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BUILDING PERMITPermit Number: BP2005 -583 Inspection Date: 1112712006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Ce Project: <NONE> Contractor: Miami Shores Village, FL 33138- HOME OWNER Building Department Comments Wednesday, November 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 2 8 2006 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Passed ! ) Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Permit Number: BP2005 -583 Inspection Date: 1112712006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Ce Project: <NONE> Contractor: Miami Shores Village, FL 33138- HOME OWNER Building Department Comments Wednesday, November 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 2 8 2006 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Inspection Number: INSP -3495 Permit Number: BP2005 -583 Inspection Date: 07/31/2006 Inspector: Inspector, Default Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Villa e, FL 33138 Block: att it �C1 \ rmit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Passed D Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3495 Permit Number: BP2005 -583 Inspection Date: 07/31/2006 Inspector: Inspector, Default Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Villa e, FL 33138 Block: att it �C1 \ rmit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 2 5 RECD Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 2 5 RECD Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 ..................... I sectia ermi um r Inspection Date: 06/20/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Buildin4 Department Comments Monday, June 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 Passed Inspector Comments /X-0 %�q -- / d am./ 11-0- / In is s � x � ° v-- h) I M ` 6 oitpit! /N - ff 2 , ALt) a5 A-.J I yLa iAurS--K /Le / ws ?,4-6€ 0 0 7 4 2- F'- i � /-t/Sp . . 3_ c ruc W #144) si ea6-4.1 -P A.0frte t.,i i..4/ ( rte c a 64 /- � ',( tt . h . . 0 "9 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ..................... I sectia ermi um r Inspection Date: 06/20/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Buildin4 Department Comments Monday, June 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 Inspection Number: INSP -3492 Inspection Date: 05/03/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Tuesday, May 2, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Permit Number: BP2005 -583 Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 5 Passed 06 i, O Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3492 Inspection Date: 05/03/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Tuesday, May 2, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Permit Number: BP2005 -583 Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Inspection Number: INSP - 16167 Inspection Date: 05/02/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, April 28, 2006 CABOUR, MATHIAS 145 91 Street NE Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonpf(305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -583 Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 Passed Inspector Comments 1 7 n o so�1 0.-t t(tle.. ,,,,,,,, yp Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 16167 Inspection Date: 05/02/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, April 28, 2006 CABOUR, MATHIAS 145 91 Street NE Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonpf(305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -583 Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 ..-r Inspection Number: INSP -3477 Inspection Date: 05102/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Friday, April 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -583 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 Passed 2 0 j Inspector Comments c‘D i(24,-c4:-6 j44.--- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until ..-r Inspection Number: INSP -3477 Inspection Date: 05102/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Friday, April 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -583 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Page 2 of 2 Builder Company: Certifie Date: • • est Co ' FORM: MASTER PRE - CONST. SOIL TREATMENT MASTER EXTERMINATOR CERTIFICATE OF CONSTRUCTION 501L TREATMENT Property owner II IIC.rX/J�'�n INTEG RATE PEST CONTROL CORPORATION D.A.C.S. Bureau of Entomology & Pest Control License JB3716 Dade - (305) 887 -5213 Broward - (954) 441 -6999 Treatment performed at: 1 -1[ 1 1 0 E 9)4- Legal description (If available) 'o Footing application Solution a • • lie • at 0 . ( % Operator: ■■ A THIS CERTIFICATE IS GOOD ONLY FOR ONE KI.PPLIC TION Total square foot treated: WO Date of treatment: Common name of pesticide : 3 1 —Q Signature of Licensee or Agent : trol op ator : 9-ce uuco lab application Final ( perimeter) application EDUCATION — PREVENTION - HYGIENE " A NEW CONCEPT ON PEST CONTROL TECHNIQUES " OG Quan ity of solution applied , /, eo, 7 � 4 Inspection Number: INSP -11857 Permit Number: EL -3 -06 -628 Inspection Date: 06/16/2006 Inspector: Devaney, Michael Owner: Project: <NONE> CABOUR, MATHIAS Job Address: 145 91 Street NE Contractor: CALEX ELECTRICAL CORP Building Deaartment Comments Thursday, June 15, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ptilei(315 M$J2204 Fax: (305)756 -8972 Block: 2,016-583 Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 305 - 271 -5164 Page 2 of 2 Passed Inspector Comments (6 \(�� Gem' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -11857 Permit Number: EL -3 -06 -628 Inspection Date: 06/16/2006 Inspector: Devaney, Michael Owner: Project: <NONE> CABOUR, MATHIAS Job Address: 145 91 Street NE Contractor: CALEX ELECTRICAL CORP Building Deaartment Comments Thursday, June 15, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ptilei(315 M$J2204 Fax: (305)756 -8972 Block: 2,016-583 Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 305 - 271 -5164 Page 2 of 2 nspection Number: INSP -11852 JUN 15 ENT'D Inspection Date: 06/14/2006 Inspector: Devaney, Michael Owner: Job Address: Project: <NONE> CABOUR, MATHIAS 145 91 Street NE Miami Shores Village, FL 33138- Contractor: CALEX ELECTRICAL CORP Building Department Comments Tuesday, June 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: 0 A Permit Number: EL -3 -06 -628 j Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 305 - 271 -5164 Page 2 of 2 Passed Inspector Comments W 1 c: c ' TG / < aG 4 ''' o � i-G � � � �� T i� f/°7-/ Y S e / 7 / P 6 P w/, a rd/z 'a /(4°,1_, a p t Z Gc/ (A it Fl .(3,A-/9 L / 1/ a t- 9 ki Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -11852 JUN 15 ENT'D Inspection Date: 06/14/2006 Inspector: Devaney, Michael Owner: Job Address: Project: <NONE> CABOUR, MATHIAS 145 91 Street NE Miami Shores Village, FL 33138- Contractor: CALEX ELECTRICAL CORP Building Department Comments Tuesday, June 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: 0 A Permit Number: EL -3 -06 -628 j Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 305 - 271 -5164 Page 2 of 2 Miami Shores Village Lo1Iec,Q 3)23 Job . Building Department '� p��.+��'�`� g p t A3 A S , 10050 N.E.2nd Avenue, Miami Shore Florida 33138 8: 3 z AN 11-16/0. Tel: (304-) - -7 5220�1Fax4 -(-30 6 1972 BUILDING APR 2 2 227, PERMIT APPLICATION r Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Q Roofing Owner's Name (Fee Simple Titleholder) M(�,Irl,�f g C--JT tJ 0 Phone # (3os} 30 S -S ` 6 4.Z ) SLifo " CA Zip Owner's Address t45 Nc11 s\ City M, i,CANyCk. State V L Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 1 15 N l: ( 1,1 City Miami Shores Villa•e County Miami -Dade Zip Is Building Historically Designated YES NO ✓ Contractor's Company Name Tom Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) V(4G9Ma MOB Phone # $ Value of Work For this Permit Type of Work: Addition Describe Work: (*1V [Alteration 14 N OF QG Permit No.5F(17 - MO ��.�, Square Footage Of Work: gg60 • ['New ❑ Repair/Replace ❑ Demolition WI' CA/2190 TO F.411n114 Fatse1 * * * * * * * * * * * * * * * * * * * * *** * * * ** * ** Feed * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** y� Submittal Fee S CO Q) Permit Fee $ (�D CCF $ ( o . 00 CO /CC 1 5 0 ' w Notary $ Training/Education Fee $ 2 - DO Scanning $ O, O Radon $ Code Enforcement $ Structural Plan Review. $ Cr) Total Fee Now Due S 6 5O. 2.0 (Continued on opposite side! Zoning Technology Fee $ - 7 . ZO nd$ & /• W Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a perm commenced prior to the issuance of a pen construction in this jurisdiction. I understand WELLS, POOLS, FURNACES, BOILERS, I OWNER'S AFFIDAVIT: I certify that all applicable laws regulating construction and "WARNING TO OWNER: YOUR FAI PAYING TWICE FOR IMPROVEME CONSULT WITH YOUR LENDE COMMENCEMENT." Notice to Applicant: As a condition to the promise in good faith that a copy of the n whose property is subject to attachment. il for the first inspection which occurs sever inspection will not be approved and a reins Signature Owner or Agent The foregoing instrument was acknowledged before me this /1 day of ,20 Moil/tins (oa.P, who is personally known to me or who has produced ----- As identification and who did take an oath. NOTARY P Sign: Print: 61eE ff 04790 My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 State • r t o2 J3O2 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission DD153660 ?Of po Expires September 25, 2006 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4/24 a. CA-4/1". Plans Examiner Engineer Zoning Miami Shores Village ao9 3Jz/O( Building Department Reviewer: Claudio Grand'C.B.O 305- 795 -2204 Ext 430 Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE SHEET p/26,e0&-t, iy� J bn-, � i �eeQ n- (�C�S c.47 3 ) 5 tige ■ I WA MP' ,r „morP.A. cA-tfL mac/ i 'Z/ ( r J NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 � . G - - ��—?l FOLIO NO. I 3Zc D 33 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. • 1. Legal description of property and street /address: t S /V ^ G I q ikk■ kkkA X3 • 2. Description of improvement: 1��2 � ► , � �- £ so �f✓ t 3. Owner(s) name and address: R (_' �t ) . w Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: I I-Z CO § T R . ) s3 +M, Ki\-1\\ , Fe.- 5. Surety: (Payment bond required by owner from contractor, if any) Name and ddress: Amount of bo . $ 6. Lender's name nd address: 7. Persons within the sta - of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners desig tes 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: ( expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name 0 It lnt2/■ l- ,r'i Sworn to and subscribed before me this gay of Hdrek Notary Public Print Notary's Name �412� 1 t9 My commission expire: J C d�- o o rs ►N Greta T Cardozo My Commission DD153660 4 '►o► e Exp September 25, 2006 -20 WITNESS my hem HARVEY Prepared STATE OF FLORIDA, COUNTY OF DADE I HE Ef3( CERTIFY that this Is a the Jlf�►�9d�rth(s on of /' a AD20___ r.' rcult end County Courts 111111111111111 111111111111111111111111 111111 CFN 2006R0 OR Bk 24307 P9 2348; (1P9) RECORDED 03/10/2006 09:06:05 HARVEY RUVIN, CLERK OF COURT MIAMI--DADE COUNTY, FLORIDA LAST PAGE ov Aggress: X63( s � . Fl-- 37 aG MIAMIDAl7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 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 "FD -101" Outswing Aluminum French Door V APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision "G" dated 04/23/04, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0625.01 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ilerminio F. Gonzalez, P.E., Director, BCCO 04- 0203.01.max MIAMI -DADE COUNTY. FLORIDA METRO-DADT FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 04- 0203.01 Expiration Date: July 22, 2007 Approval Date: December 23, 2004 Page 1 95 1/2' MAX. HEIGHT 36' T- 18' MAX. O.C. 8' MAX. 6' MAX. --I ® 15" MAX. O.C. TYP. HEAD & SILL 37 1/2' MAX. WIDTH 25 11/16' MAX. DAYLIGHT OPENING 13 I/4' HINGE CENTERLINE 13 1/4' MINCE CENTERUNE 84 5 /8' MAX. DAYLIGHT OPENING 47 3/4' HINGE CENTERLINE 95 /2' MAX. HEIGHT 6' MAX. ---) 13 1/4" HINGE LOC. 36' 13 1/4" HINGE CENTERLINE - TYP. BOTH JAMBS NON- IMPACT DOORS 1.) GLAZING: 3/16' TEMPERED OR 5/B' I.G. (3 /18'1EMPERED, 1/4' AIR SPACE, 3 /16'TEMPERED) 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4.) ANCHORAGE FOR HIGH VELOCITY HURRICANE ZONE: A 1(EA MAX. 6' FROM CORNERS AND MAX. 15' O.C.. sii iXX ONLY) AN ANCHOR AT THE MEETING RAIL CENTERLINE AND MAX. 4' EACH SIDE MAX. 6' FROM CORNERS AND MAX. 15' O.C.. (XX ONLY) AN ANCHOR AT THE MEETING RAIL CENTERLINE AND MAX. 4' 8 8" EACH SIDE Ip MAX. 6' FROM CORNERS AND MAX. 16" O.C. (STAGGERED - SEE SHEET 4) (FOR ANCHORAGE REQUIRED OUTSIDE HIGH OfIOCITT HURRICANE ZONES. REFER TO APPUCABLE TEST REPORT 5.) M4MI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT IU BE APPUEU AROUND FRAME & PANEL CORNERS, DEAD BOLT Y LEVER HANDLE. 7.) REFERENCE TEST REPORTS: FTL -2333 & FTL -3652 8.) SEE SHEET 2 FOR SECTION DETAILS. 9.) SEE SHEET 3 FOR I.G. GLAZING DETAIL. 71 3/4" MAX. WIDTH 25 11/16' MAX. DAYLIGHT 4r&' OPENING .- t 2 POINT /LOCK OPTION ROt.rt L ClarA P.C. PE 539712 SMUctcrol 47 3/4" HINGE CENTERUNE --- TYP. BOTH 16" JAMBS MAX. & O.C. 6' MAX. 15" MAX. O.C. ANCHORAGE DETAIL SEE NOTE 4 ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, ft 34275 P.O. 003 1529 N0K0145, N. 34274 13 1/4" HINGE - CENTERLINE TYP. BOTH JAMBS 84 5/8' VAX. DAYLIGHT OPENING be F.K. R.n4 F.K. 0.8. GLAZING BEAD 1744: 04/23/04 O.rw 11/04/03 044: 7/31/02 gl(281b2 11 / 17/OC 9/5/97 COMPARATIVE ANALYSIS FOR: X CONFIG. WIDTH 24.000 (2) HEAD (2) SILL 30.000 (3) HEAD (3) SILL 37500 (3) HEAD (3) SILL COMPARATIVE ANALYSIS FOR: XX CONFIG WIDTH 48.000 (8) HEAD (7) SILL 60.000 B) SILL H D 71.750 (7) HEAD (9) SILL C-REASE AICRORS A M)lE F -CHG NOTES, ADD I.G. E-,4DD ANCHOR LOG. SHT 5 & TABLE ADD 2P LOCK 80.000 (6) •102.6 +60.0 -85.8 +60.0 -60.0 +60.0 80.000 (6) -102.6 460.0 -85.8 +60.0 -60.0 +60.0 3/ 6' TEMPERED GLASS 7/16" GLASS BITE SILICONE ALUMINUM FRENCH DOOR 34444/444441. scar.: 54..0 Ordain" ho. HEIGHT - JAMBS 84.000 (6) -96.9 +60.0 -80.9 +60.0 -60.0 +60.0 HEIGHT • JAMBS 84.000 (6) -98.9 +60.0 -80.9 +60.0 -60.0 +60.0 MONO( ITHIc GLAZING DETAIL EXTERIOR ELEVATIONS - X & XX FD -101 NTS 1 0 5 944 95.500 (6) -83.6 +60.0 .69.4 +60.0 .60.0 +60 0 95.600 (6) -83.8 +60.0 -89.4 +80.0 -60.0 +60.0 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF A,GHORS P €R Soli Ol EXTERIOR 95 1/2" MAX. HEIGHT 93 5/8" (NEPAL. PANEL HEIGHT 64 5/8" MAX, DAYLIGHT OPENING 25 11/16' MAX. DAYLIGHT OPENING TYP. (2) 68,264' OVERALL PANEL WIDTH HORIZONTAL_ SECTION — XX CONFIG. EX VERTICAL SECTION HORIZONTAL SECTION — X CONFIG. 0.3y Robert k Clem. P.E. PE /J9712 Strvuwral 1070 IEOHNDLOOY DRIVE NOKOMIS. it 34273 P.O. 902 1329 NOKOMIS, FL 34274 R.M m: 909: F.K. 04/23/04 4.44 I a* F.K. I I/D4/0S a... 1 1Y 01.: F.K. 3/31L02 R..�. Ci: R. D.e. 1. )/ 7/0C Drew al D.B. 9/5/97 14Nkna G — ADD ITEM 40 R.Mlei► F ONG THIS SHT E —ADD MAX. DIMS RMdom: s , : c. THIS 55 ADO 2P LOCK Pm444�: SECTIONS 00. ALUMINUM FRENCH DOOR s.rr../1.oa.t Sed.. M.t 0ro. Nw FD -IDi I NT-S S 2 �' 5 944 25 '1/16" M DAYLIGHT OPENING 37 1/2" MAX. WIDTH Rob.rt L Cb•4, P.E. PE 139712 Structural 2 POINT LOCK OPTION 1070 TECHNOLOGY ORNIi NOKOMIS, FL 34275 P.O. 92IK 1229 NOKOMIS. R 34274 5/5" OVERALL 3/16' TEMPERED GLASS 11011 O SILICONE t5/32" NOM. I CLASS 3TE � ' 5/8" I.0, GLAZING DETAIL PMN.n.: AI;IC THIS SHT 1/4" AIR SPACE 3/16' TEMPERED GLASS R.... Y e n: m.o... F.N. 04/23/04 C —NO CHC THIS SHT. "E y t V N- , 014 awe... F,N 11/04/03 F —ADD 1.C. DETAIL Aftgiors FA 7/31/02 E 0 CHC THIS SHT S F r , S/28/02. 0 8. /1.// 7/0C ADD 2P LOCK Ortmo s7= 9/5/97 GLAZING DETAIL & EXPLODED VIEWS re., ALUMINUM FRENCH DOOR 7W.. /Yod.I: Seem. 5...t - 0.44447 No Fo -lc NTS 3 0 5 944 7■1 _ 1 DESCRIPTION DOOR PANEL, HEAD /SILL (AL. 6063 -T5 /.062 WALL DOOR PAN JAMB • 6063 -T W E111timaL1:I ltt3u- L••1li`ini•ri►n1.7L•L i l IMAM F IMI 1112111111Airammia,s: 9E:11 4-t • z (I ER U STP CANNEL AL 5063 -T .050 W FRAM A . 6083- .05• W 60379 60 E 063 -T .062 W SILICON OUTSW. THRESHOLD (AL. 8063 -T5 /.050 WALL) ext. THR • a. .. x •.. u�4uarrr•1a iut�cvu� 1 Rr b i n 7WASHA [� 7JNUTA � 81IC• • LSFi -I f I c � il Ifilitilliiifill1181 C AMCORP ■ IICE'LIW tli:{.S �7iL'mnrs�7?1 r iina( 10x1 PA MPIrCvhin. - hin•e -door •amb)♦ �f .! t.KEK:1 A 14 f 'i , It ... L i siiii pi•1L1s7u9>•=r4iiit• LSiKIIIIIIIMAII N>• iIlltSIE t[IYTaY111IIC)1!4 • r. bol locks D91k•)•liim1u .all• Ear 1 UM= MEIIIMMEXIB IEEE TMEM tari1/73/11.1 ([fYE7I Fall FIVA FIRIAMI •30IIW1t73 ®® 200 x .190 OLON 0K 0 QQ [[QQ WT.. 7 x 190 • 0. 602 a• W FIRlig • Wall 3 POW LOCK ASS . I Tm7Qdll Ell EIMIZSMI =MI MON EJI111VreirOluC t IL01I la D D -BOLT LOCK 7BLTIP F'30 1 • I:fr "C144r1u4 �•1♦ PGT/ 60375 60378 &TI = _. ik EICINCTIMEEIRTM m • •lI• F7m7 Q81 EA7 B T EREO IG 16 1 A •I� Y1?ui1 I>ti1 var. bead FASTEC INDUSTRIAL FASTEC IN TRIA YILI•11:1...Anil HARLOC • F FLORIDA SCREEN SULLIVAN k ASSOC ALUMAX AF -10375 ALUMAX ALU VENDOR VENDOR AF -10376 AF -10377 F 9 4 -'87 AF -10379 AF- 80 AF -1 378 99 AF -12375 AF -10378 4 41 OK 02002190 • 50190 FD3PTAY 1 :80 820 05 -005 1/4" ., t MIN. • I 1/4" 1 1/2" MIN. MAX. L_ 111110 -r 1/4' TAPCON W/ #12 HD (SEE NOTE 2) #'2 WOOD SCREW TYP. HEAD TYP. JAMB 1 1/2" MIN. ® 1/4" TAPCON W/ /12 HO (SEE NOTE 2) 1x WOOD BUCK (OPTIONAL, SEE NOTE 5) MIN. 2s WOOD (FRAMING OR OVER CONCRETE, ® SEE NOTE 4) At 1/4' TAPCON (SEE NOTE 2) 1 1/4" 11 / MIN, { TYp. SILK. r12 SCREW ® TYP, HEAD ANCHOR FASTENERS ARE STAGGERED IN JAMBS CONCRETE OR Gifu 1 1/4" MIN, MIN. 2x WOOD (FRAMING OR OVER CONCRETE, SEE NOTE 4) 1/4" MIX 8 8 IG GLAZI G J9 BULBQIAZING BEAD 40 FILLER HEAD ADAPTER W/ DRIP CAP NOT S; I• B.O.M. 0TY'S IN BRACKETS ARE FOR X CONFIGURATION. 2. USE ONLY IIAAkII -DARE COUNTY APPROVED ELCO TAPCONS. 3. FOR ANCHORAGE REOUIREMENtS OUTSIDE HIGH VELOCITY HURRICANE ZONES, REFER 4. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK, TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 5. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK. TO BE ENGINEERED BY OTHERS. 6. SEE ANCHORAGE SPACING NOTE 4. SHEET 1 OF 5 GROUT MU S ST TRANSFER SHEAR t..D TO 1/4' MAX. TYP. JAMB lx WOOD BUCK Robert L Cbrk, P.C. PE ;39712 Structural 64057 8 4 used w 5 8 insulated gloss IN Y 6TP247 8 4 6533018 1 1 ■ 1173 TECHNOLOGY ORNE NOKOMIS, R 34275 P.O. BOX 1529 NOKOMIS, h 34274 abed be F.K. and 5, F.K. 4n.. tk F.R. Rind 11.. Dr er 0.8. Defy 10 APPUCABLE TEST REPORT. 04/23/04 o.tr 11/04/03 7 31/02 11/17/00 r5/97 Scalw NTS S-ADD ITEM 40, MCMW DIG Rbbidont F -ADD ITEMS .37,38,39 E -CMG 10 TAPCONS R•.lalons: ADD ANCHORAGE & 8.0.M. 2P LOCK SPENCER ALUMAX OS -005 45826 rDMKT arms gr e4rlrr Amiga. i•.,I.,.:,p/ . Mir ALUMINUM FRENCH DOOR S.rt•./'0.MI Sheet: 11-41441 N•. F0 -107 4 a 5 944 1. IND — .062 O !. DOOR PAN_ HEAD & SILL 6063 -T5 ALUM. .050 .250 —1 F-- O WEATHER STRIP CHANNEL 6063 -T5 ALUM. t9 HINGE EXTRUSION 6063 -T5 ALLM. 4.000 .125 1.750 --- .062 O DOOR PANEL JAMB 6083 -T5 ALUM. �- 1.500 I 1 .75D 1 F-- T 1 TRUSS CLAMP 6063 -13 ALUM. .383 ---I r- .050 I •6� 6 F--1096 -- J8 O I.O. GLAZING BEAD 6063 -15 ALUM. 4.100 1.272 O FRAME HEAD 6063-15 ALUM. Robert L. CNUrk, P.E. PE 139712 Structural OO PANEL ASTRAGAL 6063 -T5 ALUM. 67,.\ FILLER HEAD APAP1Ek 6063 -15 ALUM. 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMS, F. 34274 Rwr/ F.K. Rowel Oe F.K. F.N. Woad Ifr 0.& ao.n br F.K. 04/73/04 Dee 1I/04/03 1 20/0 ib+rrr: G -A00 ITEM 40 ttwhlwu F -ADD ITEM 38 Ooecn re alb EXTRUSION PROFILES 3.000 i O OUISWING THRESHOLD 6063 -T5 ALUM. u .r RWrMma 7/31/02 E -NO C HC THIS SHT C61a "whim 01‘28/Oi one! stir 5 Of 5 1T 17 /OC ADD 2P LOCK rm� .050 It "15'41 O FRAME JAMB 6063 -T5 ALUM. I��I 1.489 . 489 W u 3.000 tdh: ALUMINUM FRENCH DOOR s mok,wr Scow: Sheet. t Woo tte. FD — tot MIS 5 or 5 944 L MIAMFDAL7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jo( Ds' -i MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable riles 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 (AHD). 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 "FD -101" Aluminum Sidelite APPROVAL DOCUMENT: Drawing No. 992, titled "Aluminum Sidelite", sheets 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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: None 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 1223.01 Expiration Date: March 04, 20091 Approval Date: March 04, 2004 Page 1 95 3/4" MAX. HEIGHT Rand y: Rad Er /Md Or or: 84 1/2" MAX. DAYLIGHT OPENING --- 6" MAX. - 1 L-- 13 1/2" MAX. Q,C I Duo • b,,+n b7: pre• Ch.r4o4 By Date F.K. 11/17/03 36 3/4" MAX. WIDTH 33 1/2" MAX. OAYUGHT OPENING OUTSIDE - 13 1/2" r J 6" MAX, COMPARATIVE_4NALYSIS (DESIGN PRESSURES PSF) GLASS FTL -3923, 3/16" TEMPERED TYPES: FTL -3922, 5/8" I.G. (3/16 "T, 1/4 "SPACE, 3/16'T) SIDELITE WIDTH 10 3/4" 11 7/8" '2 3/4" 19" 21 3/4" 27 374" 36 3/4" 79 3/4" 100.0 -210.0 100.0 -194.6 100.0 100.0 100.0 93.3 60.0 NON - IMPACT SIDELITES -182.4 -127.8 -113.9 -93.3 -60.0 P T Visibly Better SIDELITE HEIGHT 83 3/4" 87 3/4" 100.0 -202.5 , 100.0 -192.7 100.0 -184.6 100.0 -175.6 100.0 100.0 100.0 88.0 60.0 -172.9 100.0 -120.9 100.0 -107.6 100.0 -88.0 83.2 -60.0 60.0 -164.4 -114.8 -102.0 -83.2 -60.0 95 3/4" 100.0 -175.6 100.0 -160.0 100.0 -149.7 100.0 -104.1 92.4 -92.4 75.1 -75.1 60.0 -60.0 ELEVATION, NOTES AND DESIGN PRESSURES 7-,: ALUMINUM SIDELITE s"mMrr rr s.," o.r.sun F0401 NTS I t a S 992 IAr /Law-- 11. Z 1 vcas A Trn47. P.C. PE ;758201 !13'1117 :s. NOTES: 1. GLAZING OPTIONS: A. 3/16 TEMPERED GLASS. B. 5/8" I.G. GLASS COMPRISED OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (SEE TABLE BELOW) 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 -DADE COUNTY). 3. ANCHORAGE (UNDERLINED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD. SILL & JAMBS 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. 4. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCb DOOR - MIAMI -DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BEPAEEN SIDELITE AND DOOR. 7. REFERENCE TEST REPORTS: FTL -3922 AND FTL -3923. 1070TEGWOLOGr DANE N)0 4415, FL 34275 FOX 7329 NJXOSbS. FL 34274 3/16" TEMPERED GLASS 1/4" AIR SPACE - 5/8" OVERALL 3/16" TEMPERED GLASS OUTSIDE 5/8" I.G GLAZING DETAIL 1/2" NOM. GLASS 817E OUTSIDE .f_ 3/167 TEMPERED GLASS 3/16" GLAZING DETAIL w+rblq.M Wr . bar IF1 "CS wom iiCak-4'4 -.Ij Masi Revd Or Re.W Sy. OW Ors. BA O. fAAN BI. Or F.K. 1 1/1 7/03 1070 TECIINOLOGYORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NIOKOMIS, FL 34274 PST Visibly Better "'"'"bOM FD 101 GLAZING DETAILS Ii ALUMINUM SIDELITE x 1 2 - 5 992 Lucas A. Tumor. P.O PE 155201 H18.:`wV.iC01 MAX. HEIGHT MAX. DAYLIGHT OPENING OR trod er 0at wad ow Want er. ma 0m n er 0,r F.K. 11/17/03 Rowan VERTICAL SECTION ct•ud By o.. 3.100" —1 1070 TECINOLOGYORNE NO0AUS, FL 34275 P.O. BOX 1529 NOKOMIS.. FL 74274 Visibly Better MAX. DAYLIGHT OPENING CORNER CONSTRUCTION (JAMB ADAPTER REMOVED) SECTIONS AND CORNER CONSTRUCTION rr: ALUMINUM SIDELITE a...e•t FD.101 MAX. WIDTH HORIZONTAL SECTION 1/2x ar 3 > 5 992 3.100" .•J : u •�ar�lrs — lucae A Turner. P. F'E 4'58201 Mechanical Item Dwg # Description 1 920 Side lite Header 15 4057 518' IG Bead 2 921 Sidetite Sin 3 916 SldefteJamb 4 6 7 6 . 13 14 18 17 18 19 20 21 22 23 24 1155 08 x 1.010 Goad Pn. SMS 934 SidellteJambAdapter 3/18' Tempered Glass 518• I.G Glass - Comprised of 3/16" Tempered Glass, 114" Air Space and 3/16" Tempered Glass 986 St. Interior Bead 4048 3/18' 61/4" Graf Kit Bead 989 3118' Bead 1224 Butt, Thick (Used In all Extruded Bead) 124 Applied Colonial Muntin, High (used on Interior of door) 1240 Flat Bar (used on interior of door) 1262 Applied Muntin, High. Endplece (used on Interior of door) 523 Applied Munt n, High. Intersect (used on interior of door) 1239 Applied Muntin, Low (used on exterior d door) 547 Applied Muntin, Low, Endplece (used on exterior of door) 522 Applied Muntin, Low. Intersect (used on exterior of door) Setting Block, 3/32" x 114" x 1' wipers 25 Setting Block, 1/16* x 1/2" x 1' w/psa 26 Glazing Compound - Dow 899 or 995 27 NarrowJofnt Sealant - Schnee - Morehead SM5504 or Equal Rend &Yr R.wr" Mond ar NO. L 688 .055 1 .542 O B SL INTERIOR 9P8Q 6063 –T5 .050 .678 -- � 14 3/16" BEAD 6063 –T5 Rai". Rood Br OMr R..40131 O,."" ar: ••• o"doe Oar F.K. 11/17/03 Qty. 2 6 f Jamb 2 2 2 2 2 2 As Req'd As Req'd As Req'd As Req'd As Req'd M Req'd As Req'd 8 4 As Req'd As Req'd .346 --y �-- .050 1.057 – }---+� 13 3/16" & 1/4" GRILL KIT BEAD 6D63 –T5 .363 –•-1 1+- .050 – .678 – mot 1.096 Ff 15 5/8" I.G. BEAQ 6063 –T5 PGT# 69208 60415 60381 781PQA 61641M 6986 644842 6989 84057 6TP247 86631 68926T52 41730 41726 68421 41852 41830 712653K 71267K 1070 TECHNOLOGY DRIVE NOKOMIS, 7134276 Ps/. KU( 1529 NOTIONIS, F1 34274 .688 –+' I .890 .050 3.000 3 SL JAMB 6063 –T5 �T Visibly Better'""""" FD•101 t om-- 3.100 1 SIDELITE HEADER 6063 –T5 au. sra 1/2x 4 r 5 1.479 .075 ..750 r _ .830 2.980 .050 5 SL JAMB ADAPTER 6063 –T5 PARTS LIST AND EXTRUSION PROFILES ALUMINUM SIDELITE u•••s.r 992 3.100 — --�( S 22EIJIE- 511LaJ12 F s 6063 –T5 5.212 4.58 6 1 y ` i .. Lucas A. lumar. P.E. PE »8201 Madnrocal f • 1/4" MAX. SHIM OPTIONAL 1 x WOOD BUCK (SEE NOTE 2) 1/4" "— MAX. SHIM R.10 a7 n"" a.a (WOOD) 110 SCREW 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) 1/ 4 " MIN. TYPICAL HEADS TYPICAL JAMBS 0 Oran 0. 0"" drndar Dar• F.K. 1 v17/03 (CONCRETE) 1 3/16" TAPCON (SEE NOTE 1) 110 SCREW 1/4" MAX. SHIM -.4 � — 1 x WOOD BUCK (OPTIONAL WITH SOLID CONCRETE SUBSTRATE) (SEE NOTE 2) 3/16" TAPCON (SEE NOTE i ) 1070 TECHNOLOGY ORTVE NOKOMIS. it 34271 P.O. BOX 1520 NO OMIS. FL 34274 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) (WOOD) .∎' (CONCRETE OR HOLLOW '.CONCRETE .BLOCK) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. A - IN MIAMI -DADE COUNTY, INSTALLATION TO CONCRETE 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 CONCRETE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 1 /4" MAX. SHIM 1 /4" MAX. SHIM 1/4" MAX. SHIM eic:1217: Visibly Better FO•101 OPTIONAL 1X WOOD BUCK (SEE NOTE 2) 4. U 110 SCREW (WOOD) — 2x WOOD BUCK (SEE NOTE 2) TYPICAL SILLS NTS 5 > 5 (CONCRETE) 992 1 1/2" MIN. 3/16" TAPCON (SEE NOTE 1) (CONCRETE) '1 1/4" MIN. 3/16" TAPCON (SEE NOTE 1) •.•1 1/4" MIN. ANCHORAGE ALUMINUM SIDELITE �- ID J Lucas A. Tuma1. P.E rE .153201 M{d.udcal BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Style View Products, Inc. 3561 N.W. 54 Street Miami, Florida 33142 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: 20 ga. ( 0.035" min.) Galvanized Steel Storm Panels Shutter t� APPROVAL DOCUMENT: Drawing No. 01 -252, titled " 20 gage Galvanized Steel Storm Panels ", sheets 1 through 9 of 9, prepared by Knezevich & Associates, Inc., dated March 07, 2001, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 98- 0923.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0312.02 / Expiration Date: 04/25/2007 Approval Date: 04/25/2002 Page l 0 m of 400" N 03/07/01 09:00 2016 ",\ "h' HEADER SCALE. 3" = 1' -0" PRODUCT MARKING LOCATION 12.00" COVERAGE 13 50" FULL PANEL , .066' 0• 2751" 55" 'U° HEADER SCALE: 3" = 1 -0" PRODUCT MARKING (OPTIONAL LOCATIONI STORM PANEL SCALE: 3" a 1-0" .,185" 66" :oI IC I ANGLE SCALE: 3" = 1' -0" GENERAL NOTES 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS, 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = . 035 ") CONFORMING TO A.S.T.M. 41653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING ALUMINUM EXTRUSIONS SHALL BE 6063 -76, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ALUMA CRAFT PRODUCTS MIAMI. FLORIDA MIAMI•DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS) TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No, 95-007. Na 95 -026, WOOS AND 98.O06R. 9 TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 11 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 21 2 016" 1751 6.00" COVERAGE 7 50" 0 TYP 1TYP ZH -_ -_ i2000 . ORIZONTAL LEG VARIES. S 25" MAX. OPTIONAL (LEFT OR RIGHT) HALF PANEL 5 O ANGLE SCALE. 3" = 1' -0" 1/4 -20 X 3/6" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093'-.,LX P . l 2.00" , O STUDDED ANGLE 6 SCALE: 3" = 1' -0" 085" ti .2 (ZAMAC 3 ALLOY) O WASHERED WINGNUT 7 SCALE HALF SIZE TOP MOUNT FASTENER IP 12" 0.0 FOR - DESIGN LOADS LESS THAN OR EQUAL TO 100 P 5 F & ( ID 6" 0.0 FOR DESIGN LOADS GREATER THAN 100 P.S.F. & LESS THAN OR EQUAL TO 200 P S.F DVERLAP FASTENERS TYP. (SEE NOTE H6) - ALUM. ANGLE CLOSURE PIECE 1" x 2" x 125" MIN TO 2" x 5" x 125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WID1H UNLIMITED PERP TO PANEL SPAN SECT ON PP ht- ./• • Y P'.) OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 61 TYPICAL ELEVATION - TYPE 1 WIDTH UNLIMITED .IPERP TO PANEL SPAN' TOP MOUNT SECTION TYPICAL ELEVATION • TYPE 111 1L4" MAX TOP MOUNT OR DIRECT MOUNT J Q W x r Z LIJ J 4 i Q 0, BOTTOM MOUNT £ BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1 "x2 "x 125" MIN TO 2" x 5" x 125" MAX. SECTION A SCALE 1 -1/2" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL'SPAN BOTTOM MOUNT OR / DIRECT MOUNT I YP.1 L OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION -TYPE II WIDTH UNLIMITED • • (PERP. TO PANEL SPAN SEC TION -- BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TYP. - TOP MOUNT OR DIRECT MOUNT FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.F. & go 6" O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F & LESS THAN OR EQUAL TO 200 P.S.F. 1 -1/2" MIN 1/2" MIN OVERLAP • 0 03/07/01 [1N• II°rn.n b4 c1 rroreo [ K f VM1 [ Crowing no ( Sheet 1 Of 9 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE • ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR HOLLOW BLOCK EXISTING CONCRETE, WOOD FRAMING. SEE ANCHOR SCHED BASED /6 API ON TYPE OF STRUCTURES w EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- 03/07/01 D9.00 FINISH MATERIAL STUCCO, ANO /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF CONNECT ION 'TYPE 2' ANGLE TO WALL DETAIL FASTENER, SEE ANCHOR SCHEDULE REF. CONNECTION'YPE4' A O WALL MOUNT SECTION SCALD: 3" = 1' -0" PANEL TO ANGLE DETAIL FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE4' a 1/4 -20 MACHINE BOLT & NUT (ID 12 "0.C. S ri 91 • i0 SEE MIN. STORM PANEL SEPARATION ROM GLASS S H (TABLE 2) �CONT. (TYP. TOP & BOTTOM CONT -- 1/4 -20 MACHINE BOLT & NUT (0 6" 0.C. FASTENER SEE ANCHOR SCHEDULE REF CONNECTION'TYPE4' 1/4" MAX. 1 4 w 9, GLASS -� OR ODOR - -+ J W z 4 0. X 4 1/4 -20 MACHINE BOLT & WINGNUT (§ 6" 0.C. FOR TYPE 1 & II ANO al) 12" 0.C. FOR TYPE III & IV 1/4" MAX. SIDE CLOSURE REO'0. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD ='100 P.S.F. ) -100 P.S.F J BUILD -OUT MOUNT SECTION SCALE. 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (al 6" O.C. FOR TYPE I & 11 AND (4 12" O.C. FOR TYPE 111 & IV FASTENER. SEE REF CONNECTON WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPEr NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O B WOOD CEILING / INSIDE MOUNT SECTION SCALE: 3' r 1' -0" PLYWOOD AND STUCCO FINIS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD AND STUCCO FINISH OCONT E O WALL MOUNT SECTION SCALE: 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) - - - - -- OCONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE USE REMOVABLE ANCHORS ONLY (d 6" 0.C. MAX. FOR TYPE I & 11 AND Cal 12" 0.C. MAX. FOR TYPE III B. IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEOULE REF. CONNECTION 'TYPE V' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) - 1/4 -20 MACHINE BOLT ^' & WINGNUT CO 6" O.C. FOR TYPE I & II AND WOOD FRAMING (TYP) Cal 12" 0.C. FOR TYPE III & IV ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL FASTENER SEE REF CONNECTION EDGE 41 .ED MUM i "FAUNA IF _ m E w FASTENER. SEE ANCHOR SCHEDULE REF CONNEC TION 'TYPE r 1/4" MAX EXISTING STUCCO FINISH (TYP) 0 1/4 -20 MACHINE BOLT & WINGNUT 6" 0.C. FOR TYPE I &II AND p 12•" 0.C. FOR TYPE III & IV O CEILING / INSIDE MOUNT SECTION SCALE: 3" = 1' -0" Aplo edas essplybegwith1M PIOUS dt QQ / t Nom 04 IOW d Oldies N o Z W Op W� I al W WISMINNEWNWEI VJ.IWEZEVICH a.r I ,ui. AS .ono u w • z 0 Y 03/0 'e...n eM 1 c .o pn •y 1 ch.ch.d • f d .vine o 01 -252 Lsheet2 of_ fl SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 1/4 -20 5 S. BOLT & WINGNUT (x1 12" 0.C. MIN, 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV STEEL ANGLE O CORNER DETAIL SCALE. 3" = 1' -0" 03/07/01 09:00 PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING (MAX DESIGN LOAD & 72 P.S.F NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) F t CALE: 3" = 1' -0" STORM PANEL STORM PANEL 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III & IV ©CONT FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" 0.C. TWO 1/4 "0 5.5 LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. p 24" 0.C. MAX. CONT. 6" x.250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES GLASS OR DOOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAO z 72 P.S.F.) O SOFFIT CONNECTION DETAIL SCALE. 3" = SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 21 © CONT 1/4 -20 MACHINE BOLT & NUT Col 12" O.C. CONT (1YP TO P & BOTTOMi 1/4 -20 MACHINE BOLT & WINGNUT p 6" 0.C. FOR TYPE I & II AND FASTENER. SEE EMBE=r� ANCHOR SCHEDULE @ 12" 0 C FOR TYPE III & IV REF. CONNECTION `TYPE 4' - FINISH MATERIAL STUCCO, AND /OR PLYWOOD -- EXISTINGCONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE x SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. G O ALT. BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER N14 SMS BETWEEN TRUSSES p 12" 0.C. - ..FINISH MATERIAL STUCCO, AND /OR PLYWOOD .L X. USE REMOVABLE ANCHORS ONLY (¢1 6" 0 C MAX. FOR TYPE 1 & II AND CO 12" 0 C MAX FOR TYPE III & IV, BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION nm 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 GLASS OR DOOR FINISH MATERIAL STUCCO, AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHE. (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'I4' 2" x 3" x 1/8" CONT ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. 1/4" MAX -J W Z 0 X Q X s Z t 2 W J (MAX DESIGN LOAD t 72 P.5 F O ANGLE BUILD -OUT SCALE 3" = 1' -0" FINISH MATERIAL TUCCO AND /OR EMBED_ -LYWOOD O DIRECT MOUNT DETAIL H SCALE 3" = 1' -0" Agrwd•eo.e esilktlr Merida Cede uz 2 w i i-o QO '_o U: 0, N V1i 'aW ar U. Wn Nn W= Z he u z C.; 0 • 0 ✓ W 0 0I 0 NW I ? W 3 5: Sid C , 7 • JC— _ /07/01, a.apn =r I, <n=<bvb� vex droving 01 -252 sheet 3 of 9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2•• x S•• 5 . -0 " 9 . -5 " Tw :.125" 8 -0" 8' -1" T} = 125" 03/07/01 09:00 1 -1/2' MIN. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING 0008 5" TO 10 "/ PLYWOOD 8 STUCCO FINISH L O POCKET DOOR DETAIL SCALE: 3" = 1' -0" SEE MIN. STORM PAN SEPARATION FROM GLASS SCHEO. (TABLE 2) 1/4••0 THRU BOLT ANGLE TO ANGLE CONNECTION (8) 12" D.C. 2 "x2 " 093" STUDDED ANGLE ANGLE BUILD -OUT SCALE 3" = 1' -0" (MAX. DESIGN LOAD x 72 P.S.F.) 0 -r FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION *PE 4 EXISTING CONCRETE. 2" x 3" x 1/8" OR 2" x HOLLOW BLOCK OR 5" x 1/8" CONT. ANGLE WOOD FRAMING. SEE 6063 -T6 ALUM. ITYP. TOP BOTTOM) ON TYPE SCHED. TRUCTURE & NOTES THIS DETAIL MAY BE USEO AT TOP OR BOTTOM OF PANEL. 2" x 2" x .093" ALUM. STUDDED ANGLE 1/2 "0 POWERS RAWL CALK -IN Col 12" O.C. W/ 1/2 -13 MACHINE SCREW 1/2 -13 MACHINE SCREW NUT SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. ITABLE 2) 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER Col 12" 0.C. 1/ 4" MAX, EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 4 812 SMS 'OP 0.1 (B 12 "0C O 'PASS THRU' DETAIL SCALE: 3" = 1' -0" FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1/4"0 THRU BOLTS - 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE -THREE 5/16 "0 POWERS RAWL CALK - IN Cal 3 - 1/8" 0.C. W/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 - 3/4" MIN. EDGE DIST. IMAX. DESIGN LOAD x 72 P S F ) O HEADER MOUNT DETAIL P SCALE 3" = 1• -0" 4. '3, z u+ a n X 1- a 213 f( 111 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 2" R 2" x 093" STUDDED ANGLE MAX. 1/13" TILE FINISH MATERIAL 2" x 4•• x . 3/4" PLYWOOD 1/8" CONT ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN CO 5" 0 C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (A 12" O.C. W/ 1 -1/2" MIN. EMS. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" 0.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW 24" 0 C. W/ 1 -1/2" MIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER • - 2" x 2" x 1 /8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD _ 72 P.S.F.) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 8 MAX HORIZONTAL SPANS) z a a X a E 0 m Z L7 2 J 11" x 3" 2 "x 3" I x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL, STUCCO AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 5/16" 0 POWERS RAWL CALK -IN p 5" 0.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4'•0 STUD CO 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX DESIGN LOAD x 72 P.S.F 1 O EDGE MOUNT DETAIL N SCALE. 3" = 1' -0" Q O HEADER MOUNT DETAIL SCALE: 3" = 1' -0" 0 • • 4 0 a = X • Z F w J FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'ATE 2' 1/4" MAX. 11/2" 'AX � sMlb� 1l• �(1i11�BdSIIE / 1.0* 1. POO [Li= josi d a.. V FL LI No: PE •! 983 t 200 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5'• 5' -0" 9 -5" Tx/ = 125" Tf ..125" 8 -0" 6' -1.. EDGE DIST. 1 2" MIN. FINISH MA TERIAL STUCCO, AND /OR P LYWOOD EXISTING CONCRETE OR HOLLO W BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 03/07/01 09:00 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 9' O R TRAP MOUNT DETAIL SCALE- 3" = 1• -0" 1 2" x 2'• 'I x 055" 6063 -T6 ALUM. TUBE - 1 w 0 A-01.6 1/4 " -20 STUD & WING NUT Cv0 6" 0.C. FOR TYPE 1 & 11 AND Cal 12 O.C. FOR TYPE III & IV 2" x 5" MAX. x .093" STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION TIM V p" OR 2' J z O. O. X a E W W S J (- m OQ zF J EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- 0 W E w 2 "x2 "x 093" STUDDED ANGLE 1/4"0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1 2' MIN. 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION Cal 6" 0 C 2" x 5" MAX x 093" STUDDED ANGLE w 0'I co = J 04 J (TA 2' x 2" ALUM. TUBE BUILD -OUT SCALE. 3" = 1' -0" DIST. O S ALT TRAP MOUNT DETAIL S CALE 3" = 2 "x2 " x.093" STUDDED ANGLE — 1/4" -20 STUD & WING NUT Cm 6" 0.0 FOR TYPE I & II AND @ 12 0 C. FOR TYPE III 8 Iv FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDUL REF. CONNECTION 9' J w W z _ cL x -' w co X L7 Q w~ E J THREE 5/16"0 POWERS RAWL CALK -IN @ 3 -1/8" 0.0 W/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. - • -. 2" x 2'•x .093" STUDDED ANGLE FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1/4•'0 THRU BOLT 12" O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION ' 3' EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 2 72 P 5 F.) O STORM PANEL SUPPORT BEAM SCALE 3" = 1' -0" 2" MIN cor EDGE DIST. NON- STRUCTURAL NOTE. THIS DETAIL MAY BE USED A T TOP OR BOTTOM OF PANEL. V O STORM PANEL BUILD -OUT SCALE. 3" = 1' -0" #12 SMS @ 12 O.C. TWO- 1 /4 THRU BOLTS ALT. LEG DIRECTION z a x Q E 0 I 0 z ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2" x 3" x 1/4" x 0• -8" 6063 -T6 ALUM. ANGLE 0 1/4' -20 STUD & WING NUT @ 6" 0 C. FOR TYPE 1 & II AND LID 12" 0.C. FOR TYPE III & IV 2" x 2" x 093" STUD ANGLE Apprncd 61 COMMOOAS‘ilb dm rrw+�• a ':�7o r '� °e / 1 0 01. L btlasti Dada Viaduct Casual tnishp NEGATIVE DESIGN LOAD W (P.S.F.) TYPE 1 TYPE 11 TYPE 111 TYPE IV "U" & "H" HEADERS WITH STUD 51445 Cal 6 DC. OR "F" TRACK WITH BOLTS @ 6" 0 C. • FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @I 6" 0 C. S DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) * "U" & "H" HEADERS WITH STUD SILLS @ 12" OC OR "F" TRACK WITH BOLTS 12" O C. • * FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0 C. & DIRECT MOUNTS W/ ANCHORS @ 12" 0.C. MAX. (TOP 1 BOTTOM) r * L MAX. IF T -IN) L MAX (FT -IN) L MAX. IF T -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 400 50.0 • 8 -8 11 -10 8 - 11 - 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8- 8 9- 5 8- 8 8- 8 ` 8 -1 80.0 8 -6 8 -9 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 5 -5 6- 11 120.0 6- 2 7 -2 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 160.0 4 -10 6 -5 4 -3 5 -11 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 3 -5 5 -5 5 -3 190.0 3- 10 5 -3 200.0 3 -8 4 -11 3 -3 3- 1 4 -11 210.0 3- 6 4- 9 4 - 9 220.0 3 -4 4 -6 2 -11 2- 9 4 - 6 4 4 230 0 3- 2 4- 4 POSITIVE DESIGN LOAD (P.S.F.1 ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 .. 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 . 5 - 0 2 -3/4 1 -1 /8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - B 3 3 70.0 5- 0 2 -5/8 _ 1 -1/4 7 - 4 2 -5 /8 1 -5 /8 10 - 3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5 /8 1 -5/8 9 - 11 3 3 90.0 4 - 0 2 -5 /8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100 0 4 - 0 2 -5 /8 1 -1/8 7- 4 2 -5/8 1 -7/8 9 - 1 3 3 110.0 4 - 0 2 -5/8 1 -1/B 7 - 4 8 - 8 2 -5/8 3 1 -1/2 3 120.0 4 - 0 7 4 - --- 2 -5/8 1 -1/8 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX ALLOWABLE STORM PANEL SPAN 2 FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX ALLOWABLE STORM PANEL SPANS 3 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN STORM PANEL SEPARATION FROM GLASS. 4 * = FOR TYPE I & 11 - BOLTS REQUIRED Cal MIDSPAN TO HOLD PANEL SEAMS TOGETHER. • • = FOR TYPE 111 8. IV - NO BOLTS REQUIRED f0 HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE with t6• 7,pp1. Control r 03/07/01 09:00 i 2 N7fEIDOKOU.k iE11 FLc -.0 U PE eo• 03/07/01 • .6fenrnb r 1 •.. weal ncl tl..•pn i by lien V b y� !w ' drawing no. 01 -252 O: 00 sheer 6 of 9 FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS CINCHES) REQUIRED FOR VARIOUS DESIGN arnixnu ONusoa ANCHOR TYPE LOAD (W) P5F MEE MIN. we EDGE DISTANCE SPANS UP TO 5•_0" (SEE NOTE 1) SPANS UP TO 8 _6 (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 GOOM :=0 W1%1111111010111* 1/4'0 WOOD LAO SCREW W /4" THRE• PENETRATION (SHEAR PARALLEL TO GRAIN) 48 0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 12 L u, • •O 12 12 11 11 200.0 12 5 6 12 11 12 5 6 12 11 1111111111111111 B 111111 % a - 1/4 "0 W000 LAG SCREW W/ 1 - 3/4 - THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48 0 12 12 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 1 /4 "• ELCO MALE/ FEMALE - PANELMATE W/ 1 - 1/0 MIN. EMBEDMENT & 1/4 - Z0 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62 0 12 12 12 12 12 12 12 12 12 P m 12 12 12 12 12 12 •D NO m i m 12 12 12 12 72.0 12 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 * 1' 7/16 BRASS W000 BUSHING W/ SW EMBED. AND 3/4" MIN. EDGE DISTANCE 48.0 12 12 12 12 12 12 5 7 12 12 10 33 5 10 8 62.0 12 12 12 12 12 12 11 10 3 % {!1 11 10 11 6 P P /:, 4 4 P I P u 01 I 72.0 12 7 m 92 0 12 4 6 12 12 9 / 4 9 5 9 4 9 5 200.0 9 / //. 4 9 5 9/ 4 9 5 9 4 4 9 5 03/07/01 09:01 ANQIOR NOTES: 1 SPANS t. LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST SE LIMITED TO THOSE SHOWN N TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.0 N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. p vSRE awspb'i+B*kb us RaId� Vp /2egL 1, Wald rndta c "" °1 MOA9g1Nl (e,.iynv Y 1 1 x { • • • 1 ■ • 0 FL Li No: PE G. i 4 • Lim 11E11 983 7 2001 (cn.ci � 1 po C drarina 01 -252 sheet 7 of 9 1 FASTENER (LING ANCHOR SCHEDULE LOADS AND SPANS ON01EU REQUIRED FOR V WOUS DESIGN 3u DINLLSOG N4OHOR TYPE LOAD (W) P.S.F. MAX SEE NOTE 1) M. Y EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS JP TO 8'-6" (SEE NOTE 1) SPANS JP TO 0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" BEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 45 1 CONNECTION 2 . ..'E 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 D ;a)11011)IOUIIlU111111Ptmo:, 1/4 "• ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT MAIN, 7,100 P.S.L CONCRETE) 48.0 12 12 12 12 12 10 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 B 12 12 12 12 4 8 12 11 62.0 12 12 12 4 6 12 12 11 n N mm 11 11 I,o ,0 12 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 12 11 3 5 11 7 11 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 12 11 3 5 11 6 11 3 5 11 6 12 10 7 12 12 12 7 12 12�. m Al N N 7 12 7 12 3 7 12 7 200.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 ! :m 7 12 7 12 3 7 12 7 * * 1 /4 "O ELCO MALE / FEMALE "PANELMATE" W/ 4 MIN. EMBEDMENT 7RE-20 WITH NU T MACHINE SCREW WITH NU p1�8tcow= 3,0001.ld, cow= 48.0 12 12 12 12 12 12 5 7 12 12 11 3 11 8 12 12 12 72 t 12 12 12 12 11 3 6 11 8 62 0 12 12 9 12 12 12 12 10 3 4 4 Un 4 I 1 I 1 I 12 10 10 10 12 10 /// 4 10 5 12 12 11 12 12 jm 6 12 12 10 j 5 10 5 72.0 12 8 8 12 6 5 5 10 10 10 // 4 % 4 4 10 10 5 5 5 12 12 10 // m'1 9 12 12 10 / 5 10 6 10 5 10 5 92.0 12 10 j 6 4 12 12 5 12 10 12 5 10 5 5 10 10 5 5 10 70 !" 5 10 200.0 10 5 * 1/4"O POWERS RAWL CALK - IN W/ 7/8" EMBEDMENT S. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (STUL3,000 /.5.1.CONO 4.8 0 12 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 I 62.0 12 12 12 12 12 7 8 12 12 12 5 7 7 12 12 11 11 12 1 12 12 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 7 2.0 12 12 12 9 12 12 12 12 5 7 12 12 12 5 12 12 '7 12 12 12 12 '7 11 12 12 12 9 2.0 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 7 12 11 12 12 12 12 12 12 Ir 11 12 12 12 7 11 12 200.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 11 12 12 12 7 11 12 12 p ( J r 48.0 12 12 11 12 12 12 5 6 5 12 11 12 11 10 9 j 4 // 4 10 9 7 5 12 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 p NAIL MIN. HEN. / 1/4 POWERS RAWL ZAMAC - IN W/ 1 - 1/8" EMBEDMENT 3,OD0P. &I. CONCRETE) 62.0 12 12 11 7 12 12 12 12 11 3 12 12 12 12 12 4 12 12 12 7 11 11 6 11 6 72.0 9 / 4 4 9 9 5 5 9 9/ // 4 ! 4 9 9 N N 12 9 11 12 12 12 3 L° m 6 11 6 92.0 12 4 12 12 9 12 5 9 12 12 11 3 6 11 6 11 3 6 11 200.0 9% 5 9 / 4 9 5 9/ 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 gal• 1/4 DYNABOLT ANCHOR (MIN.2,100P.S.I.CONCRETE) 48.0 12 12 12 12 12 12 7 8 12 12 12 12 12 11 7 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 , = "1111TW RED HEAD SLEEVE W/1 - 1/8" MIN. EMBED. 62.0 12 12 11 12 12 12 12 12 12 4 3 12 12 12 L in 12 12 12 12 12 12 6 10 12 12 12 12 1 1 Im CO 12 12 72.0 12 10 9 12 8 12 3 5 12 7 12 12 12 12 12 12 12 12 4 9 12 10 92 0 12 6 7 12 12 12 m 5 12 7 12 3 5 12 7 12 7 12 12 4 B 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 & 1/4 BOLT 1 pai 48.0 12 12 12 12 12 12 11 7 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 /4"0 POWERS RAWL DROP - IN - 20 SIDEWALK 13/4"e HEAD/ ¢W // ,0 WNCRETE) 62.0 72.0 12 12 12 12 12 12 12 8 12 12 12 5 6 12 10 12 12 12 12 12 12 B 12 12 12 12 11 11 12 12 12 -- 12 12 12 12 12 12 5 7 12 12 12 12 _ 12 N , N I .CO 10 10 12 12 12 11 12 12 12 12 6 11 12 12 12 92.0 12 8 9 12 12 12 12 6 12 10 12 12 12 12 12 6 11 12 12 12 11 11 12 12 12 12 200.0 12 5 6 12 10 6 12 10 12 5 6 1 12 10 12 6 11 12 12 12 6 11 12 12 12 '753757701 09: • ANCHOR NOTES: 1 SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIRC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET & 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" )MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. PTII DESIGNATES ANCHOR CONDITIONS WHICH ARE V/4 NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. f vJa FL Lice o: I 7 200E row 01 -252 Lsheet 8 of 9 FASTENER SPACING (INCHES) ANCHOR SCHEDUL LOADS AND SPANS REQUIRED FOR VARIOUS EIESIGN ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE 3M1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5 _ 0 (SEEN ) SPANS UP TO 8 _ 6 .. (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 45 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 � "` � ""1` 48.0 12 12 8 12 12 9 3 4 9 9 6 % 3 6 5 12 12 12 12 12 12 12 9 lr 12 9 12 9 8 re, 5 8 6 62.0 12 7 4 6 5 12 10 12 10 7 % 6 3 3 7 6 r o 6 3 12 9 9 12 7 4 7 4 1/4 - • ITW TAPCON WJ 1 - 1/4•• MIN. EMBEDMENT 12.0 10 6 3 6 3 12 6 8 12 12 mgr 4 8 4 7 P. 4 7 4 12.0 8 4 8 o Io % _11 m 6 3 6 3 10 3 6 10 10 4 7 4 7 r 4 7 4 I 6 3 6 Li 6 r 6 3 7 //� 72,.. 4 7 4 7 4 7 4 7 4 7 4 ' ••• Ili * I 1/4 ELCO MALE/ FEMALE'PANELMATE W. 1-1 1/4-20 L 1/4-- 20 0 MACHINE /4 MA T 12 12 12 12 12 7 12 12 11 10 A ILr■ 11 10 l 12 r 12 12 12 12 12 8 12 12 11 6 11 8 9 12 12 12 3 5 12 12 12 12 11 12 12 12 3 6 12 10 12 10 5 10 5 7 2.0 12 8 12 12 10 r a 10 10 6 10 Z 4 10 5 12 8 9 12 12 10 FA 5 6 10 5 10 5 92.0 200.0 0 12 _ tf 6 12 12 10 / 5 10 4 12 4 7 12 12 10 5 10 5 10 5 10 10 1171 11 4 10 5 10 4 10 5 10 4 / 5 10 5 10 5 10 5 10 5 k 1/4". POWERS RAWL CALM W/ 7 /p'NEMBEDMENT w,/7/11:20' STEEL '�� cT SC 40.0 12 10 12 12 12 6 12 12 9 • 4 9 7 12 12 12 12 12 12 lw.m P r 12 12 12 12 12 6 12 9 I 62.0 12 10 8 12 12 10 4 4 10 10 8 % 4 8 4 12 12 12 12 12 11 % 6 11 72.0 12 7 7 12 12 9 9 5 8 4 12 12 8 11 12 12 3 6 11 6 11 A 6 11 92.0 1: 12 8 12 4 rm oI % J ,l 4 8 4 5 8 12 12 11 i, 6 11 6 11 ` -I % 6 11 6 200 0 8 4 8 4. 8 4 1 6 6 11 6 11 6 11 A 6 11 6 48.0 12 8 12 12 9 I N P r P r- '0 U1 % Im I p N EJ 12 12 12 12 12 12 12 11 8 7 11 11 8 8 7 a, r e, 5 4 8 7 6 4 1/4"8 RAWL NAIL MIN. U j 62.0 12 7 6 12 12 7 12 9 POWERS ZAMAC - IN W/ 1 - 1/8" EMBEDMENT 72.0 10 4 t 0 10 6 3 6 3 % 3 5 3 t2 5 12 12 7 • i 4 7 4 7 4 92.0 •--• 200.0 12 CO N N % . 12 6 8 8 5 3 5 3 3 S 3 10 3 6 10 12 10 ®N 12 7 10 7 ® r 10 lr rIo 10 � s �o 4 7 4 mlm!mI 5 12 3 12 5 8 a 3 5 5 3 8 8 5 6 6 �� 4 12 12 12 7 'rIr 92 4 5 7 7 4 1410 m 1 /L - 8 DvNANOET ANCHOR 48.0 4111775 _ ITW SLEEVE ED. HEAD W/1 - 1/8 - MIN. EMBED. 62.0 11 11 11 6 A oli 3 6 6 5 A 3 5 3 12 8 9 12 12 8 . CO jr-. 8 7 l 4 7 720 9 5 9 9 5% 3 5 3 % / 3 5 3 12 5 8 12 12 7 % I 4 7 /4 7 3 9 0 7 771% I r In 1 4 3 S 3 WINEMBIEVIAMEMBEIn 3 5 3 9 3 6 9 9 7 4 4 7 7 m m 7% 7/ 4:4 7 3 0 200.0 5 3 5 3 5 7 3 * 11111111111111111111181' 1/4 EPDXY S.S. MACHINE 2" 48 0 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 11 12 12 62.0 12 12 12 12 12 6 12 12 12 12 10 10 12 12 10 10 12 12 12 12 12 12 12 12 12 12 12 6 12 12 12 12 I N 10 12 10 =103] 20 ITW EPCON ANCHOR W/ SCREW W/ 72.0 12 12 12 12 12 12 12 5 10 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 10 10 12 12 10 10 12 5 10 12 10 MIN. EMBED. 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 12 5 10 12 10 03/07/01 09:01 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIRC LOADS MUST BE UMITED 70 THOSE SHOWN IN TAKE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW, Media Dab With too 1. Z MIIpY •, Icd No: 83 7 200 03/07/01 FL Lk PE O..•pn by - c..c..0 D1 VJK �• , e....inD no 01 -252 sheet 9 of 9 Inspection Date: 11/20/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS CA_ Job Address: 145 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRIORITY CONSTRUCTION MANAGEMENT INC Building Department Comments Friday, November 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 21 ENTD Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 786 - 299 -2776 Page 1 of 2 Passed itk b ✓ Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 11/20/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS CA_ Job Address: 145 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRIORITY CONSTRUCTION MANAGEMENT INC Building Department Comments Friday, November 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 21 ENTD Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6421 Parcel Number 1132060133330 Lot: Phone: 786 - 299 -2776 Page 1 of 2 BUILDING ;,77';tt,; 7 - 1 PERMIT APPLICATION I OCT 1 9 2006 1 Master Permit No. FBC 2004 E Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) a, 0 Owner's Address 1 NE 6 (t City orep State rL Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name 1 • (C C.a- 0-7,4 -v -.)...) 0.4 Phone # 76'6 a ci S 2,7)6. Contractor's Address ( N - , , , u' S --- City J-& ` A-4-.. --- ` tate -(_ Zip —3 - 'j 1 67 C Qualifier Name 2 f 7/9 4 d �/ �y� /� Phone # 7 r c Z C •)_2 b State Certificate or Registration No. Gam_ © st-- 'i (. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 l 4 1-0(7 ov 14s NEctI el- Plumbing Zip 3 Phone # County Miami -Dade Permit No. `OS O23 CAA.60(14 Phone # s 44.V Phone # Structural Review. $ Total Fee Now Due $ Mechanical Roofing Zip 37(R Square / Linear Footage Of Work: 1 ¥ 34Q r t Type of Work: ['Addition ['Alteration ['New A 0 Rep' ['Demolition Describe_ Work: iiJ:A(k) ('Po ,afph'Y?en . // 5M 7 2 .¢ m/i 2vO. /20"/A- ******,** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ ` D � CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abser of such posted notice, the inspection willrot be approved and a reinspection fee will be charged. Signature - Contractor re me this IM The foregoing instrument was acknowledged befoize me this VI ri {day of , 20 _, by h: who known to me or who has produced is personally known to me or who has pr ti cedi o c As identification and who did take an o as enti cation and who did-, &e # oath. Owner or Agent The foregoing instrument was ac o ledged b day of 6L,,,- , 20 56 , by t ,S NOTA ' Y PUBLIC: Sign: 410� Print: 1 LS My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY Sign: Print: My Co , q e arm mission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. tJ7 — Z(O0 Job Name CA9- / 4002 Date /C7 /1 /0c. BUILDING CRITIQUE SHEET doc, g 0.o / s tam r - r - re c1% A' e c It) ,)WezJ .4{v7-m l .S —rmeo /�Dvi <Qe i�T 756. 6ticl citte tem) . MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 w. 23 Street Hialeah, FL 33010 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: Series "400" Aluminum Horizontal Sliding Window '. • • • • • ...... . APPROVAL DOCUMENT: Drawing No.W97 -31, titled "Series 400 Horiz. Sliding WiidoU', sheets l,through. 4 of 4, prepared by Al Farooq, dated 10/6/97 with revision F dated 6/11/03, signed and sealed •by Huntaxoun ..... ; Farooq, P.E., bearing the Miami -Dade County Product. Control Revision stamp with the Notieeof Acceptance number and expiration date by the Miami -Dade County Product Control Division. •• • • . . . • •. • •... MISSILE IMPACT RATING: None 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•iaed;herein! RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 4tn,no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0320.14 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • .. .. NOA No 03- 0807.06 Expiration Date: April 17, 2008 Approval Date: November 27, 2003 Page 1 ...... • • • • ..... •.S... • . • • • ...... • • " Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W97 - 31, titled "Series 400 Horiz. Sliding Window ", sheets 1 through 4 of 4, prepared by Al Farooq, dated 10/6/97 with revision F dated 6/11/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3802, dated 03/15/03, signed and sealed by Joseph C. Chan, P.E. Submitted under NOA# 00 0327.12 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Repor . Q. FTL - 1386, dated July 11, 1996, reissued 07/25/96 and a revision1ette JpJy 15, 1998, all signed and sealed by Gilbert Diamond, P.E. • • • • • • '....' 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ' ' • 2) Uniform Static Air Pressure Test, Loading per lF, •TAS P4 3) Water Resistance Test, per FBC, TAS 202 -94 • . : .. : • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TA'3 202 -94 .•:• •' along with marked -up drawings and installation diagram of an a iriinim horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Re>To. FTL - 1364, dated February 1, 1996, reissued 07/25/96 and a revision fetter dated July 15, 1998, all signed and sealed by Gilbert Diamond, P.E. • • • C. CALCULATIONS 1. Anchor Calculations and comparative analysis, prepared by Al- Farooq Corporation, dated 6/9/03, signed and sealed by Dr. Humayoun Farooq, P.E. Complies with ASTM E -1300 Submitted under NOA# 03 0320.14 2. Anchor Calculations and structural analysis and Comparative analysis prepared Al- Farooq Corporation, dated 1/25/03, signed and sealed by Humayoun Farooq, P.E. Submitted under NOA# 00 0327.12 3. Anchor Calculations and structural analysis and Comparative analysis prepared Al- Farooq Corporation, dated 10/03/97, signed and sealed on 10/ J�.y Humayoun Farooq, P.E. E -1 Manue ' er z, P.E. Product Cont , of aminer NOA No 13- 0807.06 Expiration Date: April 17, 2008 Approval Date: November 27, 2003 • • .' • • • ..... • • ..... ..... . • • • • Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of no financial interest, dated 6/9/03, signed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated 6/9/03, signed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL - 3802, issued by Fenestration Testing Laboratory, Inc., dated 5/27/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 03 - 0320.14, issued to Curv-A -Tech Corporation, Series "400" Aluminum Horizontal Window, approved on 4/24/03 and expiring on 4/17/08. ; • E -2 • • • .. • • • •...•. •••. • •. • • .•. ••.•S. • • •• •• • • • •••• • • • • • • •••• • • • •••• • • • •• • •••• • • • di /41. Manuel Perez, Product Control Exa NOA No 03 -08 ! ■ 6 Expiration Date: April 17, 2008 Approval Date: November 27, 2003 • •••.• •••.•• • • • ..•... • • FOAM PAD 0 d • • • I o ,, • • TYPICAL ANCHORS TYPICAL ANCHORS 1 1 0 !� I I! e allt; i t �1 L' W2 W3 �� a. 1'BY OR 2'BY WOOD BUCKS • d. W1(WEEPHOLE) 0 W4 TYPICAL ANCHORS WOOD BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r L J EXTERIOR • 0 1 BY OR 2 BY WOOD BUCK • • • • .. • •••••. • •...•• •••• • • •••• 00000 • • •• •• •••••• • • • • • • • • • • •• • LOCKS LOCATED AT ±10 -3/4” FROM EACH END • • 0004.• • • ••••• • • • • • •••••. • 0000• • •• • • • TYPIC'AI"ANCHORS: •••... A. INTO 2" BY. WOOD BUCKS •...3/16" JJL . • • T+WPCONS • WITH •• •• 'B'.•INTO 1:: BY WJDOD BUCKS • � • •. • 3 / 16" WV.' 1 PCONS WITH • I NOTE: •••• • • •••• 0000•• •••••• • • • .• • • WINDOW WIDRH XO . LTOLIT •••• • • • • •• • • • • 0000 1 WINDOWS OF CONFIGURATION XO OR OX GLAZED WITH 3/16" TEMP. HEAD GLASS SS SHALL USE 1/4" DIA. TAPCONS AT 1 ANCHORS AT JAMBS AND SILL MAY BE 3/16 DIA. FOR 1 LALL CASES. J • • • • • • •• • •••• •_ • • ••• • • •• •• • 1 —e /8" MIN. PEA NATION INTO W )OD OFt INTO.MASOATRY••• • 1:Tr4 "2l1N. EMBEO•INTO MASOh1RY • • • GLAZING METHOD: EXTERIOR GLAZED, 3/8" TYP. GLASS BITE, USING SILICONE BEDDING COMPOUND NO. OSI HM -270 AND ROLL FORMED ALUMINUM BEAD. SEALANTS: ALL FRAME CORNERS, AXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLES: W1 - 3/8" NOTCH IN LEG AT EACH END W2 — 3/16" X 2" NOTCH 4 PER SILL W3 — 3/16" X 2" NOTCH 3 AT XO & OX SIZES 4 AT XOX SIZES OPEN CELL FOAM PAD (1/2"X 3/4 "X 3-1/4") AT EACH W3 W4 — 1/2" X 178" NOTCH AT SILL TRACK AT 2" & 39 -7/8" FROM EACH END (XOX SIZES) AT 1 - 1/4" FROM EACH END (XO OR OX SIZES) 1/4' SHIM MAX. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 JUN 1 3 2003 a - TYPICAL ANCHORS a PRODUCT REVISED es complying with the Florida Bwhtrg Code Acceptance Na •03 0 7. 0(0 ENpiration Dote APRIL. 17,ZOU8 By P = Dade Pro< net Con Div tS� 0 z 0 .J EE 0 2 0 0 W EE W r-, in O N . rn 0 z 0 4 w • E' + O cL Ai 0 r w o Z W 7 O 0 Q Q a N O s., 1 z c c O a 0 y 0 'fl 0 c W 0 z 0 0 W x La 0 Z. 0 0 z 0 a 0 ri W u) 0 m c drawing no. W97 -31 (sheet 2 of 4 ) ITEM # PART # REQD. DESCRIPTION REMARKS 1 10248 1 FRAME HEAD 6063 -T5 2 10845 1 FRAME SILL 6063 -T5 3 10847 2 FRAME JAMBS 6063 -T5 , 4 . 11822 1/ VENT RD. FIXED MEETING RAIL 6063 -T6 4S 10249 1/ VENT STD. FIXED MEETING RAIL 6063 -T6 5 10846 1 SILL TRACK 6063 -T5 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6063 -T6 7 - 1/ VENT 5/16' BOX SCREEN OPTIONAL 8 10257 2/ VENT VENT SIDE RAIL 6063 -T6 9 11823 1/ VENT H.D. VENT INTERLOCK RAIL 6063 -T6 9S 10256 1/ VENT STD. VENT INTERLOCK RAIL 6063 -T6 10 C -3055 4/ VENT WHEEL HOUSING & GUIDE NYLON 11 C -3056 2/ VENT ROLLER PIN STAINLESS STEEL 12 C -3085 4/ VENT VENT FACE GUIDE NYLON 13 - 2/ WINDOW WEEPHOLE HOUSING & FLAP NYLON OR CELCON 14 - AS REGD. ALUM GLAZING BEAD ROLL FORMED ALUMINUM 15 - AS REGD. SILICONE GLAZING COMPOUND OSI HM -270 16 7916 -187 AS RECD, FINSEAL WEATHER STRIP 17 - AS REGD. 4 8 X 1' SMSPHP SCREWS ASSEMBLY SCREWS 18 10255 4 ALUMINUM VENT LATCH 6063 -T6 19 C -3081 4 LATCH SPRING CLIP STAINLESS STEEL 20 C -3057 2/ VENT BRASS ROLLER 21 - 1/ VENT 4 X 2 -1/2' SMS FIXED RAIL BOTTOM SCREW TYPICAL ANCHORS 0 4S • STD. MTG. RAMC • (FOR XO OR OX Cant" o. • •••• •••••• •• •• •• •.••.• • • • • • • • • • • EXTERIOR HEAVY DUTY MTG. RAILS XO LAYOUT OX OPPOSITE • • • •••••. • •••• • • • •••• • • • • •• • •••• • •••• • • ••.• •••• • • • ••••.• • • • • _ • • • :• _ BOO NCKS t �S .CURV -A -TECH $S �./SSTAIN »IPEISED LOADS •••••• • • 00000 • • •••.• 0 0 -*AUUM anW AMMONIA 411.11. 0 WIND ❑W WIDTH 1/4' SHIM • • MAX, • ' . •••• • • ••• • 1 �,��11 \ \lilgU \Yp \ \1U 1 \U- b • ••••.• • • • • •••••• • • ••••.• • • • • • • .• • • •.•• • • •••• c • . • • • • • • • •• • • • •• •• • • • •b.•• • • • '• ••■• VPICAL ,PJ HOFCS •.•• • •• • • • • '�• Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 JUN 1 3 2003 PRODUCT REVISED as complying with the Florids Bolding Code Acre i mace No 0.5 06 x :ration Datei9EgAaja,M8 M am' sae Product Conii'o [Phis . 1 J 0 z z V) cc 1 0 0 O (n W W <n C O N 7 d 8 0 0 Q in a) d 0 C 0 z 0 O O r) O t0 0 ri W drawing no. W97 -31 sheet 3 of 4 2.500 FRAME HEAD O 10248 6063 -T5 �---- 1 1.. .812 L- VENT TOP /BOTTOM RAIL O 10250 6063 -T6 1.149 SILL TRACK 0 10846 6063 -T5 3.312 FRAME SILL 0 10845 6063 -T5 VENT SIDE RAIL 10257 6063 -T6 H.D. VENT INTERLOCK RAIL 11823 6063 -T6 1.594 -� 1 1 1.671 1 H.D. FIXED MEETING RAIL O 11822 6063 -T6 1.499 r 1.500 --° .984 I J I � L1.062 STD, VENT INTERLOCK RAIL 9S 10256 6063 -T6 1.594 1,046 L -1.094 STD. FIXED MEETING RAIL 4S 10249 6063 -T6 • • • • • •• • •••• • • ••.. • • •• •• • • • • • • • • • • •• • • • •••• • • •••• • • • • •• • • • •••• •••• • • •••. •••• • • • •• • • • • • ••.•• • • ••..• •.••.• • • • •....• • • • FRAME TOP CORNER • • • •••• • • •••• FRAME BOTTOM CORNER Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 VENT CORNER z c? Z, w C P4 ▪ 8 0 o v) w r 0 CI >M o0 a s a N . Eg N vi O Qi w v ) wN M 1 z in w N 0 CO n rn 1 6.0 N N 0 ( O Z 0 0 _J N iY 0 Ec O O w w V) rn rn co rn co co c co u) 0 I CO CO Cri M J w of C 0 N c 0 0. C 0 y b T O ' W x N N 4- z z 0 z 0 O v 0 0 cG 0 M 0 t0 0 0 w L ) n 0 • • ° u m .0 -�i .812 FRAME JAMB By Miata 13i is JUN 1 3 2003 PRODUCT REVISED as complying with the Florida Buiding Code eptance No O3- 0807.0C, E Tiration Date : ' ' 'De . • let de Product Cont 0 0 M N rn a" 0 0 0 drawing no. W97 -31 sheet 4 of 4 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23' Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and 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'$Yform in.••. the accepted manner, the manufacturer will incur the expense of such testing and tha •AHe1 may Timm; diately • • revoke, modify, or suspend the use of such product or material within their jurisdiction.• 3 f !A reseeiWthe right • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control DMgi'o'n'that this product o� • • •: •••• • • • • 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 Ijg1 elocityt1 ricane g Zone of the Florida Building Code. • • • • • DESCRIPTION: Aluminum Tube Mullion • • .•••• APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions"' 1 through 3, prepared by Al Farooq Corporation, dated 12/7/95 with revision A dated 02/01/02, signed and sealed lry • 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: None LABELING: Each unit shall bear a. permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0313.08 Expiration Date: March 28, 2007 Approval Date: August 22, 2002 Page 1 4.000 6.000 L .-2.000-1 TYPICAL WINDOW FRAME INSTRUCTIONS;. USE CHARTS AND' AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. STEP 1 STEP 2 STEP 3 STEP 4 USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP C ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • 2.02 • 3.000 •• • •••• • • •••• •••• • • •••• • TYPICAL GLAZING PRODUCT 4.00 MULLIONS CONTAINING TYPICAL GLA *4 PR9 &CTS HORIZONTAL OR VERTNAJ SEE WINDOW OR DOOR APPROVAL FOR FASTENERS; SIZtS;AND SP ifip • • • ▪ • • • • •• • 1.000 • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • •••• • • •••• •••• • • • • •• • •••• • • •••• • • • • •• • • • • • • • • • • ••• • •••• • • •••• • • •• •• • • • • • • • • • • • •• RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING .(STUCCO, TILE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 —T5. Engr. DR. HUMAYC*.JN FRRCOO STRUCTURES FLA PE / 16557 FEB 11: 2002 Approved ns complying with the Florida Buldloc Code Date NOA# Miami Uadc Produc Di • Ion By 0 c 0 . s 1 U 0 I Q rn co z 0 3 C c c O ~ 0 y 1 3 v 0 0 ,c i O 0 0 ors drawing no. M95 -19A (sheet 1 of 3 MULLION LOAD CHART 1'•1.2'..1 /B" ALUM. TUBE N] fTEM. 61 ID N -i m 20 30 40 56 60 70 80 TRIBUTARY NIOTH - INCHE3 ANCHORS TYPE A,B, OR q ANCHORS TYPE A,B, OR C GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT W1 ANCHORS A,9,ORC W2 TRIBUTARY WIDTH = w1 + W2 2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN HORIZONTAL MULUON 1 ANCHORS A,B. OR C ID -i ID 20 1 .3' ..1 /B' ALUM. TLHE MUU s FAN 0 20 MULLION LOAD CHART TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CNQRT ID ID 0' ID B 3/E ANC410�6 eTYPE ilr••;• •••• • AG CT:L *0 • e •• • • . • • •• • • • • • • • •• •• • • •• •• •• • •• •• •• • • 30 40 SE! Ea CI 70 8E1 TRIBUTARY WIDTH - INCHES MULLION LOAO CHART 1'x4 "x1/8' ALUM. TUBE IlIkIiiIi ■1 ■111 •16111WE�iRM= 1111111111511.111 \"■■'■,■e■■■ 111111k11111111111111E111111111111 ■ \1111111\13■111111■ •1111,,. •1, •1.' •1■ ■■1.' ■.MI'■ „11,11, ■ •1� 1111111M ■ \■ ■ \MIMI■■ 30 40 50 60 70 40 • 24•••30 70 INCHE3 '••' • ••• RIBUTAR� IDTH -INCHES. • TRIBUTARY WIDTH - • • • • •••• •• 16 • .+ •••• c 1L 0 O 0 a El J Lf) m M Bg FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, ANQ,ft LOAD• CHART MULLION LOAD CHART joammen TWE , ■1. \1 ■■ "11,11■„■ 1.■,... •111.. •1U \1111\\ ■ \1■ ■1111■■.� \1 ■��E�. ■1� ■.�. 1111111111101111111111111111111111111 ■ ►1 ■111111\1111116■■ ►\11 \ ■ \� ■ \11■ ■\► 11� ■ \1 ■ ■\M •1 \■ •1■ �11■�11■ \11� ■11■ 1111\ \■1111■ \1111■■ 2 x4'xl /8' ALUM. T IID VW. aau, aa••.30 40 50 60 70 B •••• `fRIBtj1'12:}1IDTH - INCHES • • • • .•• • MI,E©NNEMG •ANCHWMPoT.PE B MMENNWMUUMEHM I KV niningSMOOMMM ;S1\_�ii►�iOMME ■■ MUMEMEMMIEMMEM ■MMEM., ■M,■,■ 1111, `��„ ■,�.,., ■E" NIII"ME,"M IIIMMINNMEMMEMMO ■■■M M„■'■," MME ",,M,■,■ ■■■■",.`.`.` MINIMEMMMEMMUM ■E■■■M\\M\ME\ ■E■■■■■\\\MEM ■M■■■■■ME\MEM 20 30 40 60 60 70 90 TRIBUTARY WIDTH - INCHES .-1 N ti 0 m Tr m M - 8' Ln m Engr. DR. HUYAYOUN FAROOQ - STRUCTURES FLA. PE 18547 • FEB 1 1 2002 MULLION LOAD CHART 1•111„■, ■ ■,�� ■■ ■111\111■1■111M... 111\ \\11 \1111 ■1111■■■ !!111►111E1111►,1■■ \111 111 ■LIM 11111111■■ � \! ■►1161111 \1111►`■■ EVIIII E108 ,,..■.■'.'.■•1 1111 ■ ■1 11 \1111\11■ �� ■1111\ ®111111■► ■ ■ ■ \ \INENIM \■ ■111111111111 \11! 11116 2 "x6'xi /B" ALUM. TUBE M ATT'TT PPM. 20 30 40 5g 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ,,, 1111 ,,,, ,,,, „ „ 1 . 111 PT ANCHORS TYPE C 1KCT -C 20 30 40 60 60 70 90 TRIBUTARY WIDTH - INCHES Approved n3 camplying with the Florida Uuldin: Code Datc �0 NOM Iii1.7 /.1C /L i9. Miami Dade Produc D 63 In c O N ' a1 4- 4 0 N 0 2 U z •o U cn cn 3 Z ) c 0 a 0 to 0 0 drawing no. M95 -19A sheet 2 of 3 1.500 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION 0 0 MUWON MULLION 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG r .•■•••••■•••".....,••••••••••eer.":77- y • . ............................... ... ............................... . ............................... PRECAST CONC. SILL ANCHORS TYPE 'A' MAX. 1.500 MIN. O • # 14 S.M.S. 1-1/2" MIN. EMBED INTO W000 1/ ANGLE 0 • . d . •o 4 # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DIA. TAPCON 1 1/2" MIN. EMBED 1/ ANGLE r -- 14 S.M.S. 2/ ANGLE MUWON • • • • • •• • 1 • yf�IJ.I.l0N • . • •••• • • •••• • 2 2 X ••. • • • •A UM AMGLLE — •.•2 -5/8" DNCu • • • • • 0• •• 0000 1.500 MAX. ANCHORS TYPE ' B' • • ••• . - • - r►. -• • • • • 4 • • • • ••.• • • 0 t ....111uu11n 11' 111m,„itut,. il • ' /� p IMT1\vv 1111nn • • • • • MIN. MASONRY EMBED 1/4" 0 TAPCON • 4 2/ ANGLE 18Y OR 2BY WOOD BUCK .° • • • •• • • .• • •••• • • • • • • z • • • • • • • 0000 • •• • • •••• •• • • • • • • •••• •• •• • • • • •00• • • • • •00• • • • • •00• • •• • • • • •• MUWON # 14 S.M.S. 3/ ANGLE ANCHORS TYPE 'C' 2 X 2 X 1/8" MUWON 2 X 2 X 1/8" • • • •••• ALUM °ANGLE • ' • •••• 3 -5/8" LONG Engr. DR. HUMAYOJN F.'1R000 STRUCTURES FLl. PE / 16557 :NOTCH WOOD BUCK TO ACCOM ❑DATE .: CLIP ANGLE TO MASONRY 44 • 1/4" 0 TAPCON • 1-1/4" MIN. EMBED 2/ ANGLE ° CONCRETE OR 1 ll!' 1111111 \11111111111111111. lti111111N1111111111N111u11 d ° • CONC. FILLED BLOCKS WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Approved ns complying with t10 Florida Duidin ode 0 Date NOA _s o q Minm l Dade Product • Di C ) c 0 • 4 0 0 Z O O I N 0" O 1 ✓ U.1 CD O n 2 w I N G Q 0 Urn c O 0- d ' 0 (n N 0 .o O 0 ' O O s c ) q 0 ) drawing no. M95 -19A sheet 3 of 3 Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Contractor: HOME OWNER Building De artment Comments Monday, July 24, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 JUL 2 5 RECD Block: Permit Type: Residential Construction Inspection Type: WINDOWS Work Classification: Addition Phone Number (305)759-6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: CABOUR, MATHIAS Job Address: 145 91 Street NE Project: <NONE> Contractor: HOME OWNER Building De artment Comments Monday, July 24, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 JUL 2 5 RECD Block: Permit Type: Residential Construction Inspection Type: WINDOWS Work Classification: Addition Phone Number (305)759-6421 Parcel Number 1132060133330 Lot: Page 1 of 2 Issue Date: 10/19/2006 Owner's Name: MATHIAS CABOUR Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 145 91 Street NE Miami Shores Village, FL Contractor(s) Phone Primary Contractor PRIORITY CONSTRUCTION MANAC 786 - 299 -2776 Yes Additional Information Type of Work: WINDOWS Additional Info: No of Openings: 11 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 Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $15.00 Technology Fee $5.25 Total: $237.65 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/17/2007 Permit Status: APPROVED Permit Number: WS -10 -06 -2603 Phone: (305)759 -6421 Parcel #: 1132060133330 Block: Lot: Section: PB: Total Square Feet: 218 Total Valuation: $ 2,400.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS Total: 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 . Issue Date: 4/4/2006 Owner's Name: MATHIAS CABOUR Permit Type: Residential Construction Work Classification: Addition Job Address: 145 91 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: CONVERTION OF EXISTING CARPORT TO FAMILY ROOM REPLACE EXSTING WINDOWS@ DINNING ROOM AND KITCHEN Additional Information Miami Shores Village, FL 33138- Type of Construction: GARAGE ENCLOSUI Occupancy: Single Family Stories: 1 Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 12/19/2005 Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: Additional Info: 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 Amount Bond Type - Owners Bond $300.00 CCF $6.00 Certificate of Completion Fee $150.00 Education Surcharge $2.00 Miscellaneous Fee $40.00 Permit Fee - Additions /Alterations $285.00 Plan Review Fee (Engineer) $50.00 Scanning Fee $60.00 Submittal Fee ($250.00) Technology Fee $7.20 Total: $650.20 Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/22/2006 Total: APR 0 5 PAID cc . Permit Status: APPROVED Permit Number: BP2005 -583 Phone: (305)759 -6421 Parcel #: 1132060133330 Block: Lot: Section: PB: Total Square Feet: 280 Total Valuation: $ 9,500.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final RuiUling Invoice Number Amt Due Amt Paid RC- 4- 06- 24375 $650.20 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. Issue Date: 4/4/2006 Owner's Name: MATHIAS CABOUR Permit Type: Residential Construction Work Classification: Addition Job Address: 145 91 Street NE Additional Information Miami Shores Village, FL 33138- Fees Due Amount Bond Type - Owners Bond $300.00 CCF $6.00 Certificate of Completion Fee $150.00 Education Surcharge $2.00 Miscellaneous Fee $40.00 Permit Fee - Additions /Alterations $285.00 Plan Review Fee (Engineer) $50.00 Scanning Fee $60.00 Submittal Fee ($250.00) Technology Fee $7.20 Total: $650.20 Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/22/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: CONVERTION OF EXISTING CARPORT TO FAMILY ROOM REPLACE EXSTING WINDOWS @ DINNING ROOM AND KITCHEN Type of Construction: GARAGE ENCLOSUI Occupancy: Single Family Stories: 1 Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 12/19/2005 Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: Additional Info: 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. Invoice Number Amt Due Amt Paid RC -4 -06 -24375 $650.20 Total: Permit Status: APPROVED Permit Number: BP2005 -583 Phone: (305)759 -6421 Parcel #: 1132060133330 Block: Lot: Section: PB: Total Square Feet: 280 Total Valuation: $ 9,500.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Ri iildind M I A M I•DADE ADE COUNTY, FLORIDA DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) I ;r Y STREET, SUITE 1603 PRODUCT CONTROL DIVISION , FLORIDA 33130 -1563 1 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 •••• • • •••• MaZrgarVn ig MAR 3 0 2006 IT kA; NOA No 02- 0227.05 Expiration Date: April 11, 2007 Approval Date: April 11, 2002 Page 1 j c S 9(sr. SCOPE: B Y: This NOA is being issued under the applicable rules and regulations governing the use o- consdcfioNfnaterials. 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: Series HS -8700 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W02 - 07, dated 01/21/02, with revision A dated 03/14/02, titled "HS- 8700 Alum. Horiz. Sliding Window ", sheets 1 through 5, prepared by Al- Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEItMj]:IATION of this NOA will occur after the expiration date or if there has been a revision or change in the • • mater416,1se, angl/orrpanufacture of the product or process. Misuse of this NOA as an endorsement of any • • produotplor 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. ADV)ERTISEM The NOA number preceded by the words Miami -Dade County, Florida, and followed by • the t •• i n date m: De displayed in advertising literature. If any portion of the NOA is displayed, then it shall be cjgtie ip its entirety.. • • • IAPEG1'ION: tlr copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • • and shall be availsbtefor inspection at the job site at the request of the Building Official. • Thi);1110A. consists Milts page 1 as well as approval document mentioned above. • • The subrr'iitted dIcteerttation was reviewed by Manuel Perez, P.E. 5 3/4" MAX. TYP. • HEAD /SILL CORNERS: • In 1/8" ANNEALED CUSS ••• .090 INTERLAYER SAFLEX HP BY SOLUDA • 1/8" ANNEALED CLASS SIUCONE SCHNEE—MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' LAMINATED BY 'ARCH ALUMINUM' • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • ••. • • • • ••. 4 1/2' • •47• • • 32 1/8" D.L OPG. 36 3/8' VENT WIDTH 72" WINDOW WIDTH • • TYPICAL ELEVATION TESTED UNIT 1/8' ANNEALED CLASS .090 INTERLAYER SAFLEX /KEEPSAFE 1/8" ANNEALED GLASS SIUCONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' LAMINATED BY 'GUARDIAN' 14 4/4" 32 1/8" D.L OPG. 1MAX• (• • • • z FALSE KUNTINS SURFACE APPLIED OPTIONAL TYPICAL • NORS • EEE SHEE 3 FOR TYPE t SIZE 'co N 8 1/8" ANNEALED GLASS .015' ADHESIVE BY S.I.C. .070" POLYCARBONATE SAF —GLAS .015" ADHESIVE BY S.I.G. 1/8" ANNEALED GLASS SIUCONE SCHNEE—MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'C' LAMINATED BY 'SECURITY IMPACT' Z i X FOR XO OR OX SIZES VENT AND FIXED CUSS TO BE EOUAL WIDTHS APPROVED CONFIGURATIONS 1/8" HEAT STREN GLASS .090 INTERLAYER DUPONT BUTACRE PVB 1 /8" HEAT STREN'D GLASS SIUCONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'D' LAMINATED BY 'ARCH ALUMINUM' GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE NOT REQUIRED SEE SHEET 2 FOR CAPACMES 1/8" HEAT STREN'D GLASS 1 /8' ANNEALED GLASS NOTES: 1. THIS PRODUCT 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-04E COUNTY OR 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. .090 INTERLAYER SAFLEX/KEEPSAFE 1/8" HEAT STREN'D GLASS 1/8" ANNEALED GLASS SIUCONE SIUCONE SCHNEE — MOREHEAD 5731 SCHNEE — MOREHEAD 5731 DOW CORNING 899 DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GLASS TYPE 'E' LAMINATED BY 'GUARDIAN' .090 INTERLAYER DUPONT BUTACRE PVB GLASS TYPE 'F' LAMINATED BY 'ARCH ALUMINUM' .ngr. OR. HUMAYOUN FAR000 STRUCTURES FAA. PE r 16557 Approved as complying with the Florida Raiding Code Dal - 1b 200 NOA n 1 • Miami Dade Prod ytmitre! D' Ls' B . 0 1 0 0 03 N co 2 4 cn 0 2 lY WO D m g On ZM n Oz t `� n 5 °20 drawing no. W02-07 (sheet 1 of 5 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOW DIMS. ••1 ,GLA lYPE 'A ElitSSjnE 'B' • GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' '3/16 APCONSa /16".TAlCOMS • : /16; TTfICONS 1/4" TAPCONS 3/16' TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT fEXII( +} INT.( -i EYT.(. IgT.( -) 0CT1+) 2NT. =) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXI.( +) INi.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 24" 36" 24' 4' 70.3 70.0 • 60.0 • 60.0 Sao 10.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 • 70.0: :0.0 l ' 4 §0.1: . ..60/L! ° 800 ,0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 . 7A/0: 4 10.0 . :601 80.0• 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48' 60' 72" 36' 4 70.0 • •0.0• a60.0 •60.Q 80.0 , 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 41 • 70.0 /0.0 a 60.6 • 60.15 •• 80t 6 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 74.8 74.8 74.8 74.8 70.0 70.0 70.0 70.0 80.0 79.3 80.0 80.0 74.8 74.8 74.8 74.8 24" 36' 48" 60" 72' 'T 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 79.3 80.0 90.0 70.0 70.0 70.0 70.0 80.0 79.3 80.0 80.0 80.0 79.3 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 89.3 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 89.3 80.0 80.0 6 66.2 66.2 60.0 60.0 66.2 66.2 66.2 66.2 70.0 70.0 70.0 70.0 80.0 71.4 80.0 80.0 66.2 66.2 66.2 66.2 6 54.6 54.6 54.6 54.6 54.6 54.6 54.6 54.6 70.0 59.5 70.0 70.0 80.0 59.5 80.0 80.0 54.6 54.6 54.6 54.6 24' 36" 48' 60' 72" 60' 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 63.5 60.0 60.0 80.0 63.5 80.0 90.0 70.0 63.5 70.0 70.0 80.0 63.5 80.0 80.0 80.0 63.5 80.0 80.0 6 70.0 70.0 60.0 60.0 78.8 71.4 78.8 78.8 70.0 70.0 70.0 70.0 80.0 71.4 80.0 80.0 78.8 71.4 78.8 78.8 6 52.9 52.9 52.9 52.9 52.9 52.9 52.9 52.9 70.0 57.1 70.0 70.0 - - - - - - - - 6 43.0 43.0 43.0 43.0 43.0 43.0 43.0 43.0 70.0 47.6 70.0 70.0 - - - - - - - - 26-1/2' 37' 53 -1/8' 74' 26• 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 . 80A 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 26 -1/2' 37' 53 -1/8" 74" 38 -3/8' 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 66.7 66.7 60.0 60.0 66.7 66.7 66.7 66.7 70.0 70.0 70.0 70.0 80.0 72.4 80.0 80.0 66.7 66.7 66.7 66.7 26 -1/2" 37' 53 -1/8' 74" 50 -5/8" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 7110 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 73.2 80.0 90.0 70.0 70.0 70.0 70.0 80.0 73.2 80.0 80.0 80.0 73.2 80.0 80.0 6 70.0 70.0 60.0 60.0 73.3 73.3 73.3 73.3 70.0 70.0 70.0 70.0 80.0 76.5 80.0 80.0 73.3 73.3 73.3 73.3 6 50.5 50.5 50.5 50.5 50.5 50.5 50.5 50.5 70.0 54.9 70.0 70.0 80.0 54.9 80.0 80.0 50.5 50.5 50.5 50.5 26 -1/2" 37" 53 -1/8" 63" 4 70.0 700 60.0 60.0 80.0 82.1 80.0 90.0 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 58.6 60.0 58.8 80.0 58.8 80.0 90.0 70.0 58.8 70.0 70.0 80.0 58.8 80.0 80.0 80.0 58.8 80.0 80.0 6 63.8 61.4 60.0 60.0 63.8 61.4 63.8 63.8 70.0 61.4 70.0 70.0 80.0 61.4 80.0 80.0 63.8 61.4 63.8 63.8 • • 0410 • • • 00• O41 •• • • • •0 041 • • • • • • • • • • • • • • • • • 4100 • • • • • • • • • • • • • • • 000 • • • • 000 A = NO. OF ANCHORS PER HEAD 6 SILL THESE CHARTS ARE FOR FRAME SILL WITH ADD - ON RISER FOR STANDARD SILL LIMIT EXTERIOR( +) LOADS TO 70.0 PSF ;.= DP. NUMAYOUN FAR00a STRUCTURES ETA. PE / ¶6557 Approved as complying with the Florida Min Code Date 11 E. NO • eYE3aS= Miaat Da D' '. tan B Produc 2 ✓ q z E N1 oo 1 U 0 a a � O U Z n O Q < m O a�o I m0� ▪ u1 O G , � 3qm : M W 2 F Z 8 1 0 U Al drawing no. W02 -07 1 Y (sheet 2of 5 • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • ..• . • • • • D:pULItS • • • • • • —1/8' X 1/4' WEEPHOLES AT 3 -1 /e FROM EACH END W/ PLASTIC BAFFLE FRAME SILL STANDARLZ UMIT EXTERIOR( +) LOAD TO 70.0 PSF • • .• • • • • • • • TYPICAL ANCHORS SEE ELEV. •• • • •• • • • • •• •• • • • • • ••• •• 3/16 RIVET (1) PER CUP TYPICAL. ANCHORS SEE ELEV. FOR SPACING •• • • • METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS SEE ELEV. 2 BY WOOD BUCK FRAME SILL WITH ADD -ON RISFR SEE CHARTS ON SHEET 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3/16' TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO W000 THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 3/18' DRII I F1 FX SELF DRILLING SCRFW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) 1/4' TAPCON$ INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DRILL SELF DRIUJNO SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) 110 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. DR. HULIA''OUN FAR000 STRUCTURES M.A. PE 16557 J ATodda lki in Code tt• 11 ••2 NOAH. �•1f3IISt Mwml Uade Prod D By i 3 1 li 8 drawing no. W02 -07 (sheet 3 of 5 ) TYPICAL ANCHORS SEE ELEV. • • •.• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •.•• •. • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • .•. • • • • • • • • • • • • • • • • • • • • • •• ••• •• • •• • • • • • ••• •• • • XO LAYOUT OX OPPOSITE 2 3 4 5 7 10 2 3 4 7 20 21 22 23 24 25 PART 9 L -7703 L -8701 1 -6703 L -7701 1 -7704 L -7705 1 -7707 1 -7708 1 -7708 L -8702 1 -8705 L -7539 1 -7523 1 -8706 FS -008 L -7531 PINS -003 PINS -005 PINS -009 1 -7718 HC -044 -1 HC -040 -1 QUANTITY 1/ VENT 1/ VENT 2/ VENT 1/ VENT AS REOD. 2/ VENT 1/ LATCH AS REOD. 2 AS 8E00. AS 8E00. AS REOD. AS REOD. AS REOD. 1/ WEEP 2/ BAFFLE 2/ VENT DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB VENT FRAME JAMB FIXED FIXED RAIL VENT MEETING RAIL TOP AND BOTTOM 11AI1 JAMB SOLE GLAZING BEAD SILL TRACK INSERT SILL RETAINING CUP. 3 - 1/4' LONG VENT LATCH VENT LATCH SPRING SILL RISER ADAPTER FRAME/VENT ASSEMBLY SCREWS FIX. RAIL SILL SCREWS (SILL END) VENT JAMB RAIL W'STRIPPING FIN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRIPPING GLAZING BEAD GASKET BAFFLE BAFFLE SCREW VENT ROLLER AND HOUSING MATERIAL 6083 -75 6083 -76 60e3 -15 6063 -T5 8083 -76 6083 -78 8083 -T6 6083 -T5 8083 -75 8063 -T5 6063 -T5 8083 -18 ST. STEEL 6063 -75 VINYL VINYL NYLON PLASTIC MANF. /SUPPLIER /REMARKS BELOW FlX. 1TC. 8N1 AT 6' FROM ENOS OPTIONAL /8 X 3/4' P.H. PHILUPS SMS 18 x 2 - 1 /Y P.H. PHIWPS SMS 1/4' OIA. BULB .ier x .210' (7820 - 6001 -9) •18f X .350' (7834 - 6001 -7) .18r X .310' (7930- 6001 -9) /GV -010 /B x 3/8' PH SMS AT EACH ENO 1BY WOOD BUCKS T YPICAL ANCHORS SEE ELEV. icy DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16357 / Approved to CON plying Mira the • Florida Bu' Mg Ode LMI -. it . 2 NOM/ 2. • 3a Miami Dade Produ _KrtG, D "o By 11 N 0. 4 1 4 drawing no. W02 -07 sheet 4of 5 ) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• 2.643 .062 1 } / I I • • Y - L439 •� + • • • • 2.220 L .050 • • • TYP. •• • 1 - • • • • • • • FRAME HEAD • • •• • FRAME SILL .093 .349 -� SILL TRACK SILL RETAINING CUP .062 TYP. 1.237 FRAME JAMB VENT 2.776 1.165 ••• 1 •• • • • • • .334 • VEH • TOP /BOTTOM RAIL JAMB STILE r 1.075 r 2.063 .312 062 L 11.281 MEETING RAIL 1.890 2.285 1.049 1.241 I 1.094 .06 I� 1.504 --1 FIXED MTG. RAIL .844 .062 TYP. 1.619 1.094 --I .750 I-- FRAME JAMB FIXED 2.713 • -1 801 r • • • •'7y73 II ,, -� • • •.--- ILJ��t' 3I0 GLAZING BEAD P• SILL RISER VFNT TOP /BOTTOM CORNERS FIXFD MTG. RAIL CQRNFR FRAMF TOP CORNER FRAMF BOTTOM CORNER Engr. OR. HUMAYOUN EAR000 STRUCTURES FLA. PE i 16357 1 5 2002 Approved as complying with the Florid. Bu'ding ode Dale• 0 2. NOAH +Z� �S�7J 0 ..` Mtaml Dads Prod D'' h 1111 Ear so 1 drawing no. W0 -07 sheet 5of 5 M I A M MADE -DADE COUNTY, FLORIDA BULL CODE COMPLIANCE OFFICE (BCCO) C ' O-DADfi UILDING 3 GLER STREET , SUITE 160 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) D C , II r. Lawson Industries, Inc. IA a Q '3flf� 8501 N. W. 90 Street 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" Aluminum Outswing French Doors - Impact APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte - Impact ", French Outswing Door", sheets 1 through 4 of 4, prepared by the manufacturer, dated 12/12/02 last revised on 05/03/04, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. IP'IE' VAL of this NOA shall be considered after a renewal application has been filed and there has been no • change in the vilittilee building code negatively affecting the performance of this product. B Y: Ta'1VHNATION of this NOA will occur after the expiration date or if there has been a revision or change in the • materials, use,g manufacture of the product or process. Misuse of this NOA as an endorsement of any • prpdJ t, for sa1q% advertising or any other purposes shall automatically terminate this NOA. Failure to comply With anjf sectiOu Ot this NOA shall be cause for termination and removal of NOA. t YERTISF 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 Wet/. • • tT8P1 CTION: 4 Fopy of this entire NOA shall be provided to the user by the manufacturer or its distributors • ardshall be afaitable for inspection at the job site at the request of the Building Official. thisdtNOA revises NOA # 03-0219.01 consists of this page 1 and evidence page E -1, E -2, E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. NOA No 04- 0607.04 Expiration Date: June 05, 2008 Approval Date: August 05, 2004 Page 1 I� SAl e= r ... Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD -2003, titled "La Porte - Impact ", French Outswing Door", sheets 1 through 4 of 4, prepared by the manufacturer, dated 12/12/02 last revised on 05/03/04, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry . Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -02 -1253, HETI -1726, -1728, -1736, -1742, -1763 and 1765, issued on 01- 142003, signed and sealed by Rafael E. Droz -Seda, P. E. "Submitted under NOA # 03- 0219.01" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1377, issued on 03/08/04, signed and sealed by Rafael E. Droz- Seda, P. E. 3. Test reports on 1) Uniform. Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing • • • • French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports • • "" .'I�jp. HETI -04 -1897, issued on 03/12/04, signed and sealed by Rafael E. Droz- • • • .... • • Seda, P. E. • • • 4. • • ; • st 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 aluminum outswing • • • • • • • • • • • • French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports • "' No. HETI- 04- 1896A, issued on 03/10/04, signed and sealed by Rafael E. Droz- • • • • • � �: eda, P. E. • . • • • • • •• • • • •••• • • • • •••• E -1 9 - o e 'o . onzalez, P.E. Director, Product Control Division NOA No 04- 0607.04 Expiration Date: June 05, 2008 Approval Date: August 05, 2004 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 aluminum outsvving French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No HETI- 04- 1896B, issued on 03/10/04, signed and sealed by Rafael E. Droz- Seda, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated Feb. 11, 2003, revised on March 14, 2003, April 21, 2003 and May 09, 2003, prepared, signed and sealed by Thomas J. Sotos, P. E. "Submitted under NOA # 03-0219.01" 2. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation, dated 06/03/04, prepared, signed and sealed by Thomas J. Sotos, P. E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus ", expiring on 01/14/2007. 2. Notice of Acceptance No. 00- 1212.0403 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB ", expiring on 12/11/2005. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/KeepSafeMax ", expiring on 05/21/2006. 4. Tensile test reports No. HETI- 02 -T090 & HETI- 02 -T095, both dated Jan 13 2003 per ASTM E -8 for aluminum frame, issued by Hurricane Engineering & Testing, Inc. • .. • • "Submitted under NOA # 03-0219.01" . . •••• • • • 5. • • • . .t ensile Test prepared Hurricane Engineering & Testing, Inc., Test Report No. • ▪ • . IIETI- 04 -T208, dated 05/26/04, tested per ASTM -E 8 -01e1, signed and sealed by • • • : •: • i' ifael E. Droz -Seda, P.E. • • • • •14.• • STATEMENTS • • • • • •; • 1. • : 6 . . Statement letter of product conformance to FBC and "No financial interest" to • • • • • • p@sting Laboratory, dated February 10, 2003 issued by Lawson Industries, signed • • • • ..:. and sealed by Thomas J. Sotos, P. E. • ▪ • • • • ; • • • e Submitted under NOA # 03 -0219. " ,76 .... • f E -2 D D / L: Herminio . Gonzalez, P.E. irector, Product Control Division NOA No 04- 0607.04 Expiration Date: June 2008 Approval Date: August 05, 2004 • • .. • • • .... • • .. .. • • .... • • • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Laboratory compliance statement, part of above referenced test reports, issued by Hurricane Engineering & Testing, Inc. "Submitted under NOA # 03- 0219.01" 3. Statement letter of code compliance, dated 06/04/04 signed and sealed by Thomas J. Sotos, P.E. 4. Statement letter of no financial interest, dated 06/04/04 signed and sealed by Thomas J. Sotos, P.E. G. OTHER: 1. Test proposal dated 09 -19 -02 approved by BCCO. "Submitted under NOA # 03- 0219.01" 2. Notice of Acceptance No. 03- 0219.01, issued to Lawson Industries, Inc. for their La Porte - Impact ", French Outswing Door, approved on 06/05/03 and expiring on 06/05/08. 3. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). • .. . . • • • • • • .... .. .. • • . • .... • . . .. .. • • • • .... .. .. .. • • • • • • • • • .... • • • • ... • AAA C 1 Herminio F. nzalez, P.E. r, Product Control Division NOA No 04- 0607.04 Expiration Date: June 05, 2008 Approval Date: August 05, 2004 E =3 BILL OP MATERIALS If01 / D8/'G 1 PART / REDD. DESCRIPTION RB111RID 1 1-901 LB -098 1 FRAME HEAD 6063 -16 ALIAS/A/4 2 1-902 LA-097 1 FRAM2 SILL 6063 -75 ALUMINUM 3 1-903 1-11-090 2 FRAME JAMB 6063 -16 ALUIIJM 4 1-904 1II -096 2 SIOELITE JAMB ADAPTER 6063-T5 ALUMINA 5 1.-906 Ll-092 2 x panel PANEL TOP 5 BOTTOM RAIL 6063 -16 ALUMINUM 6 1-907 18-091 1 x panel 1*INGE STILE 6063 -T6 41.1891621 7 L-905 UI-094 1 x panel LOCK STILE 6063 -16 ALUMINUM B L -909 LII -095 2 x Panel TOP 1 BOTTOM RAIL ADAPTER 6063-15 ALIRONM 9 1-911 1.11-085 AS REQ'5, 1/4 ROUND ALUL BEAD - 7/16' 6063-15 ALU9NM 10 L-912 LB-087 AS REQ'D 1/4 ROUND ALL/4. BEAD - 3/8' 6063-T5 AL)B11104 U FD-624 -2 1-908 2 x panel HINGE LEAF ASSEMBLY 6063 -15 ALUMINUM 12 VVS -001 • AS REDS BULB VINYL VTS'P. Tear Plastics Co 113286 13 PVS-001 • AS REGD. VTST. 8 TOP/BSTT. RAILS Schlegel FS - .187's. X 210 14 PVS-002 • AS READ. VIER. R FRAME HEAD 6 JAMB Schlegel PB - .187'■. X .330'6 15 L-910 UI-089 2 x pant STRIKER MOUNTING PLATE 6063 -15 ALUMNUS 16 10 -619 FD -619 -1 2 x panel STRIKER PLATE 6063 -15 ALUMINUM 17 FD -631 L11 -086 AS RECD, GLAZING ADAPTER 6063 -16 ALUMDUM 18 14C-41OI SF -5502 2 x Panel DELTA FLUSH BOLT Ca TIP 1 BOTTOM OF LICK STD.E) 19 12- 621 -8 IC- 024/025 1 SET DON LOCK / DEAD BEET SET KVIXSET - Series 6907 COM 20 F2- 621 -2 IC- 024/025 1 SET OEM LOCK / DEAD BEET SET SOILAGE - Series FB350 COMBO 21 FD-621 -2 HC- 024/025 1 SET DOER LOCK / DEAD BEET SET DEFIANT - Series 831 C@®0 22 ■ FS -035 AS REO'D. Frame Install. Sava - Heod 1/4'- ELCO TAPCON 1 See Notes) 23 • FS-035 AS RE0'8 Frame Install Screw- Jonb/SIU 1/4'- ELM TAPO0N (S•4 Notes) 24 • FS -026 8 FRAME ASSEMBLY SCREW 912 X 3/4' PH, -PHI, 25 5 FS-012 AS REO'D ER JAMB ADAPT SCREW 110 X 3/4' Plt -PHL 26 F0 -931 0E-631 2 x null NULL= CUP - 1 1/2' x 1 1/2' 6063-15 ALUMINUM 27 s FS -035 1 X CLIP 'll CUP SCREW 1/4' X 2 1/2' TAPCRN 28 • FS -049 2/Panel Double Ras Assc bIy SC,. 3/8'x8 1/4' Ilex Screw a Nut e9 • • AS REO'D. NEUTRAL TIRE SILICONE Schnee- Morehead 014-5731 30 • • AS REIM NEUTRAL CURE SILICONE Dos Corning 899 31 • • AS MOT. NEUTRAL CURE SILICONE Trento S -500 32 • • AS REfYD, Laminated Class see Pg. 1 Dupont - Sentry Gloss Plus 33 • • AS REO'D. Lartuted (lass see Pg. 1 Dupont - PVB 34 • • AS FEO'A Laminated Glass see Pp 1 Saflex - PVB 35 • FS-043 8 GLAZING ADAPT. ATTACK =REV 18 X 1 1/4' F6 -PHI. 36 • H 2 -004 2/Panel Panel Ass'y Full Lent Rod mo 3/8'80. -200 Rod, Plata, Flange Nut 37 • FS -011 8 HINGE ATTACMENT SCREW /10 X 3/4' PJi / PHI. 38 • F2-044 12 SIDELITE ATTACHMENT SCREW 1110 X 1' PHMI5. - 07. OC 1100.1 39 • HC -006 6 /Jamb 1/2' DIA HOLE - NYLON PLUG MICRSPLASTICS 162PP050BG14 40 • HC-007 2/Panel 7/8' DIA LE ID - NYLON PLUG MICR:LASTICS *62P10872011 41 • HC -010 1/801.1 FLUSH BOLT 'NYLON SILL PLUG' SUMCOPLASTICS 42 L-913 LI -086 AS REO'D. 1/2 ROUND FALSE ALUM. NMTIN 6063-75 ALUN11621 43 s • AS REO'D INT FALSE APPLIED HURON 125' X 022' STOCK ALUMINUM 44 1 -915 12-623 AS REID% FRAME HEAD SHEAR PLATE 6063 -15 ALUMDUI - 4' long 45 L -916 111 -117 AS RECYD. FRAME LOW SILL - OPTIONAL 6063 -15 ALUMINUM 46 ■ HC -050 1 TV2 -POINT FLUSHBU_T LOCK OPTIONAL ( FOR +/- 76A psf DP) 47 • 111- 627 -1 2/Panel FLUSH BEET RUDE ANKLE 3'x 3'x 1 1/2'x 1/8' ALUM ANGLE 48 • • AS RE0'1 Joint Sealant- White Colored 'PUrvb Co' Super Seal .488' 0 /A laminated Glass by ant - asa TyDe 'A' G1 ITEM DRBCIiBnON DETAS 1 3/16' Annealed 2 890' Dupont SGP Interlay..- h 3 3/16' Annealed 6441 p 2 p 38 M 5/8' 5/8' c lief 8 II "XX° ELEVATION • • • • • • • • • • • •• •• • ▪ • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• 111) VW Has lint $ 1a lr1 • 1 • 1 S "OXXO" ELEVATION APPROVED CONFIGURATIONS • "X" E ,FVATION "OXO" ELEVATION {-- 73 5/16' Ham IINt Width 1 173NER". Mox lief math "OX° ELEVATION • • • • • • • • • • • • •• • • • •• OUBLE BDTTON RAIL LISLE BOTTOM RAIL® EDUSI 1). QUALPIH.9 SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES IJNITS WITH AND 1HTHOUT SIDELITES 3). MAX. FRAME SIZE 145 1 /2'n. X 95 3/4'1.. OXXO 4 . ELT & INT FALSE COLONIAL MUFFIN APPI.DTD if /SHSCONE. 5 . QUALIFIES SINGLE OR DOUBLE HOTPOU RAMS 8. 111X. SATIATE OPENING WIDTH = 25" 7). MAX. DAYUTE OPENING HEIGHT = 83 1 /13' 8). SEE ELEVATION AT SHEET 2of4 POR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE MISTIMES ARE REQUIRED MD AO B9a: 1. pAa,TN0 I T ANU M TIONS. ITEM .340" 0/A Laminated Giese by Dr ant - Glaze Typo 'B' 3 DESCRIPTION 1/8' Annealed 090' Dupont PVB lnterlayer 1/8' Annealed DETAIL .340' 0/1, Laminated 01asa by Solntia - Giaaa Type "C' 1701 2 3 21020011121 1/8' Heat-Strengthened Glass 090' DOW/ PVB Interiayer 1/8' Heot- Strengthened Glass 'L.Partc' 110121 128928 OUTST1NG D002 - DEBIGN LOAD CHART PANE 11018/®00 8ID90 • 0E! • 10 1/4' 16 V4' 22 1/4' 28 1/4' 30 1/4' 34 V4' 10 1/4' 16 1/4' e2 1/4' 28 1/4' 30 1/4' 34 1/4' 77' 515) 93' 816) NOSES na088 finoi 5 5 5 5 5 S 6 6 6 6 6 6 DP GUSH TYPE +cm) +86.0 +86,0 + 86.0 +862 +860 + 860 +86.0 0860 ± 860 +860 * 86.0 * 86.0 PANE IIDTK ACTUAL BEM 11891 • 11 3/16' 17 3/16' 03 3/16' 29 3/16' 31 3/16' 35 3/16' 11 3/16' 17 3/16' 23 3/16' 29 3/16' 31 3/16' 35 3/16' DP ( P81 ) GL/6B 7261 GLEE TYPE ' B' +0E55 +IPB1) 276.0 +76.0 +760 276.0 +760 +760 +760 +760 !76.0 +760 + 76.0 X760 276.0 +760 2760 1760 +760 +760 +768 +760 ±760 +760 +760 ;760 • OPERABLE PANEL MUST MEET APPUU121E REOUREMIRS PER 8011160 CODE • 0 PARENTHESIS INDICATES / OF ANCHORS AT FRAME /ALMS. noeucritivlaiD NO'T6 INS PRODUCT 5 DESIGNED AS PER 2001 FLORIDA GUIDING CODE 2). GLASS MEETS REQUIREMENTS OF A0T11-21300 AS PER 084861 R 24 OF � ■1r61 OF THE CODE 3 *000 800)13 BY OTHERS, MUST 82 ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, AND SPACED AB NOTED BELOW AND ON DRAWING OETAL8 ANCHOR EMBEDMENT 10 BASE INTERIM. SHALL BE BEYOND WALL DRESSING OR 5UI000. ANCHORING OR LOADING CONOOONS NOT SHOWN M THESE DUALS ARE NCR PART OF 1)is APPROVAL THOMAS 1. 80109 PROFESSIONAL ENGINE80 PL INC. / 55225 jig o?, 20P4 DATE Revision Notem Revised per request of ID) BCCO 3/17/03 Revised y/ optional flat e1B and 2 point look 5/03/04 06..1.4 2P Nelson Erase mew. s1P Larry Magee 5/03/04 D S/ e% ee-r n.t.s. LA WS ON (I2' tJS PRIM 15, XNC.) MADWACTU9E8 OP QDILITT ILIMINDM ILVDO18 AND GLASS DOORS Drew Orr I6.45- IRA WhpnW l5-/16161 row I Shish APPROVALS IMPACT FRENCH 000R 1 Of 4 "La Porte" Impact" French Out -Swing Door 8501 NW 9004 St. MEDLEY, FLORIDA 33188 (305) 698 -8880 F0 -2003 I AeWI4 4•••1 145 1/2' Nan r /e16' tke mox.1f 0 111+ Width ,°r,zx. -1 rte E h - - 1 D / __ A. /j -_ 0 - -IT - - ,Il I ' mii p 2 p 38 M 5/8' 5/8' c lief 8 II "XX° ELEVATION • • • • • • • • • • • •• •• • ▪ • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• 111) VW Has lint $ 1a lr1 • 1 • 1 S "OXXO" ELEVATION APPROVED CONFIGURATIONS • "X" E ,FVATION "OXO" ELEVATION {-- 73 5/16' Ham IINt Width 1 173NER". Mox lief math "OX° ELEVATION • • • • • • • • • • • • •• • • • •• OUBLE BDTTON RAIL LISLE BOTTOM RAIL® EDUSI 1). QUALPIH.9 SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES IJNITS WITH AND 1HTHOUT SIDELITES 3). MAX. FRAME SIZE 145 1 /2'n. X 95 3/4'1.. OXXO 4 . ELT & INT FALSE COLONIAL MUFFIN APPI.DTD if /SHSCONE. 5 . QUALIFIES SINGLE OR DOUBLE HOTPOU RAMS 8. 111X. SATIATE OPENING WIDTH = 25" 7). MAX. DAYUTE OPENING HEIGHT = 83 1 /13' 8). SEE ELEVATION AT SHEET 2of4 POR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE MISTIMES ARE REQUIRED MD AO B9a: 1. pAa,TN0 I T ANU M TIONS. ITEM .340" 0/A Laminated Giese by Dr ant - Glaze Typo 'B' 3 DESCRIPTION 1/8' Annealed 090' Dupont PVB lnterlayer 1/8' Annealed DETAIL .340' 0/1, Laminated 01asa by Solntia - Giaaa Type "C' 1701 2 3 21020011121 1/8' Heat-Strengthened Glass 090' DOW/ PVB Interiayer 1/8' Heot- Strengthened Glass 'L.Partc' 110121 128928 OUTST1NG D002 - DEBIGN LOAD CHART PANE 11018/®00 8ID90 • 0E! • 10 1/4' 16 V4' 22 1/4' 28 1/4' 30 1/4' 34 V4' 10 1/4' 16 1/4' e2 1/4' 28 1/4' 30 1/4' 34 1/4' 77' 515) 93' 816) NOSES na088 finoi 5 5 5 5 5 S 6 6 6 6 6 6 DP GUSH TYPE +cm) +86.0 +86,0 + 86.0 +862 +860 + 860 +86.0 0860 ± 860 +860 * 86.0 * 86.0 PANE IIDTK ACTUAL BEM 11891 • 11 3/16' 17 3/16' 03 3/16' 29 3/16' 31 3/16' 35 3/16' 11 3/16' 17 3/16' 23 3/16' 29 3/16' 31 3/16' 35 3/16' DP ( P81 ) GL/6B 7261 GLEE TYPE ' B' +0E55 +IPB1) 276.0 +76.0 +760 276.0 +760 +760 +760 +760 !76.0 +760 + 76.0 X760 276.0 +760 2760 1760 +760 +760 +768 +760 ±760 +760 +760 ;760 • OPERABLE PANEL MUST MEET APPUU121E REOUREMIRS PER 8011160 CODE • 0 PARENTHESIS INDICATES / OF ANCHORS AT FRAME /ALMS. noeucritivlaiD NO'T6 INS PRODUCT 5 DESIGNED AS PER 2001 FLORIDA GUIDING CODE 2). GLASS MEETS REQUIREMENTS OF A0T11-21300 AS PER 084861 R 24 OF � ■1r61 OF THE CODE 3 *000 800)13 BY OTHERS, MUST 82 ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, AND SPACED AB NOTED BELOW AND ON DRAWING OETAL8 ANCHOR EMBEDMENT 10 BASE INTERIM. SHALL BE BEYOND WALL DRESSING OR 5UI000. ANCHORING OR LOADING CONOOONS NOT SHOWN M THESE DUALS ARE NCR PART OF 1)is APPROVAL THOMAS 1. 80109 PROFESSIONAL ENGINE80 PL INC. / 55225 jig o?, 20P4 DATE Revision Notem Revised per request of ID) BCCO 3/17/03 Revised y/ optional flat e1B and 2 point look 5/03/04 06..1.4 2P Nelson Erase mew. s1P Larry Magee 5/03/04 D S/ e% ee-r n.t.s. LA WS ON (I2' tJS PRIM 15, XNC.) MADWACTU9E8 OP QDILITT ILIMINDM ILVDO18 AND GLASS DOORS Drew Orr I6.45- IRA WhpnW l5-/16161 row I Shish APPROVALS IMPACT FRENCH 000R 1 Of 4 "La Porte" Impact" French Out -Swing Door 8501 NW 9004 St. MEDLEY, FLORIDA 33188 (305) 698 -8880 F0 -2003 I AeWI4 4•••1 • • • • • • 114' ELCO TAPCON w • • • • (SEE MITEES EMBED. 0 vA • • • • it 2 x CPiJ WOOD BltC, • • • • 1/4 MAX SHIM TYP. • • •• ••• • • • • • • • •• • Sldllitd• • • • • •• DLO Width Panel Width Active O Sidelite 1/4' MAX S O 1' MIN E-SM D TYP 1 MIN EMBED TYP 1 k' MIN EMPED HEAD 1 _1 ▪ EXTERIOR SIDE rna m¢mT 1/4' (LCD TAPCON V/ (SEE IN NOTES FOR SPACING) • • ••• • • • ••- • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• - • ••• ••• • • (E' WI 1/4' ELCO TAPCON W/ 1 1/2' KIN EMBED. • .....(SEE NOTES FUR SPACING) 1/4' MAX. SHIM TYP. GLASS INTERIOR SIDE • '..: . 1 >S• MIN EMBED TYP Height 2x(P.TJ WOOD BUCK • .• • • • • • • • • • • • • • • MUWON INSTALLATION FASTENERS NOTE' "1X RUCK" MINIMUM RFOUIRED FASTFNFR IFNGTt1 HEAD: 1/4' X 3 1/2' Long TAPCON SILL: 1 4' x 2 1/4" Long TAPCON JAMB: 1/4' X 2 3/4' Long TAPCON MULLIONS: 1/4' X 2 1/4' Long TAPCON '"))( PUCK' MINIMA IM RFQIIIRFT) FACTFNER I FN(1TM HEAD: 1 4" X 3' Long TAPCON SILL: 1/4' x 2 1/4' Long TAPCON JAMB: 1/4" X 2 1/4' Long TAPCON MULLIONS: 1/4' X 2 1/4" Long TAPCON • NOTE: All FACTFNFRS W/ l 1/2' MIN. Chilejilata AND 1/4' MAX. SHIM SPACE 1/4" ELCO TAPCON — FASTENER ALLOWABLE LOAD Fy MIN = 1.58 X 10"5 PSI Fu MIN - 1.80 X 10"5 PSI ( MB ELEVATION AT Sir 2 of 4 •02 ANCHOR MAX. SPACING AND LOCATIONS ) • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS INTERIOR SIDE LOCK STILE "OXXO" UNIT WIDTH EXTERIOR SIDE THOMAS J. 8df08 PROFESSIONAL EN0INEEH FL LTC. / . • 6 ''. 4- ) .704 DATE Ravlolon Notes: Dawes .le Lamy 6 3/4 EOM Sam. anchor .parlay at head 8 dD 'Indeed per reegmd of HD 8CC0 3/17/03 Revised x/ optional Oat .OI and 2 point look 6/03/04 a. "'" 8 ' Nelson Eroso Heger Pane e Ni kI h C 33 13/16' max MUWON at lain.) 1202 41.1. 42 NOTED 4 v4 (e Per 5 v4- u v4• 4 e pvr0 1/4' ELCO TAPCON V/ —1 1 1/2' MIN (SEE NOTES 11D-OW ZL FOR SPACING) 145 • Mao Unit Vxlth nuU )I1(3) JAMB SWInG Penal VMlth — ( 35 3/16' max. 14 113' S Fa c"Flvi poneO "0XX0" ELEVATION LA WS ON (INDiJS II'SC MANUTALTUAEA OF Q(LLgy ALUMINUM WINDOWS AND CL423 DOOM 3— Clem 140 C3— 'Prod C.Werp SaAaalYn•e Never APPROVALS ;WADI I FRENCH 0000 6/05/04 "La Porte" Impact" French Out — Swing Door ' MIN EMBED TYP 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 IIUBLE BOTTOM RAIL® 200 4 FD -2003 °in twa '2' 1 I w /I / \ Inactive 'Mew 2 EU Vidih'" Sidelite 6 - - Active C t , / T - - l 2§ Sidelite Z ;..L t 0 Z Z 1 � / ° Y 7 7 ' " 6 „ I • • • • • • 114' ELCO TAPCON w • • • • (SEE MITEES EMBED. 0 vA • • • • it 2 x CPiJ WOOD BltC, • • • • 1/4 MAX SHIM TYP. • • •• ••• • • • • • • • •• • Sldllitd• • • • • •• DLO Width Panel Width Active O Sidelite 1/4' MAX S O 1' MIN E-SM D TYP 1 MIN EMBED TYP 1 k' MIN EMPED HEAD 1 _1 ▪ EXTERIOR SIDE rna m¢mT 1/4' (LCD TAPCON V/ (SEE IN NOTES FOR SPACING) • • ••• • • • ••- • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• - • ••• ••• • • (E' WI 1/4' ELCO TAPCON W/ 1 1/2' KIN EMBED. • .....(SEE NOTES FUR SPACING) 1/4' MAX. SHIM TYP. INTERIOR SIDE • '..: . 1 >S• MIN EMBED TYP Height 2x(P.TJ WOOD BUCK • .• • • • • • • • • • • • • • • MUWON INSTALLATION FASTENERS NOTE' "1X RUCK" MINIMUM RFOUIRED FASTFNFR IFNGTt1 HEAD: 1/4' X 3 1/2' Long TAPCON SILL: 1 4' x 2 1/4" Long TAPCON JAMB: 1/4' X 2 3/4' Long TAPCON MULLIONS: 1/4' X 2 1/4' Long TAPCON '"))( PUCK' MINIMA IM RFQIIIRFT) FACTFNER I FN(1TM HEAD: 1 4" X 3' Long TAPCON SILL: 1/4' x 2 1/4' Long TAPCON JAMB: 1/4" X 2 1/4' Long TAPCON MULLIONS: 1/4' X 2 1/4" Long TAPCON • NOTE: All FACTFNFRS W/ l 1/2' MIN. Chilejilata AND 1/4' MAX. SHIM SPACE 1/4" ELCO TAPCON — FASTENER ALLOWABLE LOAD Fy MIN = 1.58 X 10"5 PSI Fu MIN - 1.80 X 10"5 PSI ( MB ELEVATION AT Sir 2 of 4 •02 ANCHOR MAX. SPACING AND LOCATIONS ) • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS INTERIOR SIDE LOCK STILE "OXXO" UNIT WIDTH EXTERIOR SIDE THOMAS J. 8df08 PROFESSIONAL EN0INEEH FL LTC. / . • 6 ''. 4- ) .704 DATE Ravlolon Notes: Dawes .le Lamy 6 3/4 EOM Sam. anchor .parlay at head 8 dD 'Indeed per reegmd of HD 8CC0 3/17/03 Revised x/ optional Oat .OI and 2 point look 6/03/04 a. "'" 8 ' Nelson Eroso Heger Pane e Ni kI h C 33 13/16' max MUWON at lain.) 1202 41.1. 42 NOTED 4 v4 (e Per 5 v4- u v4• 4 e pvr0 1/4' ELCO TAPCON V/ —1 1 1/2' MIN (SEE NOTES 11D-OW ZL FOR SPACING) 145 • Mao Unit Vxlth nuU )I1(3) JAMB SWInG Penal VMlth — ( 35 3/16' max. 14 113' S Fa c"Flvi poneO "0XX0" ELEVATION LA WS ON (INDiJS II'SC MANUTALTUAEA OF Q(LLgy ALUMINUM WINDOWS AND CL423 DOOM 3— Clem 140 C3— 'Prod C.Werp SaAaalYn•e Never APPROVALS ;WADI I FRENCH 0000 6/05/04 "La Porte" Impact" French Out — Swing Door ' MIN EMBED TYP 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 IIUBLE BOTTOM RAIL® 200 4 FD -2003 °in twa '2' • • • •• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• it OD CII I • • • r L' ' t• , Active '�_ s RIN . ��II'IN A N. a1i " 0 Vi Y ID "liiV OD 1 MIN YP EMBED EXTERIOR SIDE 1/4' ELCO TAPCON V/ 1 1/2' 14114 EMBED. (SEE INSTALLATION NOTES FUR SPACING) — • • ■ • • • • • • • • • • • • • • • • • • • • • • • • 1 10 ' E • L • • • • • 1 E' MIN BELO F SOCHI& • • • • INTERIOR SIDE LOCK STILE 1' MIN EDGE DIST. UNIT WIDTH EXTERIOR SIDE SldeUte Attachment Scree 1 6 Screws 8 each side of Jambs, - 12 total per sldelfe ) 1/4' ELCO TAPCON W/ 1 I /B' MIN 0 65 0 3. SEE NOTES FOR SPACING r, ,, 7 1 - 1, 116 A UK INTERIOR SIDE 1/4' MAX. SHIM TYP. 1 MIN P EMBED Height DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4' NAL FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LDAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE VALL './HERE THE DOUR IS LOCATED. THOMAS 7. 60T09 PROFESSIONAL ENGINEER FL LIC. / 56226 DATE ' • ' .. . . 1/4 ELCO TAPCON V/ 1 0 HELM/ NIN FOR ACING SEE MIN ReMOD Notes: MULLION Active LOCK STILE Redesd Per rereqquest of 11D BCCO 2/17/03 Revised w/ opUonal fat 1111 and 2 point look 6/03/04 GMAT• Neaoa Brno s.... en Larry Magee Deb 12 12/02 :raw AS NOTED INTERIOR SIDE UNIT WIDTH EXTERIOR SIDE O LA WS ON CENT DLT TRIES, I1 ) w■■ ••+ Memban INSTALT.ATTON FASTENERS NOTE; '10 ROCK' MINIMUM REQUIRED FACTFNFR IFNGTII HEAD: 1/4' X 3 1/2' Long TAPCON SILL: 1/4' x 2 1/4' Long TAPCON JAMB: 1 /4' X 2 3/4' Long TAPCON MUWONS: 1/4' X 2 1/4' Long TAPCON ' 70 RUCK' MINIMUM REQUIRED FASTENER IFNOTH HEAD: 1/4' X 3' Long TAPCON SILL: 1/4' x 2 1/4' Long TAPCON JAMB: 1/4' X 2 1/4' Long TAPCON MUWONS: 1/4' X 2 1/4' Long TAPCON • NOTE: All FASTENERS W/ 1 1/ ?' MIN FUSEE/MEW MR 1/4' MAX. SHIM SPACE ( SER ®EVAT0R4 AT SHEET 2 of 4 POE ANCHOR MAL SPACING AND LOCATIONS ) • ALL TAPCON LENGTHS 'L' 8PEC1P® AHE MINIMUMS 1/4' ELCO TAPCON - FASTENER ALLOWABLE LOAD Fy MIN ■ 1.58 X 10 - 5 PSI Fu MIN ■ 1.80 X 10"5 PSI Sldellte PRODUCT REVISED do•PRDE Wig Ode rF111� Ampere 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8880 IMINVFICIVRER Ol QUALITY ILVMINIIM WINDOWS IRD CRIS3 DOORS Ors■ nom APPROVALS 'Part Clem !Prat IMP I FRDICN DOOR I 0 OF 4 am /03/o "La Porte" Impact" French Out —Swing Door I °■■■■• R„"r'" 40 -2003 4.n` • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• 1 �TO .91/C au sYal m Wadi errw MT an W wwrt • \ 1 , FLUSH 47 ANGLE IFD -827 �- = ' l BO GUME ••4 • 1 •f • • t 3 . . • • 4 4 -1 • 4 • 4 • ►• • • •• • • < f 1 © � EXTERIOR SIDE 9 ® r INTERIOR SIDE I 4,950 -1"1- I ^ I 4 1 I . • • . • . • • • • • :I 1 1.750 ,687 r 1 1 4668178 •125 J .625 . — ,136 463 FRAME HEAD SHEAR PLATE O IL -816 • • • I • • • • • • flri FRAME HEAD � •- 14812 • IL -901 • • • • .n © I' � I " : 1 OD 4500 8.69E 9 -ZOO H L �� d •• 4 • • • • •• • 1.812 I 1250 164 ,064 2,000 la = 1 i • � � I '� [.. ill O FRAME LOT SILL (.L NOTE• BL -918 ® ` ® ,_• f 2' sill height SIIL II 1l 'u: i4 ' � •.; :,:�, FRAMIs• 9111. o �I.-802 f REFER TO DETAIL •1I3' AT SHEET It 3 OF 4 FOR ADDITIONAL NOTES MID LIMITATIONS. FRAME JAB O #L-903 .. . � .. .:. M:" . l. TAPCON V/ � TYP 4500 -I - 1.75 1 214 9 7� t! 18 FLUSH MC-001 D `` /2' NIE E 1/ ' 619 � � 1A0, 1 <S NDTES OELO W F BEL FIR SPACING) @ OPTIONAL - DOUBLE BOTTOM 4,000 4.500 11 I— 2031 —r BINGE LEAF IL -908 TITO ( +/- 48 TUB! \ n� �� -POINT 76.0 FLUSH PC-050 R 4 3 LLOCK pef DP) BOLT 0 .072 .0821_ .072 ' _ 1.812 .063 166 T I I / / RAIL DETAIL 5/TV Oa STAN= BOLT =IL ELT / .......... ..•••• / Q Glazing Adapter 076 F- a ©• m Glazing Depth .875 162 Caulldn 070 _ lr A6D MULLION CLIP ZB #FD-931 o �_ 17 1_ GLAZING ADAPTER {41r910 I I IF,_ 1.259 it 1.1"n • 1111.: t Laminated Olean .835 .656 i----1 I — 608 by Dupont or 9olutle _ Types 'A', •B' or 'C' PANEL TOP & b BOTTOM OTTOM RAIL Bead 0 GLAZTNG DETAIL, I-- 1.625 —I 1.0.198 i ":: Q• 1VE '""i e n •. A .Stt PM PM ,_ 8 QUARTER ROUND o (1/4 BEAD #L -911 O JAMB ADAPTER ° 2 T O RAIL ADAPTER #L-909 + + _' . 1 ', MOTE 1. ALL 1. E1 DIMENSIONS SPECIFIED ARE OF IN OR ANCHOR AN 1. sa MAr SPACING LOCATIONS �ORD(.T •8li11 Cngs e 14 ,44. � D4M .! 71 /.... & _ .4.; 0 - - • � �: as I = 4 • "'II — V1. I _ • �I .726 I-4- .809 10 QUARTER ROUND (3/8') + ¢ I1.750 �i ° I� tr lrcl°• ma Fir 1 174 ,1271 n I e B PANEL HINGE STILE o #1.-807 807 FU DETAIL 11 PD-824-2 24 -2 4.187 0.656 I I I n 11101LiS PROFESSIONAL B6 G uc. 1 8 os foil „ , I i (1 ; ^f; e��Iti y.. DATE Revision Notes: T1 T� -�a T LAW SON \!71/ 8501 NW 90th St. I MEDLEY, FLORIDA 33168 I 498 •1 RevLad e ropueat 00 9 17 OS / BaHeed tr loot 5/03/04 Po1nt / Clonal 1,250 1.750 ( ,075 (305) 696 -8660 UANe //CTVAER 0/ ODALITT AL0YIIJUY IMDOa'8 OURS D0053 AND O I D... Claw P.. Cars ?1 4 C a.., ' 3.,4X,4.9 I6.0 aeM 4 OF 4 APPROVALS I F I I IMPACT RENCH DOOR 145 HALF ROUND 42 FALSE MUNTIN IL -913 °�pb Dv N°1 "'' E ” . %D3 oa Porte" Impact" French Out—Swing Door 3.03 O PANEL LOCK STILE IL-805 D'..." 3.' U." "gee lE lE/08 r..ru 1/4 P.,1 " IDree9v Iftwaten FD -2003 I •e Lora "D • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• MAR -04 -2005 06 :55 PM CABOUR ORAL! BY IYLY 4004M1 ilIMPOOSPI ' Ail 305 8648510 P. 03 MAR -04 -2005 06:54 PM CABOUR 305 8648510 purvey of Lot: 20 -21 Block: 24 s Subdivision: `S* •AI mom PLC! 07 IQ NI MN= Smug 180.1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DAD$ County, Florida. Property Address: 145 NE 91 ST, MIAMI, FL 33138 For: MATHIAS CABOUR AAC ND' AM COd�11B1 PAO. F Jia • MICRON tMELQR FR. a w Al11 AUlu1LT. R.d• ROUT 0011110L RNA 01011.• MNNIAIO. NM R.Y.• MEN MNMN Kara* SARA, was or ammo& 0- CALCIAAIED LP* • ■ GI101 NAMPA RACK S1MINL• 'LOCK VAIL COW CNN a 1 Mi AIM10t C'MR M+. 0..• WAR W/li. WAs OWN Lost IFIENCL CNC. ANCE NM. C.P.• CON1: POROL CAPP COME SAL OA. ORMAO4 I M INIE R aim.. ORMAN . NAMA9IANCE EAINEEDEIN . NMYnl•MAY IN EARL PA:e- PC.- P►.r Poem PCM- OEMs 6Nal0AiQlOIL P4. PIK N10CAnt F.V.- MIN MION NNPL P.I.R.• FOIMND MO N NOM LOCATION SKETCH is 0 343 ''' ' l TON A � � 1 IS. 1e. 7 .IA 1 MIMEO RANNIKIRMATION. Flue OWL mar . FRU NON l:1amwm AND eons u61T POLL __ LOWEST Rata LAKE NANIh11ANL1E EASEMENT 11/.11101L dsUllci MAMMAL Mono MACH. OARNL NOM SOAIL WV ID MAUL O X01{ 01 • CM . MOM PIIMIT Paw a' COMM GIAMZ POW Cff CURER. • FONT PONT OF PONT OF &IS my. liKia-OF-WAY. CAD *MRS Cr RADIAL ID.. MOUM POOL MP AISNE. Mo. wars Mr. 000011.0. Win INMI Pet L.I. L. S]INM T. TMIMONR Ma.- 1114111: EDP.■ 111T POE. ma- WAWA WM. Voiroo WOW PPM Ur MOM MIA • IOW NOW. • canNAL ANAL gm N. MLR. TEAL NO= 10 ACMCWANY SIM7dI or $*Y CRAW* 1oi NAY SE EA 1t NAP M OR POW JINNI= NOM' Moir AN 110 wow 111 SUWON CF 140 NNW 0 roc OS: Mr Glitralml 111E PN1---RII AIO Iwo -0110 As ONO *D Win 1O INN tannlIbonal mown 110600.111101 111 1Q M10110C1 11F was YCL INK 10 11c wag is stsw /1s sesimasm, I ARM. min* 1Nt ~arm 1K sow 0 * = 0101100101R V- IA1000 110111141101. wwkr►101S aR LA MM Or WNW. u'AAL Ounnelons F9maps OT p1pi OR q M O� rp us M Mug ann MMMO ROOIOIYAmI ar e ..feY +1q.N MI 1 ACM Fe .0 ROOF. Cf df =M I *� 10 1 YMAOi nur 7A1 VNOOpASCmT IiAls 11RCIi rs Agra swam unlommeme. Allolls Al S4ML 1NY1/Y TAROS 111011X11010. 11101100OOS AIS nowt Nl0 TAUT MCI. 11 1011 01 110.0 1 �� UN 11N 0011 N gram= F00 Um .- ' M O OT MET- 11REM. 0 70 FA W 0INO N*04 iM 010 MAO CF NW NA* OE N N ea 1F1 01011IN1t ust CF le MOM NAM NOOK 1011 1N 0 mom a Af. ) IME 0 � A1 00 M MPSNINO 1AM 10 Scale 1 NT.S 4 e 92 PAL.. PUNT OF Meng • P PA* Ma PERMANENT -I ICE *LysLAD N m RA�00 INSTANCE 1,F12E01,D ttPIN.AL yr.l► CU% oval WICfENOn Css 1 *.0 - IMMO. FENCE -01R- 1N IM O uT1uTY 1-1E9 # 0C-01:100 MGR •4� r FiMR11NC 10.110010101. OMB B . epee@ 10) Mumma. puintnORS'v_ $0TE1 RO 1P SNOSL was Ant A RIM m /N A91118411 f��1�� Rn0011ATrl00 R>E M a•M/I010Y.sNot 1011 — Asa intonno lO mum 1ON11lOP W. I SbMI. AII IMBED 10 0 NALCO. a t , Bi1R 111A 4 1M0 0 A scam P_-OE AIN1k7 4). 11! 411.001Mg 01 DIE ROOWRY SAM a A11174 %moo pr. MVO Wa MAT TICS 'g011POARY SURVEY' OF 1/R 111 Y OESC11mED NiRMIDL A2 l/ Y 01i N"` 1 oOAi�N.A will M 11ous00L MOWS At SET FORD1 Ytt 11E 01.0111111 IMAM OF 11110000101011. LAND 0001001111 01 Willa 0,017 - FLORIDA FINIIIMANT 1010 . RAMA STAMM Ger DANA (DATE OF FO1D 11C010 - .611 PRORSOMNAL LNND MOM Ha 4 SGL IF now 01.113 00➢119 OF ICS mime TILL REAR lE Omos'SU sex Se WE E116011110 L 1111 SLRKIA70 • 111111101 CIR P. 02 Date: 07/02/2004 B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/95 03/02/94 X N/A OFFICE BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ft#.#*1#1# TITLE REGISTERED SURVEYOR AND MAPPER ADDRESS 2000 SW 83RD CT. SIGNATURE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3N7-0Q77 • • • •' ExQi�es.lsecembet:3t 2j)05� • : • • • . .•• • . • • . ••• •.• ••••• _ •• • , • MA BUI ,, - ducting Apt., Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. • Company NAIC Number 145 CITY STATE Z�RCODE • • :' . • _ • • • MIAMI SHORES FLORIDA 3313• •• ° : ; PROPERTY DESCRIP (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • ; • • . ; ; .. • • • LOT 20, 21 BLOCK 24 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION 1 " PLAT BOOK 10 PAGE 70 • • • • • SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER CITY OF MIAMI SHORES 120652 B2 COUNTY NAME MIAMI -DADE COUNTY B3. STATE FLORIDA 610 Indicate the source of the Base Float Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construdion 'A new Elevation Certificate will be required when construction of the bulking is complete. C2. Building Diagram Number 1 (Seled the buiding diagram most sinular to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (induding basement or endosure) 11.8 ft(m) ❑ b) Top of next higher floor N/A ft(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) 0 0 t0 d) Attached garage (top of slab) 10.2 fL(m) ❑ e) Lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) 10.0 ft.(m) 0 a ❑ f) Lowest adaoent (finished) grade (LAG) 9.8 ft(m) a ' ❑ g) Highest adaoent (finished) g (HAG) 10.1 ft(m) a) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adaoent grade WA 8 ❑ i) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. an) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME OSCAR EMILIO BAEZ - CUSIDO, P.S.M. UCENSE NUMBER 5034 COMPANY NAME BAEZ & ASSOCIATES, INC. • For nsirance Con�p'p:Us. o cytanber . • • • • CITY STATE ZIP CODE MIAMI FL 33155 DATE TELEPHONE 06/09/05 305- 265 -1002 • IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indudig Apt, link, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 145 NE 91 Street CITY MIAMI SHORES Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. : ; • ; • COMMENTS . • CROWN OF ROAD ELEVATION = 10.4 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. if the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _ in.(cm) above the highest adjacent grade. Compete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (chec( one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community- issued BFE) or Zone AO must sign her The statements in Sections ARC, and E are coned to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS STATE ZIP CODE • • FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONIINIUED) CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community/s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone A0. G3. ❑ The following information (Items G4 G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE —• _ft.(m) ft.(m) r-2r Irmayan a,Corrmpany ttst • • • • • 11 ••• ' Cdinpeny TJAIC Number •• •• • • • • • • • • • . • • ••• • • • • ••• • • • • • • • • • • • • • • • • • •• ••• •_• •• •. • • .• • • • • • ••• •• ❑ Check here if attachments STATE ZIP CODE El Check here if attachments Datum: Datum: f� r,harmr here if affarhmcnfc PERMIT APPLICATION FOR MIAMI SHORES VILLAGE , Date Job Address LP 6 NI E , 9 l' Tax Folio Legal )option Historically Designated: Yes No Owner/Lessee / TenantX b kU ") C • ' 2 7/ / � € i cie Master Permit # % 3 Owner's Address j CO v - E- • c l t Phone 74 -6 ) " 599 y Contracting Co. 00 61-2 W r'Rui 'A ("9 C. .KZ N , 'Z 1 CI Address Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one)(UILDIN( ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � E./riA. O v UL 9 W I - Cc- 1 \1 N C-ArID r si z-'- S t j ?1 , . -r(c F Square Ft Estimated Cost (value) 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. Signature of owner and/or Condo President Date FEES: PERMIT 10 RADON ignature of Contractor or Owner- Builder iro iczo Notary as to Owner and/or Condo President Date otary as to Contf6tor or Owner - Builder My Commission Expires: My Commis9s 1 Trr�pu oo. of No s MY COMINSMON EXPIRES Qt OP DEC. 17,2002 X99 Date Date ` C.C.F. f00 NOTARY BOND TOTAL DUE 7 4, ,g APPROVED: Zoning Building Z/5/ Electrical Mechanical Plumbing Engineering 39 11 W2430 I B15R ; DISH. 24" 1 _ _ _ L L 571 All dimensions 8 size designations given are subject to verification on job site and adjustment to fit job conditions. PA`i / t' 281 - F?•= 244 '= 261 / 521 11 24 / 54: I' ti 15 24 f 30 E HOME TH DEPOT 7 SB30 . � L 30 "/ RA `E1 .•A3 This is an original design Qnd must not be released or copied applicable fee has been p d 'o, b order placed. 461 / 22: / 21 30 LL � B30 -2T, i r " A5 W ___ B12 LiOR 3 0R EFEIG 96 243418 W BB4534181. t. _2430 _ W 1 5 1 : 1 3 ' _ f 30L �� p — 30 -- = 24 / 45 T, N. 30 / 39b / 15 X21 12;BASE CABS. WILL NEED TO BE CUT. THERE IS A JOG IN THE WALL HERE, 291 , IT STICKS OUT 5 1/4 ", THE FIREPLACE / IS ON THE OTHER SIDE. MUST.BE THE CHIMNEY. 26 61 611r 3 538: 12 12 30 — 30 . 4 ") 681 1 401 24: 251 A100DEC4 RONALD FREDERICK 360 NE 91ST VAMI SHORES, FL. c)cts4- 8` / 0 9v Scale : maximum Designer JEN29 Design : 04/24/98 Date : 10/10/98 Dwg no. • f 1 Note: This drawing is an artistic interpretation of the general appearance of the floor plan. It is not meant to be an exact rendition. HOME DEPOT Al OODEC4 RONALD FREDERICK 360 NE 91ST MIAMI SHORES, FL. Dwg no. = 1, Note: This drawing is an artistic interpretation of the general appearance of the floor plan. It is not meant to be an exact rendtion. r l� ne ��/�N1� F��T ' ^��^"'^- ^^^-" ~� ^ Al OODEC4 RONALD FREDERICK 360 NE 91ST MIAMI SHORES, FL. FINAL FENCE Passed � I Inspector Comments (� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP -7435 Inspection Date: 01/24/2006 Inspector: Grande, Claudio Owner: Job Address: 145 91 Street NE Project: <NONE> CABOUR, MATHIAS Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Monday, January 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -60 Permit Type: Imported Permit Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060133330 Lot: Page 1 of 2 Issue Date: 1/18/2005 Owner's Name: MATHIAS CABOUR Permit Type: Imported Permit Work Classification: Building Job Address: 145 91 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: WOOD FENCE Additional Information Miami Shores Village, FL Perm Type: Building Alpha Four: WOOD FENCE Alpha Six: SINGLE FAM Pay Amount: 64.3 Bond Return : Alpha Two: FENCE Alpha Five: RESIDENTIAL Pay Date: 1/27/2005 Pay Comments: CK #1229 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 Amount Building Fee $170.00 CCF $1.20 Education Fee $0.40 Notary Fee $5.00 Scaning Fee $1.00 Technology Fee $4.25 Total: $181.85 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/11/2007 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -60 Phone: 1132060133330 Lot: PB: Total Square Feet: 0 Total Valuation: $ 200.00 Required Inspections Invoice Number imp - 1 - 06 - 23389 Total: Amt Due $181.85 Amt Paid $181.85 $181.85 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING Permit NoEPQ� — (o0 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electric.a_1 ' Plumbing Mechanical Roofing Phone # (30S) 1.5 — Owner's Name (Fee Simple Titleholder) f i r 19 (78104.1 Owner's Address Vie T 'qj c2r City M J„ Jt C'lrxG) State L Tenant/Lessee Name Job Address (where the work is being done) t chIE 11 g� City Miami Shores Village County Miami -Dade Is Building Historically Designated YES (llIO) () Contractor's Company Name C l4 g Contractor's Address City Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition Describe Work: L A,l.1 i ..0 vU((�a'UCt :J 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 Z 000. EAlteration I ['New Code Enforcement $ Structural Plan Review. $ zip 3 .31-3e Phone # (F Phone # Phone # Zip Square Footage Of Work: 'T)) 7oLtN:re Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / 7 0 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Bond $ Scanning $ Radon $ Zoning Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. g Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of, -N , 2O by N4Tt 4 I AS YI N N Gic.�C , 20 by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: Chc 05/13/03 As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLIC•STATF. FLORIDA NOTARY PUBLIC: n Hernandez miss lt∎ Sign: wl . e..:., Mk V N My Co • m. hrl!lciahliF i;.,n�iriw (.s., Inc. sion Expires **************** * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** * * * ** **** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Bondc Signature Sign: Print: My Commission Expires: It Nos l/o Plans Examiner Engineer Zoning Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: 00 S '(,D Applicant: b o u.r Job Address: (1 ,, !, 34 $f Date libio& lat'm 5 6� T 10050 NE 2 " Avenue Miami Shores, Florida 33138 Comments eeM e 1 SL,/ 4 ( D th,4e S <l Initials 1 ff /.J /;4 ) ( 3 e n _ Op/1 /V y/ �1Y c l �P —t'� a y1 2.. ( 1 p '2ot 4-k- vcd t (4, 41, Q. kt1 016- kalda4 —� m) c�1i (7 pp naci � 'G� � / ° 157.4 -4 . f j ,�, -, wee/ " Tel: (305) 795 -2204 Fax: (305)756 -8972 -' 4' CBW $919'53"' 'ILLY SUI iE •G2 •• • • 20 -317t • • • • 2 • • •• • ••• , •• •• ••• • • LOT -l0 i .... • • • ' -9 • • BLOCK -2l • • • •' • :3•C re • 00 0.50' CL LOT -19 BLOCK -24 F.I.P 1/2" NO CAP B/C • .•. • ••• • • • • • •• • • •:• • • • OUFJb Y SURVEY • • • • ••• • • • SURVEYORS NO THERE YAY BE � , a . ' i • • , r • IK 7HE'`RYB " -�• - •T M�L THIS SU THE PURPOSE OF THIS SURVEY IS FOR; USE INT.OBTAINING TITLE INSURANCE AND FlNAN SHOULD NOT BE USED FOR CONSTRUCTION,KIRPOSES.: fit; nrurjiirs .Jnr. '••LAND SURVEYORS SCALE = 1" : 20' LOT -8 BLOCK -24 SURVEY No 04 -8151 SHEET No 2 OF 2 w LOT -7 BLOCK -24 LOT -22 BLOCK -24 4' CBW 0.50' CL 'F,N. . NO III' 1 23.65' PWY BUILDING PERMIT APPLION FBC 2001 Permit Type (circle): Building ( Electrical Plumbing Mechanical Roofing Name (Fee Sim ale Titlellol. f) M( CR)p� S Phone # DS t' I (42 Owner's Address ire(' S 1 S — Cite 'H , jpri S ' c State (_ Zip ` j` Tenant/Lessee Name Phone # ‘: O 5 Sq 4 �' Job Address (where the work is being done) l City Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier Miami Shores Village County Miami -Dade State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi? 9 CO , CC) Type of Work: ❑Addition Describe Work : r * p Vh' S Ai , 70 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 O ()err ❑ Alteration W€? ent'I Submittal Fee= •c ermit Fee $ Notary s 5`� Scanning 5 Radon $ Code Enforcement $ Training/Education Fee $ 4C NE Ri �F Phone # Zip 33 Permit No. �. Master Permit No. State Zip Lan Dotage Of Work: ` t o New ❑ Repair/Replace ❑ Demolition k Pokad V■A fa* Ii'e o { h h(Vie * * * * * ** * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Plan Review. $ CCF $ C� / �a CO /CC Technology Fee $ Zoning Bond $ v.� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * ** Chc 05/13/03 Owner or Agent The foregoing instrument was ac wit ed before ie this day of , 2035 by IT F APPLICATION APPROVED BY: who isersonally �;�wn to me or who has produced Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced As identificatigtd who did take an oath. as identification and who did take an oath. :. 7 :' o'. :) �2c 7 �y NOTARY PUBLIC: Sign: Print: My Commission Expires: ***'* hi iA9cl e******************************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** JAN 1825 Plans Examiner Engineer p } . t ;�; Zoning I Mk \ BA MOLV Located at: 4 v E Q ` Proof of ownership provided ( ) Was ac By Produced VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT Q4)toCcil being the legal property owner, for the property ACCAPMi k•O ( FL DISCLOSURE STATEMENT Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.nd I have read and understand the following disclosure Statement, which entitles me td al;,ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. Tlie foregoing instrument wledged before me this 14 day of 20 05 s who is personally known to me or who has • as identification any :, o did take an oath. 84 Expires: Jul 13, 2007 Bonded Thru Atlantic Bondino Co Inc • 5582 N.W. 7th STReET SINTE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAWN BY: TULY xnvtt ururgnrs Jnr. LAND SURVEYORS SURVEY No 04 -8151 SHEET No 2-0F_2 0.80' CL PLAASTIC SHED 24.35' 10 in r N 14.90' O0 19.15' LOT -21 BLOCK -24 14.90' 14.65' PWY 90 ° 34'37 "' 16.20' 16.55' 19'53 "' 0.30' CL LOT -10 BLOCK -24 0 00 0.50' CL r � LOT -19 BLOCK -24 F.I.P 1/2" NO CAP 90 °40'7 B/C yy • . 256 :27' .. • FN.... .• '. • 4' CBW ® v BOUNDARY SURVEY SCALE = 1 " :20' LOT -9 BLOCK -24 SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED IN 1HE PUBUC RECORDS NOT SHOWN ON NIS SURVEY THE PURPOSE OF THIS SURVEY IS FOR USE INT OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONS1RUC11ON PURPOSES LOT -8 BLOCK -24 LOT -7 BLOCK -24 is •p LOT -22 BLOCK -24 4' CBW 0.50' CL 1 23.65' PINY 5582 N.W. 7th STREET SUITE 202 MIAMI. FLORIDA 3312e TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Survey of Lot: 20 -21 Block: 24 Subdivision: ' AMENDED PLAT OF MIAMI SHORES SECTION NO.1 According to the Plat thereof as recordeci in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 145 NE 91 ST, MIAMI, FL 33138 For: MATHIAS CABOUR LOCATION SKETCH Scale 1"= NT.S. M.. MAN. MA. N.A.P.. NM. FR. FT. FNIP... F.N.• H.. IN.dcEG.• N.. N.T.S. 0 /S• O.H.. 0.H.L. OVH. PVMT.+ E.T.P.. ELECTRIC TRANSFORMER PAO p L.: ELEV.. ELEVATION. .0 ENCR.. ENCROACHMENT. P.C.= F.H.+ FIRE HYDRANT. PT.= F.I.P.. FOUND IRON PIPE. P00 F.I.R.• FOUND IRON R00. POB Artl tt a U 1 jnrz . JMC. LAND SURVEYORS A B B R E V I A T I O N AND M E A N I N G A+ ARC F.F.E.• A/C. AIR CONDITIONER PAD. F.N.D.+ A.E.• ANCHOR EASEMENT. A/R. ALUMINIUM ROOF. A /S• ALUMINIUM SHED. ASPH.• ASPHALT. B.C.• BLOCK CORNER. BLDG.. BUILDING. B.M.• BENCH MARK 8.0.8.• BASIS OF BEARINGS. C. CALCULATED LP. C.B. CATCH BASIN. LF.E• C.B.S. CONCRETE BLOCK SIRUCTURELM.E.. CBW. CONCRETE BLOCK WALL CH.. CHORD. CH.B.+ CHORD BEARING. CL. CLEAR C.LF.• CHAIN UNK FENCE. C.M.E• CANAL MAINTENANCE EASEMENTS. CONC.. CONCRETE C.P.. CONC. PORCH. C.S.• CONCRETE SLAB. D.E.. DRAINAGE EASEMENT . D.M.E.• DRAINAGE MAINTENANCE EASEMENTS DRIVE• DRIVEWAY • DEGREES. E. EAST. FINISHED FLOOR ELEVATION. FOUND NAIL do DISK . FRAME. FEET. FEDERAL. NATIONAL INSURANCE FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. LOWEST FLOOR ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. MEASURED DISTANCE. MANHOLE. MONUMENT UNE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE. NUMBER. OFFSET. OVERHEAD 16044 OVERHEAD U11UTY UNES OVERHANG PAVEMENT. PLANTER. PROPERTY UNE. POINT OF COMPOUND CURVE POINT OF CURVE. POINT OF TANGENCY. POINT OF COMMENCEMENT. POINT OF BEGINNING. P.R.C.+ POINT OF REVERSE CURVE P.B.• PLAT BOOK. PG.• PAGE. PWY• PARKWAY. PRM+ PERMANENT REFERENCE MONUMENT. P.LS.+ PROFESSIONAL LAND SURVEYOR. R.• RECORDED DISTANCE. RR.. RAIL ROAD. RES.. RESIDENCE. R/W. RIGHT —OF —WAY. RAD.. RADIUS OF RADIAL R.P.. RADIUS POINT. RGE. RANGE. SEC.. SECTION. STY:. STORY. SINK.+ SIDEWALK. S.I.P.+ SET IRON PIPE LB. /6044. S.- SOUTH. SECONDS T. TANGENT. NC-TOWNSHIP. UTIL• UTIUTY. U.P.. UTILITY POLE. W.M.• WATER METER. W.F.• WOOD FENCE. W.S.+ WOOD SHED. W/R. 1 ROOF. Q + CENTRAL ANGLE. - CENTER LINE. LEGAL. NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED W THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY ME PURPOSE OF THIS SURVEY IS FOR USE TNT OBTAINING 1111E INSURANCE AND FINANONG AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES EXAMINATIONS OF THE ABSTRACT OF 1111E WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, UMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING 1111.E COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOW. THE TERM 'ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITRNO PLOT PLANS MTH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP F1.000 MAPS HAVE DESIGNATED THE HERON DESCRIBED LAND TO BE REVISED ON: REVISED ON* Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MATHIAS CABOUR GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND, INC, GMAC MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS ATIMA LEGEND TYPICAL -H--H- CLF- CHAIN LINK FENCE 27Z2 C.B.S. WALL (CBW) -0-0- IF -IRON FENCE —OH— OVERHEAD UTILITY LINES #-# WE-WOOD FENCE x0.00 EXISTING ELEVATIONS. PROPOSED ELEVATIONS. 3). THIS IS A SPECIFIC PURPOSE SURVEY. SU Nd- 0008 SHEET No 1 OF 2 Date: 07/02/2004 $ U R V E Y 0 R S ' S N O T E S : 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PRCPERTY. IF HOT, TNEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOWN , ELEYA110NS ARE REFERRED TO BM/ ELEV. FEET, OF N.G.V.D. OF 1929. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: _ GeoR IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). 5'-a' MAX 2'-O" Owner's Side O 4" X.4" Wood post 2" X 4" Wood pail 1" X6" or l" X8" Wood Pickets ete II — III —I III — III " WOOD FENCES 5 2915 Fences Wood Posts • 2915.1 Wood fences, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall be constructed to meet the following minirnum specifications. 4' -0" High or Less = 6' -0" O.C. 5' -0' High or Less = 5' -0" O.C. (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch by 4 inch by 8 feet -0 inch long posts spaced 5 fee. -0 inches on centers, having a fiber stress of 1200 p.s.i. in bending, and shall be embedded 2 feet -0 inches into a concrete footing 1 fcot -0 inches in diameter and 3 feet -0 inches deep. • Other components shall be designed to comply with the provisioqs of this Chapter and Chapter 23. (b) Fences not exceeding 5 feet and 4 feet in height respectively shall be constructed as provided in paragraph 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet -0 inches on centers for these heights. MIAMI SHORES VILLAGE FENCE WALL AND HEDGE REQUIREMENTS Maximum height of fences walls and hedges, in any required front yard, 3 -1/2 feet except on Biscayne Boulevard where fences and walls are 5 feet and hedges are 7 feet Maximum height of hedges in any required side yard rear yard is 7 feet and maximum height of fences or wall in any required side rear yard is 5 feet. FRONT YARD FENCES All walls or fences in any front yard shall be constructed either or ornamental masonry or of ornamental metal, but not including any wire fence . All front fences must be approved by Planning and Zoning Board prior to issuance of a permit. SIDE OR REAR YARD FENCES Walls or fences in any side or rear yard, shall be constructed of chain link, wood, ornamental iron or aluminum, precast concrete, concrete block stucco, ox ornamental masonry. The use of all other materials or attachments such as slats, fabric, reed screening, etc., is prohibited. Any fence, wall or hedge established adjacent to a rear plot line along an alley shall provide a clear space of at least forty (40) square feet in area long the alley line available for the placing of waste materials for removal. WOOD FENCE Permit application accompanied by two copies of survey and two copies of drawing indicating ways to install wooden fence. Location of fence should be highlighted on survey. Owner - builder permit may be issued. CHAIN LINK FENCE Permit application along with two copies of survey indicating location of fence. Owner - builder permit may be issued. MASONRY FENCE Permit application must be accompanied by two copies of drawings signed and sealed by a registered Engineer. ORNAMENTAL IRON Permit application must be accompanied by two sets of drawings depicting style of fence. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/26/2005 Applicant: MATHIAS Owner: CABOUR JOB ADDRESS: 145 NE 91 Contractor Local Phone: Parcel # 1132060133330 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -60 CABOUR MATHIAS ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 7/13/2005 Construction Value: $200.00 Work: FENCE Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 20 & 21 BLK 24 LOT SIZE Fees: Description Amount FEE2005 -1151 Building Fee $100.00 FEE2005 -1152 CCF $0.60 FEE2005 -1153 Notary Fee $5.00 FEE2005 -1154 Training and Education Fee $0.20 FEE2005 -1155 Technology Fee $2.50 FEE2005 -1156 Scanning Fee $6.00 FEE2005 -1157 Submittal Fee ($50.00) Total Fees: $64.30 Total Fees: $64.30 Total Receipts: $0.00 io c oPASO 7 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAWN BY: TULY aura ururjorrs LAND SURVEYORS SURVEY No 04 -8151 SHEET No 2-0FD_ 0.80' CL 89 ° 25'23 ' 90 ° 40'7 LOT -20 BLOCK -24 PLAASTIC SHED LOT -21 BLOCK -24 rn r : 'TTT F . 00 14.90' °O 14.90' 14.65' PWY 16.55' 90 ° 34'37 "' 89 ° 19'53 "' 0.30' CL LOT -10 BLOCK -24 s 0 m 0.50' CL LOT -19 BLOCK -24 F.I.P 1/2" NO CAP B/C • . 25 ;7.7' BOUNDARY SURVEY SCALE =1" : 20' LOT -9 BLOCK -24 SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY THE PURPOSE OF THIS SURVEY IS FOR USE INT OBTAINING 1171E INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES LOT -8 BLOCK -24 LOT -7 BLOCK -24 w LOT -22 BLOCK -24 4' CBW 0.50' CL F.N. . NO I1?` 3 23.65' PWY 5582 N.W. 7th STREET SUITE 202 MIAMI. FLORIDA 3312F TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: C.LF.. CHAIN LINK FENCE. C.M.E. CANAL MAINTENANCE EASEMENTS. CONC. CONCRETE. C.P.- CONC. PORCH. C.S.- CONCRETE SLAB. D.E.- DRAINAGE EASEMENT . DRAINAGE MAINTENANCE EASEMENTS DRIVE. DRIVEWAY • - DECREES. A B B R E V I A T A. ARC A /C• MR CONDITIONER PAD. A.E.• ANCHOR EASEMENT. A/R- ALUMINIUM ROOF. A /S. f o#NL4MINIUM . SHED. ASPH.w MALT BLDG.. INC. B.M.± ,BENCCJy MARK 8.O.B.. BASIS/ OF BEARINGS. C- CALCULATED LP- C.B- i CATCH BASIN.' LF.E.- C.B.S.' "CONCRETE 'BLOCK _ S1BUC1URELM.E.- CBW CONCRETE BLOCK WALL S CH. CHORD. 0 M.. CH.8.• CHORD BEARING. M/H= CL• CLEAR N.A.P.. NGVD• F.F.E.• F.N.D.. FR. FT- FNIP.- H. INALEG.• N.- N.T.S.. 0/S- 0.H.- OVH- E- EAST. PVMT- E.T.P. ELECTRIC TRANSFORMER PAD PL - ELEV.• ELEVATION. P.0 C - ENCR.- ENCROACHMENT. P.C.- F.H.- FIRE HYDRANT. PT.= F.I.P.= FOUND IRON PIPE. POU F.I.R.- FOUND IRON R00. P08 - A V Litt ub Lxb jtJ b A ..✓ b`r. LAND SURVEYORS Survey of Lot: 20 -21 Block: 24 Subdivision: m'r'AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 145 NE 91 ST, MIAMI, FL 33138 For: MATHIAS CABOUR LOCATION SKETCH N 15, 16 : , b i(f ± ?J I ?l • 1 1. ' 3 i Ic II . . 16i 1T • 66;17 a`Gt I , i „ i ION AND MEAN FINISHED FLOOR ELEVATION. FOUND NAIL & DISK . FRAME. FEET. FEDERAL NATIONAL INSURANCE FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. LOWEST FLOOR. ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. MEASURED DISTANCE. MANHOLE. MONUMENT UNE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE. NUMBER. OFFSET. OVERHEAD #6044 OVERHEAD UTILTY LINES OVERHANG PAVEMENT. PLANTER. PROPERTY UNE. POINT OF COMPOUND CURVE POINT OF CURVE. POINT OF TANGENCY. POINT OF COMMENCEMENT. POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY THE PURPOSE OF THIS SURVEY IS FOR USE INT OBTAINING 11TLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES EXAMINATIONS OF THE ABSTRACT OF 1111.E Will HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUB.ECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PRONGED BY CUENT OR ATTESTING 1111.E COMPANY. BOUNDARY SURVEY MEANS A DRAIWNG AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT 800K, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS INN THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE ONNERSHIP NOT DETERMINED. TNIS PLAN CF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Scale 1"= NT.S. i o f 0 i s 4 50 l u' ' 1 :22,) u `92 ND I N G P.R.C.• POINT OF REVERSE CURVE P.B.• PLAT BOOK. PG.• PAGE. PRY= PARKWAY. PRM PERMANENT REFERENCE MONUMENT. P.LS.- PROFESSIONAL LAND SURVEYOR. R.- RECORDED DISTANCE. RR.- RAIL ROAD. RES.- RESIDENCE. RAY= RIGHT —OF —WAY. - RADIUS OF RADIAL. R.P.. RADIUS POINT. RGE.- RANGE. SEC. SECTION. STY.. STORY. SYN... SIDEWALK. S.I.P.. SET IRON PIPE LB. /6044. S.- SOUTH. SECONDS T. TANGENT. TWA- TOWNSHIP. UTIL• U11UTY. U.P.. UTILITY POLE. W.M.• WATER METER. W.F. - W000 FENCE. W.S.- W000 SHED. W/1- WOOD ROOF. a - CENTRAL ANGLE. - CENTER UNE. - ANGLE. LEGEND TYPICAL ® = PROPOSED ELEVATIONS. SURVEYORS ' S NOTES: 1). IF SHOWN. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOWN , ELEVATIONS ARE REFERRED TO BMt ELEV. FEET. OF N.G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1 :7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 81017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. BY: _ [77�oi t c IBARRA (DATE OF FIELD WORK) 7� - �¢ PROFESSIONAL LAND SURVEYOR NO. .e5, STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON* Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MATHIAS CABOUR GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND, INC, GMAC MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS ATIMA = EXISTING ELEVATIONS. CLF= CHAIN LINK FENCE C.B.S. WALL (CBW) IF =IRON FENCE OVERHEAD UTILITY UNES WF =WOOD FENCE SHEET No 130 r ,9 • 10• :i 1.7 11 ") .. u1 ' . 12 7 • I 3 14 to II ;3 o' UI 1V 0 CJ 0 SURVEr' A- 0008151 Date: 07/02/2004 OF 2 APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or the plans and specifications herewith submitted for the build • inc 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. Owner's Name and Address Registered Architect and /or Engineer.. Name and address of licensed contractor Location and lcga) description of lot to be bu // Lot @ 62,1 Block .... T .. j ....... Su bdiivi Street and Number where work is to be done./ -� State work to be done and purpose of building (by floors) be s eat to.. Disapproved (Signed) ... MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT New Building- Rem (IC ...r -, To be constructed of ... Kind of foundation , iu Estimated Total cost of improvements $ S (. -0 - Q0+ 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 b • ll th lans nd specifications for said ' g. All notices wi reference to the building and its construction may STATE OF FLORIDA, COUNTY OF DADE. j ss. �Y_�� & .. ��jj .. y,� . 1�� The undersigned applicant fur this building permit does hereby certify that he understands ar d ace b � rstdtsh shoos of s an i r�ttiloy of Labor under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida, Permanent Stip )Iement, and has complied Keith the provisions thereof, and will require similar compliance from a contra ors or sub - contractors employe by hips in the work to be performed under this permit; and will post or cause to be posted for i coon the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su • ctors n work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) 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.. j Permit No.___ b 0 ` '° Date 1°1 ._...f ...._.._._ Read, Sworn to and Subscribed before me. Date. Building Inspector Addition Repairs No. of Stories Roof Covering . Chairman \f crnber Member .. .. Council Approved PLANNING BOARD DATE NOTE: A charge of $1.00 will be made for making corrections the I'Ltnnir.. Board. A re-inspection fee of $1.00 will be charged materials and /or workmanship. f33pr l — Mcmbcr Mcmbcr Member Date Disapproved Data �� Notary Public, State of Florida My Commission Expires or changes to this application after approval g5. tre < — __t 31:5 g Date has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty CITY: r(�// 11', i. O/�tol-e. NAME: eNel 9M; m RLr y STREET: • ALL AMERICAN Fence Co. 97hQ S. W. 75 st. 274.4627 TYPE STYLE Sict L317 OVERALL LENGTH TERMINAL POST '1 Xy y BOARDS I XCJ WALK GATE a OVERALL LENGTH WAL GAT ROLLI GATE G TE P ST / Ai/ 91/4 9 OVERALL HEIGHT LINE POST FRAME DRIVE GATE N•g• 41 sT INSTRUCTIONS: 1)) >?•5.;5.` , we.gfe • 1s; s e.7 /A) CoOCree;l e Ls swibe fl& c-o ) e t'n e 1• ()led )A- . C��L�) ) Jc.('o9e, WIRE DIAMETER GAUG Terminal P. h UJ_s BARB WIRE GATE POST IAMETER DIAMETER LINE POST TOPRAIL DIAMETER INE POST Gate Frame SPACING STATE: 33/3 /'aRUt L CITY OS e STREET EST. PERMIT FE ACTUAL PERMIT FEE to 44) yP�PC."� ' �O CZ • tHcc /o? f Yo L+ Orr = 751 - 555S PHONE: JOB'S NAME DATE c, Qi) '. STATE: LOT NO BLOCK NO. a SUBDIVISION/AC/A e � e� , . / PBSrPG 1 • CONTRACT 10770 PERMIT NO 0, : box 007 r 3 0,1.1 03 C.I.oS a US pos . BP./ WARRANTY . .a'i / Q" n/3 u 3 3f\l Q 7 Q /'3S7' k d Tex''1 l res o L) LobnR TERMS AND CONDITIONS The Customer and the Company agree to the following terms and conditions of this contract: (1) The Compam shall furnish the materials and perform all necessary labor to erect the fence on the Customers property according to the specifications set forth above and the terms and conditions oft s co tract. • (2) The Customer shall pay unto the Company the total contract price of S J'ti, i)1 as follows• Cash ) 00 • Down Payment -- Pc: I ic ‘I a+a.: w ,., b i , t•" M _ - HEREBY `CERTIFY that "the ^atfache `slse +ch represents r;"' B . O CO:, urvey made under "rrtiy direction and a and correct 5 J . to the best of my kn µledge a tsi belief. .' 1712 S: We 1st . Street t ' Fliers are no `encroachmeritr ex�e sho o MIAMI '35, FLORIDA ` , ,„,,':.0' ,�Y•w�� ( ' ,. , .� - ; ,; � "� ,, , , ,. .,..0. " REGISTERED LAND SURVEYORS . 427 IN k , . elepHones 9 = 3508 82 -0027 s STATE OF FLORIDA , ,.,. n ...Y . , xi'F. K -a...1 .M+ • at, .. a?« A:i 't a t: .tiapswm•: v. Y' tv•.ti ip %v , cue/ Ff ti✓o jc/' • /%7 / 4 tt' °3# "°`'fi ? • S iL eit o f: Lots, 2O , 21 BlOok 24 of .'MIAMMI,.SHOREg SECT ON 1 # . According to the Plat thereof as recorded in Plat Book � < '.�f ♦ Y,, gy p. , Public Records of Dade County, Florida. • ' For Ray J. Me tze , t i f, < Date Sep t? 7 ^ '' ,;n ., j..:{, - �a.�a3 'y '(�•.� . ; , �,.�. , .��d 'i dF •'o1Y: fxi vwk .•,�. y ,� si -s 1 hi •:. *M:dY I �,,: ,..., 7 • ALL AMERICAN FENCE CO. 9695 'N.W. 79th Avenue Hialeah Gardens, Florida Bay # 40 33016 0 f -4 -- .w1 --4 DOUBLE GATE SCALE: 1/2"-1 7 2. no CJ.. G. POST FOOTING S: ALE: 1/2'.1 0 r ♦_ HIROC SINGLE GATE SCALE : I /2'al -0' STNT60TTt9: Pressure :r•e":e4 PSrr No.2 Dense 51.: 2 a 4' PDSTSo Pressure Treated Ptne r4. 1 C•nsg Six•: <' x 4 x 6' . Pressure Treated Piro No.2 Sin: 4• a 6' x 6' 0 12' 6• La ■Q.OD OC6CRAL SPCCI PI CAS IONS PTCRLTS: Pressure Treated Pine 60.2 Donee Wooed Dense Structural CPprese and Cedar Croup III 51...: 1/2 a 4' a 4', 1/2* a 6' a 4' 1' 1•x6' a4' 1/2' s 4' x 6', 1/2' x 6' s 6' 1•=4•x6', 1•x6• a6' GATE DESCRIPTICN FRAME : 214'r IN' and PICKETS: 3V2 r 1/2 on.l HARDWARE BY'Arcosmif1, Tool and Tiouf Corp 1-1n4GES • NT 1080 3 T:aJ.. LAIC : !it. 200 B. CARE BOLT •. CBD SCI °9 PO Ocso, a 3ATE : SnJ3LC _,ATE D D Soil 4' -0' 1' -0' 2,500 p s E -- Average Solt 4' -0' 1' -1' 1,500 p s C -- Poo, Soil Soil 2,500 p s t -- Average Soil for 4 x 6 or 4 x 4 Posts 2,500 p s f -- Average Soil for 4 x 4 Post Only 1,500 p a E -- Poor Soil for 4 x 4 and 4 x 6 Posts GENE I,AL NOTES 1- FRAME: 1N ALL CASES To or P.T. PINE. 2 - PICKETS TO BE REDL04D, REDCYPRCSS, CEDAR •DR P.T. PINE. 2YNAIL.S l5/4 Ln'.'G GALVA,N'•x0 wIT1.4 EPDXY COAT. DIVERGE,JT LEG GRIP. MAMUFACTVRED BY - DUO. FAST' P' 0ouCT•a INC. 4. -/.LL POST 0.M11N51ouS awE JC.YUpL, STANDARD WOOD FENCES DETAILS PICKETS 4 •• PICKETS IK6 Z� ST•WGE4% 21.4' - • • STOCKADE S CAIEI If 4 -0 i_ d 1 SECTION 8 -8 scola by. o 4— STOCKA DE SCALE : 1/2 . I'- o` 4 - J4 x4.114 Ks. , -�. 2.204 GAw C004400 y NAILS PER 3ia.N3ER. 00(04111. ST•nai[R 1 OLCS TYPICAL AT SECTIQN J-J cc. DO.T SCuli . 4 1 -o" L A LZ r. 2.20d GALKCONMO,J NAILS PER STRwGER. PREDRILL STRINGER STRPdOCRS IWS2 - '�.J� GCN AoeT.Cel AT SEC TION A - L4Kt: Sa4Ia . Y•0r SECTION H -H Scold 3/4'•I' -0 Ja "-- SEPA '" r I % r 1%` SECTION C -C sc41o•44:P -o 4'ERTICAI LwIDS 9•54 .a 2 �r 11 on4KO 3.204 GALV. CO••ON'' NAILS EACH 0101 SECTION 0 - 8 c0 2 .! 3 /4 - 7. 1-0- . BASKETWEAVE SCALE: 1/2_. I._ O CENTER' 0 T PICK6T5 0 r I 2.20d PAU OOMMOU fialr Na.ILB PE4 9TRI PRCoa . STRINGCR MOLTS TVRAT cAC•1 POST. SECTION L-L scan: *A r - o' SECTION k-K sea V 1 94' . I'.o- D SECTION E -E Scala 6/4'1. 4'P, cat 411v STRuJGER fro' 2 -id 3•42•CONKOu •A e4E0411.1, GAP V E R T I C A L S. C A L E: I 2' I' -0' 'WV' • -- 1;1 . 14 1 14 . P 9AD� 2 04 11 n SECTION' F -F aCaa 1 a4•. r.O• HORIZONTAL SHADOWBOX SCALE: I/2 I'- 0" • _SECT ON M -M SCO gI •. he S H A D O W B O X on later CMM Jew CDMMOLJ NAILS PICKETS Vka4 2- ZOO ly: k CoM.S01J P4AILS POI STRINGER. PfEDRILL STRINGER NOES TYP. AT CACN POST. SECTION .N -N Scala 4 I.I'•o• STRIUCEd Iy7 R 212` I • 4 . ■ I ■ II Ii It ; ■ ■ I 1 I 1 f1 I II I II L��.J{I 1 iI I L{i II II I I I i 'I I I I I ' t I II II .1 - _ - ' 'I I I' 1 . 1 ■ - ■ ■ I I � I I L1, I. I Ii It', I I 11 I , .1 .r PICKETS 4 •• PICKETS IK6 Z� ST•WGE4% 21.4' - • • STOCKADE S CAIEI If 4 -0 i_ d 1 SECTION 8 -8 scola by. o 4— STOCKA DE SCALE : 1/2 . I'- o` 4 - J4 x4.114 Ks. , -�. 2.204 GAw C004400 y NAILS PER 3ia.N3ER. 00(04111. ST•nai[R 1 OLCS TYPICAL AT SECTIQN J-J cc. DO.T SCuli . 4 1 -o" L A LZ r. 2.20d GALKCONMO,J NAILS PER STRwGER. PREDRILL STRINGER STRPdOCRS IWS2 - '�.J� GCN AoeT.Cel AT SEC TION A - L4Kt: Sa4Ia . Y•0r SECTION H -H Scold 3/4'•I' -0 Ja "-- SEPA '" r I % r 1%` SECTION C -C sc41o•44:P -o 4'ERTICAI LwIDS 9•54 .a 2 �r 11 on4KO 3.204 GALV. CO••ON'' NAILS EACH 0101 SECTION 0 - 8 c0 2 .! 3 /4 - 7. 1-0- . BASKETWEAVE SCALE: 1/2_. I._ O CENTER' 0 T PICK6T5 0 r I 2.20d PAU OOMMOU fialr Na.ILB PE4 9TRI PRCoa . STRINGCR MOLTS TVRAT cAC•1 POST. SECTION L-L scan: *A r - o' SECTION k-K sea V 1 94' . I'.o- D SECTION E -E Scala 6/4'1. 4'P, cat 411v STRuJGER fro' 2 -id 3•42•CONKOu •A e4E0411.1, GAP V E R T I C A L S. C A L E: I 2' I' -0' 'WV' • -- 1;1 . 14 1 14 . P 9AD� 2 04 11 n SECTION' F -F aCaa 1 a4•. r.O• HORIZONTAL SHADOWBOX SCALE: I/2 I'- 0" • _SECT ON M -M SCO gI •. he S H A D O W B O X on later CMM Jew CDMMOLJ NAILS PICKETS Vka4 2- ZOO ly: k CoM.S01J P4AILS POI STRINGER. PfEDRILL STRINGER NOES TYP. AT CACN POST. SECTION .N -N Scala 4 I.I'•o• STRIUCEd Iy7 R 212` JOB ADDRESS: /95 /t '6, 7/ sT APPLICANT: CiVou,‹ ZONING CRITIQUE SHEET PERMIT # APPLICATION: Cd /te T' EAlc -C Scit`— DATE COMMENTS INITIALS o wN o /1 0 / fleat jt/cCo 5 ugh /5 cm/c1" /0 JOB ADDRESS: / 3- .vim APPLICANT: ZONING CRITIQUE SHEET PERMIT # APPLICATION: ( Ace 6-91,4: ex DATE COMMENTS INITIALS 5 // 0 (9) z 6:09 dam e6 -- )e T //"7� �E' ' "L ?C 5 ADS ,- -7eHrr-7 . _w►11— CQmaa.¢- Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: / t{,S' N C qi s ( Permit No. p .S 515 Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No K7+ ... ( +) PSF ( -) PSF ( +) PSF ( -) PSF ° ; -- - c-------- -•'-- - t �C.. �, c a• o? > ur ALEC. ob — 6o.` - 1 x tOk /00 - i'X?[n SfoP"S"'• t 1 01 �� - 0e902- 4 —Cra ?• 0 4 4 l3 tT3, a0 - . - c?- Nt b-i n1 O N U S CO.. Fn ¢4 ca. _ o q - 0(00) - af i13 .D -53 2" s!-o X � 6 N 0 , ' ; mQR . F3 Y: .'•, oft • • • , • • • •• • ••. • a. .. �. ! • 1••• • • • • • •• .1••• •• •• • - O 041 • ea • • • • • • •• • - .... • .•.• • • • • • • • •• •• II • • • ••• • • • ire • ••• • ••• • • • ••• •• ••• • •••• • •••• ,•• • •••• Ray Ye Daniel. ,J. Crane BUILDING PERMIT NO ZONE REPAIRS ALTERATION ADDITION OWNER'S NAME JOB LOCATION (ST. OR AVE.) 145 N. . 91st Strect GENERAL CONTRACTOR 15208 DATE 9 -15 -53 REQUIREMENTS CU. FT. NEW CONSTRUCTION SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TC VILLAGE COUNCIL APPROVED LOT 20 -21 REJECTED PLAN CUBE PRESENT ADDRESS ADDRESS BLOCK 24 PERMIT FEE $ 15.00 21.094 ,DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES I ROOF CONSTRUCTION X REFERRED TO COUNCIL CU. FT. REMARKS LICENSE NO. MS Sec. 1 PHONE NO. N0 1599 CERTIFICATE OF OCCUPANCY NO. iq aJ t ea ISSUED / LI -» Q; ' BY » -, TO 4 4 BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE SUBDIVISION BUILDER'S BOND DATE EST. COST $ 10,600 PHONE NO. LICENSE NO. DATE INTERIOR CONSTRUCTION CBS 1 tile oak and terrazzo floors, plaster DESCRIPTION walls and ceilings 47 baths -1 bdrm. -1 study - jalousie porch- living room - dining room- kitchen- garage DESCRIPTION REASONS INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION DATE FEE TEMPORARY SERVICE I s7 / ei . : — : ! "Fl ' BEAMS & LINTELS I - o - -_ $ RANGE CONN. FRAMING •°20 MOTORS S FIXTURES S $ FINAL /k/ I=' '.d",�',) RE- INSPECT BY RE- INSPECT BY CLEAN -UP PLUMBING PERXITS & INSPECTIONS CONTRACTOR 7- r: ��,+' - .. PHONE PERMIT NO. , - DATE FEE $ `/ ` NEW BLDG. 1 ALTERATION 1 ADDITION R =PAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE RANGE CONN. $ SEPTIC TANK /6 ,2 1 � /". _ } r^ i 6'"' S SEWER $ SOLAR HEATER S GAS Pia • S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING i GAS SEWER SEPTIC TANK r, ,■ SOLAR HEATER FIXTURES /1- (e?. vi ''' h • CONTRACTOR PHONE PERMIT NO. 1 DATE FEE S NEW BLDG. I ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE I s7 / ei . : — : ! "Fl ' $ H. W. HEATER CONN. , $ RANGE CONN. S MOTORS S FIXTURES S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING a , v H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL Pia • BUILDING INSPECTION ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY MIAMI SHORES VILLAGE, FLORIDA V _ DATE _ E •.,. N 195 ❑ PERMIT N° 1520 P w . g ❑ Work to be performed under this Permit a BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor, r--�- • :_.,r' or Builder Legal Lot II BL Description Address of r Building I 3 ;� CONTRACTOR OR BUILDER Subdi- vision Value of Project $ Amt. of Permit $ / rte, °. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• INSPECTOR 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 pertaigingj thereto and in strict conformity with the plans, drawings, btatements 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, servant or employee. BY AUTHORITY TULY / SUITE 202 / 220 -3171 0229 LOT -10 BLOCK -24 0 0.50' CL LOT -19 BLOCK -24 F.I.P 1/2" NO CAP B/C : 256:77' 0 0 vi SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SWAN ON THIS SURVEY THE PURPOSE OF THIS SURVEY IS FOR: USE INT WINNING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSiRU,CTION.QURPOSES. Xoura urttrwors SURVEY No 04 -8151 LOT -9 BLOCK -24 LAND SURVEYORS BOUNDARY SURVEY SCALE =1" : 20' LOT -8 BLOCK -24 SHEET No .2_0F_2_ LOT -7 BLOCK -24 w 0 LOT -22 BLOCK -24 4' CBW 0.50' CL