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WS-10-866Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 112 NE 93 Street Miami Shores, FL 1132060133140 Block: Lot: JOHN PATTAVINA 1 DIANE PATTAVINA 112 NE 93 ST MIAMI SHORES FL 33138 -2818 Valuation: Total Sq Feet: $ 6,500.00 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: WINDOWS No of Openings: 16 Additional Info: NON - IMPACT (EXISTING SHUTTERS) Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $260.00 $12.00 $5.60 $283.20 Address Parcel Number 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 SWMMMING 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Repla Phone Pay Date Pay Type Invoice # WS -5 -10 -37907 05/14/2010 Check #: 6167 05/26/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 233.20 $ 233.20 $ 0.00 Expiration: 11/22/2010 Applicant Cell Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment May 26, 2010 Date May 26, 2010 1 Inspection Number: INSP- 150591 Scheduled Inspection Date: September 13, 2010 Inspector: Bruhn, Norman Owner: PATTAVINA, DIANE Job Address: 112 NE 93 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments 16 new windows non impact. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 150214. CREATED AS REINSPECTION FOR INSP- 148149. CREATED AS REINSPECTION FOR INSP - 143472. Anchors must be 1/4" tapcons Windows installed do not match plans /revise plans. NB No access. NB SH missing 1/4" tapcons and sills must be sealed. NB cL/ September 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -5 -10 -866 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060133140 Page 14 of 26 BUILDING .PERMIT APPLICATION FBC 20 Permit d es. BUILDING ROOFING Owner's Name (Fee Simple Titleholder) O'wner's. Address City . r State ' Zip Tenant/ Lessee ame Eina*1 ArehitecttEngi ieer' Namel(if Value of Work Fir Type of WO k �dditlon [Alteration Describe Work; 2. i Permit No. Master Permit No 37i.3 Pho # s Phone # 1'1 tkU ® 0 1U ,Job Address (where the work is being done) City. • Miami Shores lzillage County Miami-Dade ,Zip I• "ACID / PARCEL # " Is Building Historically Desi sated YES NO Flood Zone / 3 zAir Contractor's Company Name /J 2 4 Phone # Contractor's Address City. State Zip Qualifier Name Phone # State Certificate or Registration No Certificate of.Competency No Contact Phone E -mail Phone # Square! Linear Footage Of Work: New Repair/Replace ❑ Demolition 4 ®rte iragra least I i ttri CIA es - Aunt ilia 1 •�. i � • * * * * *** ** *.* * * * * * * * * * * *, * * * * * * * *•* * * * * * * * * * * * ***** * * * * * *, * * * * * * * * * * * * * ** E. * * Submittal Fee $ ' Permit Fee $ ; CCF $ CO/CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon . DPBR Bond Double Fee $ Vroiatioa date: Structural Review. $ Total Fee New Due $ •.. 0 See Reverse side --- ll •tO Se w' ^ Miami Shores Village Building Department 10050 N .E 2nd :Avenue, Miami Shores, Florida 33138 Tel: (305) 795 Fax: (305) 756.8972 INSPEC1ION'S`;PMioNE NUMBER: (305 ) 702.4+949 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 ofa building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The forego day of who is personally known to rne or who has produced who is personally known to me or who has produced 16 t n ' n ai l ;Awho did k e a n oath. as identification and who did take an oath. NOTARY It Sign: Print : My Commission Expires: APPROVED BY Owner or Agent . . g .instrument was acknowledged before me this ,20 _ ,by Dena Cruz ▪ Commission #DD648633 } MAR. 08, 2011 • , •FU � Tr ., • (Revised 07 /10I07XRevised 06/10/2009) Signature Contractor The foregoing instrument was acknowledged before me this , day of , 20 _, b NOTARY PUBLIC; Sign: Print: My Commission Expires: ******* * *ir*roF**3e9eitit***9t**9 *** *****it$t9c .dr****IaYt.4ri k***** *.**********fin@* * *:Y;Y**w***, ***. ***********ak'3 **** **** ',%**** Zoning. Engineer Clerk ehecked Opening Description Of Wit*ii SU cceptance Product approvaDpening de! Rough Opening Shutter Req. Au Ilion Rec Impact ID or Door, Or Mullion ( , , , - - r Design Pressur Pressure Size Yes/ No Yes/ No Yes/ No •obe • ..,,•• • • • • • ‘ .; (+)PSF (-)PSF _ - • *window • • • 1 - -- O OK: .40' 36 " x 49 5/8" Yes/existing no no _ .• 2 • ' : widow .. i 09-0$3,.•■ : 72" x 49 5/8" Yes/existing no no „, . *window 09-031.08 72" x 49 5/8" Yes/existing no no .. .. 4 .. . • : "t0 ;Wow 09-0316.08 42" x 49 5/8" egress Yes/existing no no ' ' • . • Iiiiiitow 09-0316.10 18 1/4" x 37 3/4" Yes/existing no no •,.. -44,5 • -: i IP window 09-0331.13 17 x 49 5/8 Yes/existing no no ' • 41h5bw 09-0316.08 36 "x 49 5/8" Yes/existing no no • ,-F — •yeindOw 09-0331.13 17 x 49 5/8 Yes/existing no no • • • '''. window 09-0316.08 36" x 37 3/8" Yes/existing no no • L .... a, , , 10 window 09-0316.08 28" x 62" Yes/existing no no _ill ---. window 09-0316.08 28" x 62" Yes/existing no no --t---;-- window —ILO 09-0316.08 36 "x 49 5/8" Yes/existing no no 13 window 09-0316.08 36" x 37 3/8" Yes/existing no no 14 window 09-0316.08 36" x 37 3/8" Yes/existing no no 15 window 09-0316.08 72" x 49 5/8" egress Yes/existing no no 16 window 09-0316.08 36 " x 49 5/8" Yes/existing no no • •••• • •••• • • • • ••• ••• • • • • • • Miami Shor Product approva g Department / Comparison chart Address: 112 NE 93 st. Permit No: NA arni Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT „.01 crK-16 SUBJECT 1 CCM PLIANCE 'MTH ALL FEDERAL ......J • •••• • •••• • • • • ••• ••• • • • • • • Miami Shor Product approva g Department / Comparison chart Address: 112 NE 93 st. Permit No: MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74'" Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Side Hung Window APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series 580 Alum. Single Hung Window (N.1) ", sheets 1 through 5 of 5, dated 10/10/96 with revision F dated 02/26/09, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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: 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 dis played 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 # 07-1029.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document nrantie negi gbgve:: • • • The submitted dootmnentgtfonl VsVetickdd Sy Pitz A. Hants, P.E. �APPROIE I . • .. ..• .. • • • ... .T � • 914//r/°? • • • • • • • • • • • • . • • • • • • • • • • . • • • • • ... • • • .•. • • • • • • • • • • • • • • • • • • • • • 00 •� •. . • :. •• • MIAMI -DADE COUNTY; FLORIDA METRO-DADE FLAGS BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www .miamidadegav/b bns NOA No. 09-0316.10 Expiration Date: November 14,2012 Approval Date: May 6, 2009 Page 1 AWP, LLC. NOTICE OF ACCEPTANCE: EVIDENCF SUBMITTED ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W96-38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.I) ", prepared by Al- Farooq Corporation, dated 10/10/96 with revision F dated 02/26/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per ASTM 588, TAS 202 -94 along with marked-up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. 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) Forces Entry Test, per ASTM 588, TAS 202 -94 along with marked-up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4443, dated 01/26 /05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked-up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02- 0507.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3861, dated 08 /07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02- 0507.06) . ... • • • • • .. • • • • • • • • .. . .. . . • • • •. . . . • • • . ... • • • • . . • • • • • • • • • • . • • • • • • • • • • • • • -1 • • • • • . . • • . • • . • • • • • • ••. • • • • • • • • • • • ... • • • . . • • • • • • • . • • • • . . • . • • •.• • • Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0316.10 Expiration Date: November 14, 2012 Approval Date: May 6, 2009 AWP.LLC C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated February 24, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G. OTHERS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • .••••.• • • • •• • • • • • • •• •• •• • • • •• • • • . •••• • • • • • • • • • • • • • • • • • X -2 •• • • • ... • • • • ••. • • • • • • • • • .. • • • • • • • • • • .• •• • • • •• • • • • • • • •• • Fitz A. Harris, P.E. Prodact Control Examiner NOA No. 094316.10 Expiration Date: November 14, 2012 Approval Date: May 6, 2009 drawing •o. W96 -38 sheet 1 of 5 53 1/8 WINDOW MIDTH SO 1/8 D.L. OPG. (FIXED) 13 S /8 MAL I 48 1/2" SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.N. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FU3I0Y BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INCLUDING BUT NOT UNITED TO STEEL/MEIA. SCREWS, THAT COME INTO CONTACT MTH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQU51E E RS OT 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTpq (SURFACE APPLIED) MAY BE USED 53 I/6 VENT WIDTH B° IfAX. HEAD CORNERS TOP CORNERS OF ARCM TOP YAMS. TO BE SECURED SCREwS OR SPOT wELDING TYPICAL_ ELEVATION TESTED UNITS INSTAUATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVH2 REQUIREMENTS. INSTAUATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUREMENTS FOR WIND BORNE DEERS PROTECTION. ELL OPG. • 50 II/16 • • VENT TROTH • _ • • • • •••• • • •••• hiripiaxv • • • •• • • • • ••• • ••• •• •• • • ••• • ••• • ••• •• ••• • • ••• ••• • DESIGN WAD CAPACITY - P8P WINDO6 DIMS. I /8" ANN. GLASS 3 /IB' ANN. 01488 3/16' TBMP. 01485 ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'A' ANCHORS METHOD 16' ANCHORS METHOD '0' WIDTH mart ERT.(+) 1111.( -) EM.(+) INT.( -) E1R.(+) INT.( -) ExT.( +) IN7.( -) Err.( +) TNT.( -) 19 -1/8' 26-1/2 37' 42' 48' 53 -1/8' 26" (3) 60.0 80.0 60.0 80.0 80.0 121.6 80.0 125.0 60.0 210.0 60.0 80.0 80.0 804 80.0 87.4 60.0 125.0 60.0 179.7 54.9 54.9 604 80.0 54.9 54.9 80.0 112.9 60.0 112.9 48.6 46.6 609 79.3 48.6 45.6 60.0 95.9 60.0 95.9 39.6 39.5 52.7 52.7 39.5 39.5 60.0 81.3 60.0 81.3 34.9 34.9 38.6 38.6 34.9 34.9 80.0 71.9 60.0 71.9 19 -l/8' 28 -1/2' sr 42" 48' 53 -1/8' 38-3/6' (4) 60.0 80.0 60.0 80.0 80.0 109.9 60.0 125.0 80.0 210.0 80.0 79.3 80.0 80.0 60.0 79.3 80.0 125.0 60.0 1633.1 56.8 58.8 80.0 75.8 589 58.8 80.0 118.8 60.0 116.8 50.0 50.0 58.3 58.3 50.0 50.0 80.0 102.9 60.0 102.9 37.0 37.0 37.0 37.0 43.6 43.8 80.0 90.1 80.0 90.1 - - - - 39.8 39.8 60.0 81.4 804 81.4 19 -i/8' 26 -1/2' 3r 4r 48' 53 -1/0" 80-5/8' (4) 60.0 80.0 60.0 80.0 60.0 83.3 60.0 125.0 80.0 171.3 80.1 60.1 60.0 0-4 60.0 80.1 80.0 123.7 60.0 123.7 43.1 43.1 60.0 64.8 43.1 43.1 60.0 88.6 80.0 88.8 - - - - 37.9 37.9 60.0 75.0 60.0 78.0 - - - - 33.2 33.2 80.0 85.3 60.0 68.3 - - - - 30.0 30.0 604 61.7 80.0 61.7 19 -1/8' 28 -1/2" 37' 42' or 53 -1/8' sr (5) 60.0 80.0 60.0 80.0 80.0 89.3 80.0 125.0 80.0 183.8 0-.0 84.5 60.0 80.0 60.0 84. 60.0 125.0 60.0 132.8 48.2 46.2 47.9 47.9 48.2 45.2 60.0 95.0 0-4 95.0 - - - - 40.7 40.7 60.0 83.7 60.0 83.7 - - - - 35.6 35. 60.0 73.2 60.0 73.2 - - - - 32.2 32.2 60.0 64.0 60.0 682 19 -1 /8" 26 -1/2' Sr 4r 48• 53 -1/8' 83' (6) 60.0 80.0 60.0 80.0 60.0 100.4 80.0 1254 60.0 208. 60.0 72.5 60.0 78.7 60.0 72.5 60.0 1254 60.0 149.0 47.0 47.0 47.0 47.0 51.9 51.9 80.0 97.5 60.0 106.7 - - - - 45.7 45.7 60.0 85.1 60.0 93.1 - - - - 40.0 40.0 60.0 71.9 60.0 76. - - - - 38.1 38.1 80.0 62.7 60.0 65.4 19 -1/8' 28-1 /2' 37' 42' 48' 63 -1/8' 74 -1/4' (8) 80.0 74.8 60.0 74.8 60.0 85.2 60.0 1254 60.0 178.2 60.0 61.5 60.0 84.1 80.0 61.5 60.0 113.4 60.0 126.5 - - - - 44.0 44.0 0-.0 82.0 60.0 90.6 - - - - 38,8 38.6 60.0 74.8 80.0 794 - - - - 33.9 33.9 60.0 65.5 80.0 68. - - - - 30.7 30.7 58.0 58.0 60.0 80.0 • NO. IN PARENTHESIS INDICATE N0. OT ANCHORS PER JAMB. ANCHORS METHOD 'A' ANCHORS METHOD "H' �I APPROVED CONFIGURATION$ SHAPES SHOWN ABOVE OR SMEAR • • • • • • • • •••• • • •• •• • • ••• •• • • • • ••• ••• •• lifh8m Nor* • :rr •.. NOTE: GLASS CAPACITIES ON THIS SHEET ARE D •.R- BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS), • AND FLORIDA BUILDING COMMISSION • DECLARATORY STATEMENT DCA05 -DE. -219 GLAZING OPTIONS Hu14 0.8.. 3578 7 AR 0 4 ZOOS • • • • • ••■ ••4 • •• I 4 a,0 J 3CL z••• • • c73 • • •• ••• • • •• • I •• ;�i.•• • 5 $ • • •• 1••• 8 • • 1 v drawing rro. W96 -38 (sheet 2 $ ) TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING 4. 4 4 • 4 4 4 • IBY WOOD BUCK . BOTT OM (ATM.! 4 a 4 lO ANCHORS TWO$. AI U. B METAL STRUCRIRE TYPICAL ANCHORS #14 SMS SEE ELEVS. FOR SPACING TYPICAL ANCHORS #10 SMS SEE ELEV. FOR SPACING M AMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR maw 3/16" 0R 1(4" mmpe0NB (SEE SHEET 2 FOR USE OF 3/18" TAPCONS) INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY J t? RM¢ OR RFLP OiO15111 SCREWS 10RA0F 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy . 38 KSI MIN.) ALUMINUM : 1 /8 THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 410 9uS OR SE ORIWNC S_tC INTO MIAMI —DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY m 1 -1/4" MIN. INTO WOOD STRUCTURE - 3/ MIN. INTO METAL STRUCTURE = 1/2" MN. SEALANT; ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESWE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES; WI . 3/4" WEEP NOTCH AT EACH END TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • •• •• • • •••• • • • • • •• • ••• • • ••• •• • • • • sfoortsgyinswitkthe Fled EISSIMIAN • • •• 1 0. r/f • • <m • •• • • •• 1••• •• • •••• • •••• • ITEM g PART 6 WAD. DESCRIPf'ION MATERIAL MANN. /80PPLIER/REMASWS VE -169 1 FRAME HEAD 6083 -18 - 2 YE -167 , FRAME SIL1. 6O83 -55 - 3 YE -102 2 FRAME JAMS 663 -T8 - 4 50 -152 1 FIXED RAW. 8063 -56 - 8 5E -551 1 VENT TOP 652. 6063 -T6 - 6 YE -168 1 VENT BOITOY RAIL 6063-16 - YE -825 2 VO4T JAMB 6063 -55 - .1 - AS RE00. GLAZING BEAD AURORA ROLL FORBID 10 - 2/ VENT BLOC .4 TACKLE BALANCE - - 11 TH -511 AS RECD. BULB VINYL PVC BINDLE 12 YH -515 AS RECD. BULB VINYL WC SINDLE 13 Y11-509F AS RECD. PqE- 8Q45554EI..587 X .250 - RN SE/4. (005835.5) 14 54-504 2/ VENT VENT IA1W409 NYLON /CELCOR AT 8' ROW ENDS 144 01-515 2/ VENT CAM LOCKS ZAMAK AT 6' FROM ENDS 15 /1O X 3/4' 8 FRAME ASSEMBLY 955085 CRS PLATED, PH 8MB 58 /8 X 1' 2 FIXED RAW. SCREWS CRS CAD PLATED. PH SMS IT /e X 1 -1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SI45 MIAMI-DADE COUNTY APPROVED MULL= SEE SEPARATE R A WINDOW WIDTH MOTH EXTERIOR WINDOW WIDTH 1BY WOOD BUCKS 1/4' SH • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4' SHIN • • • ••• • • • • • • • • t •••• • • STRUCTURE • • • • TYPICAL ANCHORS �.., SEE UV. FOR MONO SEE 5+4555 2 FOR CAPAi1TY FIlL PE 8 15557 CAJI. 3538 I JLJUXJ w arms drawing no. W96 -38 ••• • • • ••• • ••• • •• • • ••• • • • •••• • •••• • FRAME READ .S12 axED RAIL VENT BOTTOM RAIL FRAME SILL 1.125 1.070 Ate .15t2 I �l VENT SIDE RAIL FRAME JAMB 3/4' WEEP NO fON AT EACH END OF SCREEN RETAINING LEO S.H. FRAME CORNER DETAIL • 1;! 1 Crowing no. W96 -38 sheet 5 of 5 ••• • • • ••• • • • • • • • •••• • c. BUILDING PERMIT APPLICATION FBC20 Tenant/Lessee Name Email Miami Shores Village Building Department City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name 0 W vtC 2 Contact Phone Value of Work For this Permit $ (tY C 0 0 Type of Work: ❑Addition ['Alteration Describe Work: "e 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. C Master Permit No. Permit Type: BUILDING ROOFING g''� ` C e Owner's Name (Fee Simple Titleholder) k 11� ok. I: 4 II V\ Phone # 3 0 7 �v ST Owner's Address \ (' PJ e 2, City '� ` State Zip ;31 T Job Address (where the work is being done) 2. ru L // 0/3- 3 14- Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. E -mail Architect/Engineer's Name (if applicable) Phone # ** * ** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** F * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** y ... ea j Submittal t eer... Permit 'ee:: Training/Education Fee $ 1.4() Phone # Phone # Zip 3 Square / Linear Footage Of Work: :New f Repair/Replace Flood Zone Wk'( 1 42010 ❑ Demolition CCF $ 4 ' CO /CC $ Technology Fee $ 5 '(00 Scanning $ 1 a' w Radon $ DPBR $ Bond $ Notary $ Violation date: Structural Review. $ Total Fee Now Due $ g33'XO See Reverse side -� Double Fee $ 777 77 17 i °,II 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 COM ENCEMENT 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. AO Signature Alta /tfe /, i., , Signature �� r �,( - ,�_ Owner or Agent Contractor i 0 are_ 1 The forego' 1 y' trument was ackn wlec} e� before m this 2J The foreg g instrument was acknowledged before me this t day of , 20P , by i// / fi)17 C � , day of A." , 20 tJ, by D'�+∎5 �Ar'C1 iJ1,►`4- who is personally known to me or who has produced who is personally known to me or who has produced NO-- t i> As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY.P LIL FLO OFRIDA Sign: . D ena Cruz Sign: Print: � s .te n • MAR. ww 2011 �.. rill(( My Commission EXIMED T�mv `hrl.`In IC "Z..; CO., IN6 My Commission I�pi •' a Cra 13 �a N om' .z•� • /, / / � ll lllll l ,, k APPROVED BY Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: \`I I II 1111 Engineer Clerk checked OWNER UILDER DISCLOSURE STATEMENT NAME: Y' fro (fie( H 111 DATE: ADDRESS: 1 1 it), v S. r 33 1.3 4 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). And I have read and understood the following disclosure statement, which entitles me to work 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 a licensed contractor. You have applied for a permit under an exception to the 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. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). 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 complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the 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 licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is construction and is not hiring a licensed contractor to assume responsibility. Initial t " I ' r f 3. I understand that as an owner builder, I am the responsible party of record on a permit I understand that I m protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name in s tead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may al build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working residence. It is my responsibility to ensure that the persons whom I employ have the license required by law municipal ordinance. nsible for the my building or d by county or By Prod 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is '.t licenses to perform the work being done. Any person working on my building who is not licensed must work under my di -) supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal come tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide r, all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Reve - Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. mvfloridalicense .com/dbor /pro/cilb/iindex.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that E m the party legally and financially responsible for the proposed construction activity at the following address: Was acknowledged before me this .24 day of 014 / , 20 ( 0 there License or Initial Initi Initia 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform have provided on this disclosure. who was personally known to me or who has NOTARY ram- STATE O F FLORIDA _, ,,�. = De na Cruz 'ag§ OND "u D ` 1►N 8U1517 > INC. BpNDBD1l�Sl on that I Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation ma t� - unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court It is also important or you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. k ...„, `\` \ \\\`. 11111 1r rI! ,. /, „/, // 5 14 , " A. (4. F..„ c,...ys ,,, �+ .p N s • • _,,,:- ...,:„..._ CS, o C 0 y . ► +z RECEIPT PERMIT #: S I 0 — ri`e DATE: 6 1 1, // r / A/v- ❑ Contractor {&Owner ❑ Architect Picked up 2 sets of plans and (other) Co(Z_ Z Ce TT Address: 1 \Q NIA:- 93 57 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. i% PERMIT CLERK INITIAL: —, Acknowledged by: RESUBMITTED DATE: 5 (zt I I° PERMIT CLERK INITIA M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -* Job Name s /8 , 2010 Norman Bruhn CBO 305 - 795 -2204 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet ,/ Q. j It Ae.e.Nt eat d SA.. 'et_ / 0104",7( /gai,e4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. NOTICE OF COMMENCEMENT A RECORDED COPY M.St BE POSTED ON THE JOB SITE AT TIME OF FIRST I\EFECH N i PERMIT NO. TAX FOLIO NO. f 1 320 6 0(33 1 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 descri Pad 2. Description of improvement: _n_RAD —CALLA-0 0A42_1. „te tion of property and streeVaddress: 0 -. 0 o C 1 3 3. Own er s) name and address: D -J i ft/A/ A G � Lam - � �1 o s't ] J /� 6� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address* 5. Sure : (Payment bond required by owner from contractor, if any) JTATE OF FLORIDA, COUNTY OF DADE Name and address: / hFRFFIV C=RTIFY that Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by 0 provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 11301 -39 8104 PAGES 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address* 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dill- - da - is specifi ade,k, origin g 'e of Owner P •wner's Name O et V Sworn to and subscribed before me this day of NOTARY PUBLIC - STATE OF FLORIDA "" Dena Cruz Notary Public ' ,'„Y CrtmTM4ssion #DD618633 Print Notary's Name - •.„,..,„/ Expires: MAR. 0 2011 BOWED . n C :.,. �� GCQINC. My commission expires* oi9 HARVEY R qq// i9 M'1A' i i rll / :.i , ,�5if� i nur , 20 11 11111111111111111111111111111111111111110 CIFP4 2011- eR0280986 OR Bk 27264 Ps 2128; (1as) RECORCDED 04/27x`2010 15:31:44 HARVEY RUVINr CLERK OF COURT i1IAMI -DADE COUNTYr FLORIDA LAST PAGE 31- t® 01-600-0 3 I 3s & is m Address: I 12, IJ E ?` vtiwt Mituni 5f 6v.. C / .A4i rved as Prepared b ' t o /1124 BUILDING 'Er ELECTRICAL 0 PLUMBING ❑ ROOFING ❑ Owner of Building Architect Contractor or Builder Legal Description Address of Building /9l/ -, c) r Lot / / /a )('i e ):3 cf 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 applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an . 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 otq� the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employee ��!! Signed• 4 "►/ (INSPECTOR) BY In consideration of Ole issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and it' [ ikt conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In aecepting'this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. TRACrO>1(or BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N_ 47318 Work to be performed under this Permit Bl. 2.3 Date 7 - (� l 12 cO ri_ `) / / -t C/ Subdi- vision ) ) —32 f)6 . 6 ) /3 . 3/v6' Sq. Ft.: 3 Value of Project $ i C : . BY AUTHORITY Contractor's License No. 7k 4 ) ) t ri 0 '07 e Permit: CCF: Notary: Bond: Radon: �® Amount of/‘ Ji . Permit: f (G Permit No: 10-‘ Job Name 518 ,2010 4 i ogite.e n r SA LiH.(r Norman Bruhn CBO 305- 795 -2204 Building Critique Sheet M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 4, REC:191561'0 1696 —. 1'Z1 5q A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION O OR e21 2000 JUN 15 11:15 PERMIT NO. TAX FOLIO NO. 1/ O & 011.33 STATE OF FLORIDA: COUNTY OF 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: fill 4 /77 r 6 14 . E eR 3 / 2. Description of improvement: NOTICE OF COMMENCEMENT 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: differ n /•ate is spe d) 4101! _ „Iv 0 4Lit,.. ", Sipnatu Owner fr" i V/ i� '. Print ners Name/ $( R. P ALT - rn V it I Sworn to and subscribed before me this g / day of • Notary Public — / Print Notary's Name = e � / /.vA ` /� 6 O,r 6� ►Lr r`nmr+sir•■nn N4 del 'RC - A (9 3. Owner(s) name and address: l Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: A-Z L /PO W i4 D j -t cA.72 tR 1 C N r yi b - 1K c N#4 R o'q-D � , .� 4.- e3 1r 02®e RECORDED INOFF/CL4& RECORDS BOOK °FORCE COLMTY, FLOR/QA. vtHrFre HARVEY RUVIN CLeRtr envoi COURT 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 6 °a � dc Ikeda Ibis _ 3 Prepared by: _ I i .'f.../Fi`�t E-T`1 4,44_ A3kopiti /(e/' / € Address:.? 61 . / Y16.1 \0 13 t-T: 3 �33D� +23'•`_2 2153 For: Pot+a wrcL ( Customer Name) ois q) (Installadon Address) ITh FL- / ? P Address: Shutter Installation Date: / d — YETIS CERTIFTZES that All Broward T-Hu ricane Panel Inc. is a licensed contractor, License - CG-0046375, 75, and pursuant to a signed contr ac it. installed one or more Lic_ ., a�r�.. �. �.G- - Of this_ h_. :o upon L. e of the door and:or = -:. cam._ orotect:ou products listed belay OrT_,. window one - at the above address or or acct. the _:ore stated. 'Shutter Installation Produc` 1 ^tint. Panel 20 C—au?e steel ( —. : ) Storm P net IS C'ZII °_e ‘zee: . ....._ir_ . ^... .v. _...�.a System �...— ......r�.� ��....._...._.l Svszem ;_ T ) „) Jie . Panel '_. c..32.11ze Ste.e. _.:r n Panel 15 tee: _ _:ni Panel Proof of Compliance With Applicable Municipal Building Codes For Storm Shutters Anoro e.d iv: Dade Count Florida SBCCI T EIS '*c ;. N ' R certi that each and every hurricane protection product which was installed by Ali Broward Hurricane Panel Inc. at the a,:o e address was manufactured and installed in acccr ance with all applicable municipal huiiding codes in erTect at the time of i_n_sallatien and that each such installation meets or exceeds those applicable building The applicable building codes for Dade Broward, and Palm Beach Counties require hurricane products to withstand 110 mph sustained wind loads at 33 feet above fl Installations in Dade, Broward and Palm Beach Counties meet or exceed this - recuirement: Installations in Dade and Broward Counties meet or exceed the impact standards of the South Florida Building Code. Installations in Palm Beach County meet or exceed the impact standards or either SBCCI -S STD 12-97 or the South Florida • Building, Code. ' SSTD-r Draft 9 48 -9 7 Draft 9748 ?S S.�.TD'97 Draft 9 : (Quaiifi, r Signature j Ten Year Customer Protection Plan If any parts / materials are determined to be defective (excluding painted finishes and electrically operated components manufactured by others), through normal use any time within tdn years from the date of installation, All Broward Hurricane Panel, Inc. will furnish replacement parts based on the schedule below. This protection plan does not cover parts broken or damaged due to abuse, misuse, neglect or Acts of God. Labor is covered under this warranty for up to One (1) year from the date of installation. Cost of Years Material Labor Charge ALL BROWARD HURRICANE PANEL, INC. 450 West McNab Road, Ft. Lauderdale, FL 33309 Telephone: (954) 974 -3300 1 No Charge No Charge 2 to 5 No Charge Hourly Rate Charge 6 50 % Hourly Rate Charge 7 60 % Hourly Rate Charge 8 70 % Hourly Rate Charge 9 80 % Hourly Rate Charge 10 90 % Hourly Rate Charge Motors for rollup shutters will be warranted for a period of Five (5) years at no charge for the motor. Labor to install the new motor is covered under this warranty for up to Ozie (1) year from the date of the original installation, after the one year there would be an hourly charge for the installati3 n. INSTALLATION DATE: /42 _2 * 0 °INSTALLER'S SIGNATURE MAINTENANCE PROCEDURES 1. Panels (Direct Mount) — Loosen all screws and lubricate threads with grease (Lithium Grease is suggested) on a yearly basis. 2. All Products — Wash all painted surfaces with warm soapy water followed by a rinse of clear warm water. 3. All Products — Lubricate tracks and / or moving parts where applicable, use a silicon based lubricant MATERIAL DELIVERY / INSTALLATION / DEMONSTRATION ACKNOWLEDGMENT Custom Pattavina, John WO #77159 Custom 112 N E 93 Street ' Miami Shores FL 33138 City (305) 756 -5851 BENNETT Hurricane Panels Date State I certify that the installer has put in place all panels and hardware for me to inspect and approve. The installer has demonstrated to me the installation, operation and.maintenance procedures of the shutters. The installer has provided me with a diagram (hurricane panels only) showing exacty where each corresponding marked panel is to be installed. I have been completely instructed on the home {'e�Feren above. 1 4 Customer's Signatur ` �; y ie Date 0 ' aG P T -.1c.:_ 1 cores Village N,liarni APPROVED BY DATE ZONING DEPT 13L_DG DEPT I 4 53‘ 14-1 SUBJECT l'O COMPLIANCE STATE AND Cr_,UN WITH ALL FEDERAL I RULES AND REGULATIONS NE 1 ST. Avenue South MAY 14 2010 John & Diane Pattsvina 112 NE 93st Miami Shares Fi 33138 Folio#11-3206-013-3140 The Pattavina's Residence 112 NE 93 st. Miami Shores 1 There are existing hurricane shutters on all windows Windows on North Elevation have been installed on other permit There are existing hurricane shutters on all windows 6 7 8 9 10 11 3 . 1 1; There are existing hurricane shutters on all wlndowe__ 4e r► Existing Door AU other windows on west side have been installed on other permits Existing Doors have been installed on other permits Folio # 11- 3206- 013 -3140 2 12 44Wr► 3 13 11 14 11 Garage 5 4 South Elevation es 5 15 West Elevation 16 There are existing hurricane shutter n a 1 S windows North Elevation East Elevation Ver 8.03.10 Safe harbor Design Build JOB TITLE vine Residence ., 99353 Overseas Highway #9 K L argo , FL JOB NO. 10-210 SHEET NO. 305 - 453 - 9858 CALCULATED BY DDS DATE 5/12/10 DOULAS D STITGEN, P.E. FL#64531 CHECKED BY DDS DATE STRUCTURAL CALCULATIONS FOR Pattavina Residence 112 NE 93 St Miami Shores PAGES 1 -11 DOUGLAS D STITGEN, P.E. FL PE # 64531 99353 OVERSEAS HIGHWAY SUITE 9 KEY LARGO, FL 33037 305 -453 -9858 - Opening 1 ■ ' Description Of Window Product Acceptance Product approval Opening design ID or Door, Or Mullion Number Design Pressure Pressure PSF+ PSF- PSF+ PSF- 1 window NOA 090316.08 42.5 -56.7 2 window NOA 090316.08 42 -55.6 3 window NOA 090316.08 42 -55.6 4 window NOA 090316.08 42.5 -56.7 5 window NOA 09 -0316.12 42.5 -46.1 6 window NOA 09- 0331.13 42.5 -46.1 7 window NOA 090316.08 42.5 -46.1 8 window NOA 09- 0331.13 42.5 -46.1 9 window NOA 090316.08 42.5 -46.1 10 window NOA 090316.08 42 -45.6 11 window NOA 090316.08 42 -45.6 12 window NOA 090316.08 42.5 -46.1 13 window NOA 090316.08 42.5 -46.1 14 window NOA 090316.08 42.5 -46.1 15 window NOA 090316.08 42 -45.6 16 window NOA 090316.08 42.5 -56.7 1 Schedule Com chart Address: Opening criptlon Of Wlnc2roduct Acceptancf Product approval Opening des. Rough Opening Shutter Req. Mullion Req. Impact ID , Door, Or MuIiic Number Design Pressure Pressure Size Yes/ No Yes/ No Yes/ No ( +)PSF ( -)PSF 1 window 09- 0316.08 36 " x 49 5/8" Yes /existing no no 2 window 09- 0316.08 72" x 49 5/8" Yes /existing no no 3 window 09- 0316.08 72" x 49 5/8" Yes /existing no no 4 window 09- 0316.08 0 , 5 - 42" x 49 5/8" egress Yes /existing no no 5 window 09- 0316.12 18 1/4" x 37 3/4" Yes /existing no no 6 window 09- 0331.13 17 x 49 5/8 Yes /existing no no 7 window 09- 0316.08 36 " x 49 5/8" Yes /existing no no 8 window 09- 0331.13 17 x 49 5/8 Yes /existing no no 9 window 09- 0316.08 36" x 37 3/8" Yes /existing no no 10 window 09- 0316.08 28" x 62" Yes /existing no no 11 window 09- 0316.08 28" x 62" Yes /existing no no 12 window 09- 0316.08 36 " x 49 5/8" Yes /existing no no 13 window 09- 0316.08 36" x 37 3/8" Yes /existing no no 14 window 09- 0316.08 36" x 37 3/8" Yes /existing no no 15 window 09- 0316.08 mss 72" x 49 5/8" egress Yes/existing no no 16 window 09- 0316.08 36 " x 49 5/8" Yes /existing no no Miami Shores Building Department Product aDDroval Schedule/ Comparison chart Address: 112 NE 93 st. Permit No: Pattavina Residence Key Largo, FL 305 -453 -9858 DOULAS D STITGEN, P.E. FL#64531 #REF! e march 1. Code: ASCE 7 - 05 II. Occupancy: Occupancy Group = III. Type of Cons>ructlon: Fire Rating: V. Floor Stairs & Faoltways Balcony / Deck Mechanical Partitions Roof = Floor = Wind Loads : ASCE 7 - 05 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh case 1 Kh case 2 Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lb) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x= Bldg up/down wind? H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1 +K = R Residential 1.0 hr 1.0 hr IV. Live Loads: Roof angle (0) 2.00 / 12 9.5 deg Roof 0 to 200 sf: 30 psf 200 to 600 sf 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Roofs used for roof gardens 100 psf 40 psf 75 psf 75 psf N/A 15psf 1.00 146 mph 0.85 13.0 ft 0.0 ft C Enclosed Building +/ -0.18 50.0 ft 50.0 ft 0.849 0.849 Flat 0.0 ft 0.0 ft 0.00 0.00 0.0 ft 0.0 ft downwind K = K2= K3 • H< 15ft;exp C . Kzt =1.0 0.000 0.000 1.000 1.000 JOB TITt.E #REF! JOB NO. 10 CALCULATED BY DDS CHECKED BY DDS SHEET NO. DATE 5/12/I0 DATE www.struware.com ESCARPMENT V(z) Speed -up x(downwind) V(Z) x(upwind) fly NE H 2D RIDGE or 3D AXISYMMETRICAL HILL GCp +/- GC-3i Surface Pressure (psf) Surface Pressure (psf) User input 10 sf 50 sf. 100 sf 10 sf 50 sf 100 sf 20 sf 30 sf -1.08 -1.01 -0.98 -42.5 psf -39.8 psf -38.6 psf -41.3 psf -40.6 ps -1.88 -1.53 -1.38 -74.0 psf -60.3 psf -54.3 psf -68.1 psf -64.6 ps -2.78 -2.36 -2.18 -109.5 psf -92.9 psf -85.8 psf -102.3 psf -98.2 ps 0.68 0.54 0.48 26.8 psf 21.3 psf 18.9 psf 24.4 psf 23.0 ps -2.20 -2.20 -2.20 -86.6 psf -86.6 psf -86.6 psf -86.6 psf -86.6 ps -3.70 -2.86 -2.50 -145.7 psf -112.7 psf -98.4 psf -131.5 psf -123.1 ps GCp +/- GCpi Surface Pressure (psf) User input 10sf 100sf 500sf 10sf 100sf 500sf 12sf 6 s -1.17 -1.01 -0.90 -46.1 psf -39.8 psf -35.4 psf -45.6 psf -46.1 psf -1.44 -1.12 -0.90 -56.7 psf -44.2 psf -35.4 psf -55.7 psf -56.7 psf 1.08 0.92 0.81 42.5 psf 363 psf 31.9 psf 42.0 psf 42.5 psf Solid Parapet Pressure 10 sf 100 sf 500 sf CASE A : Interior zone : Corner zone : 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf CASE B : Interior zone : Corner zone : 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf Pattavina Residence Jos TITLE #REF! Ke Urge, FL 305- 453.9858. J S NO. -10 -210 SHEET HO. DOULAS D STITGEN, P.E. FL#64531 CALCULATED BY DDS DATE #REF! CHECKED BY DDS DATE V. Wind Loads - Components & Claddina: Buildings-WO & Alternate - desisu#- 60� <h<90 Kz = Kh (case 1) = 0.85 GCpi = +1 -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 39.4 psf a = 5.0 ft 7004 MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft w Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet qp = 0.0 psf CASE A = pressure towards building CASE B = pressure away from building Roofton Structures & Eauinment Dist from mean roof height to centroid of Af = 0.0 ft Height of equipment (he) = 0.0 ft Cross - Section Square Directionality (Kd) 0.90 Width (D) 10.0 It Type of Surface N/A Roof Angle = 9.5 deg Type of roof= Gable Note: GCp reduced by 10% due to roof angle < =10 deg. Gust Effect Factor (G) = 0.85 Base pressure (qz) = 463 Kd psf b/D = 0.00 Sggarg.(wind along diaconal) Square (wind normal to face) Cf = 1.00 Cf = 1.30 Af = 10.0 sf Af= 10.0 sf Adjustment Factor (Adj) = 1.90 Adjustment Factor (Adj) = 1.900 F = q z G Cf Af A d j = 67.3 At F = q G C f Af Adj 87.5 Af F = 673 1bs F = 875 1bs aL 4 Pattavina Residence JOB TITLE #REFI Key Largo, FL 305- 453 -9858. JOS NO. - 1-0 -210. SHEET DIM DOULAS D STITGEN, P.E. FL#64531 CALCULATED BY DDS DATE #REF1 CHECKED BY DDS DATE 0 0 0 5 7 degrees and Monosiope 5 3 degrees 1- OD I 1 1 1 - --1 1 0 I 0 0 I I Monoslope roofs 10° <0 530° 2a aE Location of Wind Pressure Zones Monoslope roofs 3 ° <0510 a 2a 0 > 7 degmes- I I I I I I I I I I I I ? -Q+ Pattavina Residence JOE Tm.E #REF! P • Key Largo, FL 305 -453 -9858 JOB No. 10 -210 SHEET N0. DOULAS D STITGEN, P.E. FL#64531 CALCULATED BY DDS DATE 5/12/10 #REF! CHECKED BY DDS DATE V. Wind Loads - cont.: Gust Effect Factor h = 13.0 ft use this h : B= Calculated /z = Use this /z: 13.0 ft 50.0 ft 15.041 15.0 ft G = 0.85 Using rigid structure default dS Flexdg o& Se veSfeact Is = 0.20 Natural Frequency (n = 0.0 Hz 1= 500 ft Damping ratio (3 }= 0 zmm = 15 ft /b = 0.65 c= 020 /a= 0:15 gQ, gv = 3.4 Vz = 123.3 L = 427.1- it N 0.00 Q = 0.92 R = 0.000 I 0.23 R 28282 rl = 0.000 h-= 13,0 ft G = 0.88 use G = 0.85 RB = 28.282 ' 0.000 R I , = 28.282 r1= 0.000 gR = 0.000 R = 0.000 G = 0.000 Enclosure Classification Test for Enclosed Bulldinst: A building that does not qualify as open or partially endosed. Test fog Open Buildins Allwalls -are at least 80% open: Ao 0.8Ag Test for Partially Enclosed- Building: Input Ao Ag Aoi Agi 0.0 sf 0.0 sf 0.0•sf 0.0 sf Total area of all wail -dc roof openings (Aog): Unpartitioned internal volume (Vi) : Altltuda4 cone 2ga2ga Altitude = 0 feet Constant = 0.00256 Flexible structure if natural frequency < 1 Hz (T > 1 second). However, rule of thumb if building is if h/B < 4 then rigid structure. h/B = 0.26 Therefore, probably rigid structure Ao z 1,1 Aoi Ao >4'/0.01Ag Aoi / Agi 5. 0.20 0 sf 0cf Ri = 1.00 Test YES NO NO Building is NOT Partially Enclosed: Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>=1.1Aoi Ao > smaller of 4 or 0.01 Ag Aoi / Agi <= 0.20 • Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for la . e volume partially enclosed bulldinas (FM: If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Average Air Density = 0.0765 1bm/fL • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildinacode NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74 Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ", sheets 1 through 5 of 5, dated 08/01/96 with revision E dated 02/20/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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: 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 # 07- 0322.07 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 Fitz A. Harris, P.E. MIAMI -DADE COUNTY APPROVED NOA No. 09- 0316.08 Expiration Date: January 23, 2013 Approval Date: May 6, 2009 Page 1 AWP. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W996 -25, Sheets 1 through 5 of 5, titled "Series 6800 Alum Horizontal Sliding Window ", prepared by Al- Farooq Corporation, dated 08/01/96 with revision E dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports: 1) Air Infiltration Test as per TAS 202 -94 2) Uniform Static Air Pressure Test as per TAS 202 -94 3) Water Infiltration Test as per TAS 202 -94 4) Forced Entry Test, per AAMA 1302.5, FBC TAS 202 Sec 12.1 and Sec 1707.4.2, along with installation diagram and marked -up drawings of 1 specimen of a 72" by 63" (XO) aluminum horizontal sliding window with 3/16" Clear Tempered Glass, prepared by Hurricane Engineering & Testing Inc., No. HETI -06 -4008, dated December 08, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Test reports: 1) Air Infiltration Test as per TAS 202 -94 2) Uniform Static Air Pressure Test as per TAS 202 -94 3) Water Resistance Test as per TAS 202 -94 4) Forced Entry Test as per AAMA 1302.5, FBC TAS 202 Sec 12.1 and Sec 1707.4.2.along with installation diagram and marked -up drawings of 1 specimen of a 96" by 60" ()COX) aluminum horizontal sliding window with 3/16" Clear Tempered Glass, prepared by Hurricane Engineering & Testing Inc., No. HETI -06 -4009, dated December 08, 2006, signed and sealed by Humayoun Farooq, P.E. C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated February 24, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor calculations prepared by Al- Farooq Corporation, dated February 12, 2007, signed and sealed by Humayoun Farooq, P.E. E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0316 -08 Expiration Date: January 23, 2013 Approval Date: May 6, 2009 AWP LLC 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 conformance, dated February 25, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G. OTHERS 1. None. E -2 ° Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.08 Expiration Date: January 23, 2013 Approval Date: May 6, 2009 SERIES 6800 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE HORIZONTAL SLIDING WINDOWS, ALSO COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LISTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 12" MAX. HEAD /SILL 33 7/8" 33 5/8" D.L OPG. 36 1/8" VENT WIDTH D.L. OPG. TYPICAL ELEVATION TESTED UNITS ROLL FORMED GLAZING BEAD OSB —ANN. GLASS OR 3/18" —ANN. GLASS OR 3/16" —TEMP. GLASS SILICONE GE 1000 GLAZING OPTIONS 6" MAX. HEAD /SILL 12" MAX. HEAD /SILL Erp. DR. HUWYOUN FAR000 FLA. 16.597 CA.N. 3338 0 4 2009 FALSE NUNTINS FTP IUN APPLIED WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. MONOLITHIC GLASS NON IMPACT Miami P o lud Control z 2 9 0 E ft ot V 0 el on.aa 0 flPg LL Zm�� 0 m b 44 n 3 J 6 6 2 monuetRHVIsJ Z' m cdraN7i 8 Withtba Wida ftaku wc°d°nrIfl4-o316. o a t�1Tm Dat -24� k drawing no. W96 -25 sheet D of 5 ■g.aI. , a ,� 1i. I _- .1 ---.� - '1 yy I ' I � I 29 3/4" 29" - - 29 3/4" D.L. OPG. 32" D.L OPG. D.L. OPG. 32" VENT WIDTH VENT WIDTH 96" SERIES 6800 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE HORIZONTAL SLIDING WINDOWS, ALSO COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LISTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 12" MAX. HEAD /SILL 33 7/8" 33 5/8" D.L OPG. 36 1/8" VENT WIDTH D.L. OPG. TYPICAL ELEVATION TESTED UNITS ROLL FORMED GLAZING BEAD OSB —ANN. GLASS OR 3/18" —ANN. GLASS OR 3/16" —TEMP. GLASS SILICONE GE 1000 GLAZING OPTIONS 6" MAX. HEAD /SILL 12" MAX. HEAD /SILL Erp. DR. HUWYOUN FAR000 FLA. 16.597 CA.N. 3338 0 4 2009 FALSE NUNTINS FTP IUN APPLIED WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. MONOLITHIC GLASS NON IMPACT Miami P o lud Control z 2 9 0 E ft ot V 0 el on.aa 0 flPg LL Zm�� 0 m b 44 n 3 J 6 6 2 monuetRHVIsJ Z' m cdraN7i 8 Withtba Wida ftaku wc°d°nrIfl4-o316. o a t�1Tm Dat -24� k drawing no. W96 -25 sheet D of 5 DESIGN LOAD CAPACITY - PSG (80 O8 OX SIZES) WINDOW DIMS. WIDTH HEIGHT 24" 36' 60' 72' 24" 36' 48' 60' 72' 24' 38" 48" 6o" 72" 24' 36' 48" 6o" 72' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8" 74' 28 -1/2' 37' 53 -1/8' 24' 36" 48" 60' 26' 38 -3/8' 50 -5/8' 63' A 3 3 4 5 6 3 3 4 5 6 3 4 5 6 3 3 4 5 6 3 4 5 7 3 4 5 7 3 4 5 7 3 4 5 DSB ANN. GLASS EXT.( +) INT.(-) 60.0 125.0 60.0 125.0 60.0 104.1 60.0 60.0 84.7 66.9 60.0 125.0 60.0 79.7 60.0 ! 68.6 60.0 66.2 45.5 45.5 33.6 60.0 60.0 80.0 60.0 60.0 80.0 51.2 37.7 26.3 33.6 125.0 122.1 88.4 62.7 110.4 71.8 51.2 37.7 26.3 3/18' ANN. GLASS 070.( +) X47.( -) 60.0 60.0 60.0 210.0 210.0 196.9 60.0 60.0 156.9 127.4 60.0 210.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 54.5 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 80.0 60.0 57.9 163.5 126.2 102.8 85.8 157.7 613.2 88.8 73.5 86.3 122.6 88.6 59.0 545 210.0 210.0 161.7 113.7 188.9 147.5 106.6 78.3 138.3 103.8 745 61.4 106.4 79.9 57.9 3/18" TEMP. GLASS EXT.( +) 07T.( -) 60.0 210.0 60.0 210.0 80.0 210.0 60.0 210.0 60.0 210.0 60.0 210.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 53.6 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.6 179.6 151.6 138.6 134,7 173.2 124.4 101.0 88.2 80.8 134.7 95.1 75.8 64.7 53.6 210.0 210.0 210.0 210.0 207.5 162.0 131.0 118.7 149.7 114.0 88.0 73.4 116.9 85.2 61.6 A NO. OF ANCHORS PER HEAD & SILL XO OX DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. WIDTH HEIGHT 72' 84' 96' 108" 72' 84" 96" 108" 72" 84" 96' 108' 72" 84" 96' 74' 108 -1/4' 111' 74' 106 -1/4' 111" 74' 106 -1/4' 111' 74" 24' 36" 48" 80" 26" 38 -3/8" 50 -5/8" 63" A 8 9 6 7 6 7 8 9 6 7 8 7 9 10 7 9 10 7 9 10 7 3/16' ANN. GIAS8 EXT.( +) 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.2 52.4 60.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 INT.( - ) 197.9 169.7 146.7 127.9 126.8 110.1 95.8 85.9 89.3 77.1 71.0 66.4 69.0 58.2 52.4 174.7 120.3 114.2 1142 82.7 78.7 81.4 63.0 61.6 61.7 3/16" TEMP. GLASS EXT.( +) 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 130.0 60.0 80.0 60.0 INT.(-) 210.0 210.0 206.9 203.8 151.6 141.7 136.4 134.7 101.0 91.7 85.3 805 75.8 675 62.0 210.0 193.5 204.6 135.9 119.3 118.7 92.4 74.9 73.4 65.7 A NO. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DESIGN LOAD CAPACITY - PSP (X0X SIZES) WINDOW DIMS. WIDTH HDOHT 72' 84" 96" 108" 72' 84" 96" 108' 72" 74' 106 -1/4' 111' 74' 74' 24' 36' 48' 28" 38 -3/8' 50 -5/8' A 8 9 6 7 6 7 10 7 7 3/18' ANN. GLASS EXT.(4) 80.0 60.0 60.0 60.0 80.0 60.0 60.0 59.0 60.0 60.0 80.0 60.0 80.0 60.0 INT.(-) 134.3 111.0 95.2 85.2 88.8 78.3 68.4 59.0 68.1 119.7 76.5 73.1 82.3 625 3/16' TEMP. GLASS EXT.( +) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 210.0 210.0 206.9 203.6 148.5 146.6 142.0 98.0 210.0 193.5 204.6 137.0 89.3 A = NO. OF ANCHORS PER HEAD & SILL (1 /2W) (1 /4W) (1 / 4W ) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX Engr: OR H056601A4 FA8000 9TRUCTURZS FLA. PE / 16557 C.A.N. 3535 0 4 2009 PRODUCTREVL9® 63 A WOLd1 the Florida Amgllasce ..►� -4C ..OS DOT - Prodod Gonad Af 0 J 8 7 a. o• a 9 0 0 a e 0 drawing no. W96 -25 sheet 2of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING a W3 W2 da 18Y WOOD BUCK d TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y WOOD B4TCK OR WOOD - ' UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: WI = 1 -5/8" X 1/4" WEEPHOLES AT 6" FROM EACH END WITH PLASTIC BAFFLE. W2 = 1/2" X 3/16" WEEP SLOTS, TWO AT 8" 0.C. FROM WINDOW CENTERLINE. W3 = 1/2" X 3/16" WEEP SLOTS, TWO AT 8" 0. FROM WINDOW CENTERLINE. M IAMI —DADE COUNTY APPROVED M ULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCONS RY 'RW 1 /4" OIA. ULTRACON BY 'FI CO' (Fu =177 K51. Fy =155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS! MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 117 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL FDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe - 3000 PSI MIN. MASONRY I'm - 2000 PSI MIN. SEALANTS; FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. Enqr. .NUMA FARODO FLA. PE 1 16557 C./AN. 3538 o 4 2009 PRODIXTRS p compiringuith the Daihrwg Coda Acceptance NNefit.. atto•OE ExpiodanDola 7G/� Costai m (sheet 3 of 5 ) J drawing no. W96 -25 1 /4' M AX. 1/4' MAX. EXTERIOR wuroow wuHH O.L OPG, EXTERIOR BOX LAYOUT 1 / 4 " SHIM 1/4' MAX. MAR 0 4 20G9 Z o wo ro M I O �aa c 0 a a a v 0 v 0 c 8 8 S R 0 ITEM / PART f READ. DESCRIPTION MATERIAL MANF./SUPPLIER /REMARKS 1 2 YE -5030 t FRAME HEAD 6063 -T5 - YE -5039 1 FRAME SILL 6063 -T5 - 3 YE -5038 AS RECD. SILL INSERT 6063 -16 - 4 YE -5032 AS REOD. FRAME JAMB -VENT 606.3-75 - 5 YE -5031 AS REOD. FRAME JAMB -FIXED 6063 -75 - 8 YE -5037 1/ VENT FIXED MTG. STILE 6083 -75 - 7 YE -5035 1/ VENT VENT TOP RAIL 6083 -T5 - 8 YE -5034 1/ VENT VENT BOTTOM RAIL 6083 -15 - 9 YE -5036 1/ VENT MEETING STELE 6083 -T5 - I0 YE -5033 1/ VENT JAMB STILE 8063 -15 - 11 YB -4 AS 8000. ROLL FORMED GLAZING BEAD ALUMINUM - 12 #10X3 /4' SMS AS REGD. FRAME k VENT ASSY. SCREW - CAD PLATED SMS W/ f8 HEAD 13 YH -9016 1/ VENT CAM LATCH ZAMAX DECO. PLATED OR PAINTED 14 f805 /B' SMS 2/ LATCH LATCH INST. SCREW - CAD PLATED CRS 15 7H - 4004 AS RECD. FIN SEAL PILE W/ PLASTIC FIN (.187 X .2507 - ULTRAFAB 16 7H -8008 AS R000. FIN SEAL PILE W/ PLASTIC FIN (.118' X .5007 - ULTRAFAB 17 114-6007 AS REOD. FIN SEAL PILE W/ PLASTIC FIN (.229' X .260D - ULTRAFAB 18 YH -6001 2/ VENT ROVER ASSY. - TH -6002 & TH -6003 • 1.938 it 1300 .179 OO SILL INSERT .062 .687J F^- .312 FRAME HEAD y .887 FRAME SILL 1.879 .062 .129 FRAME JAMB VENT .687 1.187 FRAME JAMB FIXED 1.875 1.438 .93 .825 .687 1— .82 5 J_ r1 1063 .062 7 VENT TOP RAIL .687 .062 VENT BOTTOM RAIL JAMB STILE a 1.094 — 082 1.929 125 1.187 1 063 OO FIXED MTG. STILE .88 p .843 281 -9 O9 MEETING STILE .062 .687 VENT TOP /ROTTOM CORNER$ FIXED MTG. RAIL CORNER 2 FRAMF TOP CORNFR FRAME BOTTOM CORNER Engr: OR. NUMAYDUN FAR000 SIRUCNAES FLA PEA 16557 C.A.N. 3538 MAR 0 4 2009 PRODUCT REVISED Florida Beading Code Aecesemee 4 -O31G o8 liscfration $$yy Am - =7 f18s1d� Product Control 1 A 2 ¢`o FM U J m - 1` ' a0 - Z 0. 0 -' ot co MD 0 c 0 S v A c 2 R S a drawing no. W96 -25 (sheet 5of 5 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Rov/buildinacode AWP, LLC 8130 NW 74 Avenue 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 Mianii 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 580 and 800 Aluminum Dual Action Windows — N.I. APPROVAL DOCUMENT: Drawing No. W07 -99, titled Series "Aluminum Dual Action Window- N.I. ", sheets 1 through 7 of 7, dated 12/11/07, with revision B dated 02/16/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LIMITATION: Miami—Dade County approved shutters are required. 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 r ewi rplicatian has been filed and there has been no change in the applicable building °raod ne ivMly c ' o product. erformance of this g Pp a � after � � '� p TERMINATION of this NOA will occur a er t ' expuatio �te or if there has been a revision or change in the materials, use, and/or manufactur of the' pr uctr pr ceS`s' Misuse of this NOA as an endorsement of any product, for sales, advertising or an' 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 # 08- 0613.06 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 Fitz A. Harris, P.E. 4-/3o/v 9 NOA No. 09- 0316.12 Expiration Date: December 10, 2012 Approval Date: May 20„ 2009 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -99, titled Series "Aluminum Dual Action Window- N.I. ", sheets 1 through 7 of 7, dated 12/11/07, with revision B dated 02/16/09, prepared by A1- Farooq Corporation, signed and sealed by, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of an aluminum single hung, dual action egress window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5515, dated 01/30/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA # 08- 0613.06) 2. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of an aluminum awning dual action egress window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5514, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA #08- 0613.06) 3. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation dia a w • 4 an aluminum single hung, awning and fixed egress window, prepared by Fenestr tion Testing Laboratory, Inc., Test Reports No FTL -1660, FTL -1661 aid '1'1: -1704 •espectivcly, dated 06/23/1997, signed and sealed by Gilbert Diamond; F.E ,.' (Submitted under NOA# 07- 0102.01) s , E -1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/17/2007 with the latest revision dated 02/21/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 (Submitted under NOA # 08- 0613.06) Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.12 Expiration Date: December 10, 2012 Approval Date: May 20, 2009 AWP. LLC 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 compliance with FBC -2007, dated February 25, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated December 6, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA# 07-0102.01) 3. Statement letter of no financial interest, dated December 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA# 07- 0102.01) G. OTHERS 1. Notice of Acceptance No. 08- 0613.06, issued to AWP, LLC, Inc. for their "Series 580 and 800 Aluminum Dual Action Window — N.I "., approved on 10/23/08 and expiring on 12/10/2012. E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0316.12 Expiration Date: December 10, 2012 Approval Date: May 20, 2009 'WO TO WINDOW WIDTH 34 1/4" MAX. I N 11 29 5/8 " i� \ u DLO _ NI I ., i !I 1! u ! VENT HEIGHT 9 3/4' u u 1 1\ ALUMINUM DUAL ACTION WINDOWS APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF DUAL ACTION /DUAL ACTION OR DUAL ACTION WOW. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. CORNERS TYPICAL ELEVATION SERIES 800 OUTSWING AWNING WINDOW MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) - 65.0 PSF I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 4" MAX. TIP. HEAD & SILL CORNERS WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 3/18" TEMP. GLASS 3/16" ANN. GLASS 1/8" ANN. GLASS 37" MAX. INDOW WIDTH 34 1/4" WINDOW WIDTH 31" D.L. OPG. (FIXED) O IF- I 14 1/4" MAX. HEAD /SRI TYPICAL ELEVATION SERIES 580 OUTSWING SINGLE HUNG WINDOW MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN OR SMNIFR) - 60.0 PSF Env OR. HUMAYOUN FAR000 STRUCTURES fT.I FF. ! 18557 C.A.N. C 3538 Division MONOLITHIC GLASS NON IMPACT PROATNCTREVF58D whAMeF6n3dI WM* Code ExpfrotionData 0 c n 0 O drowing no. W07 -99 sheet 1 of 7 WINDOW WIDTH 34 1/4" MAX. AWNING FRAME WIDTH 33 1/2" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. 'XVM .9 /S 9i 1HO13H MOONIM _ 11 1 ,. \ / \ N .Xtlli '%VYI .91/6 fl .9l /ll Il 114013H 39N119 ONINMV VENT HEIGHT 9 3/4' 'WO 'T0 / \ /, �\ / • // / " I/8" ANN. GLASS \ \ XVII .9l /5 11 '1H 1N3A W01109 Od0 'TO 4_ MAX. TYP. M. © I 14 1 /4 "_Ax ALUMINUM DUAL ACTION WINDOWS APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF DUAL ACTION /DUAL ACTION OR DUAL ACTION WOW. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. CORNERS TYPICAL ELEVATION SERIES 800 OUTSWING AWNING WINDOW MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) - 65.0 PSF I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 4" MAX. TIP. HEAD & SILL CORNERS WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 3/18" TEMP. GLASS 3/16" ANN. GLASS 1/8" ANN. GLASS 37" MAX. INDOW WIDTH 34 1/4" WINDOW WIDTH 31" D.L. OPG. (FIXED) O IF- I 14 1/4" MAX. HEAD /SRI TYPICAL ELEVATION SERIES 580 OUTSWING SINGLE HUNG WINDOW MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN OR SMNIFR) - 60.0 PSF Env OR. HUMAYOUN FAR000 STRUCTURES fT.I FF. ! 18557 C.A.N. C 3538 Division MONOLITHIC GLASS NON IMPACT PROATNCTREVF58D whAMeF6n3dI WM* Code ExpfrotionData 0 c n 0 O drowing no. W07 -99 sheet 1 of 7 • 19029 M00(88 °1 I __ ..._. t TYPICAL ANCHORS SEE ELEV. IBY FOR SPACING WOOD BUCK \ / „mow J3' '`... 11 g o fit TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 / e A ° ° < ° ° a: ° < G ° METAL STRUCTURE MIAMI -DADE COUNTY MUUJON & MULLION ANCHORS SEE SEPARATE NOA AL FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (300) 284 -9100 FAX. (305) 283-8978 ' 4 1- - -L - 77.1"f , C 1 I ° G I ° . ° 3 �U - -- AWNING FRAME HT. 1, I 2s 1 3 �� __ 01 . n el 0 Z6 2 y� MUM ---- '1H 3RV21d ONINMV • ED I IVIIIMIrra l ] lE U O O y iS / / / SEE 1H013H 1N3A E. `.. ® I TYPICAL ANCHORS TYPICAL ANCHORS I /� f l 11 2 O 18 I ; D I SEE ELEV. ELEV FOR SPACING FOR SPAONG j, i ce- 0 Q ' O 0 r ' ^ 4 i © , 1 M � � I ( t4 v r A ' I 0 I,I r1 :i i t I6 ° c CI 2B WOOD BUCKS AND METAL STRUCTURE NOT BY AWP N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. AWP, LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL (305) 887 - 7545 FAX (305) 883 - 1309 ________ � 1 - 1 _/ 1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 16 32 , r:J 1/4" DIA. ULTRACON BY 'ELCO' (row 177 KSI, Fy =199 KSI) ®. II t' ', t., INTO 20Y W000 BUCKS OR WOOD STRUCTURES 1 -1/2 MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -3/8" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS r % ,I1 1 ) ` ‘ `o a m it 9lbarmoQ one aid Na U01)0140886 III INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 ") ® (NO SHIM SPACE) TYPIC.AI EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. SEE ELEV. FOR CONCRETE re = 3000 PSI MIN. g f", C MASONRY Pm = 2000 PSI MIN. O)OP :SUO!SI/ II SEALANTS; Mil �� e G a Vri S 1 a FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED WITH WITH 'SCHNEE MOREHEAD 5504' SEALANT. eCICIII• Ii 1 1. I. e s ® imams ' �da. Hu urwN FAR= CAN. 3.538 PRODt1C1-R0VIseD BaIGdmB C wffic ate t7isrda tae No oL •2 At 41111 • ° I °� I 111MUMWII WOOD ° ° ° 0 ° IBY TYPICAL ANCHORS BUCK SEE ELEV. FOR SPACING ` drawin no. drawing W07-99 ° ° atTe K 1' WEEP SLOTS $ AT 5-1/4 FROM ENDS W/ OPEN CELL FOAM PADS SEE l�MIFOO SPACING / ^ L MAR 0 b 2009 �lradloo 0t -io -R i2 Midas Ya1>eaw el (sheet 2 of 7 ) METAL STRICTURE MIAMI -DADE COUNTY APPR,D MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EGRESS FRAME ASSEMBLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. WINDOW WIDTH EXTERIOR WINDOW WIDTH D.L OPG. 1/4' MAX. SHIMS e VENT CORNER ASSEMBLY FRAME CORNER ASSEMBLY FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1DY WOOD SUCKS 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING �wa AYCUN FARWO FLA. PE STRUCTURES 5' 7 C.A.N. 3538 AR 0 b 2009 PRODUCT MIME) es ostopttitsovith BaDirwg DreFtorlda No , Date award Wre 4. Im . Z 0 n ij O to Q a 2 grid O � o dQOg IL2y51 RI 1 drawing no. W07 -99 sheet 3 of 7 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER YE -58 - YE -1 1 FRAME HEAD ALUM. (60833 =75) - I /VENT VENT TOP ALUM. (6063 -T5) - n 7H -918 1/VENT BULB WEATHERSTRIPPING (.155 X .265) VINYL WIBORG OR EQUAL 711 -817 1 FRAME HEAD WEATHERSTRIPPING (.150 X .200) VINYL NA80RG OR EQUAL 5 713-2 AS REOD. GLAZING BEAD ROLL FORMED ALUM. FLORIDA SCREEN 6 YE -2 1/VENT CENTER & TOP VENT BOTTOM ALUM. (6063 -75) - 7 YE -14 1 . BOTTOM VENT 801703/ ALUM. (6063 -T5) - 8 YE -4A 1 FRAME SILL ALUM. (6063 -75) - 9 YE -3 2/VENT VENT JAMB ALUM. (6083 -75) - 10 YE -18 2/VENT VENT HINGE ALUM. (6063 -T5) YALE OGRON FA8. 11 YH -819 2 /VENT VENT LOCKING PIN ALUM. PAN - AMERICAN 12 YE -8 2/7047 HINGE LINK ALUM. (6063 -76) YALE OGRON FAB. 13 7H -811 1 /HINGE HINGE LINK RIVET ALUM. PAW- AMERICAN 14 YH -809 2/VENT SUDE BAR RETAINER NYLON M & M PLASTICS 15 YE -10 2 FRAME JAMB ALUM. (6083 -75) - 16 YE -6 1/JAMB SLIDE BAR ALUM. (6063 -76) YALE OGRON FA8. 17 IN - 806 2/WINDOW CONNECTING UNX RIVET ALUMINUM PAN- AMERICAN 18 Y11-805 AS RECD. '7' RING ARC STEEI. INTERSTATE SCREW 19 YH -810 2/VENT CAM LOCK ZINC DIE CAST SOUTHERN DIE CAST 20 YE -59 1 /13AR CONNECTING UNK ARM ALUM. (6063 -75) YALE OGRON FAB. 21 YE -173 4 EGRESS HEAD /SILL/JAMB ALUM. (6083 -75) - 22 YH -815 1 ADM OFFSET ANGLE OPERATOR (LH OR RH) ZINC DIE CAST SOUTHERN DIE CAST 23 Y11-803 2 CROSS SHAFT ARM ZINC DIE CAST SOUTHERN DIE CAST 24 YH -801 2 CROSS SHAFT BEARING NYLON M & M PLASTICS 25 YH -828 1 CROSS SHAFT STEEL GALVANIZED 26 1F -10 3 SCREW /8 X 1" PH SMS (AT 10" FROM ENDS & AT CENTER) CRS INTERSTATE SCREW 27 YH -804 1 /A5M CROSS SHAFT ARM PIN ALUMINUM PAN - AMERICAN 28 YH -820 2/VENT SUDE BAR PIN -UPPER ALUMINUM PAN - AMERICAN 29 YH -807 2/VENT SLOE BAR RIVET ALUMINUM PAW - AMERICAN 30 YH -569 2 BUTT HINGE ZINC ALLOY GUOEN 31 YE =1020 1 1 X 2 X 1/8' X 48" LONG TUBE ALUM. (6063 -76) - 32 711 -814 1 /LOCK CAM LOCK RIVET ALUMINUM PAN - AMERICAN 33 YH -813 2 /HINGE VENT HINGE RIVET ALUMINUM PAN - AMERICAN 34 YH -812 AS REDO. HINGE LINK RIVET BUSHING NYLON M & M PLASTICS 35 YF -1 8 /10 X 3/4" PH 53/5 (EGRESS FRAME ASSY) ZINC PLATED INTERSTATE SCREW 38 YH -870 AS RECD. EGRESS FRAME W'STRIPPINC VINYL - 37 TN- 622 AS READ. EGRESS FRAME W'STRIPPING AT JAMB (HINGE SIDE) BULB VINYL - 38 YH -1420 2 FACE MOUNT LOCK AT 7" FROM ENDS CAST TRUTH 39 YH -1419 2 KEEPER AT WOW. FRAME JAMB 57. STEEL TRUTH 40 7F -18 6/ HINGE SCREW /10 X 3/8" PH 5115 CRS - 2.456 .937 O CENTER & 1.875 1.281 .062 TYP. L 1.937 082 TYP. -.4 .912 2.335 — FRAME HEAD 1.000 .154 .062 TYP. VENT TOP .855 1.000 r- �000� .408 062 TYP. .867 TOP VENT BOTTOM 1 1.0 0 0 1n 1 .. II .408 .062 TYP. OO BOTTOM VENT BOTTOM 1.912 4 1 1.990 .082 TYP. 1.938 FRAME SILL ( 1.218-1 F — 1.988 15 FRAME JAMB 1.218 1.218 .912 u EGRESS HEAD /SILL/JAMB 1.566 .062 TYP. II 1.000 VENT JAMB GLAZING OPTIONS Ergr: DR. HUMAYOUN FAR000 FIA 86557 CAN. 3636 MAR 0 6 2009 PRODUCT UNWED Cade 110 F] It4piI LDato 2ya -30 y Midas dMOCGbmrW Z O z 4 E 6) 0 I a 4 CC 0 O bi Og gida a 0 m 0 0 0 9 6 s J L EI � 1 drawing no. W07 -99 [sheet 4 of 7 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MWAI -DADE COUNTY APPROVED MULUON k MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'FLCO' (Fu =e177 KSI. Fy - 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -3/5° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SF) F DRII UNCLSOgFWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ° ) (NO SHIM SPACE) TYPICAL EOGF fRSTANCF INTO CONCRETE AND MASONRY = 1" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 MIN. CONCRETE Fe . 3000 PS1 MIN. MASONRY fm = 2000 P51 MIN. SEALANT; ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4* X 3/4° ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END FAT OR. HUMAYOUN FARM STRUCTURES FIA PE a 18557 C.A.N. 3538 MAR 0 5 2009 PRODUCFREVISBD .. � the Florida Beildg kY2 Rsydridionnate Divides Pto ctCentel Z n O 8 O e o . rg cot us Ooy^ ILz d6 E 0 0 0 2 2 c 0 0 0 V 0 2 Eg i8 h 5 s 1 ,. drawing no. W07 -99 (sheet 7 ) • MIAMI -DADE COUNTY APPR.D MULLION SEE SEPARATE NOA NDOW WIDTH FGRESS FRAME ASSEMBLY TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR Wed= moth 3/4' WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG TYPICAL ANCHORS SEE ELEV. FOR SPACING S.H. FRAME CORNER OFTAIL Env: ER. HUMAYOUN FAROOQ STRUCTURES FL A. PE f 16557 CAN. 3538 0 5 2009 S.H. VENT CORNER DETAIL PROLUKTREVISEO as entottfoSwIthfheFhwida Thipfratfoaaaso - - Pll � t7 z 0 Z_ Z 0 7 5 a a a a a 0 0 0 c 8 I Y I L 1 LL drawing no. W07 -99 (sheet 6 of 7 mar PART # QUANTITY DESCRIPTION MATERIAL /REMARKS 1 2 YE -169 1 FRAME HEAD ALUM. (6063 -76) YE -165 1 FRAME SILL ALUM. (6063 -T6) 3 YE -102 2 FRAME JAMB ALUM. (8063 -76) 4 YE -192 1 'MEETING RAIL ALUM. (6063 -76) 5 YE -151 1 VENT TOP RAIL ALUM. (6063 -76) 6 YE -163 1 VENT BOTTOM RAIL. ALUM. (6063 -76) 7 YE -92 2 VENT JAMB ALUM. (6083 -76) 8 7B -6 AS WOO. ROLL FORMED GLAZING BEAD ALUMINUM 9 TH -528 2/VENT SASH STOP (3 -1/4" LONG) RIGID VINYL 10 - 2/VENT BLOCK & TACKLE BALANCE ASSEMBLY - 11 IN-505 2 /VENT BALANCE CUP ALUMINUM 12 TN -622 AS RE0'D. BULB VINYL WEATHERSTRIP (VENT /MEETING RAIL) SINGLE R0W 13 74 -4004 AS REO'D. ULTRAFAB .187" x 250" FlN SEAL WEATHERSTRIP WOOL (SINGLE ROW) 14 714- 504 2/VENT SPRING LOADED VENT CAM LOCK N71014 OR CELCON 14A 74-515 2 SWEEP LOCK (OPTIONAL) CAST (ZAMAK) 15 7F -1 16 110 x 3/4" PH. SYS. FRAME /SUB -FRAME ASSY. SCREW CAD PLATED CRS. 16 YF -10 2 /8 x 1" PH. 5145. MEETING RAIL CAD PLATED CTS. 17 YF -12 4/VENT /8 x 1 -1/4' PH. 5145. VENT ASSY. SCREW CAD PLATED CRS. 18 74-569 2 BUTT HINGE ZINC ALLOY (GUDEN) 19 1F -6 1 /0UP /10 x 1/4" PH. SPAS. POINT "0" BALANCE CLIP SCREW CAD PLATED CRS. 20 7F -14 2 /LOCK 18 x 5/8" OH. SMS. SWEEP LOCK SCREW CAD PLATED CRS. 21 YC -15SP 2/VENT SELF- ADHESNE FOAM PAD (0.375 x 0.31 x 0.75' LG.) - 22 YH -519 2/VENT BALANCE GM (RIGHT AND LEFT) PLASTIC 23 YE - 173 4 SUB-FRAME HEAD /JAMB/SILL ALU14. (6063 -TO) 24 YH -1420 2 FACE MOUNT LOCK. AT SUB -FRAME 7" FROM EACH END CAST (TRUTH) 25 7/1- 1419 2 KEEPER. AT WINDOW FRAME JAYS FACING LOCK S. STEEL (TRUTH) 26 7E -1020 1 1 x 2 x 1/8x48' LONG TUBE ALUM. (6063 -T6) 27 97 -10 3 18 x 1' PH. SUS. (10" EA END & CENTER) CAD PLATED CRS. 28 YF -18 6 / 4INGE /10 x 3/8" PH. 915. CAD PLATED CRS. or 1.327 .827 I .812 .062 861 1.437 L__ L1.062 4 FIXED RAIL ,� .055 I 1.625 j' -1 812 VENT TOP RANL 3.527 .815 2.174 .055 FRAME SILL 3.027 •23 SUB - FRAME HEAD /SILL /JAMB 2.072 1.125 -1 1.070 -°{1°-.055 .812 7 L 0 VENT SIDE RAIL O FRAME JAMB 3/16" TEMP. GLASS OR 3/16" AWN. GLASS OR 1/8" ANN. GLASS OD z GE 1000 SIUCONE GLAZING OPTION$ Env: G. HES 769000 FLA PE 1 16557 C.A.H. 3538 MAR 0 5 2009 Paeraucraavisaa sweeraphtherrithfbe Cade Pt4T4da Sagas AeeepmeaNO ro BgOlRABImDee 91g t � i halVo vAOdaelcawa Z a FIr d 1 el O Ot Vo w 0' I " 8 d'¢ .0 4 Z g t z 0 0 Z 0 z a LJL . drawing no. W07 -99 sheet 7 of 7 M1AMPDADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 N.W. 74' Avenue, Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeoniine.com 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 Exterior Glazed Aluminum Fixed Windows APPROVAL DOCUMENT: Drawing No.W00 -53, titled "Series Exterior Glazed Alum Fixed Windows (Ni)", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 12 -12 -00 and last revised on March 25, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Hurricane Protection devices complying w/ FBC are required 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 # 06 - 1229.02 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. q4 04Yoti NOA No 09- 0331.13 Expiration Date: December 13, 2011 Approval Date: May 27, 2009 Page 1 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 06- 1229.02) 2. Drawing No.W00 -53, titled "Series Exterior Glazed Alum fixed windows(NI)" sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 12 -12-00 Last revised on March 25, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 06- 1229.02). Original test conducted per SFBC, PA 202- 94, now termed as FBC, TAS 202 -94. 1. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test,. Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 Along with installation diagram of an aluminum fixed arch window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI -00- 1174A, HETI- 00- 1174B, HETI- 00 -1174C and HETI-00- 1174D, all dated 10/19/00, signed and sealed by Arshad Viqar, P.E. C. CALCULATIONS 1. Anchor verification calculations dated March 2 2009 prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification and comparative analysis dated December 13, 2006, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. (transferred from file # 06- 1229.02) 3. Glazing Complies with ASTM E- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance with 2007 -FBC dated 3/2/09, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of "No financial interest ", dated 12/13/07, signed and sealed by Dr. Humayoun Farooq, P.E. (transferred from file # 06- 1229.02) 3. Laboratory compliance as a part of above test reports G. OTHER 1. NOA # 06- 1229.02 issued to Yale Ogron Manufacturing Co. on 2/21/07 expiring on 12/13/2011. Fitz A. Harris,P.E. Product Control Examiner NOA No 09 -0331.13 Expiration Date: December 13, 2011 Approval Date: May 27, 2009 E -1 !1I r WINDOW WDTH C WNNNDIW WID,H ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING AUAWABLE LOADS FROM THOSE SHAPES. EXTERIQR GLAZED ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MWMN -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEET 2. 11415 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10IREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IWHZJ. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE woe WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NO1 PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT N01 LOVED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DSSIMILM MATERIALS SHALT. MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CORE SECTION 2003.8.4. TYPICAL ELEVATION WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. tor DA. moo STRUCTURES C.A. PE i iessl CAN. 3958 ma 26ZOI9 T3 -7 T PRO9rit 1IHheF4xLT a AearamOolgo �_— Cr a we f'NB aglatIonnale droving no. W00 -53 sheet 1 of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 3/16" ANN. CLASS 3/16" TEMPERED GLASS WINDOW DIMS. 3/16 ANN. CLASS 3/06' TEMPERED GLASS WINDOW DIMS. 3/08 ANN. GLASS 3/18' TEMPERED GLASS ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE IT ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE '8' ANCHORS TYPE '5' ANCHORS TYPE 'A' ANCHORS AL-FAROOQ CORPORATION 1 ENli)NEEAS & PRODUCT DEVELOPMENT I 1238 &W. 87 AVE f MIAMI. FLORIDA 33170 7m.. (am) atwaiso FAX. (30812628976 j` V00TH LENGTH EXT. CO INT. t -) EXT. (.7 INT. ( -7 EXT. CO INT. 4 -) WIDTH LENGTH EXT. t+) INT. ( -7 EXT. CO TNT. ( -) EXT. CO INT. ( -) 1/10TH LENGTH EXT. 4.4 INT. C -) EXT. (.) INT. 4 -) EX 18' 24' 30' 36' 42' 48' 54' 60' 66' 72' 24 _ 80.0 82.2 80.0 153.6 80.0 188.7 t8' 24' 30' 35' 42' 48' 96. 68.0 68.0 80.0 1059 80.0 154.5 19 -4/8' 28-1/2' 37' 53 -1/8' 28• 77.4 77.4 80.0 175.7 sa.o 175.7 61.7 61.7 80.0 0480 80.0 140.0 52.9 52.9 80.0 82.3 80.0 120.0 56.9 56.9 80.0 129.2 8 61.7 61.7 80.0 140.0 80.0 140.0 - - 653 68.3 80.0 99.6 56.9 58.9 80.0 129.2 80.0 129.2 61.7 61.7 80.0 108.0 80.0 140.0 - - 59.1 59.1 80.0 88.2 56.5 58.5 80.0 99.4 80.0 128.3 61.7 61.7 80.0 115.2 80.0 140.0 ,_. _ - - 52.7 52.7 768 78.8 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' 77.3 77.3 80.0 050.5 80.0 1755 61.7 61.7 80.0 96.0 80.0 140.0 - 48.0 48.0 700 T 70.0 558 55.8 80.0 124.6 80.0 126.8 595 59.5 80.0 102.9 800 115.0 18' 24' 35' 36' 42' 108' 575 57.5 80.0 104.7 80.0 152.7 40.0 40.0 80.0 90.8 813.0 00,8 57.8 57.8 60.0 90.0 80.0 131.3 52.0 52.0 80.0 81.0 80.0 118.1 38.8 38.6 79.6 79.6 1 58.5 56.5 80.0 96.0 80.0 128.3 - - 86.9 66.9 80.0 97.5 19 -0/8' 26 -1/2' 37' 53 -1 /8" 59 89.3 69.3 80.0 109.7 BOA 157.3 55.6 55.6 80.0 88.4 80.0 128.0 - - 57.6 57.6 80.0 84.0 54.0 54.0 80.0 65.5 MO 122.8 18" 24' 30' i0." i 0 N� �l f ♦� iO b I 80.0 82.2 80.0 128.0 SOLO .88.7 - - 51.1 51.1 74.5 74.5 40.0 40.0 69.2 692 0 61.7 81.7 80.0 108.0 80.0 140.0 18' 24' 30" 36' 114 50.8 50.8 80.0 109.7 80.0 152.0 - - 80.2 80.2 0.,.2 63.2 49.3 49.3 80.0 98.7 885 112.0 50.8 50.8 80.0 84.7 80.0 117.4 19 -1/8' 26 -0/2" 37' 53 -1/8' 63' 68.4 694 80.0 121.7 80.0 1583 41.1 41.1 80.0 93.3 80.0 9. - 69.8 69.8 80.0 98,7 53.0 53.0 50.0 94.4 80.0 120.4 41.1 41.1 80.0 93.3 80.0 9 - - 60.0 60.0 80.0 83.1 40.0 40.0 75.6 75.6 80.0 908 - - 63.2 83.2 63.2 63.2 60f -cee Oat (TN) MGM 1 41.1 41.1 76.8 768 80.0 933 N '5 720' 45.3 45.3 80.0 103.8 80.0 151.4 41.1 41.1 80.0 80.0 80.0 95.3 - - 80.0 80.0 80.0 116.7 19 -1/8" 28 -1/2' 37' 53 -1 /8' 74 -1/4' 66.8 88.6 80.0 117.3 80.0 151.2 41.1 41.1 68.6 68.6 80.0 93.3 - - 65.8 658 80.0 96:0 51.0 51.0 80.0 89.5 690 115.8 41.1 41.1 720 72.0 80.0 93.3 - - 58.5 555 80.0 82.4 - - 70.4 70.4 8_0.0 10.7 38.7 38.1 84.0 64.0 80.0 933 18' 24' 30' 132' 36.6 38.8 80.0 0030 80.0 148.4 - - 57.3 57.3 85.1 A1.8 • ._ i m N s R r Vs 48' 75.9 75.9 80.0 118.2 80.0 172.3 - - 79.2 792 80.0 115.5 q I 4& Lit 61.7 61.7 80.0 96.0 80.0 140.0 - - 65.0 85.0 80.0 94.8 ; E NOTE: - 1. I 493 49.3 80.0 838 80.0 112.0 18' 24' 30' 30.1 30.1 80.0 102.4 80.0 120.3 41.1 41.1 78.8 76.8 80.0 93.3 78.5 78.5 80.0 014.5 GLASS CAPACITIES ON THIS SHEET ARE ;, ; ON ASTM E1300 -02/04 (s 5 :US t a� f0 , .A. 3 W b` 35.2 35.2 73.1 73.1 80.0 80 - - 64.3 64.3 60.0 93.8 30.8 308 T0.0 70.0 7 70.0 '-" - ' ° x r;`A.`r- .'s :, d C ® + R = �p 30.8 308 70.0 70.0 70.0 70A - - 60.0 60.0 70.0 70.0 - - 61.7 61.7 70.0 70.0 - - 54.0 54.0 70.0 70.0 18' 24 - m H Vn f S is 72.5 72.5 80.0 112.9 80.0 164.7 -°^•' 57.8 578 80.0 90.0 80.0 131.3 s ry .. "1„ a ,. 91 !p' 49.3 49.3 76.8 768 80.0 112.0 W ? n } �� •. I 41.1 41.1 88.6 68.6 80.0 933 35.2 352 633 63.3 800 80.0 , T StUCONE GE -1000 34) t OR - GLAZING TAPE VENTURE VG 1085 . f ' ; - - 60.0 60.0 70.0 70.0 - - 58.2 582 82.2 62.2 - - 56.0 56.0 56.0 56.0 - - 58.0 56.0 56.0 56.0 14-;1 - - 49.4 49.4 58.0 58.0 3/16" ANN. GLASS SS z 3/16 TEMP. GLASS $ ICU 10' 24' 30' 36' 4B' 54' 60' . 70.5 70.5 80.0 109.7 80.0 160.0 555 55.5 80.0 854 80.0 128.0 ii! K 1. Mall. 44.7 44.7 728 728 80.0 108.1 ` 38.1 38.1 84.0 84.0 800 933 L m ! - - 58.1 08.1 80A 80.0 - - 54.0 70.0 Tao �U. _+�� - i • ei 3 _„ - - 512 51.2 5 54.0 2.2 62.2 EnY: NOVA O X CAN. 3538 PRCDUCTRB1gSED asonaidyissoithtfonerida Code A otHeo D, , gy ` - - 49.4 49.4 56.0 56.0 ['1 i ' 1 18' 24' 30 36' 42' 48• 94 I r's 69.1 69.1 80.0 1075 80.0 1568 1 54.0 54.0 80.0 84.0 80.0 122.5 40.7 40.7 70.1 Tat 80.0 1023 GLAZING DETAIL ` - - - - 61.7 54.9 - 61.1 54.9 80A 86.0 69.1 80.0 drawing 00- TT -53 141DTH AND LENGTH OS(ENWONS CAN BE ORIENTED YERI1ALLY OR HORIZONTALLY AS SHOWN ABOVE. s �Ap 6 ' MN�� - - 504 50.4 70A Tao - - 47.2 472 62.2 82.2 (sheet ; 5 TYPICAL ANCHORS SEE ELEV. Fon SPACING Ed )) 1 1 1 1 O I ( +lawn a IBT BUCK • { SEE EL V. FOR SPACING Ed TYPICAL ANCHORS Ed S YPoCAL ANDS SEE ELEV. FOR SPACING PETAL STRUCTURE Ed MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELM. FOR SPACING SEE ELEVS. FOR SPACING TYPE 'A - WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPAC O 2.116" TAPCONS INTO 26Y W000 BUCKS OR WOOD STRUCTURE 1 -3/6" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '8'- 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. 014 MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF ORp11NG SCREWS (GRAIN INTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR (SAINTED) 110 SMS OR St a YIN ScR S INTO DADE COUNTY APPROVED MUUJONS (NO SHIM SPACE) rd . ANCHOR EOGE OISTANCF INTO CONCRETE AND MASONRY m 1 -1/4" MIN. INTO WOOD STRUCTURE m 9/16" MIN. INTO METAL STRUCTURE 1/2" MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. mAR 262O09 PRODUCE REVISED accoplarittrt6oFtwida Nogr kle ...._,_ Pro of 4.V Ear OTT. raaPSrpm d STRUCTURES FU. PE 1 te5S7 JwB c.an. NentlerREVISED 7aSa cazza eeFlfm4de , tom -: • 8�lRdmDde tiAR 2 6 2OU9 - Redact c a a drawing n W OO -5 {�► aar 5 799 � L .775 WINDOW FRAME GLAZING STOP .050 TYP. WELDED JOINT AT ENDS WELOED JOINT AT ENDS ITEM NO PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPUER/REMARKS YE -60 4 MOOR FRAME MAMMON 64163-45 _ 2 - YE-42 • CLARK STOP ALUM(NW 6063 -T9 3 GE -1000 AS REOD. 01621YO COMPOUND SILICONE - 3A VC 108W AS RECD. 0162150 TAPE (112' 0 1/81 - VENTURE 4 d8 R r 2/ CORNER FRAME ASSEMBLY SCREWS - -