Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-10-533
or Inspection Number: INSP - 141490 Permit Number: WS -3 -10 -533 Scheduled Inspection Date: May 03, 2010 Inspector: Bruhn, Norman Owner: Job Address: 9876 NE 12 Avenue Project: <NONE> Contractor: BECNAN CONSTRUCTION SERVICES, INC Building Department Comments REMOVE AND REPLACE PORTION AND EXTERIOR WINDOWS AND FRONT Passege, 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- 139353. Anchors are the wrong size. NB April 30, 2010 Miami Shores, FL 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 Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180110 Phone: (305)962 -0052 Page 19 of 29 Project Address 1132050180110 Block: Lot: 9876 12 Avenue Miami Shores, FL HARVIE S DUVAL &W AUDREE I Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 HARVIE S DUVAL &W AUDREE K TRS 9876 NE 12 AVE MIAMI SHORES FL 33138 -2502 Contractor(s) Phone CeII Phone BECNAN CONSTRUCTION SERVICES. (305)962 -0052 Type of Work: WINDOWS No of Openings: 6 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $160.00 $9.00 $1.60 $172.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Expiration: 10/04/2010 Parcel Number Phone Pay Date Pay Type Invoice # WS -3-10 -37440 03/30/2010 Credit Card 04/12/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 122.20 $ 122.20 $ 0.00 Applicant Date CeII Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 12, 2010 April 12, 2010 1 Email BUILDING PERMIT APPLICATION FBC 20 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Type of Work: ❑Addition Describe Work: ■►sa cep o Su'`; i' • : l'ee $ • ()0 Permit Type: BUILDING ROOFIN Owner's Name (Fee Simple Titleholder) Owner's Address 9 7 City (-4,W+rl S' ocel State f _. Tenant/Lessee Name M ' i Shores Village Bu g Department 10050 N. venue, Miami Shores, Florida 33138 Tel: ' 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 cc Permit No. V\IS 10 Master Permit No. Is Building Historically Designated YES NO ❑Alteration zip 33 Phone # Phone # ?'e76 iiti6 /2-7 County Miami -Dade Zip Contractor's Company Name a ec.AMA/ COA(, r l iDA Servi Contractor's Address 6 - xg/ S Ca -y",€ // �( v�l_ City U"'l: t t -- - ( State C� Zip Qualifier Name ,.../4-g,_ L 6 Phone # State Certificate or Registratio n No. �Q G i.› . ?/5 Certificate of Competency No. , � Contact Phone g o,- g 6,- CO .5 -- E -mail ec_ . -c5 i�f o < e Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /5 0 ` Square / Linear Footage Of Work: ONew f Repair/Replace - ve -�-�/ C W1 %vW s ' : 1 ** * * * * * * * * * * * * * ** * * ** * * * * * * * * * * ** F * * * * * **** * *** * * * * * * * * * * *** * * * ** Permit Fee $ /60 CCF $ tao Notary $ Training/Education Fee $ 0 ` Scanning $ ( 1' 00 Radon $ DPBR $ Double Fee $ Violation date: fo 965- 3 3_ Structural Review. $ Total Fee Now Due $ 2010 p©MEVIEZI It MAf; 3 0 BY- Flood Zone one # 3d- See Reverse side -+ 0 Demolition CO /CC $ Technology Fee $ ' 'lOJO Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) f Mortgage Lender's Address City State / t Zip Application is hereby made to `obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1, a A fr./ hovvet Owner or Agent The foregoing instrument was acknowledged before me this 2 day of r , 20 IQ by DrU'D fl tL. 1 '�v ,. who is personally known to me or who has produced R-1 !7 As identification and who did take an oath. x s ,��, ''''• '� 1 6t . o ® �� k1 /4 - . T AT �`\� NOTARY PUBLIC: Sign: Print: Sign: C off• ' ••. Print: ' Q • 113 \ � 6 \ � ®\ \C ' Q 1. My Commission Expires , ®da S 0 % '® FT ..• *-•.. C ° 00�� ° �' 9 .'�0 APPROVED BY ,,),, Plans Examiner Zoning My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) �G Engineer Signature C- 7 �� & - 1� Contractor The foregoing instrument was acknowledged before me this'q day of , 20 1 , by CA Coif- who is personally known to me or who has produced R. (j) as identification and who did take an oath. NOTARY PUBLIC: Clerk checked 49>? GC///ldcir....r. . ,recce #WA;G'4€ T/ z e 42,0W ./d O 4.o oe7 Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department Permit No: 10 - Job Name , 2010 Page 1 of 1 Building Critique Sheet LJ ,tc�4jP r J'fi�T �-c� c S2t..`t.e egz- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FA* NUT tWeAt.firh (AU- Lorn L_ r T c z tJP C(Di'n.MrtA•n5 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. data pr lerA [Page `: . • -. • •••• .... • • • .. • • . .. • • .. • •• • • . • . • . • . •. .. . . ... •••• . • • • .... • .. -- • .. -- • • • • • • • • • • . • • .... • ..'- • •• • as 'last: RAMMS ENGINEERING, INC. Kd =1.00 - 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING C CODE 2004 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 EXPOSURE C DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE . •••• . ... , • 'I' Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 100 _.o.5 ----, 0.92 0.89 0.88 0.86 ( 15 54.7 52.3 50.8 49.0 .413.4 C____z0.- 51.0----55:3 53.8 52.7 61.9. ' .5J.2 ,••••, 25 60.5 57.8 56.2 I 55.1 - X4!2 ; .53.5 . •5tv!4 30 63.1 60.3 58.6 57.4 Eel* • 40 67.0 64.0 62.2 60.9 6U'0• • 59.2 50 70.2 67.0 65.2 63.9 678'. . 60 72.8 69.5 67.6 66.2 6n' 1 'WI • • .- •• •• ••••_•• ' • •••• • •••• � . °.;. Interior Zone (4 - Walls) Negative Pressures : ' : Exposure C For the 146 mph Wind Zone • Height (Maximum) Effective Wind Area (or, Tributary Area) in Square F eet • ••• "' 10 I 20 1 30 1 40 50 ••60 - 1.10 i - 1.05 I - 1.02 ! - 0.99 - - 0.98 1 - 0.96 15 -59.4 -56.9 1 -55.5 ( -54.4 -53.6 -53.0 20 -62.9 -60.3 1 -58.7 1 -57.6 -56.8 -56.1 25 - 65.7 -62.9 1 -61.3 1 -60.2 -59.3 -58.6 30 - 68.5 -65.6 -63.9 1 - 62.8 - 61.9 -61.1 40 -72.6 - 69.6 -67.9 1 - 66.6 -65.6 -64.8 50 -76.1 -73.0 1 -71.1 1 - 69.8 -68.8 1 -68.0 60 -78.9 1 -75.7 1 -73.7 I -72.4 -71.3 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 - 68.4 -65.5 I - 63.4 - 61.8 -60.5 20 -77.6 -72.4 - 69.3 - 67.2 - 65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 - 89.7 - 83.6 -80.1 -77.6 -75.7 -74.1 50 - 94.0 - 87.7 - 84.0 - 81.3 -79.3 - 77.6 60 -97.4 -90.9 -87.0 -84.3 - 82.2 -80.5 Length of End Zone: 10% of least building width or .4h, whichever is smaller but not less than 3 feet. (h = mean roof height in feet ). These Tables are not to be reproduced without written permission by Robert Monsour, AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROO Si r V Id • •• • • • • • •• • • • • • • ••• •••• • • •••• • • • • • • • • •• • • • •• •• • • • • • • •• •• • • • • • •• •• •••• •••• • • •••• • • • • •• •• • • • • • • • • • • • • • MIAMFGADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 SCOPE: 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.buldiomwdeonline.com 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 Iligh Velocity Hurricane Zone. •••• DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) . • • • • •••• APPROVAL DOCUMENT: Drawing No. W06 - 34., titled "series 605 Aluminum Single Huog.INDW.(1). sheets 1 through 7 of 7, prepared by manufacturer, dated 04 -24-06 and last revised on Nov. ' ZlO06, signed.and sealed by Dr. Hunayoun Farooq, P.E., bearing the Miami Dade County Product Control Renestalltamp v ath the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control� • .'.: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • •' Lang lm .•'..' ....• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo c itt,•state and , following statement: "Miami -Dade County Product Control Approved ", unless otherwise netted herein.. . RENEWAL of this NOA shall be considered after a renewal application has been filed andJereehas bden 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 do 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 renews NOA # 06 0614.04 (01 0703.01) consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. : NOA No 07- 0402.04 Expiration Date: July 05, 2012 Approval Date: August 02, 2007 Page 1 ...... • • •..... • • 00000 • • •.... ...... • • • ...... • • .....• • • T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06- 0614.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by manufacturer, dated 04 -24-06 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 11. TESTS (Transferred from file # 06-0614.04) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -3975 dated 10- 22-03, FTL- 3755 dated 03 -24-03 and FTL -4514 dated 01- 25-05, all signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA -416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E.) •••• C. CALCULATIONS (Transferred from file # 06- 0614.04) • •• • • •••• • • 1. Anchor Verification Calculations & comparative analysis complying wIFBC � 4 e prepared by AL- Farooq Corporation, dated 06 -06-06 and revised dtt 4. signed and sealed by Dr. Humayoun Farooq, P.E 2. Glazing Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS E -1 • "•• • • •••• • • • •• •• •••••. • • ••• • • •• • •••• .•...• • • . • . . • ••.... 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia for "Safler =F interl', expiring on 05/21/2011. • • .. • 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding, LLC for "SAF- GLAS ", expiring on 12/16/2007. 3. Notice of Acceptance No. 03- 1117.05, issued to Surface Specialties Inc. for "Uvekol ", expiring on 02108/2009. F. STATEMENTS (Transferred from file # 06- 0614.04) 1. Statement letters of Compliance and "no financial interest ", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA renews NOA # 06- 0614.04 (01- 0703.01), expired on July 05, 2007. 1 SI►a°� 1. 1 _�t"•` °' I. iaq L Chanda, P.E. Product Control Examiner NOA No 07. 0402.04 Expiration Date: July 05, 2012 Approval Date: August 02, 2007 •.. • • • • • •••••• • • •..•. • • •..•. ••.... • • • OOOOO • • •••..• • • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MATINS MA BE USED 0 53 1/8" 53 1/8" WINDOW WIDTH 48 1/4' D.L OPG. W. (FIXED) 21' MAX. 1- HEAD /SILL 50 1/" VENT WITH TYPICAL ELEVATION EQUAL UTES (SEE DESIGN CAPACITY CHART) ••• • • • • • • • • • • • • • •••• • • • • • • • •• • •• • • • • I •• • • • • • • • • • • • • • • •• •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUDDING CODE 2004 EDITION INCLUDING HIGH VELOCTY TIURRICANE ZONE (HWQ). WOOD 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 BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING C ONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF • • • • • • ANCHORS WO INTO OD ONLY. • • • • • • • • • • • • • • • • • • • • • • • • • • • CONTACT WITH OTHER DISSIMMR MATERIALS /METAL SiNl MEET THE REQUIREMENTS • • • •• • • • • • • • • • • • OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • ••• • • • ••• • �•• ••• • • ••• • • •• • • • • • • • •• ••• ••• FALSE MUNDIS (SUFWACE APPLIED) MAY 8E USED MT tC)4 DddP C ` 5 1/2• MAX. DWhin• _ HEAD/SILL Adip1∎71.6° oY Min DLO. WIDTH (FIXED) WINDOW WIDTH — 4.875' 0.LO. WIDTH (VENT) - WINDOW WIDTH — 5.375' D.LO. HEIGHT = WINDOW HEIGHT /2 — 4.5" VENT WITH Fier: D NUSWOUN 748000 STRUCTURES CAIN. / 1 1057 NOV y x Zoos TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL UTES (OMIT DESIGN CAPACITY TO *61.0 PSF MAX.) 0 LAMINATED GLASS LARGE MISSILE IMPACT �8Y DE 1 0 I I a 4 m 3 1 drawing no. W06 -34 (sheet Tat 7 u 1 ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • •• • • • • •• • • • •0 • •• ••• DESIGN LOAD CAPACITY - P9F • • • •• • • • • DESIGN IAAD CAPACITY - P8F u WINDOW MKS. h . , TYPE '6 n ::‘.- 7996 '0' GLASS TYPES '0' & '6' 1668 TYPE 'F' WINDOW DINS. MASS TYPE '8' 01655 TYPE 'C' CLASS TYPES '0' & '6' GLASS TYPE 'F' KITH HEM Exr.( +) INN.( -) OTT ... EXT.( +) 1NT.( -) OR.( +) 1NT.( -) WIDTH HEICHT EXT.( +) Mg-) EXT.( +) TNT .( -) EXT .(+) 1NT.( -) EXL( +) INT.( -) Z 0 F A � G 8 h V ppp a W �. Zi td • 04 X 1 9 -1/8' 26-1/2' 37' 83 -1/6' 28, (3) >. A 1 70.0 70.0 70.E 61.0 131.0 BOA 993 19 -1/8' 28 -1/2' 37' 53 -1/8' 28 , (3) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 70.0 81.0 80 993 80.0 99.3 70.0 70.0 61.0 61.0 90.0 115.0 '; 70.0 70.0 !� G:n 61.0 EKE 81.0 80.0 80.0 115.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 0 70.0 80.0 99.3 70.0 70.0 610 61.0 80.0 115.0 19-1/8' 28 -1/2' 37' 53 -1/8' 38 - 3/8' ( 130.0 ! 99.3 70.0 70.0 81.0 81.0 80.0 115.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 38 -3/S, (3) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 90.0 993 70A 70.0 81.0 61.0 6041 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 81.0 80.0 115.0 80.0 993 70.0 70.0 61.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 893 70.0 70.0 6141 19 -1/8' 28 -1/2' 32' 53-1/8" 90 -8/6' (4) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 19 -1/8' 28 -1/2' 37' 83 -1/8' 50-8/8• (4) 80.0 99.3 70.0 70.0 61.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 800 993 70.0 70.0 61.0 8041 993 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 7041 70.0 8141 79.8 79.8 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115A 19 -1/8' 28-1/2' 37' 53 -1 /8' 56 -5/8• ( 80.0 8933 70.0 70.0 61.0 81.0 80.0 115.0 19 -1/8' 26-1/2' 37' 53 -1/8' 58 -8/8, ( 80.0 99.3 70.0 70.0 61.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 80.0 97.7 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - 65.4 66.4 81.0 8141 80.0 115.0 - - 7041 70.0 6141 61.0 80A 115.0 19-1/8' 28 -1/2' 37' 53 -1/8' 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 80.0 89.3 70.0 70.0 61.0 131A BOA 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 6141 81.0 80A 11&O 80.0 85.9 7041 70.0 61.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 61A 80A 115.0 - - 57.1 57.1 61.0 81.0 80.0 115.0 - - 70.0 70.0 61.0 61.0 80.0 115.0 1 9 -1/8' 28 -1/2' 37' 83 -1/8' 72 , ( 80.0 993 70.0 70.0 61.0 81.0 80.0 115.0 19 -1/8' 28 -1/2' 32' 83 -1/8' ( 80.0 99.3 70.0 70.0 6141 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 61.0 61.0 80A 115.0 72.7 72.7 70.0 70.0 61.0 61.0 80.0 115.0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 - - - - 61.0 81.0 - - - - - - 61.0 19 -1/8' 28-1/2' 32' 53 -1/8' 78 -3/4' ( 80.0 99.3 70.0 70A 61.0 61.0 80A 115.0 19 -1/8' 26-1/2" 32' 53 -1/8' 78 -3/4' (8) 80.0 99.3 70.0 70.0 61.0 131.0 MO 115.0 80.0 993 70.0 70.0 61.0 61.0 80.0 1150 90.0 99.3 70.0 70.0 61.0 61.0 80.0 115A 67.2 67.2 67.2 67.2 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 - - - - 61.0 61.0 - - - - - - 81.0 24' 30' 36' 42' 48' 54 (4) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 (4 80.0 99.3 70.0 70.0 61.0 61.0 130.0 115A 80.0 89.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80A 11&O 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80A 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80A 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 130.0 993 70.0 70.0 8141 61.0 80.0 115.0 115.0 80.0 90.6 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115A 80.0 993 70.0 70.0 81.0 61.0 800 115.0 80* (5) 80.0 99.3 70.0 70.0 6141 61.0 BOA 115A 80.0 993 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 6141 61.0 80A 115.0 80.0 94.2 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115A 7&4 78.4 70.0 70.0 81.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 67.5 67.5 67.8 67.5 61.0 81.0 80.0 115.0 80.0 99J 70.0 70.0 01.0 81.0 80.0 115.0 - - 59.4 59.4 61.0 61.0 80.0 115.0 - - 70.0 70.0 010 01.0 80.0 115.0 (8) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 24' 30' 36' 42' •. 48"� 84'• ' •• 800 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 94.4 700 70.0 81.0 61.0 8041 115.0 80.0 99.3 70.0 70.0 61.0 81.0 800 115.0 75.4 75.4 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 - - 63.0 63.0 61.0 61.0 80.0 115.0 - - 70.0 70.0 61.0 61.0 80.0 118.0 - - - - 61.0 81.0 - - • •- • -• - 81.0 61.0 - - - @1A 81.0 - - - •- • t - 81.0 81.0 - - ,--...-4...-, ^ I r 2 4' 60.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 2 • • • • • B4 (7) •80 � � 70.0 81.0 01.0 80.0 115.0 j n } a § 3 g • 789 78.8 70.0 70.0 61.0 8741 80.0 115.0 • 60 !9 0 70 • 'Ls 70.0 - 81.0 810 61A 61.0 80.0 - 115.0 - En OR F STRUCTURES RA PE / 18557 CAN. ,� - - - - 61.0 61.0 - - - • - • - - - - 81.0 61.0 - - - - - - 610 61.0 - - - - - - 61.0 61.0 - - - - 61.0 6141 - - • w. . 08A () NO. 07 PARENTHESIS INISCATE NO. OF ANCHORS PER MAI • • No • • 4l AO PA CAV N0. OF ANCHORS PER MIS GLASS CAPACmES ON THIS CHART ARE LEASED COI • • . • • • DBMS CAP��.',.1 ES bN MCP CHART ARE BASED ON ASTM 61300 -98 (60 SEC. WIND) • • • • • • ASTBI E13Y0 .((3 S BUSTS) WITH REDUCTIONS • • • • • FAR FLEXIBLE SUPPO ��bp COMPLY WITH SECTION 211 .t OF FBC•2Q04 ANON. F NOY % 10116 8 drawing no. W06 -34 sheet 2 7 ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • •• • • • • •• • • • •0 • •• ••• GLASS TYPE GLAS GLASS TYPE 'D' 3/18' ANN. GLASS t J ,. • 4 �Ij ••• :.: • • MEW . • • • • • • • 09D' S4TERIAYER S*FLDI EDS BY SOLUTVI 3/18' ANN. GLASS SILICONE DOW CORNING 995 ••• • • • • • • ••• • • • •• • • • • • • • •• •• • • • • • • • • • •• to • • • • • • • • • • • • • • 3/18' NEAT STREW!) GLASS 120' INTERIAYER UVEKOL —U0 RESIN • • • • C T 'ki 'F • • • • • • • LASS TYPE 'F' • • GLAZING OPTIONS • • ••• • • • • • • • 3/18' HEAT STRENb GLASS SILICONE DOW CORNING 995 Eegr. D RUMMOUR RE T 1_10557 MR000 �C ANN. csnv Alt% aaDDUCT RENEWED t ro.! with the Florida Cole Amputate NO_ & 2WIETY ExpIrstkoa re,; 7.0!2— = a+a the Fl aloe thr. No V OV .pow is rM. 1e �Yr 1 1 y d 5 p g ag c 8 • 1 1 drawing no. W06 -34 sheet 30i 7 ) a O 1 e 0 L '' 1 1 1 • • . • • • • •• • v 0 li a • If • • • ••• • • • • • • • ••• • • • • • • • • •• • • • • • • •• •• • • • • • • • • • ••• • • • • • • PRODUCTRENEV/ED =Wen sea the pfmNr &dens Code Acceptant No 0 . Expfirstlop Data 8, Ic(e• Kind eada PRODUCIII iWYp MOWN Shift • ▪ r� . • •• Ik au • ▪ • • • J floorg T� • • S• • FR A & Wt FIN 4®o r • (UMR 'CAPACSPO oTO VI .0 PSF MAX.) TYPICAL ANCHORS; sEE ¢Lv. FOR SPACING 1/4 TAPCONS BY 'FLCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. � � 0 DIRECTLY INTO CONC. OR MASONRY 74121.-1/4 MIN. EMBED INTO CONC. OR MASONRY 111.4.-SnAB-SELLOBILLIMMIIM INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 'y � (NTO DARE COUNTY APPROVED MUWONS (MIN. THK. .090' (NO SHIM SPACE) MONG61..ENUREME INTO CONCRETE AND MASONRY = 2 MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2' MIN. 1 drawhv no. W06 -34 (sheet 4ot 7 1/4 MAX. 1VPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. EXTERIOR D.L OPO. (FIXED) 1/4 SHIM WEAL ANCHORS SEE ELEV. FOR SPACING I/4 MAX. GW -31445 GW -31134 GW -31470 FRAME SLL (4 HIGH) VENT BOTTOM RAIL (4' SHLL) 1 1/21(7/11143/4" F1NSFAL PAD /12 x 3/4• PN. SAS /12 x 1 P.H. SMS /10 x 1• P.H. SAS 18 x 3/4 F.N. SMS. 1x1 3/11343 /4x1/8' CHANNEL 1x1 /4 THICx4 LONG BAR 1/241x1/2x1/0 CHANNEL (1) AT EACH BALANCE (2) AT EACH LATCH (1)1T EA. MTG. RAIL END t4OV % x XOOb •.. • • • • • • • • • • • . •. ••• • • • •• • • • 1g d k drawing no. W06 -34 3.042 1 T A62 1.002 3.168 0 FRAIME HEAD .847 FRIED AMONG RAIL VENT TOP RAIL VENT BOTTOM RAILS 1.425 --y 1.825 --I _ 0 FRAME JAMB .500 i '-� . 1 .500 .045 .405 o GIAIING BEADS o Q SASH SIDE RAIL. .838`1 11 1.500 O VENT STOP ® 0_1100 L.250 MTG. RAIL REINFORQNOS 0 TOP RAIL REINFORCING 1.324 1.214 1.389 LATCH LOac 0 NAIL FIN (HEAD) i 3.189 x-.062 NAIL FIN (SILL) 4.312 3.245 • • L I I I .65 • • • ••• • 40 • • • • •• • • • • FRAME SILLS • 12• • • • 3•30 • • • • • • • • • 3.245 L • f • .041 • . • 3 • • • • • • • • • ... • :•• b . 1 " 0 FM000 STRUCTURES FLA. RE # 16887 CAPL t( 20% PRODUCT RENEWED complyIng Illeh *A MAMA Bakling Cade •aciumee m —G 0 / Dkidoe A�Mr a r -o //L/ p' } �4 .�►y1N Z 8 m b 1 drawing n0. W06 -34 sheet 601 7) ••• • • • • • ••• • • • • ••.. • • • • ••• •• •: ••� ••• ••• • $ • • ••. • • • • • • • ••• • • • • • • • • • • • ••• •• • •• • • •• ••• ••••• • PENT TOP CORNER •• •• • • • •` • • • •• • • • • • • • %IOM CORNER • • ••• • + • • • • • • • • • • • ••• •• • • • •• • • • • • • • ••• ••• ••• Engr OR. 606850UR FAR000 OAM 116 ,40V '% % ZUUb 1 fo' drawing no W06 -34 (sheet7of 7) 1 COUNTY BUILDING DE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) v 0 T.M. Window & Door LLC 601 NW 1e Ave. Pompano Bach, FL 33069 .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 arras 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 }ode County. PMduct Control Division that this product or material fails to meet the requirements of the appltqWe imiklin • code. This product is approved as described herein, and has been designed to comply with tho Flvdt)a — Code, including the High Velocity Hurricane Zone. • DADE COUNTY, FLORIDA METRO -DADE FLAMER BULLD1NG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 • • • DESCRIPTION: Series 805 Aluminum Horizontal Rolling Window — L.M.I. •'. . • .: • APPROVAL DOCUMENT: Drawing No. WO8 -81, titled "Series 805 Alum. Horizop LI» filling VVdw (L.M.I.)", sheets 1 through 6 of 6, dated 09/19/08, prepared by Al-Farooq Corporation, sitl and sef4 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 Drawn. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, deli ipd following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0329.02 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres, P.E. NOA No. 09-0105.02 Expiration Data May 13, 2014 Approval Date: March 4, 2009 Page 1 • • • • • • • • T.M. W dow ez Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", dated 09 /19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inq., Tit Repe p: FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda,'P.E.: . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading perF'B 2 02=94 2) Large Missile Impact Test per FBC, TAS 201 • • • 3) Cyclic Wind Pressure Loading per FBC, TAS413 4 • • • along with marked -up drawings and installation diagram of alum �orizorlt� . rolling window, prepared by Fenestration Testing Laboratory, Ineh Repbr1 Ni FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel; p.p. • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • 2) Uniform Static Air Pressure Test, Loading pei TAS 3) Water Resistance Test, per FBC, TAS 202 -94 • • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. E -1 Manuel Pe Product Control er NOA No. 1 .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 • .• • • . • • • • • • T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBM1TJ'ED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 10/24/08, 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. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Special1tes, fofthru' "Uvekol a Laminate Glass Component", dated 01/29/04, expiring on'02/08 : . • • • F. STATEMENTS 1. Statement letter of conformance, dated October 24, 2008, signed'aucl Steed hi. '.: Humayoun Farooq, P.E. • • ••••• 2. Statement letter of no financial interest, dated October 24, 2008,•igned and sealedby Humayoun Farooq, P.E. • • • • 3. Laboratory compliance letter for Test Report no. FTL -5457, issued by Feneeiou Testing Laboratory, Inc., dated March 13, 2008, signed and sealed diy Carlos $+ • • Rionda, P.E. • •••• • 4. Laboratory compliance letter for Test Report no. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0329.02, issued to T.M. Window & Door Co. for their Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcement — L.M.I., approved on 07/13/06 and expiring on 05/13/09. E -2 Manuel Per Product Control NOA No. 1 .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 • • • • ▪ • • 0 0 7/16' OVERALL GLASS TYPE 'A' 3/18' HEAT STREW() GLASS 120° INTERIAYER UV EKOL —UQ RESIN BY 'SURFACE SPECIALTIES INC.' SERIES 805 0 5 3/16' HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 GLAZING OPTIONS —3/16* HEAT SIREN'D GLASS 090 INTERIAYER VSEMRYf,YAS PLUS BY DUPONT 3/16° HEAT STREN'D GLASS ALUMINUM HORI ZONTAL ROLLING 19DT9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. 7/18' OVERALL GLASS TYPE 'B' 3/18° ANN. GLASS 120' WTEIOAYER UVEKOL —LW RESIN BY 'SURFACE SPECIALTIES INC: a 0 11 1/r OVERALL GLASS W 1/r OVERALL GLASS TYPE 'C' TYPE 'D' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MI MI -DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SIUOONE GE RGS7700 DOW CORNING 995 3/18' ANN. GLASS SILICONE GE RGS7700 DOW CORING 995 THIS PRODUCT HAS BEEN DESIGNED AUD.TEFEIL TO CO PLY y Wrt „ H THE REQUIREMENTS OF THE FLORIDA BULDIN0 CODE 20Q QII� TILUING i ••• HIGH VELOCITY HURRICANE ZONE (HVHZ)• • • WOOD BUCKS BY OTHERS. MUST BE AhHOREIS TvS R• • • 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 CONDM MS II SHOWN % THE% DETAILS • ARE NOT PART OF THIS APPROVAL • • • • • • • • A LOAD DURATION INCREASE IS USE IN:0ESIGQ OF VICHQRS:NTT•VFOD ONLY! • • MATERIALS INCUIDING BUT NOT UNITE1� STEfi AL soltystror C ONE INTO. CONTACT WITH OTHER DISSIMIUIR MAMAS SHAD. MELT ` BE RtcROREMENTS • • OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • ADOL ANCHOR REGD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCI(S INTO MASONRY FALSE pMpUpNRINS ( ��MA AY Y BE USED ) GABS TYPE 'A' EXT - 'r •9 'c .9D:e MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 2 GLASS TYPE 'B' I NT.( —) EXL( +) 90.0 XO OR OX SIZES 130.0 GABS TYPE Exr.( +) 90.0 INL( — ) 90.0 GLASS TYPE b' EXT.( +) 55.0 1NT.( — ) 55.0 • • • • • • • ••• r- 32 7/8' D.L. OPG. 37 1/r 74° HAX. WINDOW WIDTH VENT WIDTH TYPICAL ELEVATION 14 7/8' MAX. 8 MAX. HEAD HEAD /SILL SILL CORNERS 33 1/2' 0L OPG. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Env: OR. FILAIVROUN FAR000 STROCIURES F,APE 1 10097 NOV 0 6 20(18 Ix THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 03Z1V" :;7u`3co I. "3 1 sheet 1 of 6 ,Z /l 9s 11491311 Iran I ►IMMIR IN INUCMISPLINIIM•I+MMIlliiiiimm 7r %% � ij i I u __ -- _K'___1L 0 O ../c se II \\ II II II II II ii II od0 ra II 0 0 7/16' OVERALL GLASS TYPE 'A' 3/18' HEAT STREW() GLASS 120° INTERIAYER UV EKOL —UQ RESIN BY 'SURFACE SPECIALTIES INC.' SERIES 805 0 5 3/16' HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 GLAZING OPTIONS —3/16* HEAT SIREN'D GLASS 090 INTERIAYER VSEMRYf,YAS PLUS BY DUPONT 3/16° HEAT STREN'D GLASS ALUMINUM HORI ZONTAL ROLLING 19DT9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. 7/18' OVERALL GLASS TYPE 'B' 3/18° ANN. GLASS 120' WTEIOAYER UVEKOL —LW RESIN BY 'SURFACE SPECIALTIES INC: a 0 11 1/r OVERALL GLASS W 1/r OVERALL GLASS TYPE 'C' TYPE 'D' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MI MI -DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SIUOONE GE RGS7700 DOW CORNING 995 3/18' ANN. GLASS SILICONE GE RGS7700 DOW CORING 995 THIS PRODUCT HAS BEEN DESIGNED AUD.TEFEIL TO CO PLY y Wrt „ H THE REQUIREMENTS OF THE FLORIDA BULDIN0 CODE 20Q QII� TILUING i ••• HIGH VELOCITY HURRICANE ZONE (HVHZ)• • • WOOD BUCKS BY OTHERS. MUST BE AhHOREIS TvS R• • • 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 CONDM MS II SHOWN % THE% DETAILS • ARE NOT PART OF THIS APPROVAL • • • • • • • • A LOAD DURATION INCREASE IS USE IN:0ESIGQ OF VICHQRS:NTT•VFOD ONLY! • • MATERIALS INCUIDING BUT NOT UNITE1� STEfi AL soltystror C ONE INTO. CONTACT WITH OTHER DISSIMIUIR MAMAS SHAD. MELT ` BE RtcROREMENTS • • OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • ADOL ANCHOR REGD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCI(S INTO MASONRY FALSE pMpUpNRINS ( ��MA AY Y BE USED ) GABS TYPE 'A' EXT - 'r •9 'c .9D:e MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 2 GLASS TYPE 'B' I NT.( —) EXL( +) 90.0 XO OR OX SIZES 130.0 GABS TYPE Exr.( +) 90.0 INL( — ) 90.0 GLASS TYPE b' EXT.( +) 55.0 1NT.( — ) 55.0 • • • • • • • ••• r- 32 7/8' D.L. OPG. 37 1/r 74° HAX. WINDOW WIDTH VENT WIDTH TYPICAL ELEVATION 14 7/8' MAX. 8 MAX. HEAD HEAD /SILL SILL CORNERS 33 1/2' 0L OPG. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Env: OR. FILAIVROUN FAR000 STROCIURES F,APE 1 10097 NOV 0 6 20(18 Ix THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 03Z1V" :;7u`3co I. "3 1 sheet 1 of 6 x0x SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A'_.- TYPE 'B' CUSS TYPE 'C' EXT. - !f7'1T.(.)iE�fr.( (* �GL +) INT.( -) EXT.( +) INT.( -) —60.0 90.0 130.0 90.0 90.0 ADDL. ANCHOR REQD. FOR 90TAUATIONS INTO WOOD STRUCTURES (IR THRU MOOD MAWS INTO MASONRY III' MAIL mom WIDTH TYPICAL ELEVATIONS ANN- NI H0R RECD. FOR INSTALLATIONS INTO WOOD STRUCRIRES THRU WOOD 0420 MASONRY FALSE � M p U p NRRO (S MAY BE USED 29 1/4 VENT WIDTH • • . . • • • • • • • • • • • • • • • • • • • -• • .• • • • • • • • • • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • •• • • • SOX SIZES MAXIMUM DESIGN LOAD RATING — PSF FOR SAES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' EXf +) • 0 TTEE:: • • • GL AS$ c3LPA ITI!S ON RH1! ARE • • • ED ON ASiM E6300‘02/ SEC. GUSTS) • • • • AND IFLORIDI4 BUILDIN(* COMPASSION DECLARATOTk SCAM-DEC-219 111 MA%. WIND= WIDTH 14 7 /B' E MAIL Y 'pI� SILL I i MASS TYPE 1NT.( -) EXT.( +) �0 90.0 TNT.( -) 130.0 F.nprs 0 IMAMS FAtID00 STRUCTURES C� 8 29 1/4* VENT WIDTH EZ V.5144. • a�. Nov 0 0 WM L "' "` 6' MAIL CORD / g tL droving no. ) W08 -81 J (sheet 2 0t 6 ) WI 18Y MOOD BUCK as TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING _+10 x 3 /8 SMS 2 PER CLIP 4' LONG WOOD LOAD CLIP 2 LONG SILL CLIP ADAPTER 4 • a 'L • • • • TYPICAL ArecHois • 3 PER CLIP • • • • ••• ILa "}} S' • • • • FWI ! 4 �J I • ANID CONNECTIONS SEALED WITF1 SWORE OR �• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • • • • TYPICAL ANCHORS -SEE ELEV. FOR SPACING MIAMI -DARE COUNTY APPROVE) MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WIND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/ 4' IAA IB TRACON BY 'ELC0' (neon I. Fy KS» 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 -5/8' MIN. EMBED INTO CONC. OR MASONRY � ,/4' TTI6 OR SELF 11RI111WG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMWUM : 1/8' THK. MW. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) J14 SMS aR SELF D IHLLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100) (NO SHIM SPACE) TYPICAL FORF DISTANCE, INTO CONCRETE AND MASONRY = INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE fa = 3000 PSI MW. MASONRY fm = 1800 PSI MN. • • •• HW PP 1ID�F manse, DR. AYOUN FAR0manse, manse, WEEPHOLES; S; STRUCICPCS ascctett! gWW5 WSWOIWp RA PE #1057 - W1 = 1 -1/4' X 1/4° CAN. WEEPHOLES WITH PLASTIC BAFFLE CA • • • (IT 4 -7/, FROM END AND AT MIDSPAN 84.1.-... • W2 =61 -8 /46 X•I /4' Y OLs" • • A1•4 -! /8' FROM LEACH AND AT MIDSPAN � /1 • • W q 2 ° :LOIG N(%TLH AT 1 END UE h Z�� • W4 = •' LONG•WEEP NQTAT 33 FROM EACH END !4 drawing no. W08 -81 (*MA 3 of 6 ) 1 1/4• SHIM 1YPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM EXTERIOR MOM WIDTH XO IAYQUT OX OPPOSOE D.LO. I/4• tux. EXTERIOR WINDOW WIDTH XOX LAYOUT • • • • • • • • • • • •• • • •• • • • • • WINDOW WIDTH TYPICAL ANCHORS �G I/4 MAX. drawing no. W08 -81 (sheet 4 of ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • • • • • •• • • • ••• • • • • • • • • • •• •• 2 R° gt _ 1 1.000 I I l ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE. /SVPPL• ( � M 3.069 7-1.375 1 _ _ 1_ 2 3 1M -130 1 FRAME HERO 5083 -T8 - 2.437 1 I -.062 I_ r .0522 1 .125 - U u -� '' `` 7Y -13 1 FRAME SILL BASE 6083-78 - ` l 1M -134 1 FRAME 501 'TOP 6063 -re 4 - -- S 111-132 AS RECD. FRAME JAMB - VENT 8063.78 - 1.875 l J � � 1.425 1.000 1.250 I r- TY -131A AS REi3). FK1FRAME JAR®- FIXED 0063-76 - 7M -138 2/ VENT TOP AND BOTTOM RAIL 6083 -78 - dl 14 WMN0 LOAD CUP 7 1V -139 1/ VENT .IAMB SIDE 68&3-78 - 1 I I B 1Y -110 1/ VENT ME M= STILE 1 8083- - k•- 1 .500 �°- O TOP & BOTTOM RAIL (� 1.030 1.000 r 9 TM -137 1/ VENT FRED ST@E 8083-19 - 10 TM -138 1 50.1. TRACK INSERT 8083 -16 FRAME HEAD I -1.750 6 11 8 -t B 1 -1414 1/ VENT AS READ. VENT U17CII. //3-, 8- EXTRUDED GLAZING B1 6083-18 AT M01 SPAN - 10 t,68p .077 8083 -TB II I .123- F°- 18 LTG. STILE REIN 8-154 AS W. RIND WAD CUP. 4' uma 6063 -T8 - - 1/ SUE MEETING STILE REINFORCING 8083 -16 - 1.373 I �� 2.201 1.000 2/ 510.E TOED 510E REINFORCING 6053-76 - .. .131226 AS 8800. FIN SEAL trSIRIPPWG (ITT _ x .320' HIGH) 900. .313 18 643371 AS RECD. FIN SEAL. M'S7RIPPING (.18? X .370 HIGH) POOL - - 1. 420 $61 1 .500 643201 FIN SEAL W NS (.18? X .200' 166H) - .... -------11 - _ F5043 MF0.SNE 6*86 CLOSED CEU. FOAM von ROLLER HOUSING • GLADE VENT ROLLER MME- 7/6' % 1/2 X 1-7/1r L0163 TRACK 2 O JAMB STILE - I C .107 2 128 16 FIX. G 1. - AT EACH END - 112 % 1' FRAME ASSEMBLY SCRIMS P.H. PH811PS SIM t 1.071 STILE REINF. /10 % r VENT ASSEMBLY 508065 P.H. PH01165 SYS - 2.312 VENT LAWN SPRING .062 1.255 TYP. 28 - 631175 AS 9550. 691 SEAL WST6PPING (.187' X .178' HIGH) 600. 27 14-181 t MU. RISER 8881 -78 - -- jI -� -, t 1 ' 2.373 • JS29 1 .375 1 . 802 F` - - SILL CLIP ADAPTER `` . 923 O9 _., .---1.750 - MEETING STILE 13 EXTRUDED GLAZING BEAL � 1.408 I, i 1.270 ., 00 1.719 I-2J12 129 6 2.768 i Aril 1.78 FIXED STILE � 1237 '1349 1.235 (�3 . OB2 100 082_ t2 VENT LATCH 1.641 n 31111 41 FRAME SILL TOP 1.764 93 3.069 I 3.042 _ 4 • • • • • • • • • • • 1.919 • • • • .682 ••• • ! 1 •� • • • • • • • • • • • • • • • I. • • • • • • • • • • • • • ••• ••• • • 00 Engn OR. HOIMMLIN FARD'..�;. ST9UC1URE8 FtA PE 166357 CASL - N M I W 45 7ni. i 4£ r,'1 ,, - . ':, , r; ,^ ' :.''; ; ' i ;. . . . %A k.... -_. ..._. C, V a °.:: �"� G. . 1.858 .092 .082 YIP. 22.628 3.M2 3283 3.168 AS READ. d no. YYW 81 .500 • } • • •• • • • O SILL RISER 3.089 - .878 - •• .674 II O2 FRAME SILL BASE FRAME JAMB - VENT 0 FRAME JAMB - FIXED (sheet 5 of 6 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • r