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151 NE 93 St (8)
BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit '-'/ e) /, .t r' C; Type of Work: Addition ❑Alteration I I - f ,�.,. Submittal Fee $ l r Total Fee Now Due $ '05 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, M ami Shores, Florida 33138 Tel: (305) 795.2204 +ax: (305) 756.8972 Electrical mb ng Owner's Address (S/ k, -� ( ' City +L( 1t4-t ei.t ,c't-cr.. :s: State Tenant/Lessee Name SY . NO t/ Contractor's Company Name ,#O //.(e 0 f bJ /A/ /) GvJ' County btiami -Dade Zip ' :'I'! . J' Contractor's Address / r G c 7 S l Cit ti (11.-e 0 14 State 1~ t- Zip 3 3 0 / 0 Qualifier G/5JC1 . 2 dQ- 7 7/3S'D0 3o 3 State Certificate or Registration No. Certificate of Competency No. F? OSoD X 03 ❑ Jew Code Enforcement $ Structural Plan Revii w. $ Permit No. ` 1 407 aster Permit No. Mechanical Roofing Phone # .3 ,c AV/ 4 '/2c reol4D 4P 11 32—op 013 30c/0 Zip - 3 - 3,;(1' Phone # Phone # 3 8dr 7 et 7 a 7 Phone # Square Footage Of Work: Z Z 7 d Repair /Replace ❑ Demolition Describe Work: t� F`- 4..J'-C ; l -t..4 .1.i \E Lt , , L «/l -,`1E 7 Le', - it %Jt r`e_. -' . 12, ) t), t Permit Fee $ 4k 50 6 -� • CCF $ 3 • 60 CO /CC Notary $ Training /Education Fee $ 1 • 2-.CD - Technology Fee $ • 2� Scanning $ 3 • CO Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) %�,¢ i4 /f . �� Mortgage Lender's Address �c% " e,€)C 2," 4' City A /A1lli o.e_er State Zip 33/ ,F Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC . OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wner or Agent The foregoing instrument was acknowledged before me this ' The foregoing instrument was acknowledged before me this 2 Z day of/it/60S, , 20 or, by ✓UP s •¢c._ v/9 A) c91 , day of G oft , 2004 by L7.ClSems} .1it,/1 (who is personally know to r who has produced �ho is personally known tom r who has produced �`""`` Ass i tion and who o did take an oath. as identification and who did take an oath. 4 NOTARY PUBLIC: Sign: Print: r/j`Glil tie-c7 V (/ i Francisco Joaquin Vila Signature NOTARY PUBLIC: Sign: Print: My Commission Expires:/0/2.).? 1) ' Commission DD230913 o , r �. Expires October 28 2007 My Commission Expires: / ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 14 .eAteA - , Contractor 2 * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2 My Commission DD230913 o/ mo d` Expires October 28 2007 * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 151 NE 93TH STREET 305 - 244 -0877 FRANK FINAL WINDOWS Passed Inspector Comments t/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 2161 Inspection Date: 12/13/2005 Inspector: Grande, Claudio Owner: None, None Job Address: 151 93 ST Project: <NONE> Miami Shores Village, FL Contractor: HOUSE OF WINDOWS INC Building Department Comments Inspection Worksheet Miami Shoras Village 10050 N.E. 2nd Avenua Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1407 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060133040 Lot: Phone: 305 -887 -8767 Monday, December 12, 2005 Page 2 of 2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS. WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1116" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3118' ANNEALED GLASS AND 11) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16' LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS, A 7/18' AIRSPACE AND 7/18' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -OADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2' FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8112" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 21/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5' O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL. FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11"0.C. JAMBS: 1 B 1 'MAX. 8 172" FROM CORNERS MAX. 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 . Weeder dew Rime 0111. Pawed,' Ds* 1211503 Camat P/14103 AALAAA %Arm A aw 0.. F.N. F.K. REDUCE ANC.OR SPACING 10707ECH OlOOY COVE Noma. R x273 P.O. BOX 1529 NORM& R x771 11c._ T NOTES & TABLE OF CONTENTS ALUM►NUM PICTURE WINDOW. IMPACT OW" lb Visibly Better """" PYK701 NTS1 1 . 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 810 42594 Robert L. Clak. PE. PE p9712 S41eluras MIA ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 ( 375 -2901 FAX (303) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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 DPW -701" Aluminum Picture Whidow -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/4/2005 Applicant: JUDY SALVADOR Owner: SALVADOR JUDY JOB ADDRESS: 151 NE 93 ST Contractor HOUSE OF WINDOWS INC Local Phone: 305 - 887 -8767 Parcel # 1132060133040 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1407 Contractor's Address: 195 EAST 9 STREET Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 E1/2 LOT 22 & LOT 23 BLK 22 Fees: Description Amount FEE2005 -13097 Building Fee $250.00 FEE2005 -13098 CCF $3.60 FEE2005 -13099 Training and Education Fee $1.20 FEE2005 -13100 Technology Fee $6.25 FEE2005 -13101 Scanning Fee $3.00 Total Fees: $264.05 Total Fees: $264.05 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/25/2006 Construction Value: $5,800.00 Work: REPLACE WINDOWS WITH HURRICANE IMPACT WINDOWS Page 1 of 1 CCT 0 PAID 1 '- In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 3/16' ANNEALED OR HEAT STRENGTHENED GLASS y 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 11/16' NOM GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS Moil* ibmPif ® 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) We: ANAinw .... oar Illa.r.. F.K 12/15&03 A a..� 0`Iw Orr l* Or: iX. 2/14/03 NO DOME nas SHEET tom 7F.hNQLooronNE mesas. n S 275 PA !QX 152Y OR 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) P T Visibly Better 70/ GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT NTS l 2 + 10 Ie�. 4259.4 JA Robert L. Os*, P.E. PE 539712 Structural 11/16' NOM GLASS BITE T HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SO. FT. OR MAX. AREA = 19.63 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10. DETAILS C, D & E. FAQ" MAX. SIZE = 96' X 47' OR MAX. AREA = 24.47 SQ. FT. thatv HALF CIRCLE MAX. SIZE = 96" X 48' OR MAX. AREA = 25.13 SQ. FT. of 121503 or• 7/14/03 nolier A Clds• M N CMICE 1105 SHEET r EYEBROW MAX. SIZE = 96' X 48" OR MAX. AREA = 31.99 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68' X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. ELLIPTICAL MAX. SIZE = 96' X 47' OR MAX. AREA = 31.99 SQ. FT. 48' MAX. 96" MAX. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. 44 1/4' MAX. DLO 1070 7EQW=L=0YORM somas. 7i 34278 P.0.179x 1529 NoKa/8. fL 34274 B r_ Visibly Better FLANGED ELEVATIONS P•701 I NTS I 3 ' 10 TRAPEZOID MAX. SIZE = 48' X 96" OR MAX. AREA = 31.99 SO. FT. ALUMINUM PICTURE WINDOW, IMPACT - 4259.4 ARCH. MAX. SIZE =48' X 96' OR MAX. AREA = 30.28 SO. FT. •411 I<<•= 4V-1311 m Robert L Ct=k P.E. PE 188753 HEXAGON FULL CIRCLE MAX. SIZE = 60' BETNEEN FLATS MAX SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. Stowerf Or ArorleX HALF CIRCLE MAX. SIZE = 96' X 48" OR MAX. AREA = 25.13 SQ. FT. Orr Or: Noolimr w..r F.K. t211603 A Ones Or Owls: Orr6A Sr Or• F.K. 7/14/03 NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. NO CHANGE THIS MEET RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY OR M NOKOMIS P1 307e P.0 B0X t629 NOKONB$ P1 34774 B r_ Visibly Better 6""1°` PW•7O1 TRAPEZOID MAX. SIZE =48"X96" OR MAX. AREA = 31.99 SQ. FT. O,orr,. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT I mew NTS 4 + 10 or... � 42594 • dILrCZ 14;51 MATO Ranh L part, P.E. PE 1411712 BYUdutaN FAN MAX. SIZE = 96' X 47" OR MAX. AREA = 24.47 SQ. FT. EYEBROW MAX. SIZE = 96'X48' OR MAX. AREA = 31.99 SQ. FT. OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE =68'X68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. COMPARATIVE ANALYSIS TABLE 1. WINDOW WIDTH 49.000 A&C B&D AREA SQ.FT. 80.0 -80.0 13. 41 65.500 1 GLASS TYPE: I TED GLASS (3/16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G.. 3 /16HS, 7/16" SPAC =, 7/16" LAMI (3/16HS, .090, 3/16" HS) 54.500 1 A&C B&D AREA SQ.FT. 80.0 9 -80.0 14. 50 60.000 1 A&C B&D AREA SQ.FT. I A &C B&D AREA SQ.FT. 71.000 I A&C B&D A&C B&D AREA SQ.FT. 76.500 82.000 I A &C B&D AREA SQ.FT. 87.500 I A &C B&D AREA SQ.FT. 93.000 I A&C B &D AREA SQ.FT 96.000 I A &C B&D AREA SQ.FT. NO FE5 F .T AN SI "w�a w I IUrr.c Nose OF w: "Mir: Eked Or w: F.K. IJWSQJ onw OF w F.K. 7/14! 7/16" LAMINATED GLASS 3/16 "A .090 3/16H 28.500 80.0 -80.0 80.0 -80.0 9. 98 80.0 -80.0 80.0 -80.0 10. 86 80.0 -80.0 80.0 -80.0 11. 75 80.0 t -80.0 80.0 -80.0 12.64 80.0 1 -80.0 80.0 1 -80.0 14.052 8 1 -80.0 80.0 -80.0 15.141 80.0 I -80.0 80.0 -80.0 16.229 80.0 -80.0 80.0 -80.0 17. 18 80.0 1 -80.0 80.0 -80.0 18.406 80.0 -80.0 80.0 -80.0 19. 34.000 80.0 -80.0 80.0 -80.0 11. 69 80.0 -80.0 80.0 -80.0 12.868 80.0 -80.0 80.0 1 -80.0 14.167 80.0 -80.0 80.0 -80.0 15. 5 79.4 -79.4 80.0 1 -80.0 16. 64 19. 76 76.8 -76.8 80.0 18. 74.1 -74.1 80.0 -80.0 19. 61 70.7 1 -70.7 80.0 -80.0 20.660 69.1 -69.1 80.0 -80.0 21. 58 68.8 -68.8 80.0 -80.0 22.67 A NOTE t ANCHORING THOME SCREWS Cisdr1 010. 80.0 1 -80.0 74.0 I -74.0 80.0 -80.0 C 18.750 68.5 -68.5 63.5 I -63.5 0.6 .0 80.0 I -80.0 17.987 63.7 -63.7 80.0 t -80.0 59.7 -59.7 80.D 1 -80.0 20.984 56.5 -56.5 80.0 -80.0 22. 93 26.479 53.8 1 -53.6 80.0 -80.0 24.002 51.4 -51.4 80.0 -80.0 25. 10 50.4 1 -50.4 W HEIGHT 45.000 80.0 -80.0 80.0 -80.0 15. 13 76.7 -76.7 80.0 -80.0 17.031 69.9 ` -69.9 80.0 I -80.0 20.469 57.9 -5 7.9 80.0 -80.0 22.88 52.8 -57.8 80.0 1 -80.0 23.906 48.3 -4 8.3 80.0 -80.0 25. 25 43.6 1 -43.6 80.0 -80.0 27.344 42.5 -42.5 80.0 [ 29. 41.6 1 -41.6 80.0 1 -80.0 30. 120.2 NaroK F1.34221 P.O. /OX 11119 wows; FL PQM Visibly Bet 46.500 80.0 -80.0 80.0 1 -80.0 15.23 74.0 -75.2 80.0 -80.0 17. 9 67.2 I -68.6 80.0 1 -80.0 19.375 61.3 -62.3 80.0 -80.0 21. 51 22. 27 -62.9 80.0 1 -80.0 47.6 I -48.0 80.0 -80.0 56.1 -57.1 80.0 -80.0 24.703 43.4 1 -43.2 80.0 1 -80.0 28.255 40.7 1 -4 1.0 80.0 -80.0 30. 31 39.4 -40.1 80.0 -80.0 31. FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 80.0 -80.0 80.0 -80.0 16. 74.0 -74.0 80.0 -80.0 18. 67 67.2 - 67.2 80.0 -80.0 20. 61.3 -61.3 80.0 -80.0 21. 3 56.1 -56.1 80.0 -80.0 23. 67 80.0 1 -80.0 25.500 47.6 -47.6 80.0 -80.0 27.33 43.4 I -43.4 80.0 -80.0 29.167 40.7 -4 0.7 79.4 -79.4 31. 39.4 1 -39.4 80.0 1 -80.0 26.333 32. 76.6 1 -76.6 FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW.701 I NTS 1 urrrr re. ra . 17 I 4259.4 A Robert L O . PE. PE 1129712 Sbuerrr AREA Sal. FT. 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1!4 TAPCONS. DESIGN PRESSURES ARE UMITED TO +1.60 P.S.F. WHEN ANCHORING WITH 112 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST IN TABI F 1 WHICH THEIR AVFRAI I WIDTH ANj1 WIGHT DIMFNSIOHS COMM FTFI Y FIT WITHIN_ COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3116 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3 /16HS. 7/16" SPACE. 7/16" LAMI (3/16HS..090.3/16" HS) GLASS TYPE: WINDOW WIDTH 49.000 A &C B &D AREA SQ.FT. AREA SQ.FT. 60.000 1 A &C B &D AREA SQ.FT. 65.500 [ A&C B&D AREA SQ.FT. 71.000 A&C B&D AREA SQ.FT. 82.000 A &C B &D AREA SQ.FT. 87.500 1 A &C B &D AREA SQ.FT. AREA SQ.FT. Newel Ir F.K 93.000 A &C B &D Osec m. 12/1&03 F.K. 7/14/03 lbaNwr astir! or 28.500 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 9.698 111. 9 AREA SQ.FT. - 76.500 14. 52 A &C 80.0 B &D 34.000 54 A&C 1 B &D 80.0 -80.0 80.0. 1 -80.0 • 80.0 -80.0 80.0 1 -80.0 10.7 12.868 80.0 -80.0 80.0 -80.0 80.0 -80.0 14. 67 11. 75 80.0 -80.0 78.9 1 -78.9 80.0 t -80.0 80.0 1 -80.0 1.2. 64 15.465 80.0 -80.0 75.3 -75.3 80.0 -80.0 80.0 -80.0 16.64 -80.0 72.6 L-1330.0 72.6 57.1 80.0 -80.0 80.0 -80.0 80.0 15.141 18. 80.0 1 -80.0 69.4 1 -69.4 80.0 -80.0 16. 29 80.0 -80.0 19. 61 80.0 1 - 80.0 66.4 1 -66.4 80.0 1 -80.0 17.318 20.660 80.0 1 9 -80.0 65.0 -65.0 80.0 -80.0 80.0 -80.0 18.06 21. 58 96'000 1 B &D 80.0 1 -80.0 80.0 1 -80.0 AREA SQ.FT. I 19.000 Anise. A CHANGE NOT E 1 ANCHORING 110714 012 SCREWS 22.667 WINDOW HEIGHT 39.500 80.0 -80.0 80.0 -80.0 13 1 14.50 17.031 72.2 -72.2 16. 58 65.5 -65.5 80.0 -80.0 a 7 61.1 -61.1 80.0 -80.0 80.0 20. 4 53.8 1 -53.8 80.0 -80.0 a 93 51.0 -51.0 80.0 -80.0 24 2 48.9 -48.9 80.0 -80.0 25.5 48.0 -48.0 80.0 -80.0 26 . 3 1070 1000101.001* 0H1NE Namara ft 34271 MO. SOX 1522 Nome: FL 31274 45.000 80.0 -80.0 80.0 -80.0 1 .313 67.8 -67.8 18 61.7 -6 1.7 80.0 -80.0 20.469 • 56.4 -56.4 80.0 -80.0 23.906 47.2 1 -47.2 80.0 1 -80.0 25.625 30.000 r_ Visibly Better 46.500 79.4 1 80.0 -80.0 f5. 3 71.9 -73.1 80.0 -80.0 17. 65.0 -66.4 80.0 -80.0 19. 375 59.6 1 -60.7 80.0 -80.0 19. 6 1 51.5 -51.6 - 55.0 5 -80.0 80.0 1 -80.0 54.6 .64.6 21.151 21. 22. 88 22.27 80.0 1 -80.0 24. 03 46.6 1 -46.9 40.4 -40.2 80.0 -80.0 26. 79 42.6 3 -4 2.6 43.1 -42.7 80.0 -80.0 80.0 -80.0 27.44 28.255 41.2 L 41.2 80.0 79.7 t -79.7 29. 30. 31 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 79.4 -79.4 80.0 -80.0 t6. 71.9 -71.9 80.0 -80.0 18. 67 65.0 t 80.0 -80.0 20. 59.6 1 -59.6 80.0 -80.0 23. 67 31. 32. S ^i.0 L:1 .r', 80.0 0.0 25. 46.6 -46.6 80.0 .80.0 27. 3 43.1 1 -43.1 80.0 1 -80.0 29.167 40.4 -4 0.4 76.0 1 31. 40.2 1 -40.2 39.0 - 38.9 39.0 -39.0 80.0 1 -80.0 76.9 1 73.1 t 3.1 1 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1I4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO 41-60 P.S.F. WHEN ANCHORING WITH It12 SCREWS. /A 2. ALL MAXINUM SIZES SHOWN ON SHEET A ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST BESTANGJLa SIZE IN TABLE 2. WHICH 'HEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMWUM PICTURE WINDOW, IMPACT SINIMItat PY■/01 P in 16 10 I °""" 4258.4 I7 Robed L Glark. P.E. PE 1311712 Sbuotrtl SCREWED C • RNER ASS'Y te e. F.K. u... Mr F.K. (FLANGE FRAME) 9r 121150.3 7n4,oa WELDED CORNER ASS'Y (FLANGE FRAME) Itimedowr AvAstase A Ctaind 111' ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE. FRAME) 0 I i O � III III , NO CHANGE MKS SHEET KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT 1o70 TECHNOLOGY ORME mama FL 34275 PO BOX 1529 NORON$ R.34274 ENTIRE JOINT Visibly Be tter MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED Mir ALUMINUM PICTURE WINDOW, IMPACT PYK7O1 I NTS I >' • 10 r - 4259.4 l A / /4/11 Robot L ca set. P.E. PE 999712 8buoWrr 2.784• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Rolf Mg F.K. Mos Or F.K. dr: ow: 12115103 7%11/03 WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Awroor A amid Mr NO CHANGE THIS SHEET are KEYED CORNER ASS'Y wELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT ROO IVONNOLOOY ONVE NOKOMIS. R. svar P.0. et* t42 HaCdMS. R 34271 r_ Visibly Better VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS. INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT MMOMe OW-nn Ilr,r � tlwhtrr NTS 8 • 10. f 42594 di . 2 L tlrrk P.E. PE /.'e12 ors ITEM 1 2 INTEGRAL FIN FRAME HEAD, SILL 6 JAMB FLANGED FRAME HEAD, SILL & JAMB 7 8 10 11 12 13 14 15 DWG NO.1 PART # 4256A 64256 4253 64253 1155 1 781P0X 4255 1 64255 4254 1 64254 1224 1 6TP247 4224 17 18 DESCRIPTION #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7116 LAMI GLASS BEAD 1 1116 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7116" LAMI GLASS 3116" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED ' 1 1/16' LAMI I.G. GLASS, 3/16" HEX' STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3118" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 4262 64262 ARCHITECTURAL CORNER KEY 21 r _ .970"1 ITEM 10 MAIL: 6063 -T5 DWG NO. 4255 7 /1b tAl1fit GLASG, z W"i M. AT STR.Fki 3T FNEO - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1/16' LAMI 1.G GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7118" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED NO CHANGE RES SHEET .348' —w-'i .975" .050" ITEM 11 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 ,070710040/00Y ORNE tomes. FL Wl6 P.O. SON Idti women Ft 3 274 1.875" Visibly Bet ter Areallimr wee tw"wir PW•701 ITEM 1, INTEGRAL FIN FRAME NAT'L: 6063 -T5 DWG NO. 4256A 2.784' 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, !MPACT 74,173 l 9 w 10 4259-4 2.500" Asprwo/ tr w,epe1t1{ wee tM /Yd • M i l Cob L /E�F Robert L a.&M. P.E. PE 130712 w~Er o Ow II tier F.K 7/1 Ole 1 .130 "DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. r SHIM T 114" MAX. 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2' MAX. FROM CORNERS & 11" MAX. O.C. (SEE MOTE 1) 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX. FROM CORNERS 811" MAX. O.C. 1/4" MAX. f SHIM T 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8 1/2' MAX. FROM CORNERS & 11" MAX. O.C. (SEE NOTE 1) 114u MAX. f SHIM #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. 1/4' MAX I SHIM T d er tea. F.K. banner F.K. 0,4 12/134x9 e 7/14109 r SHIM .1 :•' •.. • ''` • • .°` `• 1 1/4' MIN. • ''; ::. ' .' • . EMBEDMENT Itsislons A CHANGE NOTE t AND FASTENER SPACING 0.4 FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 1070 TECHNOLOGY ORWE NOKOMIS. a 34273 PO. 90X 1579 MORONS. a 34274 1 1/4" MIN. ••• • :' • •• - •• • EMBEDMENT 1 • 1x WOOD BUCK •' • • (SEE NOTE 2) SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW. IMPACT "."."lore PW.701 W NTS 10 • 10 Ia., loner 4259 -0 ee e"e111Mr¢ volt IN Retort L Cl. erk P.E. PE 1139712 StruckeA MIAMIOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis ,FL 34275 MIAMI -DAVE COUNTY. FLORIDA METRO -DADC FLAG(.ER BUILDING nIll„DINC CODE: CONII'1J N'CF :OFFICE: hllil'RO- I)r \1)E I'I.,\(:I,lili DIMMING 141) WEST FI.AGLER STREET. SLII'lli 1603 hllr \111(, 11.O1t11),\ 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 (i)N I& Ct qK 1.((E:xs1N : sF:rrio (305) 375.2527 FAX (305) 375 -2558 cosram:Too ENFORCEMENT ME:NT DIVISION (305) 375 -29(k FAX (305) 375.2■8j4 I'R()1)11('1' ('()N DIVISION (30.5)375-NO2 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: 1"x Std. Wall - Aluminum Tube Clipped Mullions under Chapter 8 of the Code of Miami -Dade County govcrni:lg the use of Alternate Materials and Types of Construction, and completely described herein has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manulactarer's plant for quality control testing. If this prod..ct or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the tts of such product or material immediately. BCCO resc:-ves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28 /2006 Raul Rodrigues. Chief Product Control Division THIS IS TJIE COVERSJIF.ET, SEE, Al)I)JTIONAJ, PA (MS FOR SPECIFIC AND GENERA/, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/28/2001 Francisco J. Quintana, K.A. Director Miami -Dade County Building Code Compliance Oricc 11 s01S000I1pc200011templae .s\nouce acceptance cover p2Eadot Internet moil address: postmaslcr nbuildingcodconline.com Dlonlepage: http: //ww•)e•.huildingcodeuntine,cam • PCT Industries ACCEPTANCE No.: 00- 0912.05 JUN 2 8 2001 JUN . 2 8 2006 APPROVED EXPIRES NO'T'ICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, dcsigncd to comply with the South Florida Building Code (SFI3C), 1994 Edition for Miami -Dadc County, for thc locations where thc pressure requirements, as determined by SFI3C Chapter 23, do not cxcccd thc Dcsign Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 Thc 1"x Standard Wall - Aluminum Tube Clip?cd Mullion and its components shall be constructcd in strict compliance with the following documents: Drawing No 6620, Sheets l through 5 of 5, fitted 9" Std.. Wall Mullion Arrangement Deta I ", prepared by manufacturer, dated 4/28/00, signed. and scaled by Robcrt L. Clark, P.E., bearing the Miami -Dadc County Product Control approval stamp; with the Noticc of Acccptancc number and approval date by the Miami -Dadc County Product Control Division. These documents shall hercinafter be referred to as thc approved drawings. 3. LIMITATIONS 3.1 This approval applies to clippcd structural mullions to be installed vertically or horizontally, as shown in thc approvcd drawings. 3.2 For Dcsign Prcssurc Rating vs. Mullion Lcngth and 01pcning Width, for either lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, scc corresponding table iii approvcd drawings. 3.3 Window sizcs and design pressures arc to be limited only to thosc appearing on charts rcfcrcnccd abovc and also listed in thc individual window's Notic . of Acccptancc. 4. INSTALLATION 4.1 Thc clippcd mullion system and its components shall ac installcd in strict compliance with thc approvcd drawings. 4.2 This mullion can bc installcd as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bcar a permanent label with the manuCacturer's name or logo, city, statc and following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall bc accompanicc; by conics of the following: 6.1.1 This Noticc of Acccptancc, with mullion option indicated. 6.1.2 Thc Noticc of Acccptancc of cacti door and /or fixed lite attached to mullion. 6.1.3 Duplicate copics ()film approvcd drawings, as identified in Section 2 of this Noticc of Acccptancc, cicarly marked to show thc components selected for the proposed installation. 6.1.4 Any other documcnts required by the Building Official or the South Florid' I3uilding Code (SFI3C) in order to properly evaluate the installat • n of !iis system Manu Perez, P.E. Product Cogtrt Examiner .Produ ontrol Division 2 PCT Industries ACCEPTANCE No.: 00- 0912.05 APPROVED : JUN 2 8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considcrcd aflcr a renewal application has been filed and thc original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approvcd products shall be permanent]y labeled with the manufactures name, city, state, and thc following statement: "Miami -Dadc County Product Control Approved", or as specifically statcd in thc specific conditions of this Acccptancc: 3. Rencwals of Acccptancc will not be considered if: a. There has been a change in thc South Florida Building Code affecting thc evaluation of this product and thc product is not in compliance with the code changes. b. Thc product is no longer the same product (identical) as the one originally approved. c. If the Acccptancc holder has not complied with all the requirements of this acceptance, including the correct installation of thc product. d. Thc cnginccr who originally prepared, signed and scalcd the required docun cntation initially submitted, is no longcr practicing the cnginecring profession. 4. Any rcvision or change in the materials, usc, and/or manufacture of the product or process shall automatically bc cause for termination of this Acceptance, unless prior written approval has bccn requested (through the filing of a revision application with appropriate fce) and granted by this office. 5: Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misusc of this Acccptancc as an endorsement of any product, for salts, advertising or any other purposes. 6. Thc Noticc of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may bc displayed !n advcrtising literature. if any portion of the Noticc of Acccptancc is displaycd, then it shall bc done in its entirety. 7. A copy of this Acccptancc as wcti as approvcd drawings and othcr documents, where it applics, shall bc provided to thc user by the manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. The cnginccr needs not reseal the topics. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Noticc of Acccptancc consists of pages I, 2 and this last page 3. ENI) Or . 11IIS ACCE1'"I;A 3 Mains f cr'i P.C., Product Co•trt51 •xamincr Produ ontrol Division ANCHORS: TYPE.'8 t OR D BOSH ENOY\ MULLION CIAZWC PRODUCr 111 w W • w1 +w2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 CF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = 11 rwca• r on 0401 �. NOES 1. FOR ANCHORAGE TYPE. QUANTITY AND LOCATION REFER TO SHEETS 2. .3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT & NON – IMPACT 4. REFERENCE TEST REPORT FTL-29C2. 2903 AND 2975 1. I salaam GIA OIG PROOUGY N • N1+m2 WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX GPEN1NGG _ ,ii OR H1 +H2 MULL LENGTH = W ANCHORS' V. OR ro BOSH 0405 4e/ 'fit Robert L k , t > P.E.139712 S1nvrputa1 r _--- -w -"` CLAM PROOUGT CIAZINC PRODUCT W� WMw2 H • MHO (2) WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR 111 +W2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 -�•• DOW Mow Os P.J.P. 4/28/00 a ouistov IND STRBES ARRANGEMENT DETAIL 1" STD. WALL MULLION two TEC/Y401XGY ORNE N04COIIts, n 14273 442 NCHORS •• OR ro' 80114 04DS I I !CLAIM OOUCT Wf� w2 1 W3 w w • wt +W24-143 H • H1 +H2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = 11 OR HI +H2 MULL LENGTH = W OR WI 4W2+43 1.44) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = Hl R. w I.O. 002 1329 S•i..NaAd Soo.. SA..L NOKOMIS. n 34274 MULLS NTS 1 a APPROVED /4S COMPLYING MTh fNE SOWN FLORIDA maxim COME ROL mac*, el18DnG CODE COMPUANCE corn ACCpT NO OO - e41 z •Os Dn.*, Na 6620 R.... P.C.I. I . ARM1IOM MULLION CUP 4. MAC[ OTT Or Mlat CUP r0 7.4. A V =a«MRL .VW ►6G84 AS S$CWW FOR 1• MULL TYPICAL M111110t1 TO MI11J,JON INSTALJ )0/1 TYPE A; T- MULL - ;• 3 ;4 PAP. MMtION 2 OR • J10T• I. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL —TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO- OPENING. 2. REFERENCE TES: REPORT FR -2902. 290J AND 2975 JMPORTANT; QUANTITY OF ANCHORS SHOWN ARE .FOR A PICTORIAL R£PRESE*ITATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REVD FOR YOUR SPECIFIC APPLICATION. It Tx tioi. • . R010.0 1D orecenreees a A ri" i 10 CONCREIT LIOl ORR71 lu. $44.061) Alt. r1Ar.r otot caner APRIRACIA w 1.173 /1 r-2. OR ,•--1 TYP CAI MULLION Tg_57E CTURE WITH WOCD RUCK TYPE A" cod O?P03RF SIDES (SO AS Nor ro seams mot 'w mow 1 /It 4000 Saw (ISM Tot 1 TENLIN4Igv INTO 11000' ALL MUM MIST r OAK COWRY AMMO. SEE NOV /I P.O.T. la MwAON i Robert L P.E. 139712 Stanfill nal T INDUSTBfU )070 TFCIOIOEO:r oat NOICOLOS. R 34275 I 3 r Orme Or P.J.P. r 2- OR 4"--1 TYPICAI MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE P.ar. 1. MWAON A )J Mw. • (_2" OR 4 MIN. 1--• , �° .. 0 r , 1_ TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC TYPE D " • CAN Oy.lboo: 4/28/00 CLIP & INSTALLATION DETAIL TRN: 1" STD. WALL MULLION Sul t/Alea.r Sew: Shaft SOX 1529 •42401 5. IL 74 MULLS NTS 2 0a 5 APPROVED AS COMPOY WO VAIN THE SWh ROAM II ILD01G CODE P ... •' • • L OM rnJLalloco0E ACCEPT NCE I10 DO- 30N 9 / z .or Drown RA. 6620 CLIP LENGTH CHAR FOR 1x MULL • MULL SIZE . 1 x 2 x b 1 x 4 xi IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. 1" MULL CLIP FOUR (4). ANCHOR LCCATIONS EXIRUSO4 OWC / 1099 � 1" MUI ` CUP TWO (2) ANCHOR LOCATIONS cxmusroN OINC / 1099 MIN. FROM ENO (TYP) 1" muLL CLIP W /rABS REMOVED 7WQ (2) ANCHOR LOCATIONS EYTRUSION OWC / 1099 • rj MIN. FROM 7 ENO (TYP) • 1 t 1" MULL CUP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EX7RUSION OWC / 1099 APPROVED AS COMPIHNO NATII IHE T 1}} rte , L amc< 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 �) /L T INDU TRIES ante OY• role m... 914 Irks: 1070 ircravotocr DRIVE P.O BOX 1329 NOKOMIS. a .14275 NOK01RS. Rt J1274 Ctsh■ I 4/28/00 DocriPfyrr 1" MULLION CLIP ANCHOR LOCATION SmIm/tksGk MULLS Rn:sion�: 1" STD. WALL MULLION Swks: NTS 3 a 5 Oro•.ng No. 6620 OOLONG CODE COUPUMNCE OFFICE .C.. ... 0°- °9Iz .o, i R.., 8 (TYP) NQTT: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 IND STRIES t�..e 7E (oau O:o.n P..LP. PROFILES 7070 traMOLOCY DRIVE 0 .0. BOX 1520 NOXOYQ. R M275 NCKOMM FL J4274 CAW 'Frio: aa 4/28 /00 1" STD. WALL MULLION 5.,as -aua MULLS NTS Sheet No. 4 a 5 6620 Robert L k P.E. P.E. 739712 Structural 5PROVED f5 COYRnNG WTM THE O L ir /tt • BY BUILDING; CODE COMPLANCE ACCEVtANCE 80. -4'9 r z. oS _ 601 __ 41 631 35 35 1 31 29 27J 26 ! 25 25 25 25 30 27 1. 24 23 22 21 20 20 20 66 30 26 23 21 19 18 18 17 17 17 72 76 23 ' 20 17 j 16 - - - - - 20 17 15 _ - - - - 78 18 15 - - - ; - - - 84 - - - - 1 - - - - - 90 - - - - i - - - - 96 - - - - - I - • - - - - I 108 1 1111 - ' 1441 i - - r - - - - - 1 x2x.125 2 Anchors 42 U . . 50.625 54 50 ! 60 70 ! 80 1 90 1 100 1 110 1 120 1 130 1 160 129 1 115 107 104 83 73 67 63 70� 61 55 52, 57 49 44 41 84 88 75 90 72 1 60 96 59 50 108 4 1 35 111 38 32 1441. 17 1 65 59 53 47 28 24 OPENING WIDTH IN INCHES 103 61 50 103 1 103 61 61 49 49 • 1 x4x.125 _ NING WIDTH IN INCHES 4 Anchors 50 : 60 1 70 1 80/1 90 1 100 • 110 120 C) __ 42, 170 170 170 L 170 170 170 170 170 173 2 48j 170 170 170 170 170 ' 1%0 170 170 x.625 17 1 170 170 170 170 170. 170 170 54 170 ' 170 170 170 — 162 r 158 157 157 170 170 157 1 134 127 124 122 170 160 141 128 119 112 108 106 170 145 127 5 106 100 96 93 - 72 142 120 I 105 95 87 81 77 74 I __ 76 120 102 1 90 81 74 69 6S 63 78 111 94 83 74 68 63 60 .57 53 49 48 43 39 37 1 3 38 35 32 30 30 27 24 22 20 22 20 1 19 103 1 103 61 81 49 49 44 35 28 19 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 130 160 170 170 157 122 106 92 72 61 55 42 33 27 18 16 103 61 49 1%0 170 170 157 122 106 92 71 59 53 40 31 24 16 1. C Robert L Clerk. P.E. P.E. *39712 Structural Vertical Mull Mull Length O -•-i Width Horizontal Mull 1 I Opening Width 1 ~ Length Multiple Mulled Units Mull Length \Opening Width Appao'EO AS G 4PtYNO NTH n@ sr • • . y • DIVISION • MONO CON connwtcf ACC ie en 0o 090 e..r Itmd — CAPI its re: '" 4/28/00 PRESSURE CHARTS 1" STD. WALL MULLION SOX s,l../emisC a..ry No. '° n ° 3343 Moro a a � J J 4274I MULLS NTS 5 .'5 I 6620• M I A M IDADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titbd "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing thc Miami -Dade County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami -Dadc 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 mnewal 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 terminaeion and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc 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 thc manufacturer or its distributors and shall be available for inspection at the job site at thc cequcst of the building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Roc]rigucz. NOA No 02 -0305.02 Expiration Datc: May 20, 2007 Approval Date: June 27, 2002 Page 1 LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PV8 OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONF GURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL; MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15` SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIREO. 6. REFERENCE TEST REPORT: FTL -1969 --J 0 1 1 / X f 53" MAX HEIGHT 58 1/4" MAX FIXED LITE DAYLIGHT — OPENING 74" MAX WIDTH 33 5/8' MAX 33 5/8" MAX DAYLIGHT -- DAYUGHT OPENING OPENING 8" MAX 1 I 8" 4" MAX —I T- 4" MAX ITEM 1 FLANGE FRAME „AMB Alum. 6063 -T5) 612225 2 ALUMAX 2 FIXED MEETING RAIL Alum. 6063 -T5) 612228 1 ALUMAX 3 SASH MEETING RAIL Alum. 6063 -T5) 612229 1 ALUMAX 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 ALUMAX 5 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 ALUMAX 6 WINDLOAD ADAPTER (Alum. 6063 -T5) 612236 1 (® midspon of frome s ill ALUMAX 7 FLANGE FRAME HEAD Alum. 6063 -T5) 612237 1 ALUMAX 8 FLANGE FRAME SILL (Alum. 6063 -T5 612238 1 ALUMAX 9 FRAME SILL ADAPTER Alum. 6063 -T5 612239 1 ALUMAX 10 SASH TOP /BOT. RAIL Alum. 6063 -15 612240 2 ALUMAX 11 SCREEN RETAINER (Alum. 6063 -TT5 1/8 6532377 1 ALUMAX 3, 13 5/16' (.350) LAMINATED USING (2 1/8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL. (Alum. 6063 -T5) 612244 '1 ® midspon of vent) ALUMAX 15 10 x 1.000 Ph. FI. SMS 710X1 4 Windload Ado ter screws FASTEC 16 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti -lift chonnel MERCHANTS FASTENER 17 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 8 1 per Glazing Bead TEAM PLASTICS '7318 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws MERCHANTS FASTENER 4 (when using 2 Sweep Latches) 7§ x 1.000 PHI.. P.H. SMS 781 POA 22 (Frame/Vent asst'. screws) MERCHANTS FASTENER 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. rail) MINIATURE DIE CASTING 2 if height is >= 42" 70250 3 1 ®midspon 2 1 4 from ends MASTER TOOL 70251 3 1 ®midspon 2 1 4 from ends MASTER TOOL 2 ® eo. end of vent top rail) MASTER TOOL 7BRWHL2 4 2 per Roller Housing) 61062W 2 Ovent top /bot roils & mtg. roil) 62899 6TP249 1 (® vent jamb roil) 57" MAX VENT DAYUGHT OPENING SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP PULE VINYL DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TY ( WINDOW WIDTH 26.500 r 41L ItJ � �1 V7. PE A OR B DETERMINATION (SEE NOTE 1) B B 44.000 53.125 26.000 A A A A A A A A B N B B HT A A B -8/ 63 Robed L. Clark. PE PE ++.971.1 Structural V.T. g T IN U RIGS 1070 TECHNOLOGY DRIVE NOXOWS. Fl 34275 P.O. BOX 1529 NOKOMIS. n. 34274 OTY. /LOCATION Raw) By: F.K. Wend o F.K. brown 9y: D.B. o...,wt OX ELEVATION & B.O.M Itch: ALUMINUM HORIZONTAL 5er... /uoa.I HS - 710 Dote: 11/5/01 Dot.: (/29/99 Dec 2/16/98 NTS DOW CORNING TEA TEP.1.1 P LASTICS R.w.ionr. UPDATE FOR RENEWAL C —NO CHC THIS SH sn..r 1 w 4 VENDOR VINYL - TECH /P.G.T. SCHLEGEL CORP. orownq Na 4112 VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 FS7826- 187 899 TP -249 . (LG. MISSILE) SLIDING WINDOW R.. EXTERIOR MAX. MEIGiT MAX. FIXED LIT DAYLIGHT OPENING 2.710 ROUGH /— OPENING .500 VERTICAL SECTION MAX. VENT DAYUCHT OPENING ROUGH OPENING 2.784 .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS — /77/A r�� Robert L. Clark. P.E. PE $39712 „V mural- MAX. DAYUCHT OPENING MAX. WIDTH HORIZONTAL SECTION .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDU TRIES 1070 TECIINOLODY DRIVE NOKOMIS. R 34275 P.D. BOX 1529 NOKOUIS. R 34274 2.643 --T 1/8" HEAT STRENGiHENEO GLASS 1/8" HEAT STRENGTHENED GLASS Road B: F.K F F.K. D. B. r. S.�ea/NOahh. HS -710 EXTERJOR MAX. DAYLIGHT OPENING OM 4: 11/5/01 5/22/02 Dan: 2/16/98 NTS .705 Regiooar ADD GLASS DETAIL Rowa%on C -NE CHG THIS SHIM 2.784 .500 SECTIONS & GLAZING DETAIL PItODUCT REVISED eaap171p� R Ns • -. 02 •/ 2 a 4 ROUGH OPENING ALUMINUM HORIZONTAL SLIDING WINDOW O.a.uq N4 4112 C APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ /12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORINQ 3/16" OR 1/4" TAPCON W/ 1112 110 (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX., SHIM • 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x W000 BUCK TYPICAL HEAD SECTION WOOD ANCHORINQ 1110 W000 SCREW APPROVED 2x WOOD BUCK TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 1/4" MAX., SHIM #10 WOOD SCREW 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HO (SEE NOTE 1) 1/4" MAX. SHIM 1/4 MIN. Robert L park. P.E PE 839712 Gm APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 NDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMEL FL 34273 P.D. BOX 1529 HOXOWS. R 34274 1 1/4" MIN. 1/4 " MAX. SHIM—+{ ae.ra F. . Eroea AK 0.8. r. 544•0444 44 HS -710 #10 WOOD SCREW Data: 11/5/01 722/02 2/16/98 D.w peen: ANCHORAGE APPROVED 2x WOOD BUCK ALUMINUM HORIZONTAL SLIDING WINDOW sew: NTS TYPICAL JAMB SECTION WOOD ANCHORING UPDATED IX APCON DESK. 3 ar 4 Drawing 1 1/4' MIN. reuuucr ME VISI:n mosatxxliat WO Oe F1.Wr U`e Cade Aea.PUew Ne EybWee 4112 a . ti - -1 f•- .705 1 .062 2.784 L - 1--- .737 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 ---j f-- .678 .050 - Q 5/'6" GLAZING BEAD 1.187 --I .062 2.074 0 FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.187 .062 - I II - .723 .688 -•-.1 h- © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - .062 �-- 1.403 FIXED MEETING RAIL 6063 -T5 ALUM. Q62 1.183 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 0/a Roten L. pork, P.E. PE 139712 SweglNral O SASH MEETING RAIL 6063 -T5 ALUM. .062 1.373 L.- I7 2.710 --{ O FLANGE FRAME HEAD 6063 -T5 ALUM. INDUS IES 1070 TECHNOLOGY DRIVE 14010)105. FL 34275 P.O. BOX 1529 NOK01415. O. 34274 (...e nr F.K. Orson F.K. Q SASH SIDE RAIL 6063 -T5 ALUM. Dee. x/5/01 5/22/02 Dow 11/2/01 s.A../uosee raft: HS -710 NTS Osseripliow EXTRUSION PROFILES Shoot: 4 et 4 .062 -- 0-Ik-- 2.094 1.122 T 2.710 -a-{ ® FLANGE FRAME SILL 6063 -T5 ALUM. (bosons: reru SHT C —HO CHC THIS SHT mover es%imp se amiebbla oda die theft e mpees W • - • •A • : • II'.177 t MI. Dude Predict Cam ALUMINUM HORIZONTAL SLIDING WINDOW Ora*. No. Rev. 4112 C } 1-11 ;0.,te; 3koris PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) / loge 5' /..S7 d// �?- S e 7 9 Tax Folio //5Q /5 ✓o7 f Date Job Aces s 4 - • a [s 23�L.z2 Legal Description M n/L1i hO/?t 3f / /00E/ Zr 22& Master Permit # Contracting Co. State# Architect /Engineer Bonding Company Mortgagor vlq/A/e Owner / Lessee / Tenant 11SP -v2 Owner's Address A/ /VC 83.7 Qualifier ,/, -'G( SA Phone 3o'S 7S7 cl rS Permit Type (circle one): BUILDING WORK DESCRIPTION /2- .,c9. // Ss, R. L ' /yc&L.e-S Square Ft. Y Pdati/A!C 4%Wt4 Address i' y' 7e&-. s/— Competency # / c t / ) ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN 4/( - \4.1 -0 1) b WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. DaEe.: a„Liq ,Owner and /or Condo Pr Notary as to Owner and /or ondo President My Commission Expires: * * * AOTARY PUEkIC STATE1QF FLORID f; MY COMMISSION EXP S T.26,199 PERMIT FEE: APPROV $vDED THRU GENERAL INS. 'ilp Zoning Building Mechanical Plumbing Address Address Address Estimated Cost Sig ature o Date: 104gf Phone 7S/ C Other Electrical Engineering ontractor or Owner-Builder -_ 3 Notary as to Contractor -or -- Owner- Builder- --- - - - -- My Commission Expires: * NOTARI PUBLIC STATE OF F RTWfi MY COi4ISSION E P SEPT.26',1904, BONDED THRU GENERAL INS. UM._