Department P\0. s Pr,``. P 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r ti Tel: (305) 795.2204 Fax: (305) 756.8972 (3° 5) a 18 -q.o -7 C El , E D 5 — n Permit No. JUN 2 g IO Permit Type (circle): Electrical Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ct r s V i tra PhonL #‘ "/ 610 V/ V Owner's Address 1.S y %`l,E ors" 5-fr City L1I itr�' Sha Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) I *VE T6 Si' City Miami Shores Village County Miami -Dade Zip 3 13 8 Is Building Historically Designated YES NO ;i<__. Contractor's Company Name Sea. rS 4 pptl t (oV.Phone # [� S 3 Y) S 62er .3 Contractor's Address _ 1 6rk . A i/1i, Lf Ave/ City I)Cti( ' State_ A Zip 3'3 t.2 (P Qualifier A ( (:Q„ t l/'' . N Y WAGttn State Certificate or Registration No. AX '7( X -X X %;:l'1 87 Certificate of Competency No. G &C. 0 i a J 38 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permilt 15,5-66 1 Square Footage Of Work: 13 G .1 -Ft'L Type of Work: EAddition EAlteration ENew �. Repair/Replace Demolition Describe Work: urr�c4ne W�S . pQ% dl �t i * * * * * * * * * * * * * * * * * * * * * *r * *y * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 6D CCF $ - G7 ®/f CO /CC Notary $ Training/Education Fee $ 3,7 C Technology Fee $ -C-12) Scanning $; 2,00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. Total Fee Now Due $ 270 • (Continued on opposite side) OCA12-11g Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wilLbe done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w occurs seve ) days after the building permit is issued. In the absence of such posted notice, the inspection will not be • .pro ed and a r- spection fee will be charged. Signature wner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 by who is personally known to me or who has produced As iden ificatj n ar,d ;, 4,o ar¢,.QOe an oath. r',, Notary Public State of Flonda ° <f, Alex Musteilier "Ay Corri5sion DD431780 e. r F,.x jr $ 0112 /2009 NOTARh`^RUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 who is personally known to me or who has produced r as identification and who did take an oath. NOTARY PUBLIC: Sign. Print My Co ce /Z 6 Ce Z Expire .v*r ,, JANET ALONSO MY COMMISSION # DD454264 4. 0110 (407) 398 -0153 Florida Notary Sarwce.corn Plans Examiner Engineer Zoning _IMPURIANI INWRMAT/ON: Corner of Q hedge of window and Window Sizes Mean Roof Height: Type of Wall: CA:,S of Stories: k of Openings: V) of openings 1 to be reploced: - Hurricane Shutters: No : Yes: Do Not Do: (Windows Not to be r • . Building Dim sGrons: Length: `t Width • 4t, V45 06 •11i3 • SITE PLAN Exterior Information Customer Nome: C'- l (6 Vie‘41. Address: IN. we q S sr City M &1105 rp3S11} Completed By- 4 ey Phone Number: , NI aitti is ikma===. inummorririati L IIIIIREEP61111 ME 111111111111111121111111111MMI IIIIIIIII - .1 0:. + e .1111111MINERNIMMIIIIIII11121111MILIMIV.M., t_ i -T-1 i • Miler . mancionimummiumrIT-----ium---------1 MINIM •••IIIi UNIMMUSIIIIIIIIIMMIIMMendin i.itiiiit ii I t '1 3 ' .4 ..acum„ it. , , , ,mignim.dusammermitimmiria 1. 4 1 1 - •. , 0,,, _ i f� . i t i • • • � I �` , - t! } F C • - Mean Roof Height: Type of Wall: CA:,S of Stories: k of Openings: V) of openings 1 to be reploced: - Hurricane Shutters: No : Yes: Do Not Do: (Windows Not to be r • . Building Dim sGrons: Length: `t Width • 4t, V45 06 •11i3 • SITE PLAN Exterior Information Customer Nome: C'- l (6 Vie‘41. Address: IN. we q S sr City M &1105 rp3S11} Completed By- 4 ey Phone Number: • • • .• •••• • • •... • • .• Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: i jl j L= Gi rs 1' Permit No.(c)G,,,, /723 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ..-----_,.. - �= (+) PSF ( -) PSF ( +) PSF ( -) PSF (D-1/0/16, PCj t I IN: ido cl ' q-0421. ®`3 'D - 0 % 46 n 2y S ve c x3BA. y-e k I 5 il..i.• y! x5"D 1 .a .._ • . • F • • •:'' ■ V 1 • • • ,� x 35 1 Ji P. •• ••• 1/ // °:••° • • • /7 KAS- /2••, : .••..• A3iox5 ,9t. . o• .... •,., ii. • •,,, •••• REPLACEMENT WINDOW ORDER FORM p 1 o V. CURRENT TYPE REPLACEMENT TYPE ROOM LOCATION 0+ 19 OBSCURE TEMPER GRIDS DIAMOND OR SCULPTURED GRID PATTERN WIp7 HEIGHT FULL BOTTOM rt. 78. TA T.R.A. OR F t 1 1 t q J' 24 i . F A a riim V H y ph brt ito I 11/ irk, 36 4 )11, 3;' /q 3 -D S/; /4 DzS/ V H D pi's": v T. 7- bq l! 1-1. b� .i z- bpi 36 1 1 38'I 2.5 'tit . F 4 4 �nsI D J S■ V H V H l 1 1 L/ 1\ ✓ lG4 3 16 TSg IItt - D rl s■ V H T Y ) ft s i, 36 31 ' /i 4' D rI'S n V H e f opsfl V H D•S/ V H ro ' D ■s■ V H DflS• V H 1Y D / Ste V H D•S/ V H DIMS/ V H Ie D /SI/ V H DOS/ V H ,e , DnSf V H ,a DfISfl V H DflSIl V H zo D ❑SD V H SER ES ALUMINUM INSULATED ALUMINUM NON - INSULATED ALUMINUM IMPACT 7000 INSTALLER NOTES: 8000 . Z`-Ku4 s s`III X9-0^00 0 SOLAR COOL CI GLASS OPTIONS BRONZE i=1 GRAY D D CI Job Number: s-66 7/ 1 3 Customer's Name: rq Is APddress: Ala. cis- 1-• ••• • • • • • •• CIIy: lath* S‘+vteS '(—t :33 c31• :•: 6106 • • • ••• • • • • • • •• • • ••••• • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • • • •• • •• • •• • ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ROOF PITCH LL 0 O C 11-nr 111111111 1111 111 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) �j s -oo - 1 ZZ� 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 Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5500 Storm Breaker Plus- PVC Double Hung Window APPROVAL DOCUMENT: Drawing No. S -2361, titled "Storm Breaker Plus Impact 5500 Series PVC Double Hung Window ", sheets 1 to 6 of 6, prepared by R. W. Building Consultants, Inc., dated 04/05/04, with revision #1 dated 06 /24 /04singed and sealed by Wendell W. Haney, 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 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•spat1 be vitec4 tg the user by the manufacturer or its distributors and shall be available for inspection a7t,the sC rPsrQf the Building Official. This NOA consists of this page 1 and.Vidcu a $des'E'1 :n4 Er2,'as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez , P.E. • • • • • • • • • • • • • NOA No 04- 0421.03 •••• •. • • •••• • • • • • • • • • • • • • • • • • • Approval Date: August 05, 2004 Page 1 • • • • • • • ••. • • • • • • • .•. • • • • • • • • • •. .• • • • • • • • • •.. • • • • • • .. Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2361, titled "Storm Breaker Plus Impact 5500 Series PVC Double Hung Window ", sheets 1 to 6 of 6, prepared by R. W. Building Consultants, Inc., dated 04 /05/04, with revision "#1" dated 06/24/04, singed and sealed by Wendell W. Haney, P.E. B. TESTS 1. Test reports on 1) Air Jnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PVC double hung window, prepared by Architectural Testing Inc., Test Report No. ATI -01- 48833.02 dated 04 /14/04, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E1300 and structural analysis, prepared by R.W. Building Consultants, Inc., dated 04 /18/04 signed and sealed by Wendell W. Haney, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex DIG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated April 16, 2004, signed and sealed by Wendell W. Haney, P.E. 2. Statement letter of no financial interest dated June 17, 2003, signed by Allan Crum 3. Letter from Simwtoj Vi jutow, dated Jung 17, 2113, designatin ' 'ck Wright of R.W. Building Consultant c , is fhe;c8ntact • ; rs,� ' for this fil •• • • • ••• • • •• ••• •• • • • •• • • • ••• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • •• • • •• • • • • • • • • • • • • • •• • •• .• •• • E -1 ..• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••. • • • ••• • • oF.Go, ez,P.E. net Control Division NOA No 04- 0421.03 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED, G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). • • • • • • • • • • • • • •• ••• •• • • • .• • • • .• • • • • • •• • . • • • • •. ••.• • • • • •.•• • • .•... • •• . • • •. • • • • • • • • • • • • • • • • • •• • • •• • • •• • E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • %A■.�I Ile' o F. Gonzalez, l' .E. Director, Product Control Division NOA No 04-0421.03 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 000w..Dows SIMON TON° 1 Cochrane Avenue Pennsboro, WV 26415 Pb. 800.426.2249 STORM BREAKER PLUS IMPACT 5500 SERIES PVC DOUBLE HUNG WINDOW • •• • • • •••• • • • • • • et • •••• • • • • « • •••• ••• • • • • • • • •••• • •• • •• •• • • • • • •••• •••• Ewk[IJOTES; • • • • THIS PRODUCT 191. DESIGNOD TO COMPLY WITH THE " HZ" 'FLORIDA BUILDNA@ CODE • • • • • ••M 2.6W000 BUCI& BY OTHERS TAe BE ANCHORED PROPERLY TO • •+ • •''RANSFEIR LOi E TO ST12I9011/RC•AND TO BE REVIEWED BY BUILDING) air. • • • • • �RODUC7 Cl�IIQQRS SHALL. gE AS ZISTED AND SPACED AS SHOWN N DETA KATEWOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WIWL•BRESStNG OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 5. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED SHUTTER /EXTERNAL PROTECTION DEVICE 6. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL. CROSS SECTIONS & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 BILL OF MATERIALS & COMPONENTS 6 COMPONENTS 53° x 71° DOUBLE HUNG WINDOW VIEWED FROM EXTERIOR 37° OVERALL FRAME WIDTH 29.75" MAX. D.L.O. 37" x 76" DOUBLE HUNG WINDOW VIEWED FROM EXTERIOR 1" INSULATED GLASS FRAME WIDTH 45.75" MAX. O.L.O. UP TO 53" x 71" POS. 55.0 PSF NEG. 58.0 PSF 3/16" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 37" x 76" j j 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 53" x 71" F n 1/8" TEMP AIR 1/8° ANN — 0.100 PVB — 1/8" ANN UP TO 53° x 68" POS. 55.0 PSF NEG. 55.0 PSF 1/8" TEMP AIR 1 /8" ANN — 0.100 PVB — 1/8° ANN UP 70 53° x 64.5" POS. 55.0 PSF NEG. 58.0 PSF 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN III NEG. 70.0 PSF 53° x 71° DOUBLE HUNG WINDOW VIEWED FROM EXTERIOR 37° OVERALL FRAME WIDTH 29.75" MAX. D.L.O. 37" x 76" DOUBLE HUNG WINDOW VIEWED FROM EXTERIOR 1" INSULATED GLASS SIZE DESIGN PRESSURE RATINGS 3/16" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 53" x 71" POS. 55.0 PSF NEG. 58.0 PSF 3/16" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 37" x 76" POS. 60.0 PSF NEG. 70.0 PSF 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 53" x 71" POS. 52.8 PSF NEG. 52.8 PSF 1/8" TEMP AIR 1/8° ANN — 0.100 PVB — 1/8" ANN UP TO 53° x 68" POS. 55.0 PSF NEG. 55.0 PSF 1/8" TEMP AIR 1 /8" ANN — 0.100 PVB — 1/8° ANN UP 70 53° x 64.5" POS. 55.0 PSF NEG. 58.0 PSF 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 37° x 76° CVOS . 60.0 PSF NEG. 70.0 PSF $-3(9 >c .32) a. a 0 z x:04/05/04 WALE NTS DWG. BY EW am. er: RW DRAwwc em: S -2361 • • • 0 •• • •••••• NO •• • Mi • • N7 • • •••l.•• • U gi Q d In 2 N = UI ••• • • •••• • • 0 • •••• ► •n ry ;LI cNi n 03 v 0- d 0 N EXTERIOR C) 2 1 VERTICAL CROSS SECTION 53° x 71° DOUBLE HUNG W/ STEEL REINFORCEMENTS U a N N EXTERIOR INTERIOR C) 2 2 VERTICAL CROSS SECTION 37° x 76° DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS 2a 2 ma- lo N .625" GLASS BITE GLAZING DETAIL W /DUPONT LAMINATE 1/8° ANNEALED .100° PVB 1/8" ANNEALED AIR SPACE 1/8" TEMP. SPACER 625" • GLASS BITE GLAZING DETAIL, W /DUPONT LAMINATE 1/8° ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 3/16° TEMP. SPACER NOTE: UNITS LARGER THAN 37" x 76" USE STEEL REINFORCEMENTS. r4 Appmsd as atmpking with rile PER DADE JI19Z04 Lti rtK CO 0 Z T:04/05/04 to Z 0 rr rr SCALE NTS MG. •r: EW aac rr: RW DRAW= NO.: S -2361 • • • • • • • .25° MAX. -- 53" OVERALL FRAME WIDTH .25° MAX. INTERIOR SEE GLAZING DETAILS I(TERIOR • • 1.33" ••••_ EMB• •• • • •••• •• • • • • •1 •••• • • • Co ••• • • • xvSerierVdo o_OcIige Projects ‘p_f396 ■5-2361 S 2.361 0 3 1 HORIZONTAL CROSS SECTION W/ STEEL REINFORCEMENTS ••• 37" OVERALL FRAME WIDTH 1.33" MIN. .25° MAX. EMB. SEE GLAZING DETAILS 1.33" MIN. EMS. C) 3 2 HORIZONTAL CROSS SECTION W/ ALUMINUM REINFORCEMENTS 1.33" MIN. EMB. .625° GLASS BITE GLAZING DETAIL W /SOLUTIA LAMINATE 1/8° ANNEALED .100" PVB 1/8° ANNEALED AIR SPACE 1/8° TEMP. SPACER .625" GLASS BITE GLAZING DETAIL W /SOLUTLA LAMINATE 1/8" ANNEALED .100" PVB 1/8° ANNEALED AIR SPACE 3/16° TEMP. SPACER NOTE; UNITS LARGER THAN 37° x 76° USE STEEL REINFORCEMENTS. CROSS SECTION ce 0 a tO m 0 z z z 0 owe 04/05/04 E. NTS max ec EW ow.. sr: RW a+A•046 Ha S-2.361 5° 1 9.5° ANCHORING LOCATION$ SINGLE WINDOW 53 °x71° NOTES; 1. SCREWS ARE LOCATED IN INTERIOR TRACK 2. SCREWS ARE LOCATED IN EXTERIOR TRACK 3. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +35/ -35 PSF. 4. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +41/ -41 PSF. SEE NOTE 3 SEE NOTE 3 SEE NOTE 1 (iYP.) SEE NOTE 1 SEE NOTE 2 SEE NOTE 4 SEE NOTE 2 ANCHORING LOCATIO $ SINGLE WINDOW 37° x 76° m ANCHORING LOCATIONS m Z D 04/05/04 SCALE NTS on. er: EW amt. en RW MOM NQ.: S -2361 ••• •• • • • s• • • • • • • • • • E 0 0) BILL OF MATERIALS ITEM DESCRIPTION MATERIAL. 1 COMMON SASH VINYL 2 LIFT RAIL VINYL 3 EQUAL GLASS STILE VINYL 4 LIFT RAIL VINYL 5 HEAD INSERT - 6 KEEPER RAIL VINYL 7 2 x 4 INNER TEST BUCK WOOD 8 2 x 6 OUTER TEST BUCK WOOD 9 1° BEAD - 10 FOAM TITE C -FOLD BY AMESBURY GROUP FOAM 11 FIN WEATHERSTRIPPING CL40101 (.250) FOAM 12 FOAM LIILB• r8P• RAIL) BY AMESBURY GROUP FOAM 141 SCREEN BpACM INSERT • • • - rRt SIUCONE•�IL•K • • • • SILICONE 15 GLAZINi COMPOUND (NATIONAL STARCH 939A) - 18 SILL • • • • • • • e VINYL 17 /10 x 3° 'SHEET METAL *ARM • STEEL jP NOT USJD • • • • • • - i� 1° INSILAI1ED IMPACT RdSISIIVI GLASS (SEE GL�•DETAIL.S ST-1E0-2° AND SHEET 3) GLASS •ii • KEEPER MOCK 9E7 3021•E‘4•1NiTH - tc K • � - LOCK - • • • •'NOT •p.p 110 x 2° SHEET METAL ala•• STEEL USED• • - EXTRUDED V#I L DOUBLE, P • • • READER/JAMB VINYL 25 NOT USS : • • • • • - 26 •, SCREEN ----4- li---• — REINF0% d •16107 ALUM. 28 REINFORMIEM 56109 ALUM. 29 REINFORCEMENT 60911 ALUM. 30 REINFORCEMENT 56110 ALUM. 31 FIN WEATHERSTRIPPING SM40118 (340) FOAM 32 FOAM TTTE BULB (BOTTOM RAIL SQL) BY AMESBURY FOAM 33 FOAM TITE FRAME .180 HD INSERT BY AMESBURY FOAM 34 TILT LATCH 76825 BY ASHLAND - 35 OFFSET PIVOT BAR 12985 BY ASHLAND - 36 REINFORCEMENT 56111 ALUM. 37 REINFORCEMENT 01178/79 STEEL 38 REINFORCEMENT DH75 SIttL 39 REINFORCEMENT ST -439 ittL 40 REINFORCEMENT DH76 STEEL 41 SHIM WOOD — 1.457° .629" ---r 1--- T OCOMMON SASH P/N DH75 j I 1.535" 0 • .21 RAIL 4 P/N DH76 I1.339" 1" BEAD BVIO LOCK RAIL, P/N DH77 1.536" O EQUAL GLASS LIFT RAIL. P/N DH79 HEAD INSERT 5 P/N VPI -431 4.092° --I 3.919° --1 I— 3.25° —� 16 L P/N DH73 of 0 b1.959" �� LI 0 Lsi EQUAL GLASS S11LE 3 P/N DH78 as sts --I 1.535° OKEEPER RAIL. P/N DH74 3.909" 3.25° � 24 (DOUBLE HUNG) JAMB /HEAD P/N 01171 8 8BR oQo a 0. 0 CSI V1 0 ofZ Approved as cosoWbinn wilt do Do.; NORM 174 Division D8 . EWE 04 /05/04 . NTS DWG. 13v: EW mac er. RW 0110110% N0 S -2361 • • •• • • • • • •••• m • m 10 FOAM TTTE C —FOLD BOTTOM RAIL WEATHERSTRIPPING • • • • •11 •••• • • 0 v M N Co 5 0 art • 0 • • • • • �• • • • •• •• .388 ° • • •• • •• • •••• RtINFAG62IENT 5610E6 • • • P/N DH78A /DH73ea • • • ALUM 663 —T5 .062 4 4 • •• • • • •••• • •• • • • •••• • • • • •••• — .472° F- 0 REINFORCEMENT 56111 P/N DH75A ALUM 6063 —T5 .062 WALL Imr 2 11 PILE 12 FOAM TTTE TOP RAIL WEATHERSTRIPPING BULB 0 REINFORCEMENT 60911 ALUM 6063 -75 .062" WALL 1:j .275° II� II '1—.171° 0 REINFORCEMENT DH78/79 16 GA H.D. GALV G -90 O REINFORCEMENT 56110 P/N DH74A ALUM 6063 —T5 .062° WALL ro .394" I 1 .472° N OREINFORCEMENT 0H77 16 GA H.D. GALV G -90 0 SCREEN TRACK INSERT FOAM TTTE B0T RAIL SILL BULB j-i —.75 °-1 3g REINFORCEMENT ST -439 .188" GALV STEEL �—� .748 0 REINFORCEMENT 16107 P/N DI-176A ALUM 6063 —T5 .062" WALL 33 FOAM TITE FRAME .180 (HD INSERT) OREINFORCEMENT DH76 16 GA H.D. GALV G -90 (,)�z alr- W g °zr J CtoW CO w K QO ao j ang o COMPONENTS z 0 APPRVtd YQpp�$ W11� � 134 al 37._56 11141C Mad O1:1sion By DATE: 04/05/04 UWE. NTS DOG. BY EW canc. BY: RW DRAWING /Bt.: S-2.361 MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Js-o°- l-lv3 NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Simonton Building Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion-Impact APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28/04, signed and sealed by Charles A. Pagen, 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 Missile Impact 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 yha 1.ie prdviiedt4the user by the manufacturer or its distributors and shall be available for inspection attthe jSd slat thorogtest o &the Building Official. This NOA consists of this page 1 andevideiiae sheets -12t4 l -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • ••• • • •••• •• • ••••. • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • • • •• •• • •• • ••• • • • • ••• • • • • • • • • • • • • • • ••c • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • NOA No 04- 0331.01 Expiration Date: August 05, 2009 Approval Date: August 05,2004 Page 1 Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28/04, signed and sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.FTL -3476 (02065), dated July 03, 2002, signed and sealed, based on review of original test report) by Edmundo Lagaespada, P.E. (Note: Original test witnessed by Luis Figueredo, P. E.) C. CALCULATIONS 1. Anchor verification and performance analysis dated 03/05/04 and last revised on 6/28/04, prepared, signed and sealed by Charles A. Pagen, P.E. D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Court order case #00- 0387(JFK), dated 01 -27 -2003, asset sell and purchase agreement between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation organization and existing of "Norandex Inc" under the name of "Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products Florida Inc, corporation organized under the law of West Virginia, authorized to transfer business in the State of Florida. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • • • •• • •• • •• • E -1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • kixoti L Chanda, Ii P.E. Product Control Examiner NOA No 04-0331.01 Expiration Date: August 05,2009 Approval Date: August 05, 2004 Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale of asset of Exterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulated that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transferred to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and "No financial interest ", dated 03- 08-04, signed and sealed by Charles A. Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building Products Inc. •• •.• • • • • • • • • • • •• 1 • • • ▪ • • • . •. •.• •• • • • •. 1 S hat 1 . Lt.A 44 • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • • • • •• • •• • •• • E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .• •. • • • •• •• 000 • • • 04141 • • Ishaq L Chanda, P.E. Product Control Examiner NOA No 04 -0331.01 Expiration Date: August 05,2009 Approval Date: August 05, 2004 MULLION CLIPS XFLA -36 AL 6063 T6 • • • •• • • z cn z 0 —J J 0 U 0! • ••� • • • ••••X ••••m • • •••• • • •• • • • •••• • • • • •• • •• • • lo 'MA &MNDOWS•UNDE i SEPARATE APQ�Q• • MAX. TRIBUTARY WIDTH W=W3 +W4 2 •••• • •• • • XFLA -39 •LERiI ®AL 1" X 4" MULLION OAX•'Rt}Bj,ITARY WIDTH W= W3 2 W4 • • MUWON CUP XFLA -36 AL 6063 T6 CIRCLE TOP OR TRANSOM ALL WINDOWS UNDER SEPARATE APPROVAL MAX TRI NODES: •••••• 1. THIS MUWON SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MUWON & CUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CLIPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MUWON IS THE ONE THAT APPUES TO THE INSTALLATION. THE CONNECTION OF THE MUWON TO THE WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL 6. MUWON CLIP SCREWS ATTACHED TO MUWON ARE STAGGERED ON OPPOSITE SIDES OF MUWON SO AS TO NOT INTERFERE WITH EACH OTHER. 7. CONCRETE COMPRESSIVE STRENGTH = 3,200 PS1 AT 28 DAYS. IMPACT RESISTANT REV. REVISIONS: REVISED BY: DATE A REVISED PER DADE MARKUPS ESL 6/16/L14 MUWON CLIPS XFLA -36 AL 6063 T6 r , # , AI! ....,,.. ...,ry • • ,11, . : Au, .........w. / , 1-F7 IT I •••• • •• • • XFLA -39 •LERiI ®AL 1" X 4" MULLION OAX•'Rt}Bj,ITARY WIDTH W= W3 2 W4 • • MUWON CUP XFLA -36 AL 6063 T6 CIRCLE TOP OR TRANSOM ALL WINDOWS UNDER SEPARATE APPROVAL MAX TRI NODES: •••••• 1. THIS MUWON SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MUWON & CUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CLIPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MUWON IS THE ONE THAT APPUES TO THE INSTALLATION. THE CONNECTION OF THE MUWON TO THE WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL 6. MUWON CLIP SCREWS ATTACHED TO MUWON ARE STAGGERED ON OPPOSITE SIDES OF MUWON SO AS TO NOT INTERFERE WITH EACH OTHER. 7. CONCRETE COMPRESSIVE STRENGTH = 3,200 PS1 AT 28 DAYS. IMPACT RESISTANT REV. REVISIONS: REVISED BY: DATE A REVISED PER DADE MARKUPS ESL 6/16/L14 MUWON CLIPS XFLA -36 AL 6063 T6 floiMdridMIMC•d- i MAX HORIZONTAL MULLION SPAN XFLA -39 HORIZONTAL 1° X 4" MUWON MAX TRIBUTARY WIDTH W= CHARLES A. '41 EN, P.E. FL REG ENG 149121 6/28/04 OSIMON TON° W I N D O W S Cmpotate m® R 1 Cochrane avenue P000ebom, WV 26415 Mmnfecmring Plant 4504 30th Stool, West Bradenton, FL 34207 8 DRAWN BY: RLN NTS 1 of 4 8/33/04 MANN NO: REV: 040DCED BY: DATE: DI ADE -135 I A DU 6/18/04 FILE DADE -135 -A APPRVD BY DATE /04 SRES 0112/002 STORMBRE PLUS AL MUWONS & CUPS TITLE ALUMINUM IMPACT RESISTANT 1" X 4" MUWON & CUPS Eiri_,,,,1\40 Lt WPM!t A WI 1 A 1TARY WIDTH + W2 1-F7 IT I 2 1.N.0.. °•e rte ° floiMdridMIMC•d- i MAX HORIZONTAL MULLION SPAN XFLA -39 HORIZONTAL 1° X 4" MUWON MAX TRIBUTARY WIDTH W= CHARLES A. '41 EN, P.E. FL REG ENG 149121 6/28/04 OSIMON TON° W I N D O W S Cmpotate m® R 1 Cochrane avenue P000ebom, WV 26415 Mmnfecmring Plant 4504 30th Stool, West Bradenton, FL 34207 8 DRAWN BY: RLN NTS 1 of 4 8/33/04 MANN NO: REV: 040DCED BY: DATE: DI ADE -135 I A DU 6/18/04 FILE DADE -135 -A APPRVD BY DATE /04 SRES 0112/002 STORMBRE PLUS AL MUWONS & CUPS TITLE ALUMINUM IMPACT RESISTANT 1" X 4" MUWON & CUPS • • • • • ITEM # 2 • •• 1° x 4° MUWON (XFLA -39) Loot ALUMINUM ALLOY 6063 —T6 • •• • • • • •••• • • • • • •••• • • • •••• • • • • •••• • •• •• • • • • 41 6000 •••1 • • • .750° MAX MUWON SPAN REV. REVISIONS: REVISED 8Y: DATE: A REVISED PER DADE MARKUPS ESL 6/16/04 BUCK 1 -1/2' MM. EMBEDMENT INTO 2 BY • • r - . — • v • m •• 2 •• C -o •■ • • • • • • • •• ••1 • • • •••4 •• • MUWON ANCHOR CUP (XFLA -36) ALUMINUM ALLOY 6063 —T6 1 -1/4' MIN EMBEDMENT INTO MIN 3.200 PSI CONCRETE 1 -1/4' MIN EMBEDMENT INTO MIN 3.200 PSI CONCRETE HORIZONTAL CROSS SECTI N W /CONCRETE SUBSTRATE .750° .750" 2.000" .750° .750° dI13 H3V3 (4) 1V101 111/41 M114 EMBEDMENT INTO MM 3.200 PSI CONCRETE HORIZONTAL CROSS SECTION (THRU 1° BUCK) OPTION TOTAL (4) EACH CUP 2 BY BUCK TO BE ENGINEERED SEPARATELY HORIZONTAL ANCHOR OPTION: 2 BY RUCK SURSTRATF W/&14 SMS INSTALLATION SECTION C —C (OR B —B) (1° X 4" MUWON) 2X TO BE ENGINEERED SEPARATELY VERTICAL ANCHOR OPTION: 2 BY BUCK SUBSTRATE W/ #14 SMS INSTALLATION 1,411, CHARLES A. P. , P.E. FL REG ENG # 21 6/16/04 3 of a DRA Y DATE NTS SCALE. OSIMONTON' 2/13/02 a 1 N a o v s SUM MARINO N0: CHECKED BY:DATE R � B DADS -135 A 1144 12/13/02 Corposaa I COCITIMo Avenue Peonsbmu,WV 26415 Plaro 4504303000, West Bndentcm.FL34207 DADE -135A APPRYD BY: CP DATE 12/17/02 smEs: °m on STORMBREAKER PLUS AL MUWONS & CUPS I ALUMINUM IMPACT RESISTANT 1° X 4° MUWON & CUPS TOTAL (4) EACH CUP EDGE DISTANCE EDGE DISTANCE 1.2-1/2" MIND 2 -1/2" MIN a e 1X BUCK TO BE EDGE DISTANCE 2 -1/2" MIN ENGINEERED SEPARATELY TOTAL (4) EACH CUP EDGE DISTANCE 2-1/2" MIN A REVISED PER DADE MARKUPS 6/16,04 d • • • < • • ••� • • •••••(4 a1 • O• • • • •• • • x • • • • • • • • • ' SECTION • C • • • •••• • • •• _ •••• • • • • • •••• \•7 • .750" 1.000° 1— Z O C/1 CO O W Zr7 U -1-Z Z U A • • • • • •••• • • • SECTION C -C .750° C -C C -C 1.000" .750° C -C C -C 1.000° VERTICAL CROSS SECTION W /CONCRETE SUBSTRATE ANCHOR OPTION #1: MULLION ALUMINUM ANCHOR CLIP W/1/4"0 ITW /ELCO TAPCON TOTAL (4) EACH CUP TOTAL (4) EACH CLIP VERTICAL CROSS SECTION W/1 BY BUCK SUBSTRATE OVER CONCRETE ..A* ' .L CHARLES A. N, P.E. FL REG ENG #49121 6/28/04 Ow1NDOW SIMONTON' 1 Cothxte xmdqueness 1 Caehxmo Avenue Paulsboro, WV 26415 SO Street, Pleat 4504 4504 3011 Street, West Brsdent®, FL 34207 NTS 2of4 SOO PRAWN N0: REY: 8 DADE -135 IA "LO DADE -135A sERIES 2 2 SCORMORE PLUS Al. MULLIONS & CUPS 111lE1 DRAWN BY RUC (NECKED 8Y: LNJ APPRYD BY a. 08/13/04 DAYS 08/18/04 06/28/04 ALUMINUM IMPACT RESISTANT 1" X 4" MULLION & CUPS • •• • • • • •••• • •• • • • • •••• • • • • 0000 • • • • • • • • •• • • • • • •••• •• •• •• • • • • • • • • • • •• • • • • • •• •••• • • 0000 •••• • • •••• • • •• • • • • • ITEM NP- PART N °- QTY. DESCRIPTION VENDOR RENSIONS: REVISED BY: DAM: A REVISED PER DADE MARKUPS ESL 6/16104 1 XFLA -36 ALUM. ALLOY 6063 -T6 2 MULL BAR ANCHOR CUP PROFILE EXTRUSIONS 2 XFLA -39 ALUM. ALLOY 6063 -T6 3 PURCHASE AS READ 8 4 PURCHASE 8 1" x 4" HEAVY DUTY MULL (E NOTE 3) # 1/4 "0 x 1 -3/4" TAPCON BY ITW ELCO # 1/4 "0 x 2 1/4" TAPCON BY ITW ELCO PROFILE EXTRUSIONS PURCHASE PURCHASE 5 PURCHASE 8 #14 SMS PURCHASE 6 PURCHASE 8 # 10 X 3/4" SMS SCREW PURCHASE MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM VERTICAL MULLION D.P. CHART MUWON SPAN (inches) MAX. WIDTH W= TRIBUTARY W32 W4 MUWON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4 "0 TAPCON 26 19 -1/8 t70 PSF OK OK 38-1/4 19 -1/8 ±70 PSF OK OK 50 -5/8 19-1/8 ±70 PSF OK OK 63 19 -1/8 ±70 PSF OK OK 76-3/4 19 -1/8 ±70 PSF OK OK 26 26 -1/2 ±70 PSF OK OK 38 -1/4 26 -1/2 ±70 PSF OK OK 50 -5/8 26 -1/2 ±70 PSF OK OK 63 26 -1/2 t70 PSF OK OK 76 -3/4 26 -1/2 ±70 PSF OK OK 26 37 ±70 PSF OK OK 38 -1/4 37 ±70 PSF OK OK 50-5/8 37 ±70 PSF OK OK 63 37 t70 PSF OK OK 76 -3/4 37 t70 PSF N/A OK 26 53 -1/8 ±70 PSF OK OK 38 -1/4 53-1/8 ±70 PSF OK OK 50-5/8 53 -1/8 ±70 PSF N/A OK NOTES: MUWON INSTALLATION ANCHORS: 1. INTO 2X BUCK: #14 SMS W /MIN. 1 -1/2" EMBEDMENT 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW /ELCO TAPCON WITH MIN. 1 1/4 EMBEDMENT INTO CONCRETE. 3. MULLION TUBE LENGTH IS 1/2" SHORTER THAN MUWON SPAN SPECIFIED IN DP TABLE. MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM HORIZONTAL MULLION D.P. CHART MUWON SPAN (Inches) MAX. WIDTH W= TRIBUTARY W12 W2 MUWON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1 /4 "se TAPCON 38 -1/4 26 t70 PSF OK OK 38 -1/4 38 -1/4 t70 PSF OK OK 38 -1/4 50 -5/8 t70 PSF OK OK 38 -1/4 63 t70 PSF OK OK 53 26 t70 PSF OK OK 53 38 -1/4 t70 PSF OK OK 53 50 -5/8 t70 PSF OK OK 74 26 *70 PSF OK OK 74 38-1/4 t70 PSF OK OK JP CHARLES A. PA P.E. FL REG ENG #49121 6/28/04 (,SIMONTON W I N D O W S Headquarters Corporate 1 Coch®neAvenue Pennsbom, WV 26415 4304 Street, Bradenton, FL 34207 SCALE: NTS 4 of 4 DRAVM BY: DATE MK 06/oa/04 BRAV4N N0 REV: CHECKED BY: DATE PDADE -135 . A LNJ 00/18/04 FILE: APPRYD BY: CP DA1E: 06/28/04 SERES: 2 2 STORMS PLUS AL MUWONS & CUPS nnE ALUMINUM IMPACT RESISTANT 1" X 4" MUWON & CUPS r, Sears Hone impt'ovement Products, Inc. Licensee No. CGC 012538 P.O. Box 522290 • Longwood, FL 32752-2290 a SEAIRS ire uwaaov®v.xr Location: 1- \LCi4"-t i Phone #: 3O ? 1/4• 1-f Ci Job #: 5-6 6-1, ( 6'13 l _Gr 1pS (+�f Replacement Window ff Name: 1 Phone: Res: ''gSet7eus. Address: t' Nf ; q,S cs I City: �1 tcii", 54 a ,-;_c ( St.- FL Zip33)» I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement Products hereinafter referred to as "Contractor", to fumish, deliver, and arrangg for €nstallatlon of all materials necessary to improve the premises located at: (Street) According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than norma installation is to be done unless otherwise noted below.) 3. Install Sears Weattlerbeater Windows in openings described below to the following specifications: Color: ,White 0 Tan 0 White/Light Woodgrain interior ❑ White/Dark Woodgrain interior ❑ Beige/Dark Woodgrain interior Type: H ❑ SH ❑ 2 -LR ❑ 3-1.R J Oty.i4 may_ sty QV "1 (Y) (State) (Zip) 1 T 0 T 4— 0 P Qty— 0 a-- O ❑ Other ❑ Other Oty_ Qty__-_ ❑ Other ❑ Other Qty_ Qty_ Glass: ❑ Clear ❑ Bronze ❑ OBS % Qty— Screens: CHECK IF OTHER THAN FIBERGLASS; )tow Ea /Argon ❑ Gray pr OBS Full Qty (On Sashes Only) ❑ Alum ❑ Tempered Qty ❑ Keepsate Oty_ NOTE: Tempered glass will be installed to meet building codes. Warranty Manufacturer's Warranty lye upon comp�tioa,, 4. Existing units NOT to be replaced: 1L <,L,- .+ -. k.. 2C. \J Top ul Bottom 0 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser n event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. x 6. Special instructions: A lk > Ia[ pt _VI y L 7. Clean up job related debris and provide necessary permits and Insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3-6 weeks for installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FUL t L ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and Initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agree yagntBnyliat be set forth In writing In this Contract. Due to ollmetic condlttorts, Interior condensation may occur. Purchaser Initials: The TOTAL PRICE tor ail Labor & Materials (including any applicable discount) is $ / S, ] ?Ad' .00 Down Payment $ .00 Balance Payable $ / r r 4,r .00 Terms: Credit ce(SubJect to the approval of the Credit Department) Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank' City St. Contract Price s State Sates Tax (_%) $ (1f applicable) $ r+ r^ Total Contract Price $ ( L , ? b. •• ••• • • • • • •• t# 10% Preferred Customer Discount (PCD) awarded for any future !aarrMo,ae bnp•ovement Productajf rchases. Current pricing available for one (1) year. • •• • • • • ••• • if this is a credit transaction, the agreement for erect% jecoitsndli iD getiftftattickisertent which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Home improvement Products, Inc. to verity and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or er rs. IN WITNESS WHEREOF Purchaser a Purchaser(s) have hereunto•signeg their nite(sl s . • day of J J'- , 20421e-_and acknowledge receipt of a true copy of this Contract and unless ort eppecitp It Is tttldersodetl t:atre owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR TO- 1304Rb/ZLEX01,11•Y:YotJ:hi I Jrchaser(s) may cancel this transaction any time prior to midnight of the third day after tie datb of OM traftsactie &. Set) < • . • mpanying notice of cancellation form for an explanation of this right setae reeetpt that Purchaser separate cartoellatlon forms. BUBM T BY: Representative I�- PTED BY: sears Home Improvement Proms. Inc. ••• • Dale • • ��• • ••• "iii %• ••• • • • E2 -50 08104 • • • • • Col Sculp Col Flat Diamond White X Tan Wd Grain Brass Warranty Manufacturer's Warranty lye upon comp�tioa,, 4. Existing units NOT to be replaced: 1L <,L,- .+ -. k.. 2C. \J Top ul Bottom 0 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser n event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. x 6. Special instructions: A lk > Ia[ pt _VI y L 7. Clean up job related debris and provide necessary permits and Insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3-6 weeks for installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FUL t L ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and Initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agree yagntBnyliat be set forth In writing In this Contract. Due to ollmetic condlttorts, Interior condensation may occur. Purchaser Initials: The TOTAL PRICE tor ail Labor & Materials (including any applicable discount) is $ / S, ] ?Ad' .00 Down Payment $ .00 Balance Payable $ / r r 4,r .00 Terms: Credit ce(SubJect to the approval of the Credit Department) Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank' City St. Contract Price s State Sates Tax (_%) $ (1f applicable) $ r+ r^ Total Contract Price $ ( L , ? b. •• ••• • • • • • •• t# 10% Preferred Customer Discount (PCD) awarded for any future !aarrMo,ae bnp•ovement Productajf rchases. Current pricing available for one (1) year. • •• • • • • ••• • if this is a credit transaction, the agreement for erect% jecoitsndli iD getiftftattickisertent which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Home improvement Products, Inc. to verity and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or er rs. IN WITNESS WHEREOF Purchaser a Purchaser(s) have hereunto•signeg their nite(sl s . • day of J J'- , 20421e-_and acknowledge receipt of a true copy of this Contract and unless ort eppecitp It Is tttldersodetl t:atre owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR TO- 1304Rb/ZLEX01,11•Y:YotJ:hi I Jrchaser(s) may cancel this transaction any time prior to midnight of the third day after tie datb of OM traftsactie &. Set) < • . • mpanying notice of cancellation form for an explanation of this right setae reeetpt that Purchaser separate cartoellatlon forms. BUBM T BY: Representative I�- PTED BY: sears Home Improvement Proms. Inc. ••• • Dale • • ��• • ••• "iii %• ••• • • • E2 -50 08104 • • • • • tj: in t kO This instrument prepared by: Name Ca r I O S Address Permit # NE S °f "� Folio# f( -39O 'Of3 Oa9C NOTICE OF COMMENCEMENT I811QIMNINMlf8N8ONII C Lehi 2006R0742899 OR E.k 24706 Ps 3802; Ups) RECORDED 07/11/2006 14:45 :15 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY. FLORIDA LAST PAGE State of Florida County of Broward The undersigned hereby gives notice that improvement will be made to certaii real property and in accordance with Chapter 713, Florida Statutes, the following This space reserved for Recording Office Use information is provided in this Notice of Comrr�ncem n 1. Description of property: IHI aw41 F� 3 3 1 . Q , A 1'4C) I . :, /�X - tee i %? descri�tio of the p opetty,'and s eet address if available) T,3 L K 6 t/V f /1 t ti % AJ S 2. General description of movement 3. a. Owner name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): 4. a. Contractor name and address: b. Contractor's phone number. 5. a. Surety name and address: b. Surety's phone number. c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number. Cote' IDS ,' . ti t — S f icw►: 1=1 33130 • ee4 tr S r- vvvQ 1 w�.pp r ove v e r 1 r(o N W A t (-a , F1 C 3 t I (o5-5 7. a. Persons within the State of Florida designated by Owner p p whom otices r oth r documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes.: Name: Address: b. Phone number 8.a. In addition to himself or herself, Owner designates Sear 3 4OVkQ (✓ AerOV v1.°A of In receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement (expires 1 year from date of recording u - ss - different . - e is specifl SWORN TO AND SUBSCRIBED before me this o�-7 day of S-J "-Q. 200 (,, , by Ake x it.4.7Ae MI' c Sf'. 00,4J 4J v.s,teli QDK31790 0611.j2001 (Signature of Owner) This space reserved for Recording S ?L 3i rLC R'CA, Ccu ar' t= DE 'fl',' ''1• ft'f- r W3n'oi"u7e (I AlillIiiik111:1111 Office Use Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 127854 Scheduled Inspection Date: October 28, 2009 Inspector: Bruhn, Norman Owner: VIERA, CARLOS Job Address: 15 NE 95 Street Miami Shores, FL 33138- Permit Number: WS -7 -08 -1221 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130680 Phone: 954 -979 -2137 Building Department Comments WINDOWS AND DOOR REPLACEENT 3 OPENINGS Passed 1111 aim pp in/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 127597. CREATED AS REINSPECTION FOR INSP- 127200. No permit No plans NB October 27, 2009 For Inspections please call: (305)762 -4949 Page 4 of 8 it JUN �VI�1 3 0 2009 v BY: �....�- - - - - -- January, 28th ,2009 Mr. Carlos Viera 15 NE 95`h St. Miami Shores , FL 33138 Mr, Viera, Our records indicate there is currently an open permit # WS -0708 - 1221 with City of Miami Shores on the above mentioned property for your AluminumStormBreaker Pls installation. We have attempted on several occasions to contact you, but as of to date you have not returned our calls. We need to bring this project to a close. By copy of this letter we are notifying City of Miami Shores of our attempts to reach you. If we do not hear from you by January 28, 2009. We will ask that City of Miami shores to remove The Home Depot At -Hone Services from the permit and transfer it into your name. At that time, any fees /fines imposed will become your sole responsibility. You can reach me at (877)678 -5554 ext. 1284. Sincerely, Maria Antonieta Pietri Permit Compliance Coordinator THD At-Home Services, Inc. HOME zoii co..? -I. SERVICES 150Xt-on 111111E1111 111 7E1,. 0002 7147:i (01(I4 5L. ores if;i 3313D• NIXIE 331 CC 1 94 04/16/09 RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD BC: 33426669317 *0979-16043-29-39 1111111111 1 111111111 h 1111111.11 3-11.1111.1111111 .111111111111 This Instrument Prepared By Name Coe vL Address 6 $ ua. f 43i `e CFN 2OO8RO562799 OR RECORDED 07/09/2008 HARVEY RUVIN, CLERK LAST PAGE Permit No. STATE OF ____El m&26. & 2p1. COUNTY OF Y12k't(D4I NOTICE OF COMMENCEMENT 1111111 1111111111 11111 IN11111111111111111111 8K 26470 P9 26081 t1P9) 13:31 :46 OF COURTv MIAMI -DADE COUNTYp FLORIDA Tax Folio No 1l- 3206 -b6- THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) n-trrkm■ S ez, .EC t L-cs t4 4 i5 ecic 5 i5 Ne* g5rt+ 2. General description of improvement Lo �' 001"iZ LOS VI - (16-13E sr* Mtitwit 3. Owner information a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. a. Numbr. W 'nE O or j, ,e i� a. Name and address: b. Phone number. 7 i za Y 7, 6-s. A IvemleiN rL 33.41° 5. Surety a Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number. k+A: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 33(3g 4 B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. )4Pc. 9. Expiration date of notice of commencement (the expiration datq is 1 year from the date of recording unless a different date is specified) t �1 WARNING TO OWNER: ANY PAYMENTS 'MADE BY THE bWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED' IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT FOL�R LENDE • ` AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCE Signature of Owner or Overrs Authorized Officer/Director Partner/Manager CAC LA5 v t Er-A Signatory's Title/Office he foregoingInstrument was acknowledged before me this JL2day of LOS (.% (name of person) as authority, ...e.g. offi. ORION/kVf_ n in fact) for behalf of whom i p L �a ty �•. oss /p91e � � • • Z• —O • 0 51Onon . *� Personally Known _ or Produced Identification 49 ■ocklaIY4 ti.-3°04) o co ature of Notary u.lic- State of Florida rint, Type, or Stamp Commissioned Name of Notary Public Commission Number �,GB'•. ��kn Pursuant to Section 92.525. �lomdaStatutes Under penalties ofd % *at I have read the foregoing and knowledge and belief. fill ORIGINAL in it are true to the best of my aaf 3g5 Miami Shores Village pc-Ewm i JL 0 8 noe Building g Department IL 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y Tel: (305) 795.2204 Fax: (305) .756.8972 Permit No. W O 0 Master Permit No. BUILDING PERMIT APPL$CATION FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) CPrP,L05 V l EZ Phone # - 1514 - 3 L . l Owner's Address 15 m e 6T6, i- City i'rl I F1'm 1 State P ! zip 33/38. Tenant/Lessee Name Phone # Job Address (where the work i$ being done) 15 NE q5-t -1 t'Sr. City Miami Shores Village County Miami -Dade Zip 331 cad FOLIO / PARCEL # 3z(:)6, °- % (3 Cj (® $ Is Building Historically Designated YES NO Contractor's Company Name TWEtioniE A scEROICia Phone # et 514- 336, - 0265.1 Contractor's Address 61,1 /hilip6L( R _STE A City 1 rrnar f State FLD(1 O rt zip 33b t o Qualifier Name 6 af 5tE G- (4 1Y)QlAte. Phone # 6154 - 3,36 -®W l 'State Certificate or Registration No. CR CO4t t-57. Certificate of Competency No. IArchitectlEngineer's Name (if ,applicable) Value of Work For this Permit $ 240q t Type of Work: ['Addition Describe Work: LO L4c r ►Qt r- 1∎) 1q Phone,# Square / Linear Footage Of Work: C65 ❑New C2 1 IP c; Ime4Acc )<l2.epair/Replace ❑ Demolition * * * * * * * * * * * ** * * * * * * * * * * * * * ** * * * * * **** Fees ****************** :**** * ************a:******* Submittal Fee $ Permit Fee $ / �� • CCF $ 2.40 CO /CC Technology Fee $ 5.2.S ,Notary $ , Scanning $ I'M Radon $ „Bond $ 1 E en ni Structural Review. $ Tra'ining/Education Fee $ ®� O () DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ J45 • 4S Li JUL 15 2008 CIS 3336 1110 cif SHORES, VILLI GE See Reverse side --, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip NI Ft Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip r,k ( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "NVARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Own r A The foregoing instrument was acknowledged before me this 1( day of IJ E- , 200T , by FEf'4TI A who s personally known to m r who has produced NOTARY P Sign: As identification and who did a oath. M. , _ . c - Y MV ; 0WSS10N 100 66209 E XPlBES: April 11, 2011 Boneed Tim Budget Notary Services Signature Contractor The foregoing instrument was acknowledged before me this' day of , 20t,, by POjnle. who is personally kno %i to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1'�°i' 1)1 Print: 8 f 1T ' ' $®®a45 My Commission Expires: cce„ rre 104 Florida Notary I4 n., Inc enn9eeae eeeeoe ®eeeeeoeeeeeeeseeeeeeeseeeee® My Commission Expires: a( - (1 - 21) ( ( APPLICATION APPROVED BY: (Revised 07/10/07) HA Comm# DD0606765 4E "Iskyiegetornmete*ft Plans Examiner Engineer Zoning BE IT KNOWN, that ("principal ") has made and appointed, and by :.,tip does make and appoint THn At: Home Services, Inc, (d��/b/a, The Home Depot At Home Services and/or its agent isE.06 -- scRT2OTY\ true and lawful Attorney-in-Fact for him/her and hi his/her name, place and stead, for the following specific a and all documents reasonably necessary, including without permit, ' &Italians, for the sole, specific and limited purpose for home improves on behalf of the homeowners) and for the property located at IC,w /FrG 33/ giving and granting said Attorney-in-Fact, fill power and authorhy to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and per, as might or could be done if personally present, with full power of substitution and revocation, hereby iatifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof WITNESS WHEREOF 1 have hereunto set my land and seal this 17 AP , day of STATE OF rL , ) COUNTY OF 11A4 rn ► — var.) ) I, 6,,(,VI-er II �l o$ , alloiary Public in and for the State of Florida, do herby certify that o „c (�►� - , who is either () pe�natly known to me, or ( )`who provided t” L _ D ( as identlec ation, apps before me this day in person and acknowledged that he /she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. %YEN under my $r., , and official seat this (7 day of �Llae_ , 2 My commission expires: Permit Authorization 5- 20-08 ORIGINAL. co 7 F- a THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 3864361 NAME: Viera Oa 1-: Opening Location No Location Comer Zone or Interior Impact or Non Impact Window or Door PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED PRESSURE RATINGS REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 Impact W 06- 1121.14 SH 62.00 62.00 46.50 50.40 47 7/8 74 1/4 37 27 N/A NO 2 4 Impact W 06- 1121.14 SH 62.00 62.00 46.50 50.40 47 7/8 74 1/4 37 40 N/A NO 3 4 Impact O 06- 1121.16 GD 55.00 60.00 46.50 50.40 144 96 28 74 N/A NO . . •-•• 1 .. • • }Y' B • • • .. • 1 ••• 4; ••• • • • • • 1 --• -• • • • .., • tit • • i. • • • • •• • • •• ••• • • •• • -PERMIT #: 6 -`)�1 Notes: Miami ShVilla e A'Pnwn 8Y DAN SUBJECT TO COMPLI WITH A FEDERAL 1 OF 1 I STATE AND COUNTY RULES AND REGULATIONS ■ . • • 7 i.f v i c i.: tl ■I"11 WI V ® 1 ba& K ,. • • t • 1 • • 1 • • t • • V • • .61 X Y F • • ••..•• •• • • ,• •.•• • .• •.••• • ••• • ert .• •• •• • • • • • ••.• • • • • • s. • • • • • •..... • . ••• • • • • •• • • • • • • • . • • a.•• • r • • • . •• • • ••• •. • •• • • • • • • • • •• • • •• • • • • •• • . • • . r 7 AN • • . . . . X . . 6 -02 -05 SFC -R X Mean Roof Height • Mean Roof Heig ht Roof Slope Building Width Building Length ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 &z5 z4 z5 z4 &z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 _ z5 0 -15 42.5 46.1 56.7 46.5 0 50. " 62.2 6 -20 45.2 48.9 60.2 ---, • . ` - 6.. 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 - 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 71.2 87.9 67.5 '8.. : MIAMI -DA E COUNTY • •■•_•._ GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING !HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-02 PUBLICATIONS, 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be Impact resistant glazing or protected with an Impact resistant covering. (Section 6.5.9 - Internal pressure GCpI =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140,146,150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. •••• • • WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 _ z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 - 73.6 60.3 65.4 80.7 ,•*1. 0 57.8.••.62.7 77.1 63.2 68.5 84.6 :3•1=60 •60.1- 1'.b5.i :8Q.i: 65.7 71.2 87.9 • • • • MD?li ZZ. COUNTY • as • • •••• •• . Roof Cop% • • • • •••• •• • • • • s. • • (h) MEAN ROOF HEIGHT Le- ∎-e". •;s`'�as9 a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be Tess than a= 3 feet or a= 0.04xBW • • • • •••• •••• ' E CO, Inc. q• • .. •• •• • EngiI eeringServices - CA 8116 • • •••• • • • 6.4771 W. StiNRI€E BLVD. 104 .'QI.ANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585-0305 E -mail Engco @AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 7/10/2007 • • •••. • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • WINDOW # 1 -2 • ••• • • • • • • • • • • • • • . • • • • • • .�• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • .• • • • • • •• •• • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • .• ••• NOTICE OF ACCEPTANCE (Nlifi.)• •• • • .. • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 • • • www.miamidade.gov/buildingcode TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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 AHT 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, andhas been designed to comply with the Florida Building Code inclu mgle Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and .r1111 -. r+r- R. 111 ' - . 11 SILE IMPACT RATING: Large and Small Missile Impact Resistant : Each unit shall bear a permanent label with the , or logo, city, state and following statement " am1Vh-71- a our uc ono 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 supersedes NOA # 05- 0930.03 and consists of tlu and E-2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. G - �- ►uuzlh� n, P.E. NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 • • ••• • • ••�•• • • • • • •• • • • • • ' • • • • • • • • • • • • •.. • • • • • • • • • • • • • •.. • • • • • •• • TRACO Security Windows & Dtlo;s, Ygc. e • • • • • • • • • • ... • NOTICE OF ACCEPTANCE. tv4DENGE SUBMITTED ••• • • • •• ••• •• A. DRAWINGS • , ...•••. •• 1. Manufacturer's die drawing$ aids ti .; • • • 2. Drawing No. 05- TRA.0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • ••. • • • ••• • •• • • • •• •• • • • • • • • • • • • • •.• • • • • • • • • • • • • ••• • • • • ••• TRACO Security Windows & Doh, tip. • • • - • _ •. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• •• • E. MATERIAL CERTIFICATIQN; :: • • . • • 1. Notice of Acceptance No. 04-0721.01 isstl to elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal - 240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. E -2 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 6 I/4' MAX. AT HEAD/SILL CORNERS Og 41 MH 47 7/8° COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 8' MAX AT IAMBS 6° MAX AT IAMB CORNERS D.LO. (VENT) 50 I/4' VENT WIDTH 531/4° MAIL WINDOW WIDTH TYPICAL ELEVATION 1/8° AN .090 INTERLA SAFL7( PVB 1/8° ANN. GLASS SILICONE DOW CORNING 1 OR GE SILICONE (GE 5/16° OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN' 5° MAX (1YP AT MTG RAIL) HEAD /SILLANcHORS: JAMB ANCHORS: 63/4" MAX FROM CORNERS AND BALANCE @ 9° MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. SEE IAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAU. LOCATION SEE IAMB ANCHORSCHED FOR NO. OF ANCHORS PER IAMB 634' MAX AT IAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SANS 1/8° ANN. GNASS .090 LNTERLAYER SAFLEX P/B WINDOW DIMS. WIDTH NUM OF ANCHORS HEIGHT 19 1/8" 26 1/2" 37' 53 1/8" 26 4 2 19 1/8" 26 1/2" 37" 53 1/8" 38 -3/8° 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8° 8 2 6 2 8 2 7 3 19 1/8" 26 1/2" 37" 53 I/0" 57" 8 2 8 2 8 2 9 3 19 1/8" 26 1R" 37" 53 1/9" 63' 8 2 8 2 8 2 10 4 19 1/8" 26 1/2" 37" 53 1/4" 74 -1/4" 10 2 10 2 10 2 10 4 ID °TOTAL° INDICATES TOTAL NUMBER OF ANCHORS AT EACH JAMB (INCLUDES °MTG RAIL" ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. p "MTG RAIL° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAM 1/8° ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RG57700) 5/18* OVERALL LAM. ANN. GUESS LAMINATED BY 1HAPGLASS' LAZING OPTIONS TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED = - °AN EERW14TtH, MANUFACTURER'S RECOMMENDATIONS. 3. BE WOOD (G0.55 OR GREATER SPECIFIC GRAVITY)LO,GROUT-FILLED BLOCKH. (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (MIN 3000 PM). 4. SET. EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. R WE (MN 3MR X"E BLOCK OR PSI) ENSURE (I 2-1/2' PSI), AND MINIMUM OF 1-1/2" EDGE DISTANCE FOR ALL W • ANCORS. 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO 2X WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW OR 1/4" TAPCONS (MN OR ELCO) WITH 1 -1/2' MINIMUM EMBEDMENT. TO CON (MIN 3000 P51) OR GROUT- FILLED BLOCK (MIL 1500 PSI) (DIRECTLY OR THRU 1x OR • WOOD BUCK) 1/4° TAPCONS (ITW OR ELCO) WITH 1 -3/4" MINIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT -FILLED BLOCK (MIN 1500 PSI). SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. EREIN 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 A5TM E 1300 -98. 2. NO 33 -l/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 CALCULATE) FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER M1A MI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS-203 AS REFERENCED IN TEST REPORTS 00713.01 -99 BY AMERICAN TEST LAB (ATL), 02363 BY FENESTRATION TESTING LABORATORY (FTL) AND #T188 -06 BY FARABAUGH ENGINEERING & TESTING, INC (FE1). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY EOM-APPROVED • • STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOR' PROVIDE INFORMA1141 • • FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THIPCOMDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED AROOTECT SHALL PREgABF• SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION DOCUMENT. • 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE Q STRUCTURE TO • • WITHSTAND SUPERIMPOSED LOAD5. WOOD BUCKS (BY OTHJ BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE • 7. PANELS GLAZED WITH 5/16° LAMINATED GLASS (BY 'GUARDINSQ R TEMPGLASS LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESj$TANT SH s. ANCHORS sHALL BE INSTALLED AS LISTED PER MANUFAcrimissSPECw1CAnO? • • AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERU L EXCWDES STUCCO OR WALL DRESSING. • • • 9. AU. STEEL IN CONTACT WITH ALUMINUM SHALL BE PLUMED. • PAINTED OR • • •• • • LARGE MISSILE IMPACT RESISTOIDADONDOWS SHUTTERS NOT REQUI ED • • • • • • • • •• • • 7u �r u7,1 �- • �7• *1,1 •Flt • •••• • •••• •• • • • •• • P '.)D,'CT'UIWSBD Es mmY;Jand WiW dm Fladda BuiNC:og Code Accspcenco No 06 -8 2I. ( lixpi �E(o By Miami Division • 8 Z <1j/ •• • ••• •, gni d 2 d d 51 • 05 -TRA -0003 PABEBCALE:- 06BCRNPTIOM !�g 3 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r MAX ri WINDOW HEIGHT D.L LPG. VENT HEIGHT L TYPICAL ANCHORS 8EE ELEV. FOR SPACING ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIEP/REMARKS ( 1 050- 00-572 1 FRAME HEAD 6063 -T6 - 2 050-00-308 1 FRAME SILL 6063 -T6 - 3 050-00 -586 2 FRAME IAMB 6063 -15 - 4 051-00 -571 1 VENT TOP 6063 -76 - 5 051 -00 -548 1 VENT BOTTOM 6063 -13 - 6 05040 -570 2 VENT SIDE 6063 -T6 - 7 051 - 00-573 1 FIXED MEETING RAIL 6063 -16 - 8 050-00-569 4/ LITE GLASS SLOP 6063 46 " 9 012 -00-835 AS REQD. FRAME ASSEMBLY SCREW t8 X 1' PHPH SM5 10 012 - 00-835 AS REQD. VENT ASSEMBLY SCREW 88 X 1' PHPH 5345 11 046 -00 -098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046- 16-102 12 SETTING BLOCK .30' X .30' X 1 -5/7 LONG 5' FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007- 10-016 2 SWEEP LOCK (AT 6-3/4' FROM ENDS) ZINC CAST MAR80110 INT. 15 046-16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/B' BOX) 16 050 - 00-718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 046-00 -010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - • 1 • 20 047 -00 -015 AS READ. FIN SEAL PILE • AMESBURY 1i0X1SSORE000IV. 3 *10 x r IMiPFTs51S • • 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW 22 05- 0127 -10 05- 0128 -16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RGS770a • 1BY OR 2BY WOOD BUCK VBIT WIDTH D.L LPG. L SCREEN OPT. D.L LPG. TYPICAL • Sff • 13.91. FGR SPACING 1/4 3•••• SHIM @OMB • • • • • • •• .: ._ o • • L.. • ' WINDOW WIDTH • • • ••• ••• • • • • •• • • •• • • •••• • 9 •• • • • •• • EXTERIOR F :;DU'T P3'VLSED rJ eo:n�:; iaK rnth the Florida Magna C No 426° Expira8oa Dato By IL Division ti C i .g§'.'-', E z illiv4,04 •! • • t_ i. 22d. hddd • 05 -TRA -0003 PAGE8C•LQ - BERORIPRON7 1 1 2.975 "150 } I .062 TOP. .740 1.5102 2.458 1 O FRAME HEAD 078 2.625 1.750 -�I 1.020 M —1.681 MEETING RA0, 1 . 9 7 5 1.405 1 2.781 ()GLASS STOP 1_1.2401 2.374 1.281 () BOTTOM VENT BOTTOM RAR. 1.500 .062 TYP. .750 L- c) SASH SIDE RAIL .937 070 O FRAME SW FRAME BOTTOM CORNER 0 VENT TOP CORNER VENT BOTTOM CORNER Eller' r, 7.-1D Acct: nD^t, Expic:.tian U ^a •••r • • ••• • • •• • •••. • •••• .. • • • •• • • • 1 •••• • •• • • • •• • gg ti €€'3 • Division • • • • • d 1 $b�4 ILE • • • •••• • • 05 -TRA -0003 men 8C" - I3 • ••.f • • • ••• • •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • OPENING • #••• � • • • • • �' • ••• • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE g,BCCO) PRODUCT CONTROL DIVISION • • • • • • • • • ••• • • • • • • • • • • • 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 www.buildinecodeonline.com NOTICE OF ACCEPTANCE, EAT94) • • • • • • . • TRACO Windows & Doors • • • • • • • 71 Progress Avenue • • • • • • • ••• • • • Cranberry Township, PA 16066 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 a , roved • ed to comply with the Florida Building Code, • :g ' elocity Hurricane Zone. DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door (L.M.L) NT: Drawin No. 04-113 1,1 _ CC Outswing Aluminum Patio Door (Large Missile) ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E., Inc. Consulting Engineers, dated 01/21/04 with the latest revision on 04 /10 /07,signed and sealed by Frank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date - • :• a oun ' o • uct ontro 1 vision. MISSILE IMPACT RATING: Large and Small Missile Impact 111 :1r acturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a revision 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 NOA # 05- 1003.09 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. NOA No 06- 1121.16 Expiration Date: April 22, 2009 Approval Date: May 10, 2007 Page 1 • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • .. • TRACO Windows & Doors Inc. • • • • •... .... • • • .•• • •.• • . • . . . • . . • . • . •.. .... .•.. • • • A. DRAWINGS NOTICE OF ACCEPTANCE: EVIDENCE PAGE •... • •• ••• .. 1. Manufacturer's di, .c ra.vixngs ancc hct ons.• • 2. Drawing No. 04- 113 -OO1B, titled "Series Doral 3 Outswing Aluminum Patio Door — (Large Missile). ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Inc. Consulting Engineers, dated 01 /21/04 with the latest revision on 04/10/07, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10/29- 11/25/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 05- 1003.09" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 05- 1003.09" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 1, dated 10/14- 16/03, signed and sealed by Vinu J. Abraham, P.E. " Submitted under NOA# 05- 1003.09" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. T 220 -06, dated 09/11- 16/06, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 05- 1003.09" E -1 Jaime D. Gascon, • ef, Product Control Division NOA No 06- 1121.16 Expiration Date: April 22, 2009 Approval Date: May 10, 2007 • • .•• • •• •• • • • • • • • • • • • • • • • • .•• • • • • • • • • • ••• • • • • • •• • •• • • • • • • • •• TRACO Windows & Doors he. • • • • •••• •••• • • . .. • • NOT1 t EF ACtPtANCt: :gV1DENCE PAGE C. CALCULATIONS • • • • • • • • • • • • • 1. Revised Anchor Cakdtlatioh $n4 Strnlctural analysis, prepared by Frank L. Bernardo, P.E. Consulting tngirieei, datedo4 /ie/l7; 'signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to "Solutia Inc." for "Saflex IIIG Clear or Colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated 09/06/05, signed and sealed by Frank L. Bennardo, P.E. G. OTHERS None E -2 Jaime D. Gascon, P. C tef, Product Control Division NOA No 06- 1121.16 Expiration Date: April 22, 2009 Approval Date: May 10, 2007 LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES CLUSTER OF ANCHORS (MINIMUM QUANTITY SHOWN) REQUIRED AT EACH MULLION/ASTRAGAL AT HEAD AND SILL (MIN. 3° SPACING BETWEEN CLUSTER ANCHORS, REF LEGEND BELOW). —` TYPICAL ANCHOR (144° MAX) SIDELITE PANEL WIDTH (36" MAX) — ` SIDELITE PANEL WIDTH (36" MAX) f _- 6" MAX TYP LEAF PANEL WIDTH (36" MAX) LEAF PANEL WIDTH (36" MAX) V) ('P 12" MAX TYP r 4 V V11) 3 (1 ] 98 9`) � WSJ + t S / / \ \ / /X \ t + °® + + c +� + i v / / oCal \ \ \ \ // m O \ \ / / / / t y I�`) Q I I r �- i 4`) ($ I • ) I } 4(18808/ uuuui LEGEND] V WOOD ANCHORS I • CONC /MASONRY ANCHORS ®EXTERIOR ELEVATION: SNAP- MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, or )0( CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN . - (N.T.S.) 1 GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 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 DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORT #0021- 1007 -03 QY• • • HURRICANE TEST LABORATORY (HTL) AID #T220 -06 BY • FARABAUGH ENGINEERING &TESTING, INC (�T)• •••• •• • • 5. THE DOOR SYSTEM DETAILED HER G ERIC AND • • Ftf� DOES NOT PROVIDE INFORMATION FOR A SPC SITE. FOR • • SITE CONDITIONS DIFFERENT FROM THIL CONDITIONS • DETAILED HEREIN, A LICENSED ENGINEE@ QggI REGI TE D • ARCHITECT SHALL APPLY FOR ONE -TIMG AP-I A • • • • PREPARE SITE SPECIFIC DOCUMENTS FORM-48E4N •••• CONJUNCTION WITH THIS DOCUMENT. • •• • • 6. PERMIT HOLDER SHALL VERIFY THB ADEGYACY OF TITS. • • • • EXISTING STRUCTURE TO WITHSTAND §ILIVIIMSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL D • PROPERLY TO TRANSFER LOADS TO TH9 EXISTING •••• STRUCTURE. • • • • •.••• • 7. DPANELS GLAZED WITH 7/16° LAMIO ED G IAi LASS ARE• • • LARGE MISSILE IMPACT RESISTANT. NO PROTECTION • • • REQUIRED FOR ALL INSTALLATIONS. • • • 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. DESIGN PRESSURES: +55 PSF / -60 PSF Jol d d I 09 04- 113 -0018 P DESCRIPITON: LEGEND: V WOOD ANCHORS I $ CONC /MASONRY ANCHORS 1 CLUSTER OF ANCHORS (MINIMUM QUANTITY SHOWN) REQUIRED AT EACH MULLION/ASTRAGAL AT HEAD AND SILL (MIN. 3° SPACING BETWEEN CLUSTER ANCHORS, REF. LEGEND BELOW). OVERALL FRAME HEIGHT (96" SIDELITE PANEL WIDTH (36" MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES FRAME WIDTH — TESTED SIZE =148" SIDELITE PANEL WIDTH (36" MAX) 2" VVVV -; vv ) .J $ / 1 4 • 24" MAX TYP 6 0 X X / / �a v ,$ -.s, 4 f AAAAAAA,) (,AAAAAA60,4 A 6" MAX TYP • 0 i $ IAAAAAAA "11// `- 0 ©EXTERIOR ELEVATION: TUBE - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN - (N.T.S.) 7/16° LAMINATED GLASS: • • • 3/16" HS x 4.09Q'• $OLUTIA • • • • SAFLEX PVB x•31/16% HS • • • • • • •• • • ADITESSNE BEDDING • \ 4CQUIIOUND DOW • CORNIMG SIUCONTE !1 9 SZAIANT OR GE•••• ..SjIJJ4 URAL sW &QNE` (OE ROS7700)• • • •• • •••• • • • • •••• 578•"• • • •• • TYP • • • •• • GLAZING .DETAIL (LEAF OR SIDELITE) FULL SCALE DESIGN PRESSURES: +90 PSF / -90 PSF •• •3• 0 •e \%1' ••,• •• •• g0• • • 0 • • • 1 2 d 04- 113 -0018 PAW WALE: DESCRIPTION: of EXISTING STRUCTURE (OPTIONAL IX OR 2X WOOD BUCK NOT SHOWN) SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS, EDGE DISTANCE & SPACING. 1/4° MAX. LOAD BEARING SHIM BY INSTALLER 1/4" MAX. LOAD BEARING SHIM BY INSTALLER NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. SCREW HEADS TO SEALED BY INSTALLER AT HEAD AND SILL EXISTING STRUCTURE (OPTIONAL X OR 2X WOOD BUCK NOT SHOWN) l ECO48549NNArtDO. P. &, ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. LUSHBOLT ACTIVATION LEVER ON INSIDE TOP AND BOTTOM AT ACTIVE PANEL •EMBED 0 w 1 ILL RISER WHEN SNAP ON IS USED. 0 ASTRAGAL DETAIL HALF SCALE FRAME WIDTH MASONRY OPENING 1 SEE ANCHOR NOTES ANCHOR TYPES AND EMBEDMENT. SEE FOR LQCATIONS, EDGE DISTANCE & SPACING. SECTION HALF SCALE 4. ' EXISTING STRUCTURE FIELD APPLIED SEAL DOOR ANCHOR NOTES: 1. .ORS SHALL BE INSTALLED RDANCE WITH MANUFACTURER'S RECOM 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), GROUT- FILLED BLOCK (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED BLOCK (MOOD IN OR CONCRETE (MIN 3000 PSI), AND MINIMUM OF 1 -1/2° EDGE DISTANCE FOR ALL 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO 2x WOOD BUCK OR WOOD STRUCTURE TO CONC (MIN 3000 PSI) #14 WOOD SCREW OR 1/4° TAPCONS (TTW OR GROUT - FILLED BLOCK (MIN 1500 PSI) OR ELCO) WITH 1-1/2' MINIMUM (DIRECTLY OR THRU ix OR 2x WOOD BUCK) 5/16° EMBEDMENT. TAPCONS (TTW OR ELCO) WITH 1 -3/4° MINIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 PSI). 0 • o • ••• w• •••� w •• Jo • • • • • SEE ANSH J NOTES ' CR • ANCHOR WPCS d AND w EMBEDMENT. • SEE ELEVATION • FOR E DI L TIam i...._ • • & SPACIN O 1/4•M ( • JAMB DETAIL HALF SCALE •• • 1 1 PABIlltef UMW ea analtriftesibilit EigArdiew 2 2 . 04- 113 -OO1B PA68 SCALE: DESCRIPTION: i (OPTIONAL 1X OR 2X W BUCK NOT SHOWN) MAW L Q.40SgSVAADO, v.e\ NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULIJON PARTS TOGETHER. 1/4° MAX. LOAD BEARING SHIM BY INSTALLER SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS, EDGE DISTANCE, & SPACING. EXISTING STRUCTURE • (OPTIONAL 1X OR 21( WOOD BUCK NOT SHOWN) •G • EMBED w w a 1 .SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION 7 FOR LOCATIONS & SPACING. EXTERIOR FRAME WIDTH MASONRY OPENING PERIMETER SEAL BY OTHERS FRAME WIDTH CDSECTION OF SNAP- MULLION SIDELITE HALF SCALE 1/4" MAX LOAD BEARING SHIM BY INSTALLER v d • • • 174r MAC( LOAD •BLEARING• • • 6111IW • BY INSTALLER • • 0 0 w 0 0 • •••ir • ciD 4wtg o li 510 Lail 5 Ni916'6 -I D Ili 8 § • 111 ••• • • • o •••• •••• • • •••• • • • •••• 114" x 3° PH SMS SEE ELEV. FOR LOCATION ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. •• • • • •1• IEGSTING STRUAT REI •(pP11ONAL DBUCKNOT 1X OR 2X. •VVG61 S w • • ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. •• • • • SEE AN ANCHOR EMBEDME FOR LO(9. II _ S FOB Nr 0.672" SEE ANCHOR NOTES FOR ANCHOR TYPES • •AND EMBEDMENT. V SEE ELEVATION FOR 'LOCATIONS & SPACING. SIDELITE EXISTING STRUCTURE EXISTING STRUCTURE (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) EXTERIOR 1.424" PERIMETER SEAL BY OTHERS FRAME WIDTH 2" FRAME WIDTH g • • 04- 113 -OO1B PASESCAL& MASONRY OPENING Jrb SECTION OF TUBE - MULLION SIDELITE HALF SCALE gum L654 •P.E., 07 DOORFRAME TOP CORNER LEAF TOPE BOTTOM RA 1 =ELITE FRAME TOP AND BOTTOM CORNER •••• AT MULLION • • • • •••• • • • •• • • GLAZING INSERT CORNER BOTTOM CORNER ••• • • • • • • •••• •••• • • • • •••• •••• • • •• •• •• • • • • • • • • • • • • • •••• • • • • •••• • • • •• • •• • • • • • • • ••O••• • • • • SEALANTS: ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MOREHEAD 5504 SEALANT. HINGES: 4° LONG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2° ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2 FROM TOP & BOTTOM AND AT MIDSPAN LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2° FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF 04- 113 -OO1B GLAZING INSERT FASTENER SPACING i 1 1 g 1 MATERIAL LIST ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -338 1 /DOOR 2 /SIDE-UTE ATRIUM FRAME HEAD ATRIUM FRAME HEAD 'OR, SILL 6063 -T6 TIFTON OR EQUN. 2 050 -389 2/ LEAF DOOR LEAF TOP & BOTTOM RAIL 6063 -T5 ALUMAX OR EQUIV. 3 050 -002 1/ SIDELITE SNAP CANTILEVER 6063 -T5 - 4 050 -763 4/ GLASS UTE GLAZING SUB FRAME 6063 -T6 TIFTON OR EQUIV. 5 050 -138 1 ® DOOR THREASHOLD 6063 -T5 ALUMAX OR EQUIV. 6 050 -292 2/ DAR 1/ SIDEUTE ATRIUM' FRAME JAMB 6063 -T5 TIFTON OR EQUIV. 7 051 -394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 -T5 TIFTON OR EQIV. 8 050 -455 1/ LEAF GAP CLOSURE 6063 -T5 TIFTON OR EQUIV. 9 - - - - - 10 H -1006 AS REQD. 2" X 4° TUBE MULLION 6063 -T5 TRECO OR EQUIV. 11 050 -124 AS REQD. 1" x 1 1/4° X 1/8" ANGLE 6063 -T5 - 12 050 -764 AS REQD. GLAZING BEAD 6063 -T6 TIFTON OR EQUN. 13 012 -00 -401 AS REQD. #10 X 1/2° FLAT HEAD SCREW - - 14 AS REQD. - 1/8° SHIM PLASTIC - 15 - 8/ FRAME #10 X 1° 000R FRAME ASSEMBLY SCREW -. - 16 007- 14 -039A AS REQD. DOOR HANDLE - MARBOLLO 17- - 4/ LEAF 1/2° SELF LOCK NUT STEEL - 18 - 2/ LEAF 1/2" ROD (2 X PANELS) STEEL - 19 - 4/ LEAF 1/2° FLAT WASHER STEEL - • 20 - 4/ LEAF 1/2° REGULAR NUT - - 21 051 -181 3/ LEAF HINGES - - 22 007 -10 -051 2/ LEAF STANDARD FLUSH BOLT - - 23 - 4 #8 x 1/2" SMS - - 24 20 -4164 AS REQD. BULB VINYL VINYL - 25 - 4/ LEAF BLOCK ROD GUIDE - - 26 050 -10 -765 1 SILL RISER 6063 -T5 SILL RISER 27 - 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS) 6063 -T5 - 28 047 -10 -014 AS REQD. FIN SEAL WEATHER - STRIPPING - - 29 - AS REQD. DOW CORNING SIUCONE 1199 SEALANT - DOW CORNING 30 05- 0127 -10 05- 0128 -16 AS REQD. TWO -PART GE STRUCTURAL SIUCONE - GE RGS7700 1.750 0.530 1.187 0.062 GLAZING SUBFRAME THRESHOLD 4.000 •-0,125 0.063J 4.000 1.750-1 0.078 — - 0.093 0.750 0.078 t DOOR STILE 2.000 i H- 1006'TUBE MULLION 4.000 0.500 ATRIUM FRAME HEAD /SILL DOOR FRAME JAMB T11.057 0.0911 0.975 SILL RISER 0.652 0.795 1 1 0305 GAP CLOSURE 0.050'3 H-0.580 0.750) 0.875 GLAZING BEAD 3.500 0.078 0.500 T DOOR STOP — • • • • • •• • • ••• .750 • •r •1.625 •••• Se�• rlig • �'I a • i M t p JJ •• • O �y • • (J •• • • • • FRANK L �P.E. xw noo, v.e 07 •••• •••• • ••I••• • • • •• ••••t • • • • •••• • ••• •• • • • •• • DOOR TOP/ BOTTOM RAIL lido. PRODUCT REVISER arcopiobssiailleackim Asseptawn 06 47217f001 001 04- 113 -OO1B PAOa9CAI.• mmumm I� J