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REV-17-2551• \O BUILDING PERMIT APPLICATION El BUILDING D ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: 1 r'I 3 - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138, Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 OCT FBC 20 n Master Permit No. WS f " i q s - Sub Permit No. 1' Cv [ 1 - Z55 1 ❑ ROOFING ETI REVISION ❑ EXTENSION ❑RENEWAL I 2017 DPUBLIC WORKS El CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS A) tit) 103 Sr City: Miami Shores County: Folio/Parcel#: 11- 213(0 - 013 - 1 540 Occupancy Type:. - Load: Miami Dade Zip: 3 315 0 Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): C6 554 6''ovp LAG Address: City: 18181E iv C 31 Cr X09 Ai/eVt-f U'�G BFE: FFE: Phone#: 305 - 1010 - / 9 05 State: F�. Zip: 33/00 Tenant/Lessee Name: Phone#: Email: . COKs -Vv c-ioo ('roof. [-LC CONTRACTOR: Company Name: 5835 suu 10' Pt Mia %-dp(po / i ri mitt, Address: City: Qualifier Name: Phone#: 30 5 - 8/ 9 - g'c/q State: Zip: 33/?3 Phone#: State Certification or Registration #: C & C i 5 Z 0480 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: ss.� Value of Work for this Permit: $ 23v- Square/Linear Footage of Work: •--a $1. f' 1 Type of Work: ❑ Addition Alteration ❑ New // Description of Work: Cupc • (z w i n k000 s (1 3 doors ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ C.. CCF $ G90 CO/CC $ -- DBPR $ 7 Notary $ Training/Education Fee $ Double Fee $ Structural Reviews $ - Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ t ILA Lka° 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 The OWNER or AGENT Signature CONTRACTOR strum gnt w( as acknowledged before/me this The foregoing instrument was/acknowledged before me this 20 / 7 , by IL/ day �� of OG�✓� ✓ , 20 ! a , by �ho is per onally known to a'(iO(co Y. gab- 11'G✓, who is personally known to evu G as me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************ APPROVED BY (Revised02/24/2014) RAYMOND A. DEOUARTO Notary Public, State of Florida Commi slon# FF 123597 018 May comm. expires June 2, identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: (alto la . ******************* Plans Examiner Structural Review „;a� 74;;;,,,ESTELA M CARMONA °` ` ' Notary Public - State of Florida • • • My Comm. Expires Aug 23, 2018 ' Commission # FF 147113 r * 1 96411 * * Sended+dimegfaNkKoaai Netar* Asps9 ******** Zoning Clerk CM 1 o S &u -f wee,. + 151 W (03 ST t c , S1 gyres fit, 33150 F u •• • • • • •• •.••• • • • • • ••• • •••• •• • • • • •• • •••• . •• • • •••• •••• •. •• • _• • •••• 1•• • G • .rte.-FAR000 CORPORATIO THIS SHEET HAS BEEN REVIEW EC TO VERIFY LOCATION Or EXTERIOR GLAZING PRODUCT`•. WITHRESPECT TO ZONE 4 & BY: //LDATE:0115I1191—X *ALL INFORMATION PROVIDFr` 3Y OCT 4 6 2017 PERMIT #: V.evZ65 Miami Shores Village APFROVED BY DATE ZONING DEPT " 7-1:- BLDG DEPT . // SJBJECT 1'0 COMPLIANCE W:11-1 ALL FEL,ER,a' SIAM ANL) CCUN "( r4L,L_S AND P.:CI ILA', '.:, (,33 1 ' 957 • • • • • AL-FAROQ CORPORATIOON SITE SPECIFIC WINDLOAD CERTIFICATE rage 1 or 1 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com Project Number: 74932-5618 Date Requested: 9/20/2017 6:56:12 PM Client: Yohander Leon PMYY Leon Corp 630 SE 7th PI Hialeah, FL 33010 Mailing Address: Yohander Leon • PMYY.Leon,Corp • 1711 VV•3$t4I, Suites#'1€04 Hialeah.FL33012 •••••• •. Project Address: 157 NW 103 St Miami Shores FL 33150 Job Name: Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2017 , Copyright Al-Farooq Corporation . • • Carlos Qytplan .. .• • • . . • ••.• • .. ..••• .• • Wind Load Analysis for comiNIV tgand claangavith impact protection as per spedliTcdtibn of ASCI 7-1f0 & 2014 • FBC.'. • • • .• • • • • • Design Wind Pressures (PSF, Trib. Area (ft 2) 10 Zone 4 +40.1 -43.5 Zone 5 +40.1 -53.6 ZONE 4 Cn d=1D% OF LEAST HORIZONTAL DIMENSION ZONE Stn HEIGHT 'IV FOR SLOPED ROOF 19 THE MEAN ROOF HEIGHT Valid Only with Engineer's Seal •= r CAN (EB) #3538 9/21/2017 • Ma rk Opening Rough Size NOA # Model Design Pressure per Product Approval Structural Site Specific Design Pressure Zone Int 4 End 5 Mullion Bars CO psf (-) psf CO psf (-) psf Horiz. Vert. NOA # Span in inches A 55 x 50 5/8 17-0222.14 HR -XO 65.0 65.0 40.0 53.6 5 B 74 x 63 17-0222.14 HR -XO 65.0 65.0 40.0 53.6 5 C 37 x 50 5/8 16-1003.01 SH 80.0 80.0 40.0 53.6 5 D 37 x 50 5/8 14-0908.20 CESEMENT 59.0 59.0 40.0 53.6 5 E 37 x 38 3/8 16-1003.01 SH 80.0 80.0 40.0 53.6 5 F 37 x 38 3/8 16-1003.01 SH 80.0 80.0 40.0 53.6 5 G 471/2 x 35 16-1003.01 SH 80.0 80.0 40.0 53.6 5 H 74 x 38 3/8 14-0908.18 FIX 65.0 65.0 40.0 53.6 5 1 37 1/2 x 80 FL14569-R7 Steel Door 50.0 60.0 40.0 53.6 5 2 37 1/2 x 80 FL14569-R7 Steel Door 50.0 60.0 40.0 53.6 5 3 124 x 85 14-0908.02 SGD-OXO 56.7 60.0 40.0 53.6 5 J 12 3/4 x 26 3/4 14-0908.18 FIX 65.0 65.0 40.0 53.6 5 •. •.• . . . . • .. • • • • • • • • .. ••• •• • • • •• ••. •.• • • • •.• • •• • • • • •• • • • •• •• •• • •• •• • • •• •••• ••• • • • • • • • • • • 00 ••• • •• • • • ••• • • • • ••• • • 0 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • 0 0 •• •• 000 • • 0 000 • • MK-C,E F,G DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is m i d ad e.gov/economy This NOA is being issued under the applicable rules and regulations governing* the u$e of cpggtruction .• materials. The documentation submitted has been reviewed and accepted by Miatui-I1ade Colinty SER - • Product Control Section to be used in .Miami Dade County and other areas where alI®xe 1 by the Authority . Having Jurisdiction (AHJ). ••••• .. •• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Et t►lity ProducPEontroI Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Can) rese Oe jlie, right to have this product or material tested for quality assurance purposes. If this producl'or mately! fails to perform in the accepted manner, the manufacturer will incur the expense of such Fstistg:and the AJ may . immediately revoke, modify, or suspend the use of such product or material within their.jurisdiotioa • •RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Iccatfill, Procita Control • Section 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 "SH -7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-090.1, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed. by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 1.5, 2016 Page 1 . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revigion C date l•8421/16, prepared by manufacturer, and signed and sealed by Thomas J. SAtbs; P.E. .... • . • B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet- Mc, TA'202.94 2) Large Missile Impact Test per FBC, TAS 2(1-94 • �;; 3) Cyclic Wind Pressure Loading per FBC, TAS203'94 •.. • : along with marked -up drawings and installation diagram of ar:akmltnum single hung window, prepared by Hurricane Engineering & Testing, Inc., TCst Reports Ng, HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and:sealed by Candido F. Font, P.E. (Submitted under 1VOA No. 0-.0•7b.09). 2. 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 E-1 Man 1 el ' erez, P.E. Product Co ri Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amei ca, Ine. foie/A.. "SentryGlas® (Clear and White) Glass Interlayers" dated 06/2.571Z, expi»ng.on .. • 07/04/18.• .... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amet ieA, Inc. for their "Butacite® PVB GIass Interlayer" dated 04/25/15, expiring of (21'1.1/16.. • • 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chen . ompapy.{MA) • • for their "Saflex Clear and Color Glass Interlayers" dated 0641.//.14 expi i ofl 05/21/16. .' F. STATEMENTS '• 1. Statement letter of conformance, complying with FBC-5th Edition (2014) • anti. pf no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & 13, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH -7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 11/06/14 and expiring on 12/27/16. (-741CeAge,0 l Manuel P ez, .E. G(+ Product Control xa finer NOA No. 16- 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-2 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• INSTALLATION ANCHORS: (A) 4 444. A, FRAME HEAD (B) NONE PER FRAME SILL (C) FRAMC JAMBS (SEE SHEET 84) 484 • WINDOW FAME FROR: *DIN 13/d• • • • MA DC. I• (MAX.-TYP. 0 6 ALL CORNERS) 10 1/1' IMAX. ABOVE MEETING RAILS 6' MEETLNG j RAIL - 9 7/8' MAX. BELOW MEETING RAIL 6 MAX. EXT 4. INT. FALSE COLONIAL HUNT?NS ARE APPLIED 9/ W/ 5:LICE4E AND ARE AVAILABLE AS OPTIONAL. General Notes: 1.) TIIIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL, BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND A5 TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL. AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITII SINGLE GLAZE LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEET (73), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL F'RAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS 19 CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FOC CHAPTER 24. SECTION 11.3.3.3. I I.) APPROVAL. APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF TETE 2014 FLORIDA BLDG. CODE. • • • •• • ••• • • • •• • • • •4S TAL•11 ION •NCHORS. • • • (A 4 MA%. AT RARE = U (4 NONE PER y- �ANE' L. • • (CI'R4ME JA ISE SHEET 84) • • •• •• i • • • • Ig 47.000' WINDOW BUCK WIDTH 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) J 53.25' WINDOW RANGE FRAME WIDTH "IMAX./O.C. AI INSTALLATION ANCHORS' (A) 4 MAX. AT FRAME HEAD (5) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET %4 57125' WINDOW FLANGE (RAPE 9(01H I (MAX -TYP Q ALL CORNERS •) 1•3/16- _MA X... ABAV., MEETING RAILS AT 4' MEETING RAILS 0 I . /MAX. BELOW MEETING RAILS MAY. M04. 6.L.O. Wi4t( 42 11/16" 11 1 , SERIES —7700 3 3/4• I— MAX. O C. 6.(MAX.-TYR. • ALL CORNERS) 3/8' IMAX. ABOVE NELI LNG RAILS - 1 AT 6' MEETING RAILS 10 3/1' SMA IMAX. BELOW MEET196 RAILS 6•MAX. 1 M \ I :X: Y (NT. FALSE COLONIAL MI IN1 INS ARE APPLIED W/ WINDOW is (.K WIDTH 9/ SILICONE AND ARE AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) -J WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SINGLE IIUNG IMPACT WINDOW — FLANGE FRAME INSTALLATION ANCHORS:\I : 4 MAX. 4T FRAME HEAD ` (0) NONE PER FRAME SILL �- (C) FRAME JAMBS (SEE SHEET 64N 53125' WINDOW FLAHE FRAME WIDTH .. (TYPICAL- 41 ' ,NLL CORNERS N 9 5/B' AMAX. ABOVE MEEI7175-71Aff S T aT 6' (ffET( (4 I RAILC�_ 9 I/4. MAX BELOW MEE-NG RADL, 6P 4%. a54/6'C I_- 5 (MAX.) _.._. aD.1.0. WiF(h o _: 48 1 1/19: :- ._. _' _—___ 1 M \ I :X: Y (NT. FALSE COLONIAL MI IN1 INS ARE APPLIED W/ WINDOW is (.K WIDTH 9/ SILICONE AND ARE AVAILABLE AS OPTIONAL. UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) -J WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SINGLE IIUNG IMPACT WINDOW — FLANGE FRAME INSTALLATION ANCHORS:\I : 4 MAX. 4T FRAME HEAD ` (0) NONE PER FRAME SILL �- (C) FRAME JAMBS (SEE SHEET 64N 53125' WINDOW FLAHE FRAME WIDTH .. (TYPICAL- 41 ' ,NLL CORNERS N 9 5/B' AMAX. ABOVE MEEI7175-71Aff S T aT 6' (ffET( (4 I RAILC�_ 9 I/4. MAX BELOW MEE-NG RADL, 6P 4%. a54/6'C I_- 5 (MAX.) .KT. 6 INT. FAL. SE COLONIAL --- NNTINS ARE ADPL IED W/ SILICONE AND ARE AIA LL ABLE AS OPTIONAL_ 52105' WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) PRODUCT REVISED 8)S 0^pl(LR8 ,4441,8,4 F1(rida 34 ,te aBRA)16.34003.0j Tmux rB.xo 1W4 2D21 By Muni o Q 0 O o 0 0 o O ? J z6 O O 83340 (D Of CLASS DOORS O O 2 84 MPACT WINDOW 43 0 z w Z W E 0 6 I o o C_7 U E U) S 4- za 7 SE M04, 0.1...0. WA th =';48 11/15,0 .) -+.� :- .KT. 6 INT. FAL. SE COLONIAL --- NNTINS ARE ADPL IED W/ SILICONE AND ARE AIA LL ABLE AS OPTIONAL_ 52105' WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) PRODUCT REVISED 8)S 0^pl(LR8 ,4441,8,4 F1(rida 34 ,te aBRA)16.34003.0j Tmux rB.xo 1W4 2D21 By Muni o Q 0 O o 0 0 o O ? J z6 O O 83340 (D Of CLASS DOORS O O 2 84 MPACT WINDOW 43 0 z w Z W E 0 6 I o o C_7 U E U) S 4- za 7 SE • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • • • •• • •• •• • • • ••• • • • • • ••• 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. \ <SEE ELEVATION AT SHEET Al FOR MAX. FASTENER SPACING) a S I 1/B' MIN LEGE DI _ 014 S.M.S. W/ 1 1/4' ALL WOOD HICKS EN•INEERED 04'ARATEI•Y• • • • MIN. EMBEDMENT INTO WOOD. 8. 'EI BE R•VIEWE• 810 BLDG. •FF4•IAI• (TYP.) • • (SEE ELEVATION AT SHEET 41 - P.T 100D •J06 NO• T BY +AVSC I • •140. • • • FOR MAX. FASTENER SPACING> MUST. SUST#.1N•IMPOSEo LOADS. • ••• • ••• • V . 4 ° 1 I4MIN EMBEDMENT d d ia CO' •A • • •• ••• •• EXTERIOR GRADE PERIMETER CAULKING • • SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 4 MEE T INC RAILS INTERIOR EXTERIOR • • • • EXT GRADE CAULK (-A • • SILICONE ADHESIVE BEDDING COMPOUND rLAM HATED GLASS 24 .PT. WDOD BUCKS INTERIOR 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. ° <SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) I I/O' MIN. •° EDGE DISTANCE EXT. GRADE CAULK 1' MIN. rOGE CISTANCE` EXTERIOR 014 S.M.S. 'V/ I 1/4' I' MIN MIN. EMBEDMENT 1NTll ''41)11D. 7CE DISTANC <SEE ELEVATION AT -SHEET a FOR MAX. FASTENER SPACING) 21, O EXTERIOR GRADE PERIMETER CAULK'N( c ° ° °° d G ° ° ° A4 4 EXT. GRADE CAULK BY OR 2 8Y W000 BUCK 1I•:02V FRAME. VIOTH E.XT. GRADE j -----,,,`\. � CAULK --- �� TY1I1 1/4' MAX. SHIM TYP EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE_ TO BE BACK -BEDDED W/ AN F_XT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER CF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 4412 SMS OR WD. SCREWS INTO WOOD, OR 1 /4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) PRODUCT REVISED a *Rmplying with the Florida Building Code A p144A4 Nk) ICa"t • • 0 (ADO°Dale - - f DETAILS & NOTES L7700-0901 Sl A d Tia fpiix 1i f 1�F 4F ,`01F�si ,• .�>h/may. tzl .14 F 4 0 GLAZING DEPTH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'SILICONE OPTIONS, • • • DOW CORNING fob • • • • SCHNEE-90009009 5731 14E903 SPECTRUM 2 RIA S.M.S. / I L/4' 9011. EalipMENT NO WOW. .13E1 ELEVATE:N.1 SHEET tt FVTENE6 SPACIV • INTE;,ER :VISA NO, SON INDUSOQIES. AI • • • • • ,• • LAMINATED GLASS COMPOSITION - TYPE ITEM I GLASS DESCRIPTION <1/8ANNEALED GLASS 8390' PLASEIC INTERLAYER I/O' ANNEALED GLASS DETAIL 84847 — • • • IAIMINATE EISC•IPTI•N SAFEBTX PIRB ell • 41E1A• OAI 1 LAMINATED GLASS COMPOSITION - TYPE 3 (TRW GLASS DESCRIPTION 1 0 DETalL LAMINATE DESCRIPTION I I/O' ANNEALED GLASS 1 OTT SCNIRYGLAS by Kur 8 -ay Arwrica, Inc. 2 0090" PLASTIC, INTERLATER ARV I I I IAA, BIEDIRIER - - - 3 1/8' ANNEALED GLASS I O' LAMINATED GLASS COMPOSITION - TYPE 4 ITEM GLASS DESCRIPTION 1/8' A.PIEALED GLASS 2 8190' PLASTIC INTERLAYER 3 1/901111090(9 GLASS 033< DETAIL I L I ovo.7 IAMINATE DESCRIPTION 81/121172 PvE by Kurarty 9302:00, Inc. LAMINATED GLASS COMPOSITION - TYPE 5 GLASS DESCRIPTIONc, j+Cti. DETAE.,IL _ LAMINATE DESCRIPTION 2 105 0. PLASTIC /B• HEAT-STRENCHTEGLSS.. A ! .1,- t u 89 1310 PUB ay NTERNED LATER I .urh4-L-L.E.I77.,.7....1„ , CI..,.....,.., 3 , I/O' 4001-SE0EEIGHTENCD GLASSj 1 (1:P () 034,- -, ITEM GLAZING DEPTH "SILICEREC OPTIONS, KIR CUNNING 899 S01480(-MORCHEAD 5731 TRENCLI SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 rrem CIASS DESCRIPTION NEAT-STRENGHTENED GLASS 1 J. 2 10.090' PLAsmc INTERLATER I I 1/13. ERAT-STPCNERTENED GLASiS I/4' INSULATED AIR SPACE c I ANNEALED GLASS DETAIL - 1. ••••••••111 WiREIERERI 0 04 A) LAMINATE DESCRIPTION IRITACITE PUB tY Kuperoy INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM CLASS DESCRIPTION I 1/8' ANNEALED GLASS 2 0.090' PLASTIC 1000101ER 3 I/O' ANNEALED GLASS 4 11/4' INSULATED AIR SPACE 5 11/B. ANNEALED GLASS DETAIL LAMINATE DESCRIPTION SAFLEX PUB by Eastman 020=1161 10, GLAZING DETAILS AND OPTIONS • • • • 1 • • • • • • ▪ • • • ▪ • • • WEA•HER.200. MOISTURE BARRIE BY OTHERS (112. —FAA INTERIOR SmIM SPACE 18 1. GRADE BACK BEDDING TO BE APPLIED ?EMIR() WINDT., FRAME FLANGE $Y INSTALLER MP, APTEMBERT —STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO 30 SPECIFIED BY ARCHITECT DR Gt. 1EXIERIOR FINISH 01 OTHERS, NOT 89 LAVSON INDUSTRIES. INC. EXTERIOR EXT. GRADE PERIMETER CAULKING NOT 09 .1.A4SEIN INDUSTRIES', TO BE APA -IED BY OTHERS OW.) WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION —1 SEE MULLION APPROVALS FOR MULLION ('120, SIZE AND MAX 9ES10N PRESSURE 1.00<1400945. \ (ALUM. 0.075" MIN THICK) NOTE: THE LOWER PRESSURES OF SINGLE p HUNG WINDOW OR PA 'AL SHALL COvERN INTERIOR A 12 X 3/4' S.D.S. r.LAT 4E40, PHILLIPS (SEE ELEVATION ARO DP TABLES 108 CAJANTIP/ AND FASTENER SPACING) EXTERIOR TERIOR GRADE- PERIME TER 04914ING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULLION APPROVALS FOR MULLION TYPE, S1072 AND MAX. OESON PRESSURE 13M1TATiONS. INTERIOR 11010: r1i1 LOWER PRESSURES OF SINGIE </4' MAX. HUNG WINDOW OR MULL SHALk GOVERN SHIM 12 S.O.S. X 1 1/4" L. SEE ELEV FOR SPACING NOTE: 1. ALL STEEL IN CONTACT WITH tr---,7 ALUM. 10 8E PAINTED 00 PLAT(D. 2 METAL 5000CTUR(S A) STEEL = 36 KS< MIN. (STEEL 18 CA. M<N. 00116 - 0.848") 8) ALUmINUm 6003-05 m, (ALUM. 0.078' MiN THICK) PER:MEIER SEALANT EXTERIOR FO WINDOW FRAmE METAL STRUCTURE ATTACHMENJ DETAIL PRODUCT REVISED teolptytsg with 0. Ftricla Building Code Acceplanoe No Bnion Pete By Miami b4e Prodact Contra ID 0 Lo 000 c> 0 _7 P 00 o oo o_ z MANUFACTURER OF IMPACT WINDOW 643 z .4 .S_E RIES-7700 SINGLE HUNG 2 1,1 0 0 34 t71 0 c.1 34 03 101 241 LEI 34 8. 13 EE1 0 6 6 ,r8 0 04 0 0 0 2.43 • •••• • • • .•• •• •• • • . . •. •• • •• • • • • • •• • • • •• . • .•• •• . • • • • • . • . • • • ••. • • • . ••• DESIGN LOAD CAPACITY (PSF) - VIEWWINDOWS W/ iii VENt.S WINDOW # Jamb Anchors fr. /-fyesiures (psfj • Glass Type• 4 • Gras! T'pe • : • G19►s1 Ty114 • 6. WIDTH HEIGHT 19.125 50.625 60.0 • • • •80.0 • I • 8•,0 IMEENIMISMEM 11111MillEXEM6 1.112:11111WW IMILLAMIECIDIEIN 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.080.0 60.0 s • • 8:.0a ..---1154) -•154) 1*1 53.125 50.625 60.0 • 84/0• • • •ROD •• 19.125 59 6 60.0 : 82.0: : : ••8E.0 : 26.5 60.0 e• 8i..0• g :0i1 •• 1 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 MIX.111111101101 53.125 59 80.0 80.0 80.0 60,0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 IMEMI® �� INCEM1111111:211M 53.125 63 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80 0 80.0 ®1111ZIEMII MIIIM® 60.0 80.0 80.0 60.0 80.0 80.0 IICIEE11© 8 60.0 80.0 80.0 ®� 60.0 80.0 80.0 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW 8 Jamb Anchors + / - Pressures (ps0 Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 636 60.0 80.0 80,0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 • •• /CY APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW WIDTH HEIGHT 19.125 26 26.5 26 37 26 26 26 26 38.375 38.375 42 48 53.125 19.125 26.5 Jamb Anchors + / - Pressures (us!) Glass Type 2 Glass Type Glass Type 3 4 Glass Type 5 Glass Type 6 Glass Type 7 4 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 42 36..7/2 48 38.375 J.J. ILS 19.125 26 5 37 42 48 53.125 19.125 26.5 30.3/5 MK E,4 MK - 80 0 K- 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 1 I 80.0 60.0 80.0 80.0 80.0 80.0 80.0 50.625 50 625 80.0 80.0 60.0 80.0 80.0 80.0 C 80.0 50.625 MK - 50.625 6 50.625 50.625 59 59 37 59 42 59 48 59 53.125 59 6 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 - 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 - 80.0 80.0 80.0 80.0 80.0 19.125 63 26.5 63 37 63 42 63 48 63 53.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19.125 74.25 26.5 74.25 37 74.25 42 48 53.125 19.125 74.25 74.25 74.25 78 8 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 74.0 80,0 80.0 26.5 78 37 42 48 78 78 78 8 80.0 80.0 80.0 79.0 80.0 77.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 79.0 71.0 71.0 80.0 80.0 79.0 71.0 APPROVED CONFIGURATIONS - EQUAL LITE PRODUCT REVISED re plying wiai ilre Florida Ouildh 6 Cate Acceptance Nu 1641.1*.1c .. Expi[ati}aa Rete 111 •i Miami cgs tCn 4 ) 0 I ;2,- W 0 O o� o O la. MI z> w ,E. 0 CO M FRAME IMPACT SINGLE HUNG FLANGE SERIES -7700 & CONFIGURATION OPTIONS PRESSURE CHARTS, V 0 0 it a rn 0 0 41 4 d S 1 8 u$, ra o`er tiV • •••• • • • ••• •• •• • • • • •• •• • •• • • •• •• •• ••• • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• FRAME HEAD L-7701 T20 r 2 2.651 ( 8063-75 011.420U4 ) [1 FRAME SILL L-7702 ( 6063-75 ALUMINUM ) 7.431 .500 2.713 VENT INTERLOCK RAIL L-7705 5 6063-06 000111673 1 T Or 2062 FIXED MEETING AIL • • • • ••• •61' •••p L-7704•• • • • • • •• 1 ie • • • • • �• • •t• • ••• • I . 362 079 1.504 • • FRAME TOP CORNs.R rdii3SPRf ALUMINUM ) FRAME JAMB L-7703( 6063-T6 ALMINUM ) 250-1 7 643 500 1_ VENT BOTTOM RAIL L-7706 ( 6063-T6 ALUMINUM ) 062 381 VENT JAMB RAIL 1-7707 7707 ( 8063-16 0101I60 375 ) VENT SPRING LATCH L-7539 GLAZING BEAD L-7708 `J ( 6063-73 A0014I41 GLAZING BEAD L--7711 16 ( 6063-76 ALUMINUM ) GLAZING BEAD L-4204 ( 6063- 5 ALUMINUM i—U5 608 FRAM; BOTTOM CORNER VENT TOP CORNER VENT J. RAIL WENT TOP RAIL. C/ VENT ROTTOM RAI VONT BOTTOM CORNER FRAME Sc SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART fj REQD. DESCRIPTION REMARKS 1 L-78011 FIN FRAME HEAD 6063-06 ALUMINUM 2 --7602 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 0IN FRAME JAMB 6063-T6 ALUMINUM 4 L.-7704 1 ERA,0 FIXED MEETING RAR 6063-06 ALUMINUM 5 L-77051 VENT MEETING <TOP) RAIL 6063-06 ALUMINUM 6 L-77061 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-05 ALUMINUM 8 L-7706 AS REQD. GLAZING BEAD 0 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REQD. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 10 FS -040 AS REQD. INSTALLATION SCREWS 914 X 1 1/4' F,H./13411. 11 L-7531 AS REQD. BULB VINYL VTS'P 1/4' DIA. BULB 43033 12 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187'6.350" 14 PWS -009 AS 260'6. FIN SEAL WEATHERSTRIP .187'6.310' 15 4C-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-15 ALUMINUM 17 L-4204 AS RE0'0. GLAZING BEAD - RADIUS 6063-05 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 1-7725 2 RIGID VINYL SASH STOP (2 0 FRAME) 20 L-7727 2 BLOCK 5 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 ,TX LATCH VENT LATCH SPRING STAINLESS STEEL 23 M AS REO'D. GLAZING SILICONE SEE GLAZING 9 SHT. 3 24 ■ 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -050-1 2 VENT SWEEP LATCH MOLDED NYLON 27 6 2 FRAME SILL FOAM GASKET SELF ADHESIVE 20 HC -026--1 SCREEN FRAME 5 MESH 29 L-7730 1 PRODUCT' LABEL 30 6 M 6 M 31 SM -5504 AS REQD, .10160 SEALANT SM -5504 32 M AS REQD. PERIMETER ACRYLIC CAULK DST POLYSEAMSEAL PRODUCT REVISED as complying with Hae Floral Building Cad? Acceptance Tun00 Exxfl.ati6rt f,0� b 0 b b to 0 7 m 0 In 0 - • La -JZ o 0 m M a 'z 0 MANUFACTURER O O F U 0. G7 FLANGE FR W a Z U 0 1 2 L7700-0901 SERIES -7700__ SINGLE z MK-H,J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct Control Section 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 Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami 1)4de County) res erve the right to have this product or material tested for quality assurance purposes. If this 'product or lrlajitial fails to perform in the accepted manner, the manufacturer will incur the expense of suck dating and the, AHJ may immediately revoke, modify, or suspend the use of such product or material wjt4iintheir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --D County hyoditct Control Section that this product or material fails to meet the requirements of the appltd 'lepuildirlgee4e. This product is approved as described herein, and has been designed to comply with• th• e Florida 1 uilc Ing Code, including the High Velocity Hurricane Zone. • MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/econo my • . . • • DESCRIPTION: Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window.- L.M I. ' ••••• APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series -4204162130 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 087414, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 ••••.• • • • 000000 • • 000000 • • 00000 • • •••.• 000000 • • 000000 • • •••..• • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200=-6200-1201, titled "Series -4200-6200 Flange France Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 an art.4id a recta$pular fin -frame fixed window, prepared by Hurricane Engineering •Vs:testing, Inc, Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated•S3/0�5/12, signed and •• • sealed by .Rafael Droz-Seda, P. E. • •. ...... (Submitted under previous NOA No. 12-0307.06) .... . • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2014$.. • 2) Cyclic Wind Pressure Loading per FBC, TAS 24394 • •• along with marked -up drawings and installation diagram of a 1ectmular-; Vtittular arch- and an elliptical arch fin -flame fixed window, prerared by •i7ccane Engineering & Testing,. Inc., Test Reports No.'s HETI-09-2614, dated 09/41/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09--2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, I ETI -09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) C:4 Jaime D. Gascon, p E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-1 ...... • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03--1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) •• 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : 2) Uniform Static Air Pressure Test, Loading per7BC, TAS.282•-24 3) Water Resistance Test, per FBC, TAS 202-9}..: • • along with marked—up drawings and installation diagram of a citi aidr arch jjn 6 -frame :....: fixed window, prepared by Hurricane Engineering & Testing, Iris Fest Reeoft4 /la's• • • •' HETI-02-1215, dated 04/08/02 and HETI—01-1193, dated 04/.E..32„both §igned and .... • • sealed by Hector Medina, P. E. • • • ..... (Submitted under previous NOA No. 02-0701.01) • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20.1-94 2) Cyclic Wind Pressure Loading per FBC, TA» .t 3:-94 ... . .. .... along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI—01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E--2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS • • 1. Statement letter of conformance to and complying with FBCC '4 •Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thorfaui. Sotet , I E. 2. Department of State Certification of LAWSON INDUSTRIESS.M G, as a for. profit corporation, active and organized under the laws of the Stare •ct Florida, dated •04/11/14 and filed at the Secretary of State. • • • 3. Statement letter of conformance, complying with FBC-2010, iss ie. liy mangy Fedi. rer, .. : • • dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. ""•• . (Submitted under previous NDA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufac iii j .dated t37D2/12, . . ..... . .• • . . •. • ...... signed and sealed by Thomas J. Sotos, P. E. ... . • . • . (Submitted under previous NOA No. 12-0307.06) ' • 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HET.I-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, IIETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. E-3 Jaime D Gascon'P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 • • • • • • • • •• • •• • ••• •• • •• • • • • S • • • • •• • • SERIES -4200 1 6200 FIXED IMPACT WIN1MW :-:FLA1dGG 7.RAME•: •�. • . • • • . APPROVED WINDOW ELEVATIONS f I?: IMMPACT): • • . •. • • • • T WINDOW HEIGHT VINDOV VI➢TH OUARTFR– ROUND ELFVATION WINDOW WIDTH HALF–ROUND TYPICAL ELEVATION WINDOW HEIGHT WINDOW NEIGH HEXAGOILSGPICAL 0 EVATON WINDOW WIDTH RECTANGULAR TYPICAL ELEVATION VINDOV HEIGHT L WINDOW HEIGHT FULL ROUND TYPICAL FI FVADON WINDOW WIDTH RECIARMAILDEICAULLI210011 WINDOW HEIGHT LWINDOW WIDTH WINDOW HE jGHT OVAL TYPICAL 11 ENATION WINDOW WIDTH LEG HT J.EOGFD FYF PROW ELEVATION L� WINDOW HEIGHT L\ WINDOW WIDTH WINDOW HEIGH OCTAGON TYPICAL ELEVATION WINDOW WIDTH 'ELLIPTICAL' TYPICAL ELEVATION •• • •• r WINDOW WIDTH ••• • • •' • ••• ARCHED PICTURE WINDOW WINDOW HEIGHT L WINDOW WIDTH J ^- a PI T IR WINDOW ENATION WINDOW HEIGHT LE HT. WINDOW VI➢TH L I .1 a 1 L WINDOW HE 1 WINDOW WIDTH OUARTFC–ROUND ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 6'IHAX. TYP. AT CORNERS TYPICAL ELEVATION TESTED UNIT NOSE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. PRODUCT REVISED Os complytug wag the Florida Building Code Acceptance No �• o • Da •i?",#- By Mang 'da Product 0011110 EXT. 8 INT. FALSE COLONIAL HUNT INS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO RE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 301.. IN THE HVHZ. THE I. G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014. Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) AL1. METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. M 01 O 0 (0 3 W ZS M =66 –1Z ifT0330. ro N ci) a RATIONS AND N W 0 � 0 'i O Lj 1 0 I 0 m 0 1 5 5 8d 1 si 18 1 z 1 1 • •••• • • •• •• • • •• • •• • • • • ••• • • • • • • • • • ••• • •• • • ••• • • . • .• 814 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 8 FOR MAX. INTERIOR FI NOT BY LA WEATHERP MOISTURE BY OTHER I AS I LNLN SPACING) —''''. N1SH vv KAX INTERIOR MK SPACE 'SON INDUSTRIES, INC. 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ('`y BAR _* BARRIEQ (TYP.: 2X _ 2X ‘,.•(,, usw........i ` 1 1/4' MIN. EMBEDMENT • EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) C I '• = —___ a SAY hYf..weteN,wer t. STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G,C. (EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, INC. EXTERI( EXT. GRADE PERIMETER CAULKING NOT BY LAVSON INDUSTRIES', TO BE APPLIED 8Y OTHERS (TYP.) YyQOD FRAME INSTALLATION DETAIL • ALL 4/ODD BUCKS ENGINFjE(ED SEP ATEL/Y� • • Ii • O 11E REV WWEID DY BLDG, OFI AL (TYP.: • • • • •• • • • • • • • • • •• • •• I'•1NN. • • • • • • 6f eil� • •••• • I' MIN. DGE DISTANC • • • • • W U ••• �q W � 814 SH.$. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 81 FOR MAX, FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND —LAMINATED GLASS .PT. W00 BUCKS 1/4' TAPCON V/ 1 1/4' TMIN EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 81 • FOR MAX. FASTENER SPACING) r ° ealemeiatto 0, 11 W,VAW, 1 1/4' MIN. EMBEDM T 1 I/4' MIN. EMBEDMENT 1 1/8' MIN. ° °. EDGE DISTANCE EXT. GRADE CAULK 814 S.H.S. V/ 1 1/4' M1N. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM TYP 1 BY OR 2 BY %DOD BUCK EXTERIOR EXTERIOR GRADE PERIMETER CAULKING --VIN0OV FRAME WIDTH 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET *1 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGL DISTARC RT WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1 4' MIN.°' AEMBEDMENT • 4.' 4. 4. 4. EXTERIOR GRADE PERIMETER CAULKING IIII� BEDDINGSILICONE E COMPOUND Y EXTERIOR INTERIOR b EXTERIOR GRADE PERIMETER CAULKING LAMINATED GLASS 4 • .PiIAD;UCT 4VISED ] 4/4' MIN, 04141,84MM PbliMD EMBEDMENTPIjIdi(),.Cade a ° • I • =AatipDm6DND J_• • l' A[pSmso�DEUS cf) 0 O z 0 0 z E 1 1 1 1 (N 18 0 o z 0 R: 1 4 o0p111 1l►►►►! WINDOW INSTALLATION NOTES: 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS 0R WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC, AT 12' 0,C, MAX. 1/4' MAX. SHIM TYP 1 BY OR 2 BY %DOD BUCK EXTERIOR EXTERIOR GRADE PERIMETER CAULKING --VIN0OV FRAME WIDTH 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET *1 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGL DISTARC RT WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1 4' MIN.°' AEMBEDMENT • 4.' 4. 4. 4. EXTERIOR GRADE PERIMETER CAULKING IIII� BEDDINGSILICONE E COMPOUND Y EXTERIOR INTERIOR b EXTERIOR GRADE PERIMETER CAULKING LAMINATED GLASS 4 • .PiIAD;UCT 4VISED ] 4/4' MIN, 04141,84MM PbliMD EMBEDMENTPIjIdi(),.Cade a ° • I • =AatipDm6DND J_• • l' A[pSmso�DEUS cf) 0 O z 0 0 z E 1 1 1 1 (N 18 0 o z 0 R: 1 4 o0p111 1l►►►►! • •••• • • •• •• • •. • ••• • • • ••• . • • • . •• • 8501 N.W. 90 ST. 1 L . I/ 0.J 1 d MEDLEY. FLORIDA 33166 (INDUS'T'RIES, XNC. ) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS TYPES AND GLAZING DETAILS o 0) N I o CV °� N R 1 LAMINATED INSULATED GLASS COMPOSITION TYPE B • • • • • 5/)6" LA1,iiNATED AS, (9MPOSITION - TYPE A �S• SILICONE ITEM DESCRIPTION DETAIL • • • • • REM ••Guess, DESI,NP'EIt1 • • • R) DETAIL SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 1 1/8' ANN. GLASS • • • 1 • L8' 44NEILED GLASS • 1,1/ ;, ,;_,_,;,: _;,,,_, TREMCO SPECTRUM 2 1%B. 41 1 • • 2 •! DOT P•'Li-�UPSIT •0090' 2 0090' SAFLEX PVH-SOLUTIA ■ 4 .1/4� O "' • ..0�o' I/O' ANNEALED GLASS >._._._._ 0 0.346' I I ��••� 3 1/8' ANNEALED GLASS am -• £. == S== 4 1/4' INSULATED AIR SPACE .9L0"' 1 _ 0.340.3 I •' (• 5 ) 1/8' ANNEALED OR TEMPERED GLASS T •• 5%.6' GLASS COMPOSITION - TYPE LAMINATED • • :TEC AMINATED • • •• ". GASS•DESCRIPTIOY • • Q DETAIL ti !!! MONOLITHIC • LAMINATED INSULATED GLASS COMPOSITION TYPE C • • • 1 • • • l•I8' •FST-ST�ENGHTENED•GLASS 1 )/ 1_-_-='=_=�= I ITEM DESCRIPTION DETAIL 1 • • • • .0.090'1 GLAZING STOP • 2• 09o.BU ACRE PVB-DURINT I •-•• I 1 1/8' ANNEALED GLASS 3T/16' %i�_ �j' 3 •• 1/8' HEAT-STRENGHTENED GLASS J` 0 Q 0.3+0' 0 CIRCULAR WOWS. 2 0.090' SAFLEX PVB-SOLUTIA I 1 I ■ ® V4 a'n• 3 1/8' ANNEALED GLASS ,ro' ai==== 13/32" LAMINATED GLASS COMPOSITION - TYPE E INATED 0 LAMINATED © 4 1/4' INSULATED AIR SPACE A 6f+r NO ='-'"''- - GLASS DESCRIPTION © DETAIL NOLITHIC MONOLITHIC - - WAWA a� 5 CO 3/16' ANNEALED OR TEMPERED GLASS 1ITEM 1 3/16' HEAT-STRENGHTENED GLASS •1/s" - - -=_=- - �! O.o90 LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVA-SOLUTIA 3/16EBBE ► 12900' DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS ....•.. ••. '. O Q 0.406"-- l 1/8' HEAT-STRENGHTENED GLASS '--�'. 2 0.090' BUTACITE PVB-DUPONT 1�8, _.__._____:_=;4 �� -J., ■ 0 1„• 7 18” LAMINATED GLASS COMPOSITION - TYPE H 0.600' GLAZING DEPTH ITEM GLASS DESCRIPTION © DETAIL GLAZING DEPTH 3 1/8' HEAT-STRENGHTENED GLASS ,ro" �anr AT='==== 4 1/4' INSULATED AIR SPACE I .1'=-01-.�==-= .-_ �� 1 I 3/16' ANNEALED GLASS 3/16• _ _ . _� 5 (e) 1/8' ANNEALED OR TEMPERED GLASS 1' I I 2 0.090' SAFLEX PVB-SOLUT1A 3/16• ..- - - - - - LAMINATED -- 3 3/16' ANNEALED GLASS r 0 0 _0 1 MONOLITHIC 'SILICONE PPTIPNS', LAMINATED INSULATED GLASS COMPOSITION TYPE G DOW CORNING 899 ITEM DESCRIPTION 1 DETAIL 7 16" LAMINATED GLASS COMPOSITION - TYPE I �.:M� SCHNEE-SPECTRUM 5731 1 1/8' HEAT-STRENGHTENED GLASS J/16 ;_� 0 TREMCO SPECTRUM 2 2 0.090' BUTACITE PVB-DUPONT .■ ® .1/4• ITEM GLASS DESCRIPTION DETAIL 1 3/16' ANNEALED GLASS 3/16_ . ::- _ _ _:_:____ _� 3 1/8' HEAT-STRENGHTENED GLASS ,ro• `aki=�' I 2 0.090' BUTACITE PVH-DUPONT a 3/16' _ ==:=-j 0.460' ` 0.60D GLAZING DEPTH 4 1/4' INSULATED AIR SPACE I iro• DEMO -___,,_,= a310" 1 5 (•) 3/16' ANNEALED OR TEMPERED GLASS I 3 3/16' ANNEALED GLASS O Q ;_'==__ IRe4.4e,.Iretor A. Revised date for the 2014 FBC V +;1 10 a T. P LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/18" LAMINATED GLASS COMPOSITION - TYPE 7 LAMINATED/MONOLITHIC GLASS 17910 GLASS DESCRIPTION LQ�",1 DETAIL TYPICAL GLAZING DETAIL ITEM DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16" r•_l 1 3/16' HEAT-STRENGHTENED GLASS ::_`__-_ _ ___=_ _a� 2 0.090' BUTACITE PVH-DUPONT DUPONT ' ■ ® ,1/4' 2 0.090' SGP-DUPONT 03/16• JA6• z 44 RRRiiiE x �'. ` 3 3/16' HEAT- STRENGHTENED GLASS mt. v,a• E)7.L;=.TT TT 3 3/16' HEAT- S TRENGHTENED GLASS 1011 1 U1'' _ _,_1 4 1/4' INSULATED AIR SPACE s _ _ - _ - _ I f)V 5 3/16' TEMPERED GLASS T 7/18" LAMINATED GLASS COMPOSITION - TYPE K Notes: 1.) SEE SHEET 4 FOR DESIGN ITEM GLASS DESCRIPTION 1_01( DETAIL LOADS LOAD CAPACITY TABLES. * 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 0 t 3/16' HEAT-STRENGHTENED GLASS ff 3/16• .. __ __-7- f �� 1 2 0,090' BUTACITE PVB-DUPONT ' /16 'a/1r6'-_:.-:�`__-:='=1 a46o• 3 3/16' HEAT-STRENGHTENED GLASS i C0'' U. 4 btu N O O •� ` (t �. (C3 ��tA ..!,•, 1 • '••l .7 �• 1 ,,I...... - T .•1{�1 i 111\ a P PRODUCTRGVIS 0 " • 4 aacanP1Y�£++'iiH tlID Florida Lii.''/��[[��� AcceptanceceNo �� r 2�1 18 Es�� NLimtDDaJl Ploduncoulrol eE # I�i SILICONE OPTIONS', �rl �r\ ESSEBEESEMESE DOW CORNING 899 NEENFABID SCHNEE-SOREHEAD 5731 �'• l • TREMCO SPECTRUM 2 :•:• — LAMINATED INSULATED LAMINATED/INSULATED LAMINATED -0.600•- INSULATED GLAZING DEPTH GLAZING GLASS TYPICAL GLAZING -0.600'- DEPTH DETAIL • . •.• ••,•• • • . •• • • •.. •.. • • •• • • ••• •• • • • • • . • • • • • ••• • •• • • ••. 8501 90 iJl 31 C I S 1 C MEDLEY, FLORIDA ST. LORI A33166 (IND T.7 SZ RIE S. INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES-4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS DESIGN PRESSURE CHARTS "taut Refinms• /Amnion L4200-6200-1201sm't 4 OF 5 �� ~ 42008200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACIJY - PSI, 4200.6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES �; • • • • �WINIld 1 DIMS. GLASS TYPES WIDTH LENGTH A 8 C D E F G &I • I, ' J • IS• • • WIDTH, LENGTH A 8 C D E F G H 1 J K L (in.) (in4 +/- DP H- DP +/- DP +I- DP +/- OP +/- OP +/- OP +/•DP •H- Ip +/- IFF a /- , P +I- DP • (in.* +/- DP H- DP +/- DP +1- DP 4/- DP +/- DP +/- DP +/- DP +/- DP +/- DP +/- DP • +I -DP 24' 68 68 68 68 65 68 ' 68 • 743• C8 7. • •• • 65 68• • 9-17tr' _lin.) 68 66 68 _ 68 65 66 68 68 30' 68 68 68 68 65 68 68 68 86 78 • 65 68 • 1T.. 68 63 68 68 68 78 65 68 36' 68 68 88 68 65 68 68 68 68 78 6568 37" 26" 68 65 e8 68 63 68 78 65 68 47' 36" 68 66 68 68 65 e8 68 68 68 78 65 68 48" 68 68 68 68 68 68 65 68 68 68 68 68 " 78 65 68 48' 68 68 88 68 65 68 68 68 • 4 611 78 6(1 65 68 68 68 68 78 65 68 54" 68 68 68 88 65 68 68 681 66 • • ZD F. _ _ "r• 53-118' 68 68 68 68 65 68 68 68 68 78 65 68 60' 68 68 68 68 65 68 68 68 • 64 • • . • jil • • 5• M K -J 68 88 68 68 68 68 68cip 68 68 68 68 78 65 68 24" 68 68 68 68 65 68 68 68 = • i6 a 65,3f' 68 68 68 68 68 78 65 68 30' 88 68 68 68 65 68 68 • 118 d 45 . IT3c-R'.a 68 68 68 68 65 68 68 662 66.2 78 65 63 36" 68 68 68 68 65 68 . 68 10 6% • 78• •5 • .58 460 • 68 88 66 66 65 68 68 63.8 638 78 65 68 47' 48" 68 68 68 68 65 68 68 64.7 583 78 65 68 • 68 68 68 68 65 68 68 63.8 63.8 78 65 68 48 68 68 68 68 65 68 68 56.6 51 78 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 54" 65 68 26-112' 68 68 68 68 65 68 68 68 68 78 65 68 60" x x x x x x 68 68 65 65 68 68 68 68 56.6 51 78 65 68 37" 50-5/8' 68 68 68 68 65 68 68 68.2 662 78 65 68 24" 68 68 68 68 65 68 68 x 68 x BB 78 78 65 65 68 4B'_ x x x 68 65 68 68 x 51 78 65 68 30' 68 68 68 68 65 68 88 e8 68 78 65 68 68 53-1 kr' x x x 68 65 68 68 x x 78 65 68 68 89 68 68 65 68 68 68 68 78 65 19.1/6' 68 68 68 68 65 68 68 83 68 78 65 68 .__36.'......_. 42' 60" x x x 68 65 68 88 ' 64.7 583 7Q 65 68 68 261/2., 66 68 68 68 65 68 68 fib 68 78 65 68 46' x x x 68 65 68 68 37" 58" 68 68 88 68 85 68 68 x 66.2 78 65 68 54" x x x x 65 x x x x x x 78 78 65 65 68 68 �., x x x 68 65 68 68 x x 78 85 68 60' x x x x 65 x x x x 78 65 68 531 ' x x x x 65 66 x x x 78 65 68 24" 88 6'8 68 88 85 68 66 68 68 78 85 69- 19-1/8' 68 68 88 68 65 88 88 68 68 78 65 68 .'......_ 68 68 68 68 65 88 68 68 68 78 65 68 26-1/2" 88 68 68 68 66 68 68 68 68 78 65 68 ...__ 36' x x x 88 65 68 65.5 68 78 85 68 37' 63" x x x 68 85 68 68 8 662 78 65 68 72" x x x x 65 _68 88 x x x 78 65 68 46' x x x x 66 68 x x x 78 65 68 4B' x x x x 65 x x x x 78 65 68 53-1/8" x x x x 65 69 x x x 78 65 68 54" x x x x 65 x x x x 74.7 - 65 68 19-1/8" 68 66 68 68 65 68 68 69 68 78 65 68 60' x x x x 65 x x x x 72 65 68 26-1/2'' 68 68 68 68 65 66 68 x 68 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 .• 74" x x x 68 68 68 x x 78 65 68 • MK -E 68 _ 68 68 68 65 68 68 68 68 78 65 68 Wall x x x x 68 x x x 75.6 85 68 36' x x x 68 65 68 68 64.9 68 78 65 68 x x x x 68 x x x 72 65 68 47' 74" x x x x 65 x x x x 78 65 68 19-1/8T 68 68 68 68 65 68 68 68 68 78 65 68 48' x x x x 65 x x x x 75.6 65 88 26-1/2' 68 68 68 68 65 68 68 x 68 78 65 68 54" x x x x 65 x x x x 71.5 65 68 3T'1/4" x x x 68 65 68 68 x x 78 85 6860' x x x x 65 x x x x 687 85 68 48' x x x x 65 68 x x x 75.2 65 68_ 24" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8 68 68 68 x 65 68 x x x 71.8 65 68 30' x x x 68 65 68 68 68 68 78 65 68 36' 84" x x x x 65 68 x x x 78 65 68 IS S V., �I a m 47' x x x x 65 x x x x 78 65 68 48' x x x x 65 x x x x 73.5 65 66 24" 68 68 68 68 65 68 68 68 88 78 85 68 30' 96" x x x 68 65 68 68 x x 78 65 68 36" x x x x 65 x x x x 78 65 68 47' x x x 65 x x x x. 76.8 65 68 •x F E i Y 1 i 1 0 i 11 Z 24" x x x 68 65 68 68 68 68 78 65 66 30' 10B' x x x x 65 x x x x 78 65 68 Notes (*): 36' x x x x 65 x x x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 24" x x x 68 65 68 66 x x 78 65 68 30' 120' x x x x 65 x x x x 78 65 68 )1( 2,) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED 36' x x x x 65 x x x x 74.1 65 68 ABOVE 30 F. IN THE HVHZ, THE 142, EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). `' L ,,`,`,,,4*11111x, ,,,I. ;� N i W �`. v2', `� ten: .0 �. ,9fn . 7- •: .J� '`,_`I a .4, .. I ",/r,/�II7t •• p1i,,,,` WI F 4 Fa 3 7 PRODUCT REVISED • complying with the Florida .h 'Building Code 72o Q Acceptance No 8 0 Data 1 4LV MBE: WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED EFyy ^ Control VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. `Mnm adc Pm C