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WS-09-1159 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2?04 Fax: (305)756 -8972 Inspection Number: INSP- 140298 Permit Number: WS -7 -09 -1159 Scheduled Inspection Date: April 15, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SANGUINETTI, IRIS Work Classification: Window /Door Replacement Job Address: 369 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013577 Project: <NONE> Contractor: THE LYON HEAD GALO CORP Phone: (305)637 -5115 Building Department Comments REPLACEMENT OF SECOND FLOOR WINDOWS. AND ONE ON THE FIRST FLOOR, IMPACT SINGLE HUNG WINDOWS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 119258. Plans and permit 'e.1%F required. NB 7" I Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 4 April 14, 2010 For Inspections Nle se call: (306)762-4949 9 Page 12 of 18 i j � ti Miami Shores ill �' J ic 7 3 e Village �. J J 1 2009 Building Department :-3 ye ............... >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. — 11 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building R Owner's Name (Fee Simple Titleholder) C 1, NA Phone # / ° J t 2. G 5 Owner's Address City C?�1veA/� �� a� �� State Zip 3_3 / 3 � ii Tenant/Lessee Name l4 Phone # s! 61 - 52 6 6 Job Address (where the work is being done) 3 9 +I City Miami Shores Village County Miami -Dade Zip 2313k FOLIO / PARCEL # 1 1 — 77.. �a --* �/ 57 7,Q Is Building Historically Designated YES NO Contractor's Company Name Phone # / (0 3 4 - .S7/ / Contractor's Address a,{ City c� State L r Zip 3?� Qualifier Name C2 Phone # -S) f b l- - 5 1 1 State Certificate or Regi tration No. Certificate of Competency No. q 8 9 !3 0 Of q' V Architect/Engineer's Name (if applicable) 1, ,�` P, Phone # M i z Value of Work For this Permit $ q ' cc " Square / Linear Footage Of Work: Type of Work: dition ❑Alteration []New Repair /Replace ❑ Demolition Describe Work: l7�anl w l J Submittal Fee $ 0 * 00 Permit Fee $. 4 CCF $ 0 4P COP Cr Notary $ °_" Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ _ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y R LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Notice to Applic t: As c dition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in go aith t t copy of the notice of commencement and construction lien law brochure will be delivered td the person whose proper i subje o attachment. Also, a certified copy of the recorded notice of mmencement must be posted at the job site • for the first i pegio ich occurs seven (7) days after the building per i is issue n the absence of such posted notice, the inspection will n b roved and a reinspection fee will be charged. e Signature Signature �\ caner or Agent t Contractor The foregoing instrument was ackno before me // this The foregoing instrument was knowl ed before me thi day of v^ e-- 20��, by /4S. " �� $ �7. ., c - Alay of �.� ^� �. A - , 20 �, by i ,�� �., who is ersonally known t me or who has produced who is p ovally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL NOTARY PU Sign: r Sign: Print: C� '� ire Print:` r �� My Commission Expires: ,µY,wm DANIEL PREVILON € M Commiss YP6 DANIEL PREVILON W COMMISSION #DD5R ?51" ` y FAY COMMISSION #00582587 Bonded through let Statr'.nsur. • Bonded through 1 st State InsurannR APPLICATION APPROVED BY: �•' Plans Examiner Engineer Zoning (Revised 07/10/07) 9a-h ` - A i S sip i'tiw � --� / Z 512 �e_ .. so { • � a • •• so* • oo I `�� m� • • • ,A 000000 • 0000 • • • V I +a soon ez TK PEAN / Miami Shores Village APPROVED BY DATE Ne / R"Ipff1 ZONING DEPT -� BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNT`( RULES AND REGULATIONS A rElAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE, 2004 Robert S. Monsour, P.E. FI # 11955 1 0006024. ASCE 7-02 WIND,CODE DESIGN WIND LOADS (LBSISQFT) - 146 MPH ZONE Interior & Exterior Zones (4&5 - Wails) Positive Pressures EXPOSURE C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height = 1 20 30 1 40 50 60 (1tiA m) 1.00 0.95 r 0.92 0.89 0.88 0.$6 5 .7 52.3 50.8 1 49.8 49.0 ; 48. ' 58.0 55.3 53.8 1 52.7 51.9 1 51.2 5 l e0.5 57.8 56.2 55.1 54.2 1 53.5 30 63.1 60.3 I _ 58.6 57.4 56.5 55.8 40 67.0 1 64.0 62.2 60.9 60.0 f 59.2 50 70.2 67.0 , 65.2 63.9 62.8 62.0 60 i 72.8 1 69.5 67.6 1 66.2 65.2 1 64.3 Interior Zone (4 - Wails) Negative Pressures Exposure C For the 146 mph Wind Zone I Effective Wind Area (or, Tributary Area) in Square Feet Height 1 10 j 20 i 30 40 1 50 i 60 (Max um) - ti 0 ' - 1.05 - 1.02 - 0.99 - 0.98 1 1 -56.9 i -55.5 i -54.4 -53.6 i -53.0 -60.3 i -58.7 1 -57.6 1 -56.8 1 -56.1 5 .7 ; -62.9 -61.3 j -60.2 -59.3 E 558.6 30 -68.5 1 -65.6 1 -63.9 i -62.8 1 -61'.9 1 -61.1 40 -72.6 1 -69.6: ! -67.9 ! -66.6 , -65.6 -64.8 50 1 -76.1 # -73.0 i -71.1 j -69.8 -68.8 -68. 60 j - 78.9 t - 75.7 1 -73.7 j -72.4 1 -71.3 1 -70.5 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 146 mph Wind Zone - Effective Wind Area (or, Tributary Area) in Square Feet Veight 10 20 30 1 40 50 60 (M�xdmum) - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 - 68.4 -65.5 ( - 63.4 - 61.8 -60.5 • • • • •. •6 -72.4 - 69.3 - 67.2 - 65.5 -64.1 .'.;. 0 ; • •-8M 0 -75.6 -72.4 -70.1- -68.4 -66.9 • • • . • ;W -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 -90.9 1 -87.0 1 - 84.3 - 82.2 -80.5 Length of End Zone (a):' 16 of least horizontal dimension or .4 h, whichever is smaller, but not less than 4 of least horizontal dimension or 3 ft. (h = mean roof height in feet). . . . . . . . . . . AAI:& ° /a PE'W`U%TlGhCV L1:VDS SHOWN ABOVE MAY BE T AKEN FOR FLAT ROOFS. ,Miami -Dade My Home Page 1 of 2 a w My Home MIAMI•DADE Show Me: .,, �:.. Property Information Legend t#� y�xr� �� ?v `; `... °, ..� � � 9 Search By: ¢� Property r� ,�� Boundary Select Item � �� Selected > ' �� * 4*** Property 0 Text only Property Appraiser Tax Estimator tit€ 9 T S Street „. Highway Portability S.O.H. Calculator Miami-Dade County Summary Details: water olio No.: 11 -3206- 013 -5770 ' Properly: 69 NE 97 ST rN sY, M ailing IRIS H SANGUINETTI 11t'1k a ddress: 69 NE 97 ST MIAMIG WE SHORES FL 3138 -2405 S Property Information: 1000 SINGLE FAMILY Primary Zone: RESIDENCE G CLUC: 001 RESIDENTIAL - �O SINGLE FAMILY E 96TH Sfi Beds /Baths: /2 Floors i3 Living Units: d' Sq Footage: 2,250 Lot Size: 5,750 SO FT Y ear Built: 1927 Digital Orthophotography - 2007 0 111 ft MIAMI SHORES SEC 1 Legal MD PB 10 -70 LOT 21 Description: BLK 42 LOT SIZE 50.000 115 OR 17462 -3516 My Home I Property Information I Property Taxes 11296 1296 1 1 1 My Neighborhood I Property Appraiser Sale Info rmation: Sale O /R: 17462 - 3516 Home I Using Our Site I About I Phone Directory I Privacy I Disc laimer Sale Date: 12/1996 Sale Amount: 1$193,000 Assessment Information: Y ear: 2008 1 2007 1 If you experience technical difficulties with the Property Information application, Land Value: $185,865 $195,673 or wish to send us your comments, questions or suggestions Building Value: $230,075 $230,075 please email us at yWebmaster. Market Value: $415,940 425,748 A ssessed Value: $164,816 160,016 Web Site Exemption Information: ® 2002 Miami -Dade County. ear: 1 2008 2007 All rights reserved. Homestead: 1 $25,000 1 $25,000 12 nd Homestead: I YES I NO Taxabje IrVjfo - ation: Y ear: • 2009 • 02007- • • • ✓ pliQ • ;AP ie • • • • • Ex6inp Ion► Blternptim/ • axing Authority: * Mxablg • T1xabl8 • • Value: Value: Regional: $50,000 / $25,0007 • • • $114,816• $135,016 • $50, Q/ 25 • • • Counl�! • $114, T6 13 ,0 • • $50,000/• $25 • • City: • • $114,8' $'x35,016 • • • chool Board: $25,000/ $25,000/ $139,816 $135,016 Aadi�iorjai Infornlatln' • • • • • • • • • • • • ••• • • • ••• • • http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/13/2009 MIAMI -DALE MIAMI DADE COUNTY, FLORIDA r METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode AWP, LLC 8130 NW 74' Avenue Miami, FL j3166 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 2500 Aluminum Single Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. W05 -37, titled "Series 2500 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/26/2005 with revision C dated 02/17/09, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 distriWoo gnd Shall by avAlable for inspection at the job site at the request of the Building Official. :This NOA r ivAel XOA 1 07-0829.02 and consists of this page 1 and evidence pages E -1 and E -2, as well • a e . -aV1 j4'1 ao®u lie ti oned above. The submitted documentMon was reviewed by Fitz A. Harris, P.E. 00 0 00 0 �•,L --- • 0 • • • • • • • • • • • • l�. /� /(� NOA No. 09 -0316.09 • Expiration Date: December 01, 2010 �e Approval Date: April 29, 2009 14 OR .•. • rD � . Page 1 • . • • • • • • AWP, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1 through 5 of 5, titled "Series 2500 Alum. Single Hung Window ", prepared by Al- Farooq Corporation, dated 07/26/2005 with revision C dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5250, dated July 30, 2007, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. IIETI- 04-1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04- 14198, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated February 26, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated August 03, 2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 .. ... . . . . . .. . . .. . . . . . ''y • ~r ''��'� w .. ... .. 0 . 0 .. Fitz A. Harris, P.E. .. . .. . . Product Control Examiner :. : : :. NOA No. 09- 0316 -09 :0 ` ' • ' . . Expiration Date: December 01, 2010 . ' . . . . ' ' . . ' . • • • . • . Approval Date: April 29, 2009 E -1 ... . . . . ... . . . .. . . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E 3. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, slated July 31, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Statement letter of conformance and independence by Hurricane Engineering & Testing Inc., Test Report No. RETI- 04 -1419A and HETI - 0414198, dated January 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOW 05- 0810.04) 5. 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 I. Notice of Acceptance No. 07- 0829.02, issued to Yale Ogron Windows and Doors, Inc. for their Series "2500 Alum. Single Hung Window ", approved on 01/10/2008 and expiring on 12/01/2010. .° ... . . . . . .. . ......... . .. ... .. . .... �,o Fitz A. Harris, P.E. Product Control Examiner % :. :: : NOA No. 09- 0316.09 :*0 Expiration Date: December 01, 2010 ° ° ° Approval Date: April 29, 2009 E -2 ll .... !, • • • 37 ' 53 1/8' N • • • • • • • • • • •. • • i WINDOW WIDTH WINDOW WIDTH z • • • • • • • • • • 34 _ 50 1/4' Q • • i D.L. OPG• (FIXED) �. • i • • • • • i • D.L. ONC. (FIXED) • 14 3/8 MAX. • • • • • • • • • • • f • 14 3/8' FALSE MUNTINS HEAD /SILL •� • • • • • 7EAD (SURFACE APPLIED) 5' MAX. TYP• • • • • • i • *4110000 MAY BE USED HEAD /SILL c • CORNERS 0 $ • • • • • • • • i FALSE MUNTINS v • • • • (SURFACE APPLIED) 5' MAX• TYP. •• • • • • • • • • • MAY BE USED y HEAD /SILL .. -. 1 0 4 g •• IL -C s • • s••••i CORNERS •• • •••• • •• /x{ MO II /� tl \4 I j O m Z II II 32 5/8' 48 3/4' D.L. OPG. O.L. OPG. a � Z ?S THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 34 3/4' M 51' M P 3 y SHUTTERS ARE NOT R EQU IR ED. VENT WIDTH VENT WIDTH O SERIES 2500 ALUMINUM SINGLE HUNG WINDOTP TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE r• o COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI —DADE COUNTY APPR'0 WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. m A I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. �mBpS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LAMINATED GLASS WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS E gr o . HLVY FAROOO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA 1 6 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ! b ARE NOT PART OF THIS APPROVAL. $ 8 A LOAD DURATION MCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO drawing CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS LIAR 0 4 2009 WO5 -3 7 OF 2OD4/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1of s rkQUAL LITES WINDOWS UNEQUAL LTTES (ORIEL TYPES) WINDOWS • • U N•LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF • WINDOW D �iCHOR OD•d ANCHORS METHOD 'B' WINDOW DIMS. ANCHOR METHOD 'A' ANCHORS METHOD 'B' :•• •WIDTH Hw,*T• E%T.( +) 1�T.( -) EKT.( +) INT.( -) , WID TH HEIGHT EXT.( +) iNT.( -) Eai.( +) INT.( -) ;: `�� Z • • • i� -1/8• • • • • 7 90.0 70.0 _ 90.0 = 19 -1/8 70.0 90.0 70.0 90.0 -' • 26 -1 /2' 70.0_ •_ 9�0 70.0 90.0 26 -V2 70.0 80.3 70.0 90.0 = � �4' • • 37' 26 70.0 • �CP • 70.0 90.0 g 37 50 -5/8" 63.2 63.2 70.0 90.0 O • • • • 42' 4* • 70.0 6"4 • 70.0 90.0 uu 42' (4) 57.5 57.5 70.0 90.0 v • • • 48 • • • • • 70.0 • .� 70.0 90.0 48 51.9 51.9 70.0 90.0 �t • 53 -1/8" 70.0 78.0 70.0 90.0 1y 53 -1 /8 47.9 47.9 70.0 81.9 W O Y LL •• -1 /8' k70.0 � &• 70.0 90.0 19 -1 /8 70.0 90.0 70.0 90.0 I. J 3 :004 AS-1/2 • • • • 44(b • 70.0 90.0 26 -1/2" 70.0 82.2 70.0 90.0 s 37" 38-4(8" 9 . 70.0 90.0 37' S9" 63.9 63.9 70.0 90.0 d 1. (4) 8&5 70.0 90.0 42 (5) 56.4 58.4 70.0 90.0 O f *:0 • 48 : A • 70.0 90.0 48" 52.9 52.9 70.0 WA • 53 -1/8 • • • 67.4 • 70.0 90.0 53 -1/8' 49.0 49.0 70.0 72.4 • • • -1/8 • • • .0 . 70.0 90.0 19 -1/8 70.0 90.0 70.0 90.0 26 -1/2 • • 70.0 81.4 70.0 90.0 26 -1 /2' 70.0 90.0 70.0 1 90.0 Q 37" Sal /t 64.2 642 70.0 90.0 37" 63 70.0 70.1 70.0 90.0 42" (4) 58.3 58.3 70.0 90.0 42" (B) 63.9 63.9 70.0 83.7 48' 52.5 52.5 60.0 65.0 48 55.0 58.0 70.0 74.9 53 -1/8 48.4 48.4 80.0 65.0 19 -1 /8" -1/4" 74 70.0 90.0 70.0 80.0 19 -1/8" 70.0 90.0 70.D 90.0 26 -i/2" 70.0 74.2 70.0 90.0 26 -1/2 70.0 83.1 70.0 90.0 37• (6) 56.5 56.6 70.0 73.1 to 37 59" 66.0 66.0 70.0 90.0 • N0. IN PARENTHESIS INDICATE NO. OF 42" (5) 60.0 60.2 60.0 65.0 ANCHORS PER JAMS. > 48 54.5 54.5 60.0 65.0 S 53 -1 /8" 50.3 50.3 60.0 65.0 �M a 19 -1/8 70.0 90.0 70.0 90.0 26 -1/2" 70.0 90.0 70.0 90.0 J $� 37" 63" 70.0 72.8 70.0 90.0 Z 42 (6) 60.0 65.0 60.0 65.0 1 1/8' ANN. GLASS 1/8" ANN. GLASS I (1:20 48" 60.0 60.2 60.0 65.0 3' 53 -1/8' 1 53.3 53.3 60.0 65.0 090 POLYESTER INTERLAYER .090 PVB INTERLAYER } Q ca 19 -1 /a" 70.0 9a.0 70.0 90.0 SAFETY-PLUS IL BY GLASSLAM som ING BY 'SOLUTW �_� 26 -1/2 70.0 74.E 70.0 90.0 1 / 8 " GLASS 1/8' ANN. GLASS 37 74 -1/4" 58.4 58.4 60.0 65.0 .010 %x p 42 (6) 53.4 53.4 80.0 85.0 IN SILICONE pl� 48" 48.8 48.6 80.0 BSA SILICONE SILICONE c 53 -1/8" 45.2 45.2 60.0 65.0 GE 28W \ y GE 28W • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. PPRODSJCP mum as ao,9plytog wf &E1a thdda 1/4 DA. ANCHORS 1/4 DIa. ANCHORS 8 8 CDd6 AT THIS LOCATION AT THIS LOCATION AWepEaoae Ltbv / - �ro.0� y o S S. FOR UPPER HALF OF JAMBS FOR UPPER & LOWER HALF G OF JAMBS FOAM TAPE by $ o < � Pdfami Dmelm GLAZING OPTIONS DR. FAW STRIICIUR£S I FLA E I 7 8 - 3/16" DVL ANCHORS g AT THIS LO AM014 NOTE: $ a FOR LOWER HALF OF JAMBS GLASS CAPACITIES ON THIS SHEET ARE O ANCHORS METHOD 'A' ANCHORS METHOD 'D' BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) drowmg no. AND FLORIDA BUILDING COMMISSION W05 -37 DECLARATORY STATEMENT DCA05- DEC -219 MAR U 4 2009 sheot 2 of 5 • •t�AClt, 4'*APGONS ANCHORS * / WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. �A1� Ind • • SEE RN. FOOSPACINC • •• METAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • • • • • • J ( • t61' AND TRANSFER THEM TO THE BUILDING STRUCTURE. • •••• • • �1 Z TYPICAL ••• ••4 ••• *•• 4, • • WOOD BUCK � 8#14SM RS O •• ° ° a ° , •� ° _ • 4 ° ° SFE TYPICAL ANCHORS: SEE ELEV. FOR SPACING e ELEVS. FOR SPACING a ° i r• • • I \ � 3/16" OR 1/4 TAPCONS (SEE SHEET 2 FOR USE OF 3 /16" TAPCONS) fN70 28Y WAD BUCKS OR W000 STRUCTURE � p � � ••• •• •••• • Or�S{ ,., EI •• • �. 1 -3/8" MW. PENETRATION INTO WOOD ar p • • • • • THRU 113Y BUCKS INTO CONC. OR MASONRY J� • • 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY O p d :0 • • • • • • 1 3 DIRECTLY INTO CONC. OR MASONRY 1 - O °'� ANCHORS c • • 8 ••• ° rn \ ti \ •� :0040411 : • • • • • Y� /4" MIN. EMB INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 5 CRSI Q SEE ELEVS. FOR SPACING • • • • • • INTO METAL STRUCTURES , t9 • • MIAMI -DADE COUNTY APPROVED STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • • • • • • • • • • MULLION & MULLION ANCHORS ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) 4 g • • • SEE SEPARATE NOn (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c i ,910 SMS OR SELF DRILLING SCREWS i INTO MIAMI -DAOE COUNTY APPROVED MULLIONS g '� (NO SHIM SPACE) OPTIONAL TO ANCHOR EDGE DISTANCES k12 BOTTOM LATCH INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. TYPICAL ANCHORS INTO METAL STRUCTURE = 1 /2" MIN. #10 SMS 14 5 SEE EIEV. FOR SPACING SEALANTS 14 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ E. SCHNEE MOREHEAD SEAM SEALER SM5555. WEEPHOLES: Q W1 3/4" WEEP NOTCH AT EACH ENO � 0 6 14 TYPICAL ANCHORS 1/4" TAPCONS PRODUCfR1 vmm of SEE ELEV. FOR SPACING aecomliglagwi&9TeF�m�Ia c m So S O w1 2 9 1 33Y ` Pro"Qoo0n1 gj ; Engr: �STIK1Ct{ S F INS" F '� 3 F 1 .. PE 0 8667 ° QO a v ° 1 drowing no. 1 o o MAR 0 4 2009 WQ5 -37 SEE ELEV. FOR SPACING sheet 3of 5 • • • • p • • • • • • • • ITEM PART q READ. DESCRIPTION MATERTAL MANF. /SIJPP[dER/BENARKS l� Q • • • • • • • • • • • • • 1 YE -169 1 FRAME HEAD 6063 -T5 - • • • • • 2 YE -167 1 FRAME SILT. 6063 -15 •• •• •• • •••••• " -- 3 • • 3 YE -102 2 FRAME JAMB 6063 -T5 - •j O j • • • • • • • • • • • • • 4 YE -152 I FIXED RAIL 6D63 -T5 - • • • • • • *000 • • • 5 YE -151 I VENT TOP RAIL 6063 -T5 - 4= • • • • • 6 YE -168 I VENT BOTTOM RAIL 6063 -T5 - g O • • • •••••• d L' v • 7 YE -920 2 VENT JAMB 6063 -T5 - ,t ••• •• •• •••••• eiI • • • 8 - AS RE00. GLAZING BEAD ALUMINUM ROLL FO RMED a • • ••• • •• 9 - - - a • • • • 10 - 2/ VENT BLOCK & TACKLE BALANCE _ it YH -511 AS REDD. BULB VINYL PVC SINGLE g Q • • • • 1116 #10 M ANCHORS 12 YH -S10 AS REDD. BULB VINYL PVC SINGLE O °3 • APPROVED MULLION SEE ELEV. FOR SPACING 13 YH -309F AS REDD. PILE- SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) SEE SEPARATE NOA 14 YH -504 2/ VENT VENT LATCHES MON/CELCONI AT 11• FROM ENDS 1" YH -515 2/ VENT CAM LOCKS ZAMAK I AT I1• FROM ENDS a $ IS #10 X 3/4 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS W 16 /B X t` 2 FIXED RAIL. SCREWS CRS CAD PLATED. — MS 17 $8 % 1 -1 /4' 4/ VENT PENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18 161893 1 REINFORCING BAR (.627 X .3127 STEEL - S3 to TYPIC A NCHORS WINDOW WIDTH WINDOW WIDTH SEE SEE SHEET Y FOR CAPACITY J 3i 2 ter N nQ W0� euacs TYPICAL 1/4 MAX. 1/4• SHIM SEE V. ANCHORS N 3 Ow SHIM �/ MAX SEE SHEET 2 FOR CAPACITY VENT WIDTH 13 O.L OPO. 7 1/--4- SF-- WA 70 I 2BY 8" STRUCTURE STRUCTURE o $ a e < Paontrcrsevam - - - - - - - - - - - o ftCb d a dPodrPlalda - -- - - -- - - - -M16 a T L��'� B EXTERIOR�� o ^ 3 ° SEE ELEV. FOi SPACING � P,09dr4 01801 W SHEET D.L. OPG, SEE EET 2 FOR CAPACITY ffi . 1Xi. HUMAYQIIN H t WNDOW WIDTH A.A. P E I f 7 0 TYPICAL 6 SEE ELEV.CHORS ACING 8 SEE SHEET 2 FOR CAPACITY drowmg no. MAR 0 4 2009 W05 -37 sheet 4 of 5 ....� ,..; 5b mg �,. 0 � �f • • FRAMeHEAD • • • • • / ••• •• •• •• ••• 0 n • saa • 4 • •• v j • • . $ •.• •• •• sue' • • • I p � ao _ .887 • 1.437 rc - 1� 1. 062 F,XED RAIL d U J � 17 ni T q _ I Di 1.625 3 z j � -d .612 VENT TOP RAIL / •C% y rMj ,� iS � Jn� 3nN1 J v � 3 oss / o 3.725 2 '� 1B 2.667 1.125 -�j 3/4` WEEP NOTCH RE / § C SCEN RETAINING LEG / Y II I 1.070 .055 .812 O �I 812 1- 7 S.H. VENT CORNER DETAIL m $ 66 VENT BOTTOM RAIL 2.174 VENT SIDE RAIL PAODMRRVMW ? 0 8 . 930 TAI S.H. FRAME CORNER DEL • B ��..�A L O ^mo 3.027 2.104 —pl(, Eepr. iNL S AR000 S 3.527 Fi i I _6857 ]Myih. -. P ♦ [udmt mot s 3 eta aa3a3 a � LL L � t • 175 - 1 drowing no W — i.8,7 w 05 -37 LIAR 0 4 2409 FRAME SILL FRAME JAMB sheet got 5 a MIAMI •MAD MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DMSION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www .miamidade.s<ov/bui'Idingcode 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 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 11 1 700 Impact View" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series -1700 Impact View Alum Single Hung Wdw. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 11/19/03, with revision "E" dated 11/19/08, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 •... • dilftiblitora apd "11 be available for inspection at the job site at the request of the Building Official. %Ms NOA.r"s and renews NOA # 07- 1018.04 and consists of this page 1 and evidence pages E -1 and E- t us ap�rov, document mentioned above. • • • • • 1he submitted documentation was reviewed. by Fitz A. Harris, P.E. • NOA No. 09- 0121.24 • ; E 3 ' A 9 Expiration Date: April 29, 2014 • • Approval Date: April 15, 2009 Page 1 OV . ....... . . . . . . . . . . . ••• • • • ••• • • a AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -105, titled "Series -1700 Impact View Alum Single Hung Wdw. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 11/19/03, with revision "E" dated 11/19/08, 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 24113.2. 1, TAS 202 -94 Along with marked up drawings and installation diagram aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA# 05 -031L 01" 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) 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 24113.2. 1, TAS 202 -94 Along with marked -up drawings and installation diagram aluminum single hung window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, F.E. (For Reference Only). "Submitted under NOA# 05- 0311.01 " C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 12/01/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). .• ••• . . . . . •• •• ••• •• • • • •• 17`® Fitz A. Harris, P.E. • • 0 0 0 • • • Product Control Examiner V. • • • : 0. • • • . . NOA No. 09 -0121.24 0 • • • f o e • • • :.o • • • Expiration Date: April 29, 2014 Approval Date: April 15, 2009 E -1 • •• .• • . • •• •• AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours Nemours & Co., Inc. for "DuPont Butacite PVB" dated January 5, 2006, expiring on December 11, 2010. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. STATEMENTS S Statement letter of conformance, dated December 1, 2008, signed and sealed by 1. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 1, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Statement letter of compliance, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4332, dated 01/04/05, signed and sealed by Edmundo Largaespada,P.E. ' dated November 03, 2006, signed by Mr. Manuel 4. Asset purchase agreement Valladares and Mr. Leon Silverstein. G. OTHER 1. Notice of Acceptance No. 07- 1018.04 issued to AWP, LLC for their Series "1700 Impact View" Aluminum Single Hung Window — L.M.I. ", approved on 01/31/08 and expiring on 04/29/09. itz A. Harris, P.E. • • • • Product Control Examiner :. : : ;. : : NOA No. 09-0121.24 • ' ' ' • • • • • • • • • • Expiration Date: AprU 29, 2014 . • • • • • • • • • • • • • • • Approval Date: April 15, 2009 •.• • . . • .•• . . E -2 • . • • • . • • • • ... . . • ... . • • FALSE YUNTINS F ALSE NUNTINS Iloi 000040 • • • • • • • • T MAX. 13 MAX. (SURFACE APPLIED) 7 MAX. 13 YA%. ._-- - 1: •• HEAD • • • • • • AT H MAY BE USED A T MAY BE USED • • APPLIED • • •• • •••••• CORNERS CORNERS 0 A HEAD Z � I/? • • • • • • • • • • • • • • • — - - ADDL. ANCHOR ADDL. ANCHOR 1 • • • • • • 0000 iI II AT MTG. STILES I p n AT NTC. SOLES Q �� • • • • • II I• SEE CHARTS n r SEE CHARTS Q! Q • • • • • • • • • n I r FOR CAPACITY II II FOR CAPACITY • N ri / 1: iV (� it / 11 •••• • ♦• •••••• ____ 11 It �A _____ II II • • • I 7� n u 7�' - u ` 0 000 ci •••• • •••• • • D 'B I i ii 1. "' O 8 n n n "' Q • • n a �' n it •••• • h O ' II It ^y �W t'O n � II II n � O � ��Y m 1 n nc a ./ a n�z ,` n/ n II tl 11 II C u u C II n � I y 7 MAX. 13' MAX. 47 1/4' M1 i & &$ COMERS L AT SILL sl„ 8 u � WQVO� SEE SHEET 2 ANCHroOR$ O.L. OPG. WID WIND 1riTFi 47 1/4 Q i FOR CAPACITIES SEE SHEET 3 VENT WIDTH FOR CAPACITIES SO 1/8` 33 I /S• VENT WIDTH V -3 WINDOW WIDTH 1/0' Z} TYPICAL ELEVATION WINDOW WIDTH Q'Ma TESTED UNIT gs Q m g SERIES -1700 IMPACT VIEW ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. c APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS o sy OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI -DADE COUNTY $ APPROVED WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. 4 z LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO E NTIR E S Y S T E M. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° REQUIREMENTS OF THE FLORIDA BUILDING CODE 2(X14/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W0013 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. E FA . ° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTT ARE NOT REQUIRED. FA P 7 ^ CAA 35M Jt.2f E;Ti'J.., ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS wcar��tytu,gWiDtrhad�q� y ARE NOT PART OF THIS APPROVAL. B $ 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. bate f drawing no. CONTACT SHALL THE RE QUIR COME INT OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. MAR 2 2U09 sheet 1 of g • FQl]ttL 1,1TES AIN ITY - PsF DO _! � • • EQUAL I� WINDOWS � � o • DESIGN AD CAPAC DESIGN LOAD CAPACITY - PSF • i • . • • • • . • GLpgE_ �g • GLASS TYPES • . • NT AIND01f �. 'A', 'C• �$ 4`Vi • WINDOW DIMS. 'A'. 'C' OR 'D' z Z �. • • WIDTH HEIGHT E%T.( +) - 191-) WIDTH HEIGHT E%r.( +) INT.( -) • • • 19 -i/8' 90.0 140.0 • 19 -1/8' 90.0 • 26 -1/2' 0 000 90.0 • Mill 26-1/2" 90.0 140.0 a& � •••• M U • J2. ZB' 90.0 • �QI s 32' 50-5/8* 90.0 140.0 d 37' 90.0 .0 3Y 90.0 140.0 • • • • • ( ( 42 90.0 140.0 42 90.0 140.0 • 48' ••- 90.0 4e 48' 90.0 133.3 r • b- w -�I 0 • • • • 5s -t1a• *009 90.0 • tao.G s3 -1 /a• Sao 120.5 19 -1 /8 90.0 140.0 19 -1/8' 90.0 140.0 26 -1/2' 0000 90.0 140.0 26 -1/2' 90.0 140.0 32' 90.0 140.0 32' 83' 90.0 140.0 � 37' 39 -3/8" 90.0 140.0 37' (6) 80.0 140.0 42 ( 90.0 140.0 42' 90.0 140.0 48' 90.0 140.0 19 -1/8' 90.0 140.0 222LL U 53 -1 /8• 90.0 1221 20. -1 /2 74 -1/4• • Sao 140.0 19 -1/8' 90.0 140.0 32' (7) 90.0 140.0 26 -1/2" 90.0 140.0 • NO. IN PARENTHESIS INDICATE S !, 32' 90.0 140.0 NO. Of ANCHORS PER JAMB. ? 50 -5/8• 37' 90.0 140.0 42' (6) 90.0 140.0 49' 90.0 140.0 53 -1/8' 90.0 139.7 1> 19 -1/8• 90.0 140.0 WINDOWS WITHOUT 28 -1/2' 90.0 140.0 1 a Mt 30.• 90.0 10.0.0 SILL ANCHORS 37' 63• 90.0 140.0 J $1+J- 42' (6) 90.0 140.0 3/16 ANN. GLASS 3/16' HEAT STFt :N'D GLASS 3/16" HEAT STREN'D GLASS 90' Z $ 48' 90.0 128.6 0 PVa tNTERLAYER .090' PVB INTEIBAYER i tt } } ^yy v 53 -1/8' 90.0 116.2 SAFLE% /KEEPSAFE MAXMUM SAFLE% /KEEPSAFE MAXIMUM UPONT BUTACITE PVB' 3r. t2- 18 -1 /8' 90.0 140.0 BY 'SOLUTIA' BY 'SOLUUA' C m 2 26 -1/2' 90.0 140.0 3/16 ANN. GLASS 3/16' HEAT STREN'0 GLASS 3/16' HEAT STREN'D GLASS C� 32' 90.0 140.0 Q� YH BULB vom 822 BULB 2� YH 82 90.0 140.0 SILIC 74 -1/4' r-- 37' g 42 (6) 90.0 124.7 � DOW CORNING 1199 � CORNING 1199 � $ij DOW CORNING 1199 § SUL 48' 90A 109.1 0 GE 2! GE 2800 �l. GE 2800 Y 53 -1/8' 90.0 99.6 ( � SILICONE �1'1NEE MOREHEAD 5731 ^ t� ' SCfWEE MOREHEAD 5731 n I t SCFiNEE M1IOREHFAO 5731 0 $ 42 1 . 90.0 140.0 p M t�j t I I' y {� $� 1� ��+ 7; 49' 7 ) 90.0 140.0 ti it i It ti S 3 �5 $ 8 53 -t/8' 90.0 135.5 g 42' 74 -1 4' 90.0 140.0 48' / 90.0 127.3 53 -1 /8' (7) 90.0 tts.o 3 GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' on$ i • NO. IN PARENTHESIS INDICATE m v a W W NO. OF ANCHORS PER JAMB. GLAZING OPTIONS E44� STRUCTURES FAR000 a �° G RA PE 10 16557 x C.". 3538 i JC!'I88V1S£ �' NOTE: aa&akia a GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION MAR 2 4 2009 W03 -105 _l DECLARATORY STATEMENT DCA05- DEC -219 Dt bw �� yt,eet 2 of 6 •iii as i i .. ..�. (� • fi @UAL L1TES WiN50118 • EQUAL LPfES WINDOWS • DESIGN to o CAPACITY t ePSh� DESIGN LOAD CAPACITY - PEP I� i•• i i •• i i GLASS TYPES i GLASS TYPES c WINDOtr 'A'. 'C� R WINDOW DIMS. 'A'. C. OR 'D' Z • • WIOTN HEIGHT ExT.( +) TNT.( - ) WIDTH HEIGHT EIS.( +) 1 M.( - ) -1/8' 90.0 19 -1/8" 90.0 140.0 = e p _ • 406 -1/2" i • • i 90.0 u ** 26 -t /2' 90.0 140.0 � 0. � o : 32" �, 90.0 1 0 32 Sa -5 ,m " 90.0 140.0 37- 4 90.0 110.0 37• (5) 90.0 140.0 D I 0:0* • 42 " 0 0 (4) 42 ' F. 90.0 90.0 140.0 p h i 48" i • 90.0 140 48" 90.0 140.0 W • $3 -t /a 90.0 .o 53 -1/5" 90.0 140.0 a •iii QQ 19 -1/8' 90.0 140.0 t9 -1 /a' 90.0 140.0 25 -1/2' so** 90.0 140.0 26 -1/2' 90.0 140.0 32" 90.0 140.0 32' 63" 90.0 140.0 ; B j 3T• 36 -3 1B' 90.0 140.0 37' (6) 90.0 140.0 42' ( 90.0 140.0 42' WO 140.0 4 4a' 90.0 140.0 19 -t /8" 90.0 140.0 53 -1/8' 90.0 140.0 26 -1/2" 74 E(7) 90.0 140.0 19 -1/8" 90.0 140.0 32" 90.0 140.0_ 26 -1/2' 90.0 140.0 • NO. IN PARENTHESIS INDICATE 32" 90.0 140.0 NO. OF ANCHORS PER JAMB. 50 -5/8' sT' 90.0 taoo 1 . (6) 90.0 140.0 48" 90.0 140.0 yt 53 -1/8" F 90.0 139.7 y 6 to 19 -1/e• 90.0 140.0 WINDOWS WITH 26 -t/2' 90.0 140.0 a1+ iy SILL ANCHORS 32' 90.0 140.0 P J n 37' �" 90.0 140.0 _ J 3 42" (6) 90.0 140.0 Z '$ 48" 90.0 140.0 0. M C3 53 -1/8' 90.0 122.6 w 1n Q m g 19 -1 /8" 90.0 140.0 O 26 -1/2" 90.0 140.0 32' 90.0 140.0 37" 74 -1/4" 90.0 140.0 42" (6) 90.0 140.0 48" 90.0 136.3 c 53 -1/8" 90.0 113.6 4 42" 90.0 140.0 PRODUC7'RKtficED 49, 63" 90.0 140.0 ✓�4'eutpiymgtikFiP.tci+INidn $ 53-1/8' (7) 90.0 140.0 42' 90.0 140.0 �s7i 74 '0.i 48' 90.0 140.0 53 -1/8" (T) 90.0 135.4 C�mtrol • NO. IN PARENTHESIS INDICATE cc m v NO. OF ANCHORS PER JAMB. -� g Engr: 1 R. fM000 , i = FLA. PE i 18667 CAli. NOTE: $ GLASS CAPACITIES ON THIS SHEET ARE droving no. BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION � '� ZOOg W03 -1O5 �� DECLARATORY STATEMENT DCA05- DEC -219 sheet 3of 6 •••• • • • • TYPICAL ANCHORS • • TYPICAL • • tom SEE ELEV. WOOD FOR SPACING TYPICAL ANCHORS ELEV. FOR WOOD BUCK METAL SEE ELEV. FOR SPACING • e • • • • • • • STRUCTURE • • • • • M • i • • • • • • • • • • • OR NIA►ti -DAB COUNTY Z • • TYPICAL ANCHORS WOOD APPROVED MULLION r • • • • • • 8 • Me • s i ° x SEE ELEV. FOR SPACING 8 MULLION ANCHORS P q so e • •• •i•e z '� �o $ • • • ••• Q *:001 a V Q' a • s /� /��-j� • t� l • !i • • t • • p�aa ,I o WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. Fa! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IL z m o I� I, AND TRANSFER THEM TO THE BUILDING STRUCTURE. o „ 4 TYPICAL ANCHORS: SEE ay. FOR SPACING 0 1/4" DL4. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy=t5$ KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD 2i THRU iBY BUCKS INTO CONIC. OR MASONRY 4 1 t4 t3 T2 1 -1/4" MIN. EMBED INTO CONIC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY w t7 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY <� e�)t Ix © 9 78 1/4' DUI. SELF DRILLING SCREWS (GRADE 2 CRS) F r W O INTO METAL STRUCTURES U n W S STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) J g 3 ALUMINUM : 1 /8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 13 B 612 SMS OR =E DRILLING SCREWS Q 0 4h O I� iI INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090' I' (NO SHIM SPACE) „ 4 TYPICAL EDGE DISTANCE I' % INTO CONCRETE AND MASONRY = 2 -1/2" MIN. P , INTO WOOD STRUCTURE = I" MIN. 2 B ` INTO METAL STRUCTURE = 3/4 MIN.} ' tt CONCRETE f'e = 3000 PSI MIN. PRODUCf$gVtSEO $ $ I' Ii MASONRY Cal = 1500 PSI MML ft 70 ,p wt 2 SEALANTS: s e a 8E5fA1lspfCaatl c m u o u t. W2 1 � a FRAME AND PENT CORNERS AND INSTALLATION SCREWS AT SILL » © ` '� SEALED WITH WHITE /ALUMINUM COLORED SEALANT. 3 � WEEPHOLES: Ear. "' ` " FAR STRUCT ; a , , Flo PE 7853: ° , e Wt = 3/4" WEEP NOTCH AT EACH EN AA C. W2 m 1" WEEP NOTCH AT EACH END $ TYPICAL ANCHORS AT ° ° < ° . z ° USE WHEN REWIRED Sal I drow,ng no. ° e ° I I t SEE SHEET 3 FOR CAPACITIES 2 I SEE ELF FOR SPACING MAR 2 4 2009 !q3 -105 ^ sheet 4 of g i • • 9999 • • (� 0 • • • • • • • • • 1T'EM (I PART REQD. DESCRIPTION MATERIAL AfANF.JSOPPGI6R /REMAR68 � V o • 1 YE -1700 I FRAME HEAD 6063 -TS JI 9999 • .•e. •9 •• —^' nl 2 YE -1701 1 FRAME SILL 8083 -PS o • • • f • • • • • . • . • Q 3 YE -1702 2 FRAME IAM8 6083 -T5 - • • t J too • • • 9 • 0 • • 0 4 YE -1703 1 FIXED MM RAIL 0063 -TS - 0 • • t S YE -1704 1 VENT TOP PAIL 6083 -Ts - • • 9090 9999 • • • • • 6 YE -1705 1 VENT BOTTOM RAIL 6063 -TS - u • • • • • • • • • ROD. YE -1706 2 VENT SIDE RAIL 60 83 -T5 - • • • • • • . • . • • 0 • f 8 YE -1707 AS R. GUSZINC BEAD 8-TS - • • t 0 0 • • • • • 9 YH -1607 2 REMFORCINO BAR$ FULL LENGTH STEEL 1/4' X t' 0 0 • • s • 10 YE -1708 2/VENT VENT LATCH 0 8' FROM ENDS 6063 -TS - 33 0 • • • . • w • • • . 11 - 2 LATCH SPRING w • _ • 0 w • 12 YH -71 S 2/ VENT CAM LOCK 0 11' FROM EACH ENO 13 YF -82 2/ LATCH CAM LOCK SCREWS lj METAL 14 YH- AN 2 IL _ 822 AS REQD. BULB PILE WSTRIPPING - SULLIVAN SUUJVAN & SUUJV ' STRUCTURE MIAMI -DARE COUNTY Is YH -8009 AS REQD. FN SEAL. IYSTRIPPING - ULTRAFAS �U 2 L C( & MLL ONOANCH SEE �FOR� SPACING, 16 LION AS REQD. FRAME/VENT ASSEMBLY SCREWS - 0 X 1' P.H. SM5 V W ei F 1/4' MAX. 17 - AS REOD. FIX MTG. RAIL ASSEMBLY SCREWS - g10 X 1' P.H. SMS LOAD BBEAMNG 18 1 - 2 VENT GUIDE PLASTIC 19 2 GUIDE SCREWS SMS 20 2/VENT SPRING AND PULLEY BALANCE CALDWELL x 21 - 2 OPEN CELL FOAM PAO (1' X 1/2' X 1 -1/2") - YALE R M (J^ d J m _ j W z TYPICAL ANCHORS SEE ELEV. FOR SPACING WHOM WIDTH WINDOW WIDTH Q o3 2 O 1/4' MAX 4i 1/4" MAX. VENT WIDTH LOAD BEARING LOAD G SHIM S HIM ,s TYPX& ANCHORS WOOD BUCK 16 7 I ° e SEE CLEW. FOR SPACING OR JCT8SYf5T,0 $ '3 $ 4i $ ke Y.7ffiLt;e Pluru __ ____ __ _ . m PN 6t�UDDM .. � m u _-- _---- _ -_ -_- -_ -_ a En9r. DR. HUYAYOInJ FAR000 w � SIRUCT�9 7 1 FLA. PE 3 8 3 EXTERIOR 9° . g � � Q.L. OPG. C � drawing no. wamm TROTH MAR 2 4 2009 W03 -105 sheet 5 of 6 •fss • • • • t^- -1.470 t8 � I � • �---t- -3.043 •• • I • I �17 M QQ • • .062 • t.ofio 0 f• its ••s• o .374 • • 4. •••• w •• i•i• • — d'd • • • .374 • FRAMEJID ! • 1.080 V p, •ff• • • ••4}�� • • 2.970 CY0 FRAME JAMB .870 I y Z M 3.334 .918 2.273 .�7 VENT LATCH = _ 1.339 .941 MEETING RAIL 1.050 .048 18 U 2a63 s75 g -1 Ri ffi /1 01 t a6t GLAZING BEAD Z d g 3°W" .939 1.488 / v Q co .062 2=0 � 1.434 .o6z t.xo m23-- j / c VENT TOP RAIL FROWURVAUD VENT Ftmtda " g 1 $ SIDE RAIL s 2.461 a .965 °T FRAME CORNERS DETAL Dice C m o c r 3.036 2.685 3.536 I Dqr: DR. HUMpyl M FARWQ d •' 1.624 � I ' >:u6ss7 S 3 c,w. yg 6 1.z63 16 8 4-- -t3a0� K: 3.043 VENT CDRNER DETAL MAR 2 4 2009 VENT BGTTGM RAIL FRAME SILL • . 90 • . •• 0000.. • . 0000 0000.. 0000 . . . • .. 0000.. 0.00.9 ...• •• •• 0000• Miu mi Shures Building Department :0 - Product Appvoval Schedule / Comparison Chart Address: 3Gq * C(--+ �r s Permit No. o00000 O DescMpft8i?NWiudow Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact • • • or o P ullion Number Design Pressure Pressure Size Yes I No Yes / No Yes / No 900000 o •.. • • • ( +) PSF ( - }PSF ( +)PSF ( - ) PSF i 4 V7'a b°t ~ ®31 to -01 J --1- 0 `{ S4:i - 5 1 - /2 A $95/ •Z � - ®12• J � 'L � - a C� • s � ,'1 � � !z. N � � � env