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WS06-1923MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build Ong or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.... � Owner's Name and Address < n "1®' /- .. e- ' ;,/ _ No.. 1 . Street . 6 ' _ r :1�i��L = C_. Registered Architect and /or Engineer if E � `.'� r ! ..� .:.:. ... .......:...:.:: „..,..,:.,,:.- sass.. Name and address of licensed contactor '\l// / ?:c...._ -.G L / c- r ' • 11 // ` ..,lr!L /Sc L. / Location and legal description of lot to be built on: /4 a )/4 7. F r' `y/ i ' , , 541t7- S Subdivision ( ..../`�!.!R:_ L!. � _� ... ..0 t1 1 • l?i! 1� . Street and Number where work is to be done L L.L A f / Lot. A Block 10 State work to be done and purpose of building (by floors) I.J!. Z(1Z 4 C C_•t L-- l;",G 4�y .and for no other purpose. .� 4 L ' , Y New Building Remodeling. ..; .� F ,,. . Addition. .. ' Repairs No. of Stories To be constructed of Kind of foundation ,s Roof Covering Estimated Total cost of improvements $.,,.f' 0 , a U Amount of Permit Zone cubage required _.___._.._plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with referen o the building and its construction may STATE OF FLORIDA, COUNTY OF DADE. ss. be sent to.. . ,1) .c'. _4:, 7 / The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) -4 ����� "tO A; �' f Disapproved Dale (Signed) _ B uilding Ins r ctor Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.._. .._._ _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. -2 `r= Permit No. Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairinan Member Member Member Member sass.. _---- ._--• - -_ ._.__ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION DATE FEE TEMPORARY SERVICE $ BEAMS & LINTELS ia• y !'• ,' , F 1/— /+s SEWER s I FRAMING SOLAR HEATER $ GAS $ $ INSPECTIONS FINAL BY RE- INSPECT BY RE- INSPECT BY ROUGHING CLEAN -UP • "J e. f ( GAS PERMIT NO. 2 -i = - DATE FEE $ if ir.f. 1 ° NEW BLDG. ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK ‘ A_ :, J 1 • $ SEWER s I $ . SOLAR HEATER $ GAS $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING C• )r)., • "J e. f ( GAS 1/M-3 4� '�� --- SEWER SEPTIC TANK , SOLAR HEATER FIXTURES CONTRACTOR r..: \ PHONE PERMIT NO. DATE FEE $ NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE 1 e.'% `_, - .1 ROUGHING 1/M-3 4� '�� --- H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL r PLUMBING PERMITS & INSPECTIONS CONTRACTORS APPROVAL TO POWER CO. FOR SERVICE DATE BUILDING INSPECTIONS ELECT CAL PERMITS & INSPECTIONS P B OWNER•S NAME J.H. Fowler PRESENT ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 588 N.E. 101st Street LOT 1 -2 BLOCK 103 SUBDIVISION Sec. 4 GENERAL CONTRACTOR :;arll Construction Co. ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. 2390 DATE -20 -55 PERMIT FEE $ 24,00 BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE 28,725 CU. FT. EST. COST S 202000 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY DATE NEW CONSTRUCTION TYPE i STORIES I ROOF CONSTRUCTION CBS 1 1 I ti• e INTERIOR CONSTRUCTION oak and cement tile,pleter t REPAIRS DESCRIPTION Walla turd eelllligb 3bdrm/- 3baths- powder roam- living room Fla. room - dining area- kitchen- ,. ALTERATION • •14 •$• •_ •• 11 a •. - ' - 1 PTION Af]f]ITI()N SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL APPROVED REJECTED REFERRED TO COUNCIL C . CERTIFICATE OF OCCUPANCY NO. ISSUED BY • TO REMARKS BUILDING PERMIT AND INSPECTION RECORD - MIAMI SHORES VILLAGE REASONS Issue Date: 7/19/2006 Owner's Name: MANUEL.GARRIDO Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 688 101 Spur NE Miami Shores Village, FL 33138 Contractor(s) E R CONSTRUCTION Phone 305 - 220 -0628 Primary Contractor Yes Comments: REPLACE ALL WINDOWS DOORS ALL IMPACT Additional Information Expires: 01/15/2007 Type of Work: WINDOWS AND DOORS No of Openings: 16 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $6.00 $5.00 $260.00 $12.00 $6.50 $307.50 Building Department File Copy Ap' tcant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -7 -06 -1923 Phone: Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final 1132060172070 0 $ 30,000.00 Invoice Number WS - 7 - 06 - 25622 Total: ()- Amt Due $307.50 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. DESIGN LOAD CAPACITY - PSF AVERAGE WIDTH INCHES DOOR HOGHT FT. /IN. GLASS TYPE 'A' GLASS TYPE 'B' & 'C' EXT. ( +) HT. ( -) EXT. ( +) INT. ( -) 32 33 34 35 36 7/0 62.0 81.0 - 62.0 81.0 62.0 78.3 62.0 81.0 62:0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 36 8/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 79.2 62.0 69.8 62.0 78.3 62.0 66.5 62.0 77.6 62.0 63.1 62.0 . 75.5 NOMINAL WIDTH • FRAME WIDTH LEAF WIDTH OAYIITE OPG. 2/6 (X) 31 -1/2' 28- 11/16' 18- •15/16' 3/0 (X) 37 -1/2' 34- 11/16' 24•- 15/16' 5/0 (XX) 59 -3/4' 28- 11/16' 18 -15/16 6/0 (XX) 71 -3/4' 34- 11/16' 24 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT OAYLRE OPG. 8/8 79 -7/8' 77 -3/8' 8, -5/8' 8/0 95 -7/8' 93 -3/8' 83 -5/8' Z W SURFACE APPUED FALSE MUU11NS WAY BE USED (XX) a MAX. 0 J TYP. (x (ox) II \7/16' Q \ LAM. LASS II \ II 1 24 3/4' D.L OPG. 34 11/16' LEAF WIDTH (XXO) (OX X) 12' MAX TYP AT HEAD /SILL 3 ANCHORS RECD. ALL INSTALLATIONS 11 71 3/4' FRAME WIDTH 144• FRAME WIDTH I 1 � J 1 r 7 /16' IAM1GLASS 11 n II 32 1/4' D.L OPG. II MUWON SPACING TYPICAL ELEVATION ( Xx00 ) TESTED UNIT AVERAGE WIDTH - W1 + W2 (FOR COORS WITH SIOWWTES) 2 W1 W2 w1 w1 W2 W1 ! I I I I (XOO) (COX) \ (OXO) 1- 32 1/4' D.L OPG. APWA•d a coop** •W t!• Florida 8•Nhtx Co* Date ,,A?R1L Il, Z MOMO- p 7Y 9 .7,) Mlsa! Dols Tr:4W OMNI 177 144. I. Lk. (OXXO) • •. • • • W11 W2 I_ I • • • 9 • • • • • • • • • • b m • / • • O 01 •• ••• •• • • .• • • • • • ••• •• MAXIMUM DESIGN LOAD RATING = + 62.0 PSF ( FOR DOORS WITHOUT SIDEUTES ) - 81.0 PSF HEIGHTS: WIDTHS: DOOR LEAFS CAN BE GLAZED WITH TYPE 'A'. 'B' OR 'C' GLASS FOR MAX. LOADS OF +62.0 & -81.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. o THE SIDEUTES CAN BE ONE OR TWO MAX.. AT ONE SIDE OR BOTH SIDES OF 000RS. (Ooxx) (XX00) DOORS /SIDEUTES GLAZED WITH LAMINATED 'GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS WITH SIDEUTES LIWT WADS AS SHOWN BELOW. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. . ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Ergr: Ori. HU•YOIIN FARO6C STRUr:T: :1 E! Fl• PE / 16557 FEB , 1 2.00% C 4 v .0 a 0 z 0 d V d 0 2 ,.J 5 t drowing no. i wol -2o na #8 X 1' FH SMS AT 6' O. :. TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY OR 2BY - woo° BucI TYPICAL ANCHORS SEE ELEV. FOR SPACING J • • ••• • • • ••• •• •• • • • •• •• • _TYPICAL ANCH RS • • • • • • • • • SEE E. FHI SPAC�IG • • • • • • • • • • • • • • • • TCIL ANCHORS SEE ELEV. FOR SPACING 1r• 18Y OR 28Y — WOOD BUCK • • • • • 15• %• • • • • • • •• • • • • • • ••• • • • • • • • • • • 1' FH SMS O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING • N •• 2 • . • N . • • • • • • • • •. •• • 0 • • t• . • w' • • • . Y UUV *LI r .... IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy • 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. tao pa SMS OR 1/4" DIA. SELF DRILLING SCREWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4' DIA. TAPCONS (BY ELCO) 1 -3/4" MIN. TOTAL EMBED. (WO(D +SUBSTRATE) THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4" DIA. TAPCONS (BY ELCO) WITH 1 -1/4" MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR MUWON (STEEL oR ALUM 1/8" MIN. THICK.) 114 SMS OR 1/4" SELF ORILUNG SCREWS SEALANTS: FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN (ngr: OR. HUMAY0'JN FAROOQ STRUM:RES FU. °E • 16557 FEB 1 1 2102 N m z 9i 0 Far 8 W N ae K) K/ Un J X3 1 ` E3 g V Q R W OL 0 c 0 0 m T ,0 0 0 0 u O 0 0 a c 1 drawing no. WO1 -20 (sheet 2 of 5 1/4' MAX SHIM TYP ACTIVE LEAF 0 O.L OPC. LEAF WIDTH /8 x 1' FH SUS AT 11' O.C. 7 DOOR WIDTH • 1 m ria r4..„.... L ____ • • • • • • • • • • ••• • • • • • • • • • •• • • • FRAME WIDTH • • •• VAC • T.IVE LEAF • • • • • • •• • •• • • • • • • • ••• •• O D. LO. D.L OPG. Engr. OR. HUMAYOUN FAR000 STRUCTLRES F.A. PE / 16557 1111111 iiL-c- '''''iTili 1 x • FH SMS_1 AT 8' O.C. n 1 b drawing no. WO -20 (sheet 3of 5 1/4' MAX. SHIM SPACE 13= 3 tg 40,f TYPICAL ANCHORS — SEE ELEV. FOR SPACING IBY OR 2BY WOOD BUCK 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING FLUSH BOLT OPERATOR ON ACTIVE LEAF 1 Appeared as camate Fluids weds Fl thee APRIL IIA? NOAA Dl -077- AP lithal O•& hydra Cabal • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • • • •• • 1luSH BOLE OPERATOR+ • • • • • • ON INACTIVE LEAP • • • • • • • •(CONtEALED) • • • • EXTERIOR ••• • • • • ••• . FEB 1 1 2002 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM 1/4' MAX. SHIM SPACE U_ z 1 z • s3 03 f1 w CC ge) E 1 • zr... u I• c ITEM / P PART / • 1 REOD. D DESCRIPTION M MATERIAL M MAN � •• I j j5ly aBO9 2 3 3 /OCOR F FRAME E� /JANB 6 6053 -T6 - � E 1 OF S r 4 2.125 1 .500 1.750 .062 TYP. 4.000 - i F.078 TYP. 4.000 fUL- {- 2.015 -I FRAME HEAD /JAMB r� 3 WEATHERSTRIP ADAPTER 1.750 --{ TOP /BOTTOM RAIL 1.375 .062 TYP. --�j -� 4.000 THRESHOLD 1 .718 F J .625 Ti F- 1.371 -4 - � SIDE LITE GLAZING BEAD F.078 TYP. 1.827 i 3.999 • HINGE STILE IN' t.' -.078 TYP. 1.500 .375 1.000 .470 GLAZING ADAPTER (SIDEUTE) .062 TYP. 2.281 1.656 1.---- 4.156 1.750 .203 .844 5481 .272 GLAZING VINYL 526 I .334 - 1.058 GLASS Si 1.464 .875 1E250 +1 1.214 7 0.499 .466 -R 1-- GLAZING ADAPTER (DOOR) 1-1.95 8 1.579 F-- 1.823 F- 1.547_1 • ASSEMBLY STIFFENER P2.093- 1 I � SIDE LITE JAMB `.078 TYP. 4.687 LOCK STILE 250 2.070 1 3 PIECE HINGE N 7 010 -24 X 1/2' FH SELF DRIWNG SCREWS •• • • •• • • •• • • • • • • ••• •• • • • •• • • • • •• • • • • •• • Appf wrd b �mOb1 •MC th• Nu APR I 04 DMA's b1 - 0721'•/0 Miami Dade htdrrt Cooed Midas 4.1 1. 11e4.Ld4 3/16' ANNEALED GLASS .090 SAF -CLASS POLYCARBONATE INYTERLAYER 3/16' ANNEALED GLASS z 2 7/16' OVERALL LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' 0 7/16' OVERALL LAM. GLASS BY 'SOLUTlA INC.' GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' Engr. DR. NUMAYOUN FAR000 STRUCTURES M. PE / 16557 FEB 1 1 2002 3/16' HT. STREW) CLASS .130 GLSSLAM SAFETY PLUS INTERLAYER 3/16' HT. STREN'0 GLASS z W 2 drawing no. WO 1-20 sheet 4o1 5 t FRAME TOP CORNER FRAME BOTTOM CORNER • • 41•. • • • .0• 4141 4141 • • • 4141 4141 • • • ••• • • • • • • • • • • • • • • • • 4100 • • 4141. • • 000 • • • .. •• • • • • • • • • • • • • • •• • • • • • • •.• • 4141. • •• .. • • • .. .041 .. • • • • • • • • • • • •1yyi•+te rse Florida % diot Ca* Date AMI.t►,Z4 NOA• Or - P? sr. Ja 2 D M lal DN. Pradw a Co.bl 22 By tr tta / aelnd‘• DOOR LEAF CORNER Engr. OR. MU WYCUN FAROOO STRUCTURES FUl PE 1 le,s57 FEB 1 1 2002 C 0 .NI o � 7 ? 1 c 0 n >- a 0 0 ' 0 - c • n 1 c drawing no. WO -20 (sheet 5 of 5 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (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 NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41 St Miami, FL 33166 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — Impact Resistant APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •.•• • „• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, f stete anti • following statement: "Miami -Dade County Product Control Approved ", unless otherwise notgil jriv in. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and bhere fins been net 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 revi ip q�change,ip the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor$eftit of an '..' .' product, for sales, advertising or any other purposes shall automatically terminate this NOA. $ailur•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, Floda,.atsd follo� e,by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, theft jt, ght(1 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 # 02- 0212.04 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 Manuel Perez, P.E. NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Page 1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3 of 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by- side series 510 aluminum fixed window, prepared by Hurricane En & Testing Lab, Inc., Test Report No. HETI- 02 -1145B dated April 30 , 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02- 0826.03) C. CALCULATIONS 1. Structural mullion and anchorage calculations prepared by Al- Faropp. Corporation, dated 12/06/95, signed and sealed by Humayoun Farooq, I.E. •• (Submitted in NOA #99- 0331.02) D. • .. • • • • • 2. Anchor Calculations and structural analysis, prepared by Al Farooq 2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted M 'WA #02- 0212.042) •••• QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 atir, dated • • • • • •••• • • •• •• • • • • • • • • • .. • • .. • • • • • •. • .... • • •• •• ••• • • • • Manu. ez, P.E. Product Con fir' xaminer NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 • • • • • • • • • • • • • • Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Letter from Gopi Glass Sales & Services Corp. engineer , dated 04/24/03, requesting a revision to their current approval and the items to be revised and supporting evidence, signed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0212.04, issued to Gopi Glass Sales & Services Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on 03/28/07. E -2 • • • • • •• • • •••• • • • • •• •• ••. • • • •••• ••• • • • •• • Manu ' er Product Control E NOA No 03- 4.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 • • • •• • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • .... • .. • • • • • • • ••••• • • •••••• • • • •••••• ••••• • • ••••• • • •••••• • • •••••• • • • •••••• • .• • • • •••• • • • •• • • • •••• •••• • • • • • • •••• • •••• 4.000 5.000 6.000 • •• • • • • • • • • •••••• • • • • MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STFP 1 STEP 2 STFP STFP 4 STEP 9 STEP 2.000 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 3.000 — 4.000— 1.000 MULLION CLIP (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULUONS. .125— 1.690 3.750 MULLION CLIP (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. .125 2,000 L Imo- 2500 I ANGLE CLIP (6063 —T5) RFCTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE 2. ALL GLAZING PRODUCTS USED WTTFI THESE MULUONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 4. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 5. ALL MULLIONS TO BE ALLOY 6063 —T5. 6. A 33R INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. 2.500 Engr: . HUMAY0UN 000075 PRODUCT REVISED STRUCTURES T.... PE # 18757 a8 edogpith16e I'ladide Beidi mg gC Cade _____________ AceepMaoee No Ir - 4 I , . , radon Date : Erfaryl: lI IO , ; Miami • .1 Miami Cm NOV 0 7 2003 Div1s" 10 7.00 5 (5 Z oc g t N N W 8 R O E xx O E Uz n n O a <' Oah2N W w I zul -'. 0 .] J W - 2 0 ii drawing no. M95 -16 sheet 1 of 3 • •• •••..• • • •••••. • • • •...•. •..•• • . •.•.• • • 000000 • • •.••.• • • • •••••• 4 0 P H r IO 0 IR m 4 20 • .. • • • •••. m MULLION LOAUGHART 1 ■■u■■■ 229EI NI■■e■■■ ■C1 ■ ■ ■■MRMii ■ ■■ ru : mirma ■ ■ ■■■■ oCL11111■■VR 2121■ � ■■ � 1 ,IU■■■ 2121■ Mi1Q. ■1allii llI■■■ 11■ii1■■oQa ■■ ■■ 11a ■..111MME ■■■ •■ •0�2r11■ ■■ •'1i,1M■■■ ifiiiiM■ ■■ ili&MMa.es■■■■ • 2LQ!■■anagi ■■■ \rrC99■■■►■■•■ ■\ \2121 ■ ■ ■ ■\ \2121 mmutra■ ■ ■ ■■■■m ■I■■■.■■•■■■■ 20 30 40 50 h0 70 TRIBUTARY WIDTH - INDMEB MULLION LOAD CHART 80 mismimmokiggsi 11♦u■■■■■muumm 1\'121,11■,\■■■.■■„ ■ EMEM ■■■„■■■ \I■ ■■s■\■■■i■ ■■,11 ■ME ■■M■■ ■111111, ■111■■,■■■,■ EMEEMEEMME E 1j■MINE■, ■■■ irI ■�I 11■►W■s■��■■r ZUM EM■M■M■M■■ ■\■ ■21\ ■\`s■■\■ ■►� EMM ,1f'U!4,111'■,■■„■■ ,21„21,. ■o■■EM■ ....■►■■ MEM MENEM21■►■■■ \7\\■\■■\`\■■►\ ■M■■■■■■\■■■ MOMMEEMEM 30 40 50 50 70 TRIBUTARY WIDTH - INCHES _ ANCHORS TYPE Ae, OR C HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT 1 GLAZING PRODUCT MULLION SPAN 8H N U( m M+ tarn roil. MULLION LOAD CHART L ".3'.1 /e' ALUM. TLBE ►11►11111■■■■M21■ iviluhili 30 40 50 50 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2•341 /13' ALI1M. TIBE Iai m m EEMW■■-■N■■■■ 11.1111\■\■\\�■■\\■■ �■ 1�'\,1 ■,1I ■ ■►Y EMMM■ „11,1■.■.■, ■ ■1'.■ W■ ■,1f■„■■,■■,■ ■1111 1M111 �1•■■, .1,\111 ■ 1a, ■EME 11,. ■■ 1\\1■ME■\■■►E■ \1■ME ■E■EE■■Es ■M■■■■:■■■■■ ■,\,\■.■.■'■'.■■ ■1\ ■1,■, ■11]' ■11),■ ■■►.■.■.U..■■- ■ ■■a■a■►E■.E■ ■■■MMUM\■■■ ■■■■ME■EN■Ea■ ■■■■■ EUEEME 20 30 40 68 68 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH = wI + W2 2 TYPICAL MULLION ARRANGEMENTS VERTICAL MULLION 80 1* 9 n 28 20 ANCHORS TYPE A.B. OR C GLAZING PRODUCT GLAZING PRODUCT MULLION LOAD CHART 1'.4'.1 /6' ALUM. TUBE l mmmok L 111111111111 II1,■1111■,■„■■■ Imu..■w■■s■■ NUMEMEMEME ■„■■■,W■,■" ■ U►\■■\■im■ \. i11■1111,11■■U■IM■ EMEMEMEMEE MMEMMEME MEME ■ ■ ■■. ■ ■\ ■\■\■■\,■\Es ►�,■�■.■■ ■. -2121■ 30 40 66 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 35- c/0 ANCHORS TYPE A RRT•4A 38 40 80 60 WI W2H OR CC CALL 01R1 70 TRIBUTARY WIDTH - INCHES e0 a 0 a o H r O1 O m 20 MULLION LOAD CHART immmemignim 20 30 40 50 60 76 88 2'AT /O - ALUM TU45 ■ ■V ► \ ■ ■L°.,m TAR ■■111M�1111■■ ■'3131► ■■►\■■M■■■■■■ nommEm■n■.■■ II■■, ■,■III■ ■.■■o■m ■o m©■ ■M ■ \1■\ ■■ ■,\i/•■,■,■■,■ .■. ■ ■11211■, ■" ►11M■■■■■■21•11 ■■■►■■■■\■■►. ■Mil uommo■■ ■11 ■■■■•••■\\ TRIBUTARY WIOTM - INCHES ANCHOR LOAD CHART ANCH0R5 TYPE 0 a(T - R 30 40 60 60 70 80 TRIBUTARY WIDTH - INCHES H 0 m m M FOR ANCHORS DESCRIPTION SEE SHEET F 3. Engr•. DR STR . IIUUCTURES MAYOUN FAR000 FLA. PE NOV 0 7 2003 MULLION LOAD CHART 2•.4•.i/8• ALUM. MOM. OEt4 N • m TUBE - - -- — xR1 ► \■ \2111■ 2121 \1■■1IMMODEM■ ■►I■■■iu■■a■■■■ 2111131111E ■■■■■■ MOMMINIMIKIMME IIIMMINIMMENUM 1 \ ■M„■■,■■EM■ ■■■MEMMI LI■■► .■„'11•■„ ■'Ti7eM■'■ MEEK■.■■,■■■■ ■ OMME■■\■■■ 1110EI\■■■►■■I\■ ►\■\■E■■■EM■■► MiMEMMIEM ■ EREME..■ ■ ■.■ 20 30 48 60 60 70 88 TRIBUTARY WIDTH - INCHES 20 10 40 ANCHOR LOAD CHART -5 ANCHORS TYPE C 66 60 70 TRIBUTARY WIDTH - INCHES 86 PRODUCT REVISEII o rompb+M6 with the Fioride B olding Cale pecepten(r NO l - A �u vallou Dau !! /;l.Trjl. By ✓l. {•:.T, -•e Rndoa aatrol1 n V) Z O 2 c 0 N v ,c . A 0 6 draw ing no. M95 -16 sheet 2 of 3 • • •111.• • • •••1•• • • • .1••.• ••••• • • 1 111• • • •••••• • • •••••• • • • 1 111.• • .• • • • •••. • • •••• • • •••• • • •• •• • • • • • •• 2 X 2 X 1/8' 111 AI•IM ANGLE •••••• • • # 14 &M.S. • 2/ ANGLE • •• • MULLION 2 X 2 X 1/8' ALUM ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG PRECAST CONC. SILL • AA • • • AN has TYPE 'A' • • ••• MAX. 1/2' MN. EMBED INTO WOOD 1/ ANGLE 14 S.M.S. 2/ ANGLE \ NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ANCHORS TYPE 'B' 14 S.M.S. arr. AS PER TYPE A B OR C # 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE ONF PIFCF CI IP ALTERNATE TO ANGLES ALL CASES In ANCHORS TYPE 'C' 1 Il enumul000moonuu• Al 1 1 8 111111 toto{ m om n1 1111e.. MUWON 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 3 -5 /8' LONG Enqr. a1. FIUMA';DUN I AR000 STRUCTURES F1.A. PE j 18557 NOV 0 7 2003 D' D' .,NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE d CONCRETE OR CONC. FILLED BLOCKS ��11;i111111141111111111111111) WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. PRODUCT REVISi3 in plying with the F1ort Baidh Code Acceptasee No iratloa Date Dade Product wird 2007 z m O° F 8 N O z 44 0 85 U f :I o CD 0' z O ° m p tY N 0.j vi E2 Pk C 5 Q W N 2 � sheet 3 of 3 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems 7040 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, with revision date 8/26/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • ••••• • • • •• •• •• •• • • • • • • • ••• • • • • • • ••• • • • • gI tMI pAI E DOUl�i' i, FLoI 1py • • METkO:DADE FL'71GL•ER BrJn D]Nc • • 140 WEST FLAGLER AWE?, SUITE•160S•' MIAMI, FLORIDA 33130 -1563 (305).35.9Q1 ,FAX, 5305) 375-2908 • • • • • • • • • • •• • • . ..•. • •• • • • • • • • • • ••• • • • NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 Page 1 .•• .• . • •• • • . . •• ., '• • • • • • • • ... • • • • • • • • • • • • 010 • • • • ... • • • •.. • • • • Florida Window Systems • • • • • • • • ; • ; • ; • • • ...• • • •.. • • • . • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • (For File ONLY. Not part of NOA) • .. ; ; • • • • • • •.. . • • • . • A. DRAWINGS • • • • • • • •• • • • • • ... • 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 5. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 Florida Window Systems E -2 • • ••• • • •. . •. • • • • .• •. '• • • • • • • • •.. • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) ••• • . • • :•• • • 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 203 ' • : • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E. 7. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1234 dated 7/3/02, signed and sealed by Rafael Droz, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1702 dated 7/8/02, signed and sealed by Rafael Droz, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300 -97 and structural analysis, by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0524.06 issued to Glasslam NGI, Inc. for "Safety - Plus Laminated Glass" dated 9/21/00, expiring on 9/9/03. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5 /17/01, expiring on 5/21/06. E. STATEMENTS 1. Statement letter of conformance, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. F. OTHER 1. Letter from the consultant sating that the product is in compliance with the Florida Building Code (FBC) Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 • • • • • � • i r : • • 84 • •• eH,N3A ' 1 i' Is �L 1r� r It \ tit �= \ I 'Jdo "1'0 I . _iJ 11 ' / / « • ri / 1 i r II • • 000000 • • • • •••••• • • •••••• • ••••• 00000 • • 000000 AT EACH SIDE OF IMPOST SEE•CHART ON SF y,, ACE AP tit • • • FALSE S• O MIlj11L • •••••• SIUCONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al' • • LOCATION F EXTRA ORS • 1/8' ANN. GLASS .060' INTERLAYER GLASSLAM SAFETY —PLUS .010' PET FILM .060" INTERLAYER GLASSLAM SAFETY —PLUS SILICONE DOW CORNING 995 GE 4000 13 1/2' MAX. HEAD /SILL 8 ' 2 1/2 SIUCONE TREMCO TREMCLAZE S -500 1/8' ANN. GLASS 1/8' ANN. GLASS GI ASS TYPF 1/8" ANN. GLASS .090' INTERLAYER SAFLDVKEEPSAFE MAXIMUM SIUCONE TREMCO TREMGLAZE S -500 TYPICAL ELEVATION 1LoILD UNIT GLAZING OPTIONS SILICONE DOW CORNING 995 GE 4000 1/8" HEAT STREN'D. GLASS .060' INTERLAYER GLASSLAM SAFETY —PLUS .010" PET FILM .060' INTERLAYER GLASSLAM SAFEr —PLUS 1/8' HEAT STREN'D. GLASS GLASS TYPE 'P1' SIUCONE DOW CORNING 995 CE 4000 5' MAX. TYP. HEAD /SILL CORNERS z a ALUMINUM CASEMENT WINDOW (IMPACT) DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 4 16557 C.A.N. 3538 6 ANK•• r sill LYe Daft 0 lin Pr NOM 4Alpr74' Mimi Deft . Dh By fC THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED WITH A HEAVY BODIED BITUMINOUS PAINT OR BE GALVANIZED. 8 N 2 A drawing no. W03 -36 sheet 1 of 5 ) ALUMINUM CASEMENT WIN DESIGN LOAD CAPACITY - PSF FOR ( XX ) 512ES WINDOW DIMS. UNREINFORCED CENTER POST REINFORCED CENTER POST 1 ANCHOR AT EACH SIDE OF IMPOST 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHOR AT EACH BIDE OP IMPOST GLASS TYPES 'A•' & 'A2' GLASS TYPE '81' GUM TYPE '81' GLASS TYPE '81' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( - 26 -1/2' 37' 53 -1/8' 74" Y0• (3) 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 26 -1 /2' 37" 53 -1/8' 74" 38-3/8• ( 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 28 -1/2' 37" 53-1/8" 74" 50 -5/8' (5) 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 f 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 54.7 54.7 73.1 73.1 75.0 80.0 75.0 80.0 26 -1/2' 37" 53 -1/8' 74" 63• (5) 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 47.0 47.0 75.0 80.0 75.0 80.0 75.0 80.0 34.0 34.0 85.6 63.8 75.0 80.0 75.0 80.0 - - 52.8 52.8 67.5 67.5 75.0 80.0 28 -1/2' 37. 53 -1/8' 7h1/4 (6) 39.2 39.2 75.0 79.0 75.0 80.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 75.0 80.0 - - 40.9 40.6 88.7 66.7 68.7 68.7 N � � N 24 (3) 55.0 55.0 75.0 80.0 73.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 _ N � � b n 36' (3) 55.0 55.0 75.0 60.0 75.0 80.0 75.0 80.0 55.0 4 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55,0 55.0 75.0 80.0 75.0 80.0 75.0 BOA 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 24" 38' 48' 80' 72" 48 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.D 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 24" 38' 48' 60' 72" 60' (5) 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 43.2 43.2 75.0 75.5 75.0 80.0 75.0 80.0 35.9 35.9 64.4 64.4 75.0 80.0 75.0 80.0 - - 57.5 57.5 73.5 73.5 75.0 80.0 N M m 72' (6) 47.4 47.4 75.0 80.0 75.0 80.0 75.0 80.0 32.0 32.0 64.5 64.5 75.0 80.0 75.0 80.0 24.5 24.5 49.3 49.3 75.0 77.2 750 80.0 - - 40.5 40.5 65.0 65.0 66.0 68.0 DESIGN LOAD CA1tCI'Y - PSP FOR ( X ) SIZES 'WIND°, DIMS. GLIS9 Mr & '52' GIA55 TYPE '81' WIDTH• •BHT EXT. (jl. M. (-) EXT. ( +) 1NT. ( -) 19 -1788 ' • • • 599 4 55.0 75.0 80.0 26 -1/2' 28' sS.d • • • 0 55.0 75.0 80.0 37: 5s.0 ••• 55.0 75.0 60.0 19 -1/61 • 53.x 75.0 80.0 26 -1/2' 38 -3/8' 55.0 55.0 75.0 80.0 37' (4) All! • • • 55.0 75.0 80.0 19 - ;/t • MIS •••• 55.0 75.0 80.0 26 -•/2' •00 /8' ,5.0 55.0 75.0 80.0 37'... j • •5.0• • • 55.0 75.0 80.0 19 -• / • 45,5 • 45.5 75.0 80.0 26 -17e •• 63' 34.0 34.0 75.0 80.0 37' (3) - - 75.0 80.0 19 - 1/8' 74 -1/4' 27.5 27.5 75.0 80.0 26-1/2" (8) - - 68.8 66.8 16' 55.0 55.0 75.0 80.0 24' 24 . 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 75.0 80.0 36' 55.0 55.0 75.0 80.0 18' 55.0 55.0 75.0 80.0 24' 55.0 55.0 75.0 80.0 38 . 30" (3) 55.0 55.0 75.0 80.0 36" 55.0 55.0 75.0 80.0 18' 55.0 55.0 75.0 60.0 24' 48' 55.0 55.0 75.0 80.0 30' (4) 55.0 55.0 75.0 80.0 36' 53.0 55.0 75.0 80.0 18" 55.0 55.0 75.0 80.0 24' 4.3.2 43.2 75.0 80.0 60 . 30' (5) 35.9 35.9 75.0 80.0 36' - - 75.0 80.0 18' 32.0 32.0 75.0 80.0 24' 78. 24.5 24.5 75.0 80.0 30' () - - 66.0 66.0 • •• • • • • • •••• • . • •••••• • • •••••• ••••• • • ••••• • • • • • • • •••••• •••• • • • .• - • • • ( ) m NO. OF ANCHORS PER JAMS SEE SHEET 1 FOR DESCRIPTION OF GLASS TYPES ( ) - NO. OF ANCHORS PER JAMB A/pwmll• sstdegre6AA9 IY..s /77`.IfIL Dab NOM Missal Ds&a F. • . 1 Comm( Obis Env DR. HUMAYOUN FAR000 STRUCTURES FIA PE 18557 C.A.N. . 2 7 2003 n z ■ drawing no. W03 -36 (sheet 2 of 5 • •• • • • • 000000 • •••• • 0 00000 •• • •••••• 0 0000 • • 0 0000 • • •••••• • • •••••• • • • •••••• • • •• • • • •••• • TW ICAL AN C11 S • SEE ELEV. FOR SPAC•i• • • •• • •. • .••• • .••i• 000000 • • • • • • • •• • ••• ••• •• cc •• • • • • • • 1BY OR 28Y • • WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 7. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL Fy - 18 KSI MIN. ALUMINUM 8083 -T5 MIN. z VI 2 BY WOOD BUCK WOOD BUCKS NOT BY FLORIDA WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 3/16. TEKS OR SELF ORI1(ING SCREW$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #10 SMS OR SFIF DRILLING SCREW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. • Ar I!14' olc>cl rlr l NOM Pawl Dade Central Eng, DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16537 C.A.N. 1538 'LIB 2 7 2003 6 1 drawing no. W03 -36 sheet 3 of 5j • • ••.••• • • • • • • 0 00000 0 0000 • • ••••• • • 00 0000 • • 0 00000 • • •••••• • .• • • • •••. • - •••• • • •• • • • •• •• • • • TYPAL ANCHORS •••••• SEE ELEV. • • •••• • • 4 • z• • • • 1 ACP di 0 1BY OR 28Y WOOD BUCK • •. • • _ • • • • • • • ••••.• •••• ©• • • • 1/2" X 5/8" X 2" LONG ALUM BARS, 2/ VENT • • • • •AT 6' FROM TOP & BOTTOM • FASTENED W/ (2) 18 X 1" F14 SMS • lam• • SINGLE VENT WINDOWS 1/2" X 5/8" X 2" LONG ALUM BARS. 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED W/ (2) 18 X 1" FN SMS 1/4 SHIM DUAL VENT WINDOWS 00036 2 3 4 5 7 B 10 11 12 13 14 PART / FWS -009 FY5 -011 P15 -010 FWG -008 0102 E206 34,12,00,100 30068 21087 40068 QUANTITY 4 4 AS 9E00. AS REOD. AS READ. AS RE00. AS REOD. 2/ VENT 2/ VENT 2/ VENT 2/ LOCK DESCRIPTION FRAME VENT CENTER POST GLAZING BEAD FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS FRAME WEATHERSTRIPPING (.078 X .300) VENT WEATHERSTRIPPING (.187 X .350) 4 BAR 6010E, AT TOP AND BOTTOM LEVER TYPE FACE MOUNT LACK LOCK KEEPERS, AT FRAME JAMB FAZING LOCK ROTO OPERATOR .057 THICK CORNER KEY LOCK INSTALLATION SCREWS MATERIAL 6083 -T6 6083 -T6 6083 -78 6063 -75 ST. STEEL 5T. STEEL VINYL VINYL STEEL STEEL STEEL STEEL ST. STEEL NAND. /SUPPLIER /REMARKS X10 11 3/4' PH SMS #10 X 1 - 1/2' PH SMS ULTRAFAB ULTRAFAB 15UT6, ATTACHED W/ (6) /8 X 3/8" 5S SMS TRUTH, AT 12" FROM TOP AND BOTTOM ATTACHED W/ (2) /10 X 3/8" SS 5115 TRUTH, ATTACHED w/ (4) 18 X 3/8' 5S SMS 1 -1/2' X 1 -1/2' X 1/2" 112 X 1/2' PH SMS V TYPICAL ANCHORS • SEE ELEV. FOR SPACING STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES 9 BODIED BN LW00 MR OR BE GALVANIZED) DADE COUNTY APPR MULLION • SEE SEPARATE N0A 1/4" SHIM • 'e En90 DR. HUMAYOUI STRUCNRES { FLA PE 16557 3 CAN. 538 , )JS 2 7 2003 TYPICAL ANCHORS 110 SMS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 Y S drawing no. W03 -36 (sheet 4 of 5 3 • • ••.•.. • . • OOOOO • • • OOOOOO ••••1 • • OOOOO • • •.•••. • • OOOOOO • • • •.••.• • .• • • • 2.125 2.125 1.062+ } .827 { } .392 500 1 .697 -- .438 n 1 .4 1.438 4.000 4.626 IMPOST .130 — I A70 745 GLAZING BEAD REINFORCING CHANNEL 36 KSI STEEL CORNER KEY ALUMINUM CORNER KEY ALUMINUM 1 -1/8' X 1 —I/8' X .or THK. FRAME CORNER VENT CORNER ALL TRAMS AND VENT CORNERS TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. drawing no. W03 -36 (sheet 5of 5 ) • • • • . • — 'IJG2 Inspection Date: 11/15/2006 Inspector: Grande, Claudio Owner: GARRIDO, MANUEL Job Address: 688 101 3}x tr NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ER CONSTRUCTION Building Department Comments Tuesday, November 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number CL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060172070 Lot: Phone: 305 - 220 -0628 Page 1 of 2 Passed f i ( Y Inspector Comments t/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 11/15/2006 Inspector: Grande, Claudio Owner: GARRIDO, MANUEL Job Address: 688 101 3}x tr NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ER CONSTRUCTION Building Department Comments Tuesday, November 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number CL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060172070 Lot: Phone: 305 - 220 -0628 Page 1 of 2 Inspection Number: INSP -22597 Permit Number: WS -7 -06 -1923 Inspection Date: 11/06/2006 Inspector: Grande, Claudio Owner: GARRIDO, MANUEL Job Address: 688 101 Spur NE Project: <NONE> Contractor: ER CONSTRUCTION Building Department Comments Monday, November 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 to 01 24:41(3 Miami Shores Village, FL 33138- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060172070 Lot: Phone: 305- 220 -0628 Tapcons are missing in 4 windows in family room west side. 11/6/06 CG. Passed Failed Correction Needed Re- Inspection Fee I I ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 2 inspection Number: INSP -22594 Permit Number: WS -7 -06 -1923 Inspection Date: 11/02/2006 Inspector: Grande, Claudio Owner: GARRIDO, MANUEL Job Address: 688 101 UM NE 'ZjLe.e Miami Shores Village, FL 33138- Project: <NONE> Contractor: ER CONSTRUCTION Building Department Comments NO ONE HOME, NO ACCESS TO DO INSPECTION. PERMIT NOT AVAILABLE. 11/02/06 CG. Passed Failed Correction Needed Re- Inspection Fee ($75) Thursday, November 2, 2006 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Block: NOV 0 6 fCF Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060172070 Lot: Phone: 305 - 220 -0628 Page 1 of 2 Permit Type (circle) Architect/Engineer's Name (if applicable) $ Value of Work For this Permit . 3 O ../ DI7• © Total Fee Now Due $ (Continued on opposite side) Miami Shores Village „� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING �� PERMIT APPLICATIO L FBC 2001 BY: Electrical Owner's Name (Fee Simple Titleholder) vACkyvwla Caw I yC Phone # Owner's Address �(p l:3 ( ©( S City VA O V ( tves State t✓ y l 4 8.tk Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) SOv\-• City Miami Shores Villa • e County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name -.. (cy,s4 Phone # VC) — Zc 0 '" 3S /0 Contractor's Address ? Gb S j■^ Y ✓ City WO &A.1 State FL- Zip ' 3 73 Qualifier L' K.6 12 i'0L4-.S State Certificate or Registration No. ( L4 lS O4 77 . Certificate of Competency No. Type of Work: ['Addition DAlteration [New Repair/Replace . Demolition D5sCribe Work: 610 L9,1d, P i t i * *tip _axis c vl y L, t i,1dc71•U'5 �%� 1 • +k L1(o h'1 t 11041 1-L' 1I V 't Q4 +. i Pa cA .vncve,1 C► \ la 00 I-LvQ2 sh v,lny ykadc 1 ocl}.,a(A. tx-V }-one- CO.w t '1L-t vvov Caul c (1.,alevteNe. (C t { 04 v . fC' -L Q4 0,V ►hv vvl tin �uc �r -e c i ck o.r 1-0A Si kvv/ S 005wIble tvn?aC,l dno * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** R 1l J4tU C O ^S Submittal Fee $ Permit Fee $D W .�.� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Master Permit No. Phone # Square Footage Of Work: ; i � Permit No. !Asap& f 1G Plumbing Mechanical Roofing Zip , Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jub 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 day of Owner or Agent The foregoing instrument was acknowledged before me this L The fore � n 20 U, by I l fit.. -� � �1! 1� ;l. 'day of who is personally known to me : e has produced who is personall As ' entificaf . n and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex ires: * * * * * * * * * * * * , * 4 ** ** * * * * * * * * * * * * * * ** aorkled 7-1 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature NOTARY PUBL Sign: Print: My Co of g ^ instrument was acknowledged before me , 20 abyCSie * * * * * * * * * * * * * * * * * * * * * * * * ** fission Expire, •,�, _ V Contractor 6 or who has produced identification and who did take an oath. ;I 0, • ?MCP! :1u113,2007 ►ngCo,Inr * * * * * * * * *, * * * * * * * * * * * * * * * *1� * * * * * * * ** * * * * * * * ** Plans Examiner v Engineer Zoning NOTICE OF COMMENCEMENT 1111111 11111 11111 UM 1 1111 I1111 11111 11111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Signature of Owner Print Owner's Name Sworn to and subscribed before me this 1 day of -UP/ , 20 06. Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE4 10/04 CF= N 2006R0950125 OR ^. Bk 24876 F9 4957; (lag) RECORDED 09/06/2006 10:18:46 HARVEY RUVIH r CLERK. OF COURT MIAi1I -DADE COUNTY FLORIDA LAST ;AGE 1. Legal description of property and street/address: (p 56% N L 10 LS+ Ct Yri SL L 2. Description of improvement: N/a"^Oa -\ c-, �� la =1'r',oV1 ¥ W 3 £ c6v.S 3. Owner(s) name and address: �C�Mn �N`n �C , „„ NE, t0,1_ „v„,,,,,,„ 5 ,,,,, , 1 C�YI x Interest in property: ©-� V\ Q� Name and address of fee simple titleholder: 4. Contractor's name and address: C 4n c-4 tii\C-- 1 31-.©U SW.. '5% Y 4. r ti • 5. Surety: (Payment bond required by owner from contractor,, Name and address: Amount of bond $ r,nfl 6. Lender's name and address: Pr` 7. Persons within the state of Florida designated by Owner upon whom noti 1 es or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specifie Prepared by G 414,3 . ddress: ` 2E 0 S (t) 3 iri3 M. m, (` 33 Miami Shores Building Department 1 1 "' ..... .. . .. J ' ' j _ ' _ _ Product Ap • royal Schedule / Com • arison Chart Address: (a j�$ �;tIC 1 •4 l s. PLrtnft No. v ( 4 2- IIIEMEIIII q �. 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I 211115314:11 milrimorAmi immirt 6 cos's Ne \ot IA OU•A:\ s‘ncr\tc, p_evs,0\ A 1.1, Azz.vs,ts -vt,\E; LoPktc, 1 CAA -- 74 1 jO'CixA I Cia■ O 4 ' 4 > A c■, SI‘c D TO t■IDA CG ALL) 3)30; 627, o ?s7 c‘t 0 eps.F 0 iN po 0 (-- ko NY' 1 LN' 1 0 o r- 1-7_01-.N 9- ALunit MOM C4 5 1 tt c c4.149'J AL- A.- 7 <' Le .• ai,r1 c-43c te)-)e-ti v 4 : l'Z' 6t:4 ie:.11.7 • - - -- ' .-rh • . p _ .—. _.---t • .. - • • • „ • r tt,o,c-i-"T cir '-..'.' s: 7i/Itte 4 . 5 6--,e- ...- i • ' ') Jr-, N • • r ;I • p, • • II . yr • o CI .... i ......• : C Y : , . : : 2 : 4 1 ( e • : :I : • el; ; 1 • ••• ' • ' • • e • • • • • • • •," • • • • t ' • • • • FA M i C '1 • • • , • • ri., ,.. !, .k..„1. • • • • • • • • • • --- ,.,.,t _ • . • : : . -•-_. voz....• • • • • • • • • Di 1.1 1 n 01 ■■•• A ge_eA - r r At e..txtAf rft -A- krt • • • • 4 C 14, crA 44 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas %vhere allowed by the Authority Having Jurisdiction (AH1). 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 bccn designed to comply with the High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series 100 Aluminum Outswing doors w/ sidelites APPROVAL DOCUMENT: Drawing No. W01 -20, titled "Series -l00 Alum Swing Door w /Sidclitcs ", sheets 1 through 5 of 5, prepared by AI- Farooq Corporation, dated 04 -21 -01 and last revised on 01- 24 -02, signed and scaled by Dr. Humayoun Farooq, P. E., bearing thc Miami -Dade County Product Control Approval stamp with the Noticc of Acceptance number and approval date by the Miami -Dade County Product Control Division. 11I ISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with thc manufacturer's name pr 1ggg, city, Stitt and following statement: "Miami -Dade County Product Control Approved ", unless othenttse doted Rcroin RENEWAL of this NOA shall bc considered after a renewal application has bccn f,1;d:and there has been no change in the applicable building codc negatively affecting thc performance of this prodacq. • TERMINATION of this NOA will occur after the expiration date or if there has been a ;evisiori flT cjrange ip.t1.^,. • materials, use, and/or manufacture of the product or process. Misuse of this NOA as P'crydorsentoneer . product, for sales, advertising or any other purposes shall automatically terminate thicNO . Failure to comply •. with any section of this NOA shall be cause for termination and removal of NOA. • • .••••. ADVERTISENIENT: The NOA number preceded by the words Miami -Dade Cousii , Jorida,.;ni.follow>rtl 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 bc provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job sitc at the request of the Building Official. This NOA 01- 0724.10 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishnq I. Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA MIi1120 -DADEE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 NOA No 01- 0724.10 Expiration Date: April 11, 2007 Approval Date: April 11, 2002 Page 1 • •