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WS-17-2970Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-12-17-2970 ■ Permit Type: Windows/Shutters oils Classification: Window/Door Repiacem Permit Status: APPROVED Issue=gate. 12/21 2017 Expiration: 06/24/2018 Parcel Number Applicant 9220 BISCAYNE Boulevard Miami Shores, FL 1132060141460 Block: Lot: 9220 BISCAYNE LLC Owner Information 9220 BISCAYNE LLC Address 1110 BRICKEL 4 MIAMI FL 33131-31 (, '' Phone (786)703-7002 Cell 1110 BRICKELL Avenuea MIAMI FL 33131-3132 Contractor(s) Phone CeII Phone ALL CONSTRUCTION RES0412 ES IN (305)970-0167 Type of Work: REPLACE EXISTING WINDOWS TO IMP�i� No of Openings: 52 Additional Info: REPLACE EXISTING WINDOWS TO IMPACT Classification: Residential Scanning: 3 CANCELLED Valuation: Total Sq Feet: $ 42,000.00 0 Y . ,,,i , i_ , Fees Due Amount .. CCF $25.20 DBPR Fee $9.30 DCA Fee $6.20 Education Surcharge $8.40 Permit Fee $620.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $9.00 Technology Fee $33.60 Total: $791.70 ,Iirayj Date Pay Type Amt Paid Amt Due Invoice # WS-12-17-65940 12/26/2017 Check #: 3762 $ 741.70 $ 50.00 12/19/2017 Check #: 3695 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. thermore, I authorize the above -named contractor to do the work stated. zed Signatj/ Applicant / Contractor / Agent December 26, 2017 Date Building D rtment Copy December 26, 2017 1 2RJ(oS (siren- 30s- 910 ol(ei y.. w 1 Value OrWork for this Permit: $ 2i 2c,1 NeLbS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LIM HONE NUMBER: (305) 762-4949 t; AICELV2r BUILDING Master Permit No. N1 S `-9— 2q 0 r PERMIT APPLICATION Sub Permit No. El BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: - l22 RECEIVED DEC 19 I017 r'I ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores - , County: Miami Dade Zip: 3313E Folio/Parcel#: .1— 320Q — 014- — 14,Io 0 Is the Building Historically Designated: Yes ' NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 92 o 8/5 rws L./..0 OWNER: Name (Fee Simple Titleholder): (Lv tO ,&L,t bit Address:.: 720 S. S �1Q26 fl c E i 0 , 11 City: & 1 tate: L.h'._ Phone#: b 6/ - -a-C-33 Zip: 33I ±I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ,drlc., P, S t'7. -0 TIO 1 ill ia.0 Address: t o,Q,c 'S4,1 Phone#: City: Mil Itirfq.,( State: C L. Zip: 331 74 Qualifier Name: L 't-OS Pl L Phone#: 3 DS - 970 - O/6 7 State Certification or Registration #: C 5e, I ZS 334 i Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear Footage of Work: ❑ New ❑ Repair/Replace ❑ Demolition 4 2 000 - cc. Type of Work: ❑ Addition ❑ Alteration Description of Work: P tr Pt4€ L 51-1 G w w now S T t lu PA 52 I N VOWj f .ww.... fi,r -r+ v Yi;'L...,..', Specify color of color thru tile: !`.i.'1",15.. :!: { < w,. Submittal Fee $ Permit Fee $ 6 2_0 ' q CCF $ CO/CC"$ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Ff.)' CKN Bond $ TOTAL FEE NOW DUE $ R 4 I ' -40 (Revised02/24/2014) 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 °,i + +' 0 J. j 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 afthe job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenceof such posted notice, `the inspection will not be approved and a reinspection feel will be charged. Signature OWNER or AGENT ************************s**** APPROVED BY (Revised02/24/2014) �/ 7 '' � CONTRACTOR/''� v The foregoing instrume t w acknowledged before me this The foregoing instrument was acknowledged before me this OA day of" EStVS' , 20 t1 by I day ofPEQ , 20 by , t ' t jo itk 1A�:\E11, who is personally known to 7 * K Ai c 2 , who is personally known to. , c PL.- Die --We ' C.t Cl. as y -it.' 'Is. Signature me or who has produced as - me or who has produced identification and who did take an oath: NOTARY PUBLIC: " Sign: identification and who did take an oath. NOTARY. PUBLIC: tSign: Print: �`'(& ,.` N 0.TORRISI Print: ''7'4 C�— �C Z- ' MISSION N FF08400{ Seal: .`� EXPIRES Febnray23,2020 Seal: f ,,0.11 . j Jats3 • ANAISAGOMEZ •IndMrou S�Mp.apP a , id �- L.�i �. Notary'Puhlic-State of Florida r �P: Comm ssicn = GG 091590 �•, ****************************** s iss* *s* * 41'rr�t**Comm E c * s1 l2� 1** ** ..{ Plans Examiner d Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: /2//5/// ekti,os pewez.____ Qualifier/Owner Signature Date Print Name 12/19/2017 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1460 Property Address: 9220 BISCAYNE BLVD Miami Shores, FL 33138-2979 Owner 9220 BISCAYNE LLC Mailing Address 1110 BRICKELL AVE #404 MIAMI, FL 33131 USA PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0803 MULTIFAMILY 2-9 UNITS : MULTIFAMILY 3 OR MORE UNITS Beds / Baths / Half 16 / 8 / 0 Floors 2 Living Units 8 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 6,372 Sq.Ft Lot Size 19,500 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $585,000 $585,000 $351,000 Building Value $256,116 $243,920 $219,528 XF Value $6,145 $6,161 $4,811 Market Value $847,261 $835,081 $575,339 Assessed Value $847,261 $835,081 $568,376 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $6,963 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 3 & 4 BLK 63 LOT SIZE IRREGULAR OR 18337-1904 1098 1 Generated On : 12/19/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $847,261 $835,081 $568,376 School Board Exemption Value $0 $0 $0 Taxable Value $847,261 $835,081 $575,339 City Exemption Value $0 $0 $0 Taxable Value $847,261 $835,081 $568,376 Regional Exemption Value $0 $0 $0 Taxable Value $847,261 $835,081 $568,376 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/25/2015 $1,125,000 29869-3937 Qual by exam of deed 10/01/1998 $360,000 18337-1904 Sales which are qualified 03/01/1987 $250,000 13233-1339 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 12/19/2017 Detail by Entity Name DIVISION Or CORPORATIONS DJ Y.I iO!`I of ( � Jan ulfiriul &true of Florida website Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company (9220:BISCAYNE•LL-C - Filing Information Document Number L15000172555 FEI/EIN Number 47-5346250 Date Filed 10/09/2015 State FL Status ACTIVE Principal Address 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Mailing Address 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Registered Agent Name & Address NRAI SERVICES INC 1200 S PINE ISLAND RD PLANTATION, FL 33324 Authorized Person(s) Detail Name & Address Title AMBR TEJO FLORIDA II LLC 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Title AMBR BLACKROSE PARTNERS LLC 1110 BRICKELL AVE STE 404 MIAMI, FL 33131 Title MGR —GOILII/IOTO; JEAN 1110 BRICKELLAVE-STE 404 MIAMI. FL 33131 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityN ame&directionType=lnitial&searchNameOrder=9220BISCAYN E%2 .. 1/2 POWER OF ATTORNEY The undersigned hereby authorizes Mr. Bruno Halimi to act as my representative in regard to the property located at 9220 Biscayne Blvd , Miami Shores, Florida 33138. ean=Guilmotom==5, MGR Sworn to and signed before me, this 17 day of Miami, Florida USA Not AftiNt4 MARTIN G TQS$RISI ' * • s MY COMMISSION N FF964004 EXPIRES February 23.2020 ,4Oi) 3 e O* 3 ►rone.NotIV. aorn 2017 tate of Florida. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} [Lawson Industries,, -Ind 8501 NW 90 Street Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv . . . SCOPE: •••• • This NOA is being issued under the applicable rules and regulations governill1 " ruse of cditstruction • materials. The documentation submitted has been reviewed and accepted by Mi�an'u'-i7ade Couii RER:...: Product Control Section to be used in Miami Dade County and other areas whereMowed by:the• tithority. • •. Having Jurisdiction (AHJ). . •• This NOA shall not be valid after the expiration date stated below. The Miami-Daa''pflnty Mita Control • • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.GoYtity) reserve the right • to have this product or material tested for quality assurance purposes. If this product` or material fails iv* • • • • perform in the accepted manner, the manufacturer will incur the expense of suclj te%trng and•the AHJ may immediately revoke, modify, or suspend the use of such product or material withi r their jurisditstipn, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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.- CDESCRIPTION: Series `HS-8700_(F11nge-Frame) Aluminum HorizontalSliding' Window - APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and 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 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. 14-0908.14 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 Manuel Perez, P.E. • C-NOA No. 170222.14TJ Expiration Date:_Apri111, 2021-3 Approval Date: April 13, 2017 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal.Rolling Window", sheets 1 through 10 of 10, dated 05/30/09, with reuisto; C prepared by manufacturer, signed and sealed by Thomas J. Sott Pa.E. B. TESTS .... . . 1••• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . .. 2) Uniform Static Air Pressure Test, Loadingper•F$C, TA 202-94 3) Water Resistance Test, per FBC, TAS 202 94:': '. 4) Forced Entry Test, per FBC 2411.3.2.1, a4 TAS 20244. • : • along with marked -up drawings and installation diagram of•a 'aliminu.hoiizont •••: sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. 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 aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Flbfge •Impart.... dated 02/10/17, • •• . . . • • • • • • anu I Perez, P.E. Product on of Examiner NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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-A4 • • 4) Large Missile Impact Test per FBC, TAS 2et-94 •. •. 5) Cyclic Wind Pressure Loading per FBC, T'ttSrd3-94 • •. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS.2Q2-94 . along with marked -up drawings and installation diagram of 8 %peeirnens . (Submitted under NOA No. 09-0706.05) 6. 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) . . of an aluminum horizontal sliding window, XO configuration; prepared by 1 Itficane• • • • • Engineering & Testing, Inc., Test Reports No. HETI-08-2033,'II1 TI-08-2'R34, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2P; YETI--8 2,J16A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candid() F. F4iif, I'.E. . • . .•• . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 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 America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers; dated 06/25/16, expiring on 07/04/18. E-2 Ma Product C NOA Expiration Date: Approval Date: rez, P.E. xaminer o. 17-0222.14 April 11, 2022 April 13, 2017 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. • 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed WThomas • • • • J. Sotos, P.E.• ••• • •• •• •• •• (Submitted under NOA No. 12-0127.08) • • • 3. Laboratory compliance letter for Test Reports No. HETI-10-312n' HETI-10O3048, • HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3Q 1e HETl i0.3652B,..... HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-313L1, DTI-10-ad31, ' ' HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-104, all issttl! ty • Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23ZrrMi 04/25/11, signed •• and sealed by Candido F. Font, P.E.• •• • (Submitted under NOA No. 11-0705.10) • 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by IIaxricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal . Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co rol E miner NOA-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) r awson Industries, Inc.-1 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.miamidad e.gov/economy • • • • • •• • • • • • •• • • • • • • • � • • • This NOA is being issued under the applicable rules and regulations governinggthe.use of mrtsSructicfn materials. The documentation submitted has been reviewed and accepted by Mi'df-"Dade County RER - . Product Control Section to be used in .Miami Dade County and other areas wherraVo ed by:theAuthont% Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami-Dajle Cotjnty Prpducj Control. •„� Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dads County) re:CM'tbe right • to have this product or material tested for quality assurance purposes. If this proddct:or material•fails to • perform in the accepted manner, the manufacturer will incur the expense of such testing and the'Afru may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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.1 APPROVAL DOCUMENT: Drawing No. L7700-0901, 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 APPROVED NOA No. 16-1003.011 Expiration Date: (December 27, 2021 Approval Date: December 15, 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. gauge Adria 'Impact..:. Window", sheets 1 through 5 of 5, dated 05/27/09 with revision •C dated 109/21/1 §, • •• • prepared by manufacturer, and signed and sealed by Thomas 1'Sdtas, P.E •• •.•. . B. TESTS . .. • . . • • •.• •• • • • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pr 1BC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2it3-94 • along with marked -up drawings and installation diagram of an aluminum sirigfe hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706 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 Man erez, P.E. Product Co • Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-1 • • . . • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • •• • •• • ••• •• • • E. MATERIAL CERTIFICATIONS • r•• 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmtflC t, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 0N21415, a •piag on 07/04/18. • •• • • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. fat:their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring, m 24'11/16. • 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chtmicai Contpau'4MA7 for their "Saflex Clear and Color Glass Interlayers" dated d6119/ 4, exitingion 05/21/16. •• .• • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of 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 & B, 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. E-2 Manuel P ez, .E. Product Control xa finer NOA No. 16- 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 • RECEN DEC 192i7 2c1 w Miami Shores Village APPROVED BY DATE ZONING DEPT IIIIIMIFIIIEEI BLDG iIEPT dszliii �� 7,,,- UBJE$ IfTOCCMPLL8 WITH E`• STATE ANC) CCUN1Y -LES AND REGULATIONS 3'-3' o *-` 11111=iiIIIIIIII = 6 :- 3'-2' 0 is 4 PROPOSED MASTER BEDROOM IP-4 PROPOSED KITCHEN II IIIIIIIIL I IIII 2 PROPOSED ;- GREAT ROOM 00 I ICIIICIIIHIIIII IUIII!II 1i 1'_4. B,_3. 00 PROPOSED KITCHEN 0 0 Unit 2 Unit 1 13'-3 7_ PROPOSED in GREAT ROOM 16,_4. 3'- 6'-0 EGRESS 10'-II 3'-4' 1; '} 2'-9' } 3' S 5'-4' IIrI111111h11111.11=-111111M\IIIu1I1111u11II1 u1II111.=.1111111111111u111O1 IIuIIIIlIIII.' I I 1' 6'-3' F 2' 3'-0' L1 I I 3'-8' 1 3'-2' 10'-II' O = os �•— PROPOSED MASTER BEDROCT1 .4. 12'-2' -- --h I V 1 V --T7n n—I - A ' ri-- _-1—n I I �•— �n 0 1 G 4 _ PROPOSED = MASTER BEDROOM 2' _ 2'- 9'-3' — - { — I 9'-3' 2' 12'-2' ;F fi 5'-0' 1 1' II' L T-4' 041 - eD 5'-0' PROPOSED BEDROOM 33 ♦ ❑1 m 4'-4 !/IIu1'11uiiui11I11111 II 1u111-- rIIIh 3'-3' 4,-5' 6'-0' 0 2'-II 1'-8' • 8'-0' b'-0' op °P PROPOSED • 52 KITCHEN 00 Unit 3 I'-3' I —SEE ENLARGED PLAN ON SHEET A-9J -0' qo OFOSED KITCHEN w00' Unit 4 I'-3' ITC/FEAT ROOM b'-0' NOTE: PROVIDE 4' t1F,APAY's A2ON" TIE A/C U41T,TYP N ALL AC CLOSET& AGQEE_SE10315. SCOPE OF SOW DOER 71416 PERMIT SHALL SE LPMED INTERIOR RENCOELN5 OF • Nit N N TOTAL, REDESIGN EACH UST t0 ADD LP A 641I4ROOFL SIMIAN R3AWDELS4 AC REIR CEPINT INSTALL NEI 614614ERANDER ELEGTRIG4L PANELS AND PESO 6E¢NCE TO COFPLY U11N QIFIRBIT CODE REPLACE 6E'TlC TANG, UNDO) RE'LAY:VENT. ALL DECPLIE6 TO COFPLT W1N QIRBR cane BUILDING LEGEND EXISTING FIRST FLOOR AREA EXIBTNG SECOND FLOOR AREA TOTAL BUILDING 3,R2 SF. 3,112 SF. 6,344 SF. CODE 114FOR UTA I MN SCOPE OF WORK TO COMPLY WITH THE PROVISIONS OF F$:CLEXISTNG) 2014 tM EDITION REVISION. TYPE OF WORK: ALTERATION LEVEL 3 TO COMPLY WITH THE PROVISIONS OF CHAPTER 1 4 8 FOR LEVEL 1 4 2 AS WELL A5 CHAPTER 9. TYPE OF OCCUPANCY: R 2 CONSTRUCTION! TYPE: V UNPROTECTED A 0 1i1 L I❑ 0 1 8'-0' =a PROPOSED BEDROOM 7 I1 2.-!0 3' 3' • ♦ NOTE 1: ALL THE GLASS OF FRENCH DOOR AND GLASS IN 3025. ADJACENT TO TUBS 4 SHOWER COMPARTMENTS MUST BE CAT -II- SAFETY GLAZING TO COMPLY THE SEC. FBC. 2411.6.2 NOTE 2: GLASS THICKNESS FOR AL_ WOWS. 15 3/16' ANN. GLASS PER N.OA. ATTACHED. NOTE 3: EXTERIOR DOCRs 4 WOWS, ROOF TRUSSES, ROOFING MEMBRANE UNDER SEPARATE PERMIT. NOTE 4, WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 PER R315.1 WALL ANC CEILING FINISHES SHALL HAVE SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R3152 • • ; • • • • NOTE 5: IN THE BATHROOM PROV. FLOOR TILE, WALL TILE 4 WALL BASE FINISH TO COMPLY THE SEC. R 3012FBC. 'Shower compartments shall have floors and walls constructed of smooth, corrosion resistant and nonabsorbent water-resistant materials tc a height of not less than 12 inches (1118 mm) above t44 compartment floor at the drain'. •• • • • • • •• •• NOTE 6: EGRESS WINDOW Minimum size. The minimum net clear opening height dimension shall be 24 Inches (6I0 mm). The minimum net clear opening width dimension shall be 20 Inches (508 mm). The minimum net clear opening area shall be 5.1 sq It (053 m'2). • • • • • •• • EXIT DOORS TO COMPLY W/ NFPA 101:31.2,1.2 IN ACCORDANCE WITH SECTION 24.2: EXIT DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM EGRESS SIDE WHENEVER THE Fou LONG 15 OCCUPIED. LOCKS IF PROVIDED SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE INSIDE OF THE BUILDING, IN ACCORDANCE WITH SECTION'12.1.5.1 OF THE NFPA 101 LIFE SAFETY CODE (2015 EDITION). EGRESS WINDOWS TO COMPLY WITH NFPA 101,24.223.3 SEE NOTe-5 ON THIS SHEET. CHANGES IN LEVEL: NO CILAWA IN FLOOR LEVEL IN ALL COMMON AREAS, SHALL EXCEED 1/4' VERTICAL OR i/2' WITH A 1:2 BEVEL N ACCORDANCE WITH SECTION 11.452. OF THE FLORIDA BUILDING CODE 2014. WACONTRACTOR TO PROVIDE A SMOOTH FLOOR SURFACE. EXISTING CONCRETE SLAB TO BE FREE IT HOLES. G.C. TO _EVEL OUT SLAB AND LEAVE READY FOR FLOORING CONTRACTOR liggrok A- 1E¢I6AL NOTES: L- CONTRACTOR SHALL vERFY ALL DU-ENSIONS 4 CQORI@i5 4T THE 517E BEFORE CONSTRICTION EES14 . 2. 6ATHUOG1 FLOORS BASE TO BE GP IMPERvIC15 MAMMAL AS PER FBL. 2014 A- ALL U14TER CLOSETS, LAVATORIES 4 wnl6R HEADS. &ALL COMPLY W/ FBL. 4.- PROVIDE CEMENT BOARD N ALL WET AREAS TO COLT F.B.C. 2014. �• &6jETY &4415 NOTE: 4 SIDIER GLASS DOOR 1 GLASS ENCLOSURE SHALL COMPLY W/ FBL. PROVIDE CATEGORY It GLAZING. PRODUCTS. SMOKED DETECTOR NDTE ® PROPOSED SMOKED DETECTOR LIGHTNG NOTE, SEE REFLECTED CEILING PLAN CN SHEET A-4 TO COMPLETE SPECFIC4TICN. WALL LEGEND TY SECTION DESCRIPTION FIRE ILPE REMARKS 0 EXI5TU6 8' masce4zy WALL 2HR N/A EJ(ISTNG TO iEMAN IIMIIIIII11 I I (( I 2 PROPOSED NC!! -RATED PARTITION CCN516114G OF I2' DRYWALL BOTH 81DE5 OvER 6' OR 35y' CHANNEL -SHAPED 5T0D5 • 24. OL. WA N/"' PROVIDE 20 G.A. STUDS N ALL RESTR011 WALLS. TERIINATE PARTITION a .g-6' AFF. (PROVIDE 3', R-U BATT INSULATION DRYWALL TO RECEIVE PANT. SEE FINISH SCHEDILE. f • - •I• • ••-• • • • • i 4 3" 5 JD ow.- ow� DATE: 02-09-16 SCALE: AS SHOMM �FROJECT No, DRAWINO No. A-4 OF A-9 ••- •• ••• • ••• • •• ••• ••• • • ••• • ' ` \ y 3' 3' j 3' 2' 13'-0' I\ I o I c> o " ❑ 11111i. 111111111111111111111.11111111 I I _ \ 1 `I° t) II'-0' MAS P EDR001'I PROPOSED KITCIEN :0 a - 11111 6Y7,7 11111.1111 III 00 PROPOSED KITCHEN 13'-4' \ a= \— . 1111X 0' 1 2'-11' \l'-11' / 1 0 l'-4' EGRESS PROPOSED BEDRO M 2t-3' PROPOSED I GREAT ROd1 a III III 11 111111111111111 1111 Unit 7 cl Unfit 8 13'•3' 2 6'-0 EGRESS EGRESS 10 c 3 11E411111 3'-2 1'-1' 1 0 12'-9' 3'- 6'-3' 5'-4' op 6'-3' i- 1 pR KrrcaeaD I = KITC4 1r-15 I---- — 31•2' L 3'-0' 1.-10'L 3'-8' I ❑ I©I o I'Il l l l l l ll®1p 1111l ll11l 1111111l%il.1 /_E'? 12'-9' I ❑ 5 -0, -t v PROPOSED GREAT ROOM 13'-1' 4 6'-0' —01 Unlit = Unit ij VITT- 1'-3' J.4) 3' 0' 4' 0' II PROPOSED GREAT ROOM 13'-1' 1'-3' 6'-0' -t -71 3'-2' 6'- I' / ® I/ / 6' / / � �"� 9 ui 0 mass* BEDRD011 I A / y�• S'-0' 3' 3 5' 4' -3' PROPOSED GREAT ROOM 2 .D / PROPOdED MASTERY SEDROC M / / / I I'-0' EGRESS 711111 II 1 /I ❑ I O / 3'-3' 6'-0' 4 5'-0' II III 1111 I 11 1I-4' 9'-II' C) 6'-0 9 4' 4' NOTE, PFlOvCE 4' CLEARANCE AROUND TIE A/C IWT,TTT' N ALL MC cLoeETe. SCOPE OF WORK SCOPE CP WORK UNDER THIS PERMIT SHALL BE LIMITED INTERIOR REMODELING O 8 WIT W IN TOTAL, REDESIGN EACH UNIT TO ODD LF A BATHROOM. KITCHEN REMODELING, A/C REPLACEMENT INSTALL NEW WASHER/DRYER, ELECTRICAL PANELS AND NEW SERACE TO COMPLY WITH CURRENT CODE. REPLACE SEPTIC TANKS. Ud2DOIU REPLACEMENT_ ALL DISCIPLINES TO COMPLY WITH CURRENT CODE. BUILDING LEGEND 3,112 SF. 3,112 SF. EXISTING FIRST FLOOR AREA EXISTING SECOND FLOOR AREA TOTAL BUILDING 6344 5F. Proposed Second Floor Plan 1/4° 1/3\ CODE INFORMATION SCOPE OF WORK TO CCMPLY WITH THE PROVISIONS OF F.B.C.(EXISTING) 2014 5th EDITION REVISION. TYPE OF WORK: ALTERATION LEVEL 3 TO COMPLY" WITH THE PRCVISIONS OF CHAPTER 1 4 5 FOR LEVEL 14 2 AS WELL A5 CHAPTER 5. TYPE OF OCCUPANCY: R 2 CONSTRUCTION TYPE: V UNPROTECTED E O NOTE 1: ALL THE GLASS OF FRENCH DOUR AND GLASS IN WDIU5. ADJACENT TO TUBS 4 SHOWER COMPARTMENTS MUST 5E CAT -II- SAFETY GLAZING TO COMPLY THE SEC. FBC:. 2411.62 NOTE 2: GLOSS THICKNESS FOR ALL WDU,S. 15 3/16' ANN. GLASS PER NO.4. ATTACHED. NOTE 3: EXTERIOR DOORS 4 WDW5, ROOF TRUSSES, ROOFING MEMBRANE UNDER SEPARATE PERMIT. NOTE 4: WALL AND CEI_IN G FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 PER R315.1 WALL AND CEI_ING FINISHES SHALL HAVE SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R315.2 • • • • • •• • •••••I• .•II • • • • • NOTE 5: IN THE BATHROOM PROP. FLOOR. TILE, WALL TILE 4 WALL BASE FINISH TO COMPLY THE SEG. R 3012FBC. 'Shower compartments shall have !'lours and walls constructed of smooth, corrosion resistant and nonabsorbent nater•resistant materials to a height of not less than 12 inches (I11E•mm) • above the • • compartment Floor at the drain'. • • • • • • • • • • • • •• •• • • NOTE 6: EGRESS WINDOW Minimum size. The minimum rat clear opening height dimension shall be 24 inches (610 mm). The minlmum net clear opening width dimension shall be 20 inches (506 mm?. The minimum net clear opening area shall be 5.1 sq ft (0.53 m'2). EAT DOORS TO CCMPLY W/ NFPA 101:312.12 IN ACCORDANCE WITH SECTIONL24.2. �( ALL EXIT DOORS SHALL 5E ARRANGED TO BE OPENED READILY' FROM EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS IF PROVIDED SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR Er'�. CRT FOR OPERATION FROM THE INSIDE OF THE BUILDING, IN ACCORDANCE WITH SECTION 1.2.1.5.1 OF THE NFPA 101 LIFE SAFETY CODE (2.015 EDITION). _GRESS WINDOWS TO COMPLY WITH NFPA 101:24.22.3.3 SEE NOTE-5 ON TH15 5HEET. HANES IN LEVEL: NO CHANGE IN FLOOR LEVEL IN ALL COMMON AREAS, SHAL_ EXCEED 1/4' VERTICAL OR 1/2' WITH A 1:2 BEVEL IN ACCORDANCE WITH SECTION 11-45.2. OF THE FLORIDA BUILDING COGE 2014. GENERAL CONTRACTOR TO PROVIDE A SMOOTH FLOOR SURFACE. ExISTING CONCRETE SLAB TO 5E FREE OF PIT HOLES. G.C. TO LEVEL OUT SLAB AND LEAVE READY FOR FLOORING CONTRACTOR. NOTES: A- GENERAL NOTES. L- CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1 CONDITIONS AT THE SITE BEFORE CONSTRUCTION BEGINS. 2.- BATHROOM FL001 1 BASE TO BE CF IMPERVIOUS MATERIAL AS PER FBC. 2014 3.- ALL WATER CLOSETS. LAVATORIES 1 S1OCR HEADS SHALL COMPLY W/ FBC. 4.- PROVIDE CEMENT BOARD IN ALL WET AREAS 10 CCMPLY W/ FBC. 2014. B- SAFETY GLASS NOTE: L- SHOVER GLASS DOOR 1 GLASS ENCLOSURE SHALL COMPLY W/ FBC. PROVIDE CATEGORY II Gt4ZEG PRODUCTS. -DOOR NU-IBER WALL - TYPE F7 WALL TYPE DESIGNATION SECTION--, NAME SECTION — TAKEN FROM SHEET • SECTION APPEARS ON SHEET I. SECTION DESIGNATION SMOKED DETECTOR NOTE SD PROPOSED SMOKED DETECTOR LIGHTING NOTE: SEE RE-LEC1ED CEILING PLAN ON SHEET 4-4 TO COMPLETE SPECIFICATION. REVISIONS: 11— W • yW • • •I� j' • < ••5,• •. •Z • ays er°•• 11 t� W LL • _• a�• • 0 y••p• ••111 • 1- o • • • 0 :• • °••• �W • • --e•• •• WALL LEGEND TYPE SECTION DESCRIPTION FIRE UL REMARKS 0 EXISTING S' MASONRY WALL WAR N/A EXISTING TO REMAIN 111111111111111 2ZEMESSZWES2 ❑ PROPOSEPARTITION D NON -RATED PARTITN CONSISTING OF I/ODRYWALL BOTH SIDES O ER 6' CR 3'te• CHANNEL -SHAPED STUDS A 24' OC. N/A N/4 PROVIDE 20 G4. 51UD5v IN ALL RESTROOM U4:LL5. TERMINATE PARTITION .9'.6' OFF. (PROVIDE 3', R-II BATT INSULATION DRYWALL TO RECEIVE PAINT. SEE FINISH SCHEDULE- • 5 DATE: 02-09-16 SCALE: AS SHOWN PROJECT Na DRAWING No. A-4.1 OFA-9 •• • •• • •• • • •• •• • 6' -0' ZONE 5 P.-65D•P5F P••5U2 IMF b' 0' i 0 ZQE P..SUmPSF 60' e ZQE 4 P.-55.15 PSF P.4U2 PEF IOE5 P. eate 132 OW iA 6' 0' ZOE 4 P.-55.15 P5F •5132- PSF 6'-0' ZRE 4 P.-55.15 PSF p..5L32 PSF CV ' 20R 4 60 6' 0' um s o Z € 4 5 r —a— 4 — P..5 PPSF -eV P.-55.15 PSF 7r.5132-- P5F— —P.05132717F P.-5P 5.D5F — ZOE 5 P.-6S0•P5F P..5U2 PCP V 0 ZONE 5 P 6113 P5F P.•5W P5F NOTE: NO EXTERIOR WORK TO 8E DONE OTHER THAN WINDOW REPLAc-EntNT Proposed South Elevation 1/4' 6' ZONE 5 P.-65D•PSF P Y, a5F cP Z 0• P..55.15 ref P.45132 .PEP L_ ♦ 6' 0' ZCaE 4 P.-55.15 P5F ,P..5132 PEE 0' ZONE 5 P.•650•PSF P-u513.2_ 4110 0 6' 0' ZONE 4 P.-55.15 P5F ..6t328F 0 6' 0' ZONE 4 1 P. 55.8 PSF P. 5132 PSF ♦ 0 6' 0' ZONE 5 P*-650BPW P•3W _ESF ZONE 5 P.-6505P5F P..5G42 PSF a 6' 0' ZONE P.-6.05PSF P••�J32 � 0 6'-0' IOW 5 P.-6505P5F _R.•5132 *IF Proposed East Elevation 1/4' • • • •• •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • W z • • Ide e • • ." • W • • • • ••• • • • • • a • • • • • • i • • • • • • • • o W Q V UPLRI Q LL oo >00 W � M7•: 02-09-18 SCALE AS SHOWN • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • A-6 OF A-8 • -•- -fr..... •- 7,-, z.. , 1 1 77 7, 'i, a: ,4- =1- ' 0 V-10' 0 0 ,:s- 3.-2' 3-2 a.' 6.' ° • i, , INIFM13111 03 - ONE 5 =E= _Lcm...L P.-5551 P5F •5L.1.- 4.- i-. ..OKE 5 0.-161.'3 P.3 1 p.-67.13 P5F --4 ' . 5712--PSF"- .•5,7-P5F- - - - .i---I r--,-- ,I 0 _LIPI. TM 3'2' 1 -1 6' 0' j,_ 1 b' °. 4 3':2' 1-i&E-4- ," 19"g_, .. -5551 F5F 1P.-55 5 P54 P5F ,S.,5114-_ j___Z ...4 - --• -1134-- P.•5,14 PS. - - ra-33113 per, — _ P.• 5,51 P5.1 '5134 F•ti 1-1-I I Proposed North Elevation 1/4" NOTE: NO F.XTER'OR WORK TO BE DONE OTHER THAN WNOUREPL4CE-7-1ENT H 6' 0' • 2:0,E 5 P•-‘512,51.5F P=.5l32 -R5F 0 I, I, ZONE 5 6 0' - nr" 3'-2' ICRE-4- '.3 11»ral-171.- ZONE 4 P.-5551 FS., P,•51.!-.4 pSF 4 3-2 Zae 4 P • 555, P5F 3-2 ‘ONE .81 P::rill ' Oil I -1 -t 3-2' 1-zoiE a P5F, 3'-'' zo..E 1P,51:4-P5F1- - 1==1 Proposed West Elevation 1/4" z • • retTo •••• • ••• lI • • • • • • • • • • • • • • • • • • • • • • • • • Po • • • • • I • • I age! 0Oij 111E21 oJ < 0 we (/)W4 CnEgi gi 001: 02-09-10 au: AS SHOWN rtIrm:41 -o.ici•FA-131 Finish Room Schedule ROOM FLOOR BASE BOARD WALL CEILING REMARKS Existing Breeze Way Exp. Concrete N/A NIA Exposed Proposed Great Room Ceramic Tile Wood Drywall Exposed Proposed Kitchen Ceramic Tile Wood Drywall Drywall Proposed Bathrooms Ceramic Tile Wood Drywall Drywall Proposed Bedroom Ceramic Tile Wood Stucco Exposed Proposed M. Bedroom Ceramic Tile Wood Drywall Exposed Window Schedule Gym size type material finish frame remarks city w h Q6'-0' 4'-S' l-1oriz. rolling aluminum clear white By others to prov. noa. 29 © 3'-2' 4'-5' $. F tIn_g aluminum clear white By others to prov. noa. 19 © 1- M � If6 3-1 2 1➢ 11 aluminum clear white 59 others to prov. noa. e existing existing existing existing existingexisting existing existing DOOR NOTES I- DOOR AND FRAMES WALL BE REINFORCED FOR .RFACE MONIED FLASTW.P A8 REOUIRED. 14ARDWARE LULL BE DRILLED MO TAPPED AT THE FACTORY. 2- ALL HOLLOW PETAL DOORS MND FR4I1E5 WILL BE P1.106PHATIIE♦D AND SHALL RECEIVE OE COAT OF BA KD-01 FRIER PANT AT FACTORY. DOORS TO RECEIVE ENAMEL PARR FINISH COLOR TO BE SELECTED BY TENANT. EXTERIOR DOORS, COLOR TO MATCH EXISTING) 3- ALL 14AJOW4rE LOC4TICN8 ON TLE DOOR AIO FRAME ARE TO BE STANDARD LOCATION FOR NAIDINRE 4- ALL DOORS AND HAR E:ARE SHALL COR.Y 114714 NMOIGIP 580) EP88T8 (16 LEVER N41OLE9) 5- CONTRACTOR SHALL EWE SHOP DRAURN SON ALL DOORS AND FRRMES. 6- PROVIDE 2 • 4 WOOD BLOCKRI6 AR.VO PEIi3'ETB2 OF ALL DOOR OPENRGB. 1- PROVIDE WDFISUT CN DOORS ROIG4TED ON ANK4L MAILINGS. 8- PROVIDE N4GER-24F FLOOR DOOR STOPS AT ALL DOORS. 9- ALL WOOD DOORS TO BE FLLBH TYPE PANT GRADE QUALM FRISK COLOR TO BE SELECTED BY TB4MNT. 10- NMN'1➢44m TO BE IMAGE' SER ES-F-LEVCN NMOLE TYPE LOCKS£TB W 260 FN64. BALDING I1AR A1RE EN4L4 BE KEYED TO ONE MASTER KEY. n- PROVIDE DORM-641000R CLOSER AT 6PECFIED DOORS. SEE DOOR 8r1.1Prwm F O- PROVIDE DOOR SILENCERS AT ALL NOLLOU PETAL FRAMES. B- CONTRACTOR 18 TO PR:N IDE RILL POND AYE 6042PLE FOR A CANTECMS APPR vAL. 1- CONTRACTOR WALL MULE N TEAS PRICE AN ALLOBIAR E OF 450." PER DOOR FOR N480144RE 2.- v12411. 1 CERAMIC TILE TO BE SELECTED BY DIRER 3.- ALL STUCCO SURFACES SMALL PE FRAMED PRIOR TO RECE YI G TWO COATS OF EMERBOR LATEX PANT. 4.- ALL DRYWALL SURFACES SHALL BE ERRED PRIOR TO RECEPAT6 TWO COATS OF INTERIM LATEX PANT. 5: USE EPDXY PANT FERN ON BATFROOrI WALLS. 6.- CERAMIC ME TO BE SELECTED BY CRIER WINDOW SHALL BE A SEPARATE PERM. FOR ALL WPC PIEB44FE8 REFER TO tIE STR611FAL CALOLATTC N4. ALL WINDOWS 84441.L BE RECO VERIFY. NOTES: DOOR OPER4TICN SHALL COMPLY 1I18 THE FOLLOWING RE0LRB'ENT6 1808)2- EGRESS DOOR 6401.1 BE BIDE -HINGED SWNGNG MCA- EGRESS DOORS SHALL f7E READILY OP8443LE FROM TIE EfAEN SIDE WI1140.111NE USE OF A KEY OR SPECIAL Q4OILEDGE OR EFFORT. 100319- PARC 114Rre— SHALL COt0PLY 43TH NNE FOLLWNC A- TIE ACTUATNG PORTION OF TIE RELEASE* DEVICE SWYL ExTDE AT LEAST 0E-14ALF O THE DOOR LEAF WMTH. B- MAX6111 INLAND** FORCE OF 5 PONDS. (61 N) n•413.9- N 504445E SHALL BE LEVER TYPE, PUSH TYPE MO U !NAPE HMOLE& I1-4D10- CLOSER TO BE ADJUSTED SO TWAT FRCP TIE OPEN POMION OF 10' THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MO1E TO A PONT 3' FROM TIE LATCH MEASUIED EDGE OF DOOR 11.4I3I1- DOOR OPBNNG FORCE. A- EXIEROR HINGED DOOR 85 Et (318 N) B- N1ERQt NFEED DOOR 5 br (222 N) C- SLIDNG OR FODNG 5 br (222 N) Door Schedule door no. size type material finish frame remarks cIty w h thick 0 3'-0' 6'-8' 13/4' swinging wood painted wood 16 © 2'-8' 6'-8' 13/4' swinging wood painted wood 32 0 (2) 3'-2' 6'-8' 13/4' bifold wood painted wood 8 ® (2) 2'-6' 6'-8' 1 3/4' bifold wood painted wood 8 2'-2' 6'-8' 1 3/4' bifold wood painted wood 8 6'-0' ;4- ZONE 5 P.-68DeP4F P.4132 POP ZONE 4 P.-55.15 PE P..5132 P4F ZO➢E 5 P.-6 .13 PE P..51.14 P4F ZONE 4 P.-5551 PE P•.5144 P6F Window Elevations CD W. DIMS. PER WINDOW MANUF. REQUIREMENTS 1 x 3 PT WOOD BLOCKING W/ V4' DIA. x 2 3/4' TAPCON CONC. SCREWS W/ A MN. EMBEDMENT OF 1 V4' INTO CONC. SPACED 6' FROM EA END AND BALANCED AS IT IS DESCRIBED IN THE NOTICE OF ACCEPTANCE W.EATHERBTRIPING PERIMETER CAULKING AND BACK BEDDING TIT. 8TUCC0 FIN (TN.) IR' DRYWALL OVER 17O' P.T. PURRING STRIPS • 24' 0.C. W/ SPRAYED CELLULOSE (R.3) CONTINUOS CAULKIF ALL AROUND OPENING. Detail NTS (UNOCAL) SILL DETAIL) . . . • . .. . • • . ...• . . .... • • • • • • • • •• • V4' CORROSION RESISTANCE APPROVED CONCRETE SCREW ANCHORS CONTILO5 CAULKING ALL AROUND OPENING. 1'2/.3' P.T. WOOD BLOCKING (TOP) ON RILL BED O SEALANT. CONTINUOS CAULKING ALL AROUND OPENING. 8/8' SMOOTH STUCCO FIN184-. 8' n 8' CONCRETE SILL . • a • • • • • • .• • •.•. • •..• • ... • • •.. .•.• •� • .... • • • • • • a rc a c 3 w C 01 a ti 02.0916 IMAM, AS SHOVIN Air A-8 OF A-8 1/4' TAPC❑N W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE D a v. ,yp .r 4'. 17. EXTERIOR GRADE PERIMETER CAULKING I-- I - 0 0 LJ W _ _ W Y 0 • t, X z a< m CU L. E L a Q 1.. IY t.`' 3 3 0 0 Z la Z 3 3 EXTERIOR EXTERIOR GRADE PERIMETER CAULKING • Q „ 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED yt11- BY THE GLAZING SYSTEM „ 4 }S- 1 1/4'i'MIN. 4 °' 4 EMBEDMENT 4. 4 4. 4.. 4. 0 I 4 4 44 • 1I 4 O 4. a 1 1/4' MIN. EMBEDMENT 4 4. 1/4' MAX. SHIM SPACE CTYP.) 4 4 I 4 CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/4' MAX. oSHIM SPACE CTYP.) 4. 4 4 EXT. GRADE CAULK °4 4 /1 a a 4 1 4 1 1/8' MIN. . EDGE DISTANCE! STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON NDUSTRIES, INC. TY�ti , ;� v fY1: ����..{{```Vi�� ~sY ' ,„10/1W EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES", TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTI❑NAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #5, & #6. 4 V 4 ° 'SHIM SPACE ° (TYP.) 1 I/4' MIN. EMBEDMENT,4. 4 I44v .. 1/4' MAX. OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 1' EDGE 2X #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) MIN. i A-4111117NCE 00.0 i r, gi 2X Tr___ ii it ii 1 1/4" (MIN. EMBED.) TYP. Il 4 ! I „ 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL 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-#12-SMS-OR-WD.-SCREWS _INT❑ WOOD, OR • 4' TAPCONS-or-APPROVED CONC. FASTENERS INTO-CONC., DZI7H_A-MINIMUM GF LA/ 4'-PENETRATION INTO -WOOD -OR/ -CONC: (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building. Code Acceptance No i eApiiatiom Date kAy Dade Pro co 1_a M 1) No a 0.)O -J 3 � • • zLu • •• • W J • a 1110 4al • :0100: 0400 •• r••• r • •• •• ••1 • • • • • • • •• 0 10 co 1 tD (r m O z_ V w e•��z 2 •. ei I I:z z • • •fZ n :..:.z r • 14•N tr � •O C. O 0 T" CO I• U2 MANUFACTURER OPTIONAL DETAI a z 0 0. 0 a 0 N 0 0 S" 0 ▪ 0 d h 0 s z 0 z m • J 1 czaI H d A • • • • • : • • • • • • • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) EM 111)v>t . ,� u a li Biala IVA'AVA VA aa,It MIN. 1/4' MAX. SHIM SPACE (TYP.) LAMINATED GLASS ENT [t4EEE4'4((<(<-{[<tE4EfF` ))))>>}}}}}}}}}y->)) /kfffEEEEFE-E1-4<-<-<1<<Eff f l «fEfEEhSr r.44A 1!<!E6, STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 411, EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) SILICONE ADHESIVE BEDDING COMPOUND LOCK (LATCH AND SWEEP) OPTIONS 1. 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. INTERIOR 5;7 EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 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 #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. SHIM SPACE (TYP.) EXT. GRADE CAULK - .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 EMBEDMENT n 1 1/8'1 MIN. EDGE .DISTANCE a. PRODUCT REVISED as compiyiag with the Florida Building Code Acceptancm No • 0222. /4• P tea ' 4 Dete By JAM . Dade Frodttx-t to 0 io co w 1 w rn co co 1., N) 0 E2 O)O In _eM i �� o •• z • • ••fir tL •••• • .. • • •• .• CLASS DOORS ta 14. D z E< 400 W CJ mic .'7 O E~a- 0 z o z 0 E� U a a z W gl wC • z „Z• < rn • •M•� •EE.•Si • cn � a O w x 0 E-� en U (n to O U O O co rn 1 0 O y • Mb 51, 1 .10 O 2 m � 0 d H p� 5 0 N z O N z • • • • •• • .••• • •••• • ••• • • ••• .••• . . •••• • • • • • • 0 /// ,//' o/ // // i// //, © <= O c ____ 41) • \\ \�\ O CD o NOTE: OX7 �XO) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al. B. & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. // /// '/� , \\ \\ \\s \\\ \� O O CD XOX —Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B. & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0m // /// -//-, // <= // /// •// f // /// ,//.- // ® e => O cp 1 XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES--8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (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 ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN 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 WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS_ 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING 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. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 'i ODUC i' REVISED as complying with the Florida 13uildin Code Acceptance No ! 1/4 t4. Rxpiration Dole t pr r f f, ?.b22 By Miato Dade Ptodoet co ▪ co M 105 `c to .1C ?al to o o� OJ 0 M •• •J • •••• I• •. •1t..• 0 z x a u) z Cb • � • h1 • : •k .7). •:. •Et • It ^t• 0' w j 0 Ll z 0 001 ••d Pam. . v •13 •ix . • ,1 0 O O N co cn x w 0 z aa APPROVED ELEVATIONS, AND GE c 0 iI •• • •..••• •o .. • •O • P••• .• • 0 W X 0 tY W z U • TEST UNIT SIZE: 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. h TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (8) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD & SILLS 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF C4 TOTAL) 16.781" MAX. O.C.] 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) FTi i 5- Mox. D.L.O. Width \\If A co Max. Vent D.L.O:‘ Height = S6 7/16" i 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT 7 EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1. "XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION ➢ETAILS 'A, AL B, & B1' AT SHEET k3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. & E' AT SHEET 115 Max. D.L.O. Width a = 24 3/8", in r-- to // II L ///to '/ O/ O c V . - o Q 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) f * 2" —I (MAX. O.C.) TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. ) (TYPICAL AT 5' ALL CORNERS) I 13 1/4' 0.C. 1 g1/4' O.C. 13 1/4' O.C. MoJ . D.L.O. Akidth 33 t AT 5'ALL CORNERS) 13 1/4' 0.C. 13 1/4' 0.C. 13 1/4' 0.C. 13 1/4' OC. 5. ANCHOR NOTES: 1. SAME ANCHOR SPAC NG AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTE& 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 115 EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE AND ARE AVAILABLE AS OPTIONAL. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT .110- 0m 14' 4 1/2i 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 5- [---14" (MAX. 0.C.1 c Mok D.LO. Width 30 r. • {; ii n n i ii u u J. - il i\ n ii i i\ W II1 II u II !I 1 II a Mox. Fixed D.L.;. Height '= 57 9/16" - N o//" II ///_ // 6 c g (D-(E) I , I ANCHOR NOTES 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL> C"XO" WINDOW EQUAL—LITE -3 NOTES ( "OX" REVERSED ) i 1 1/4' O.C. 13 1/4' D.C. 13 1/4' O.C. EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl- AT SHEET a3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET i14 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED a& c©1ltpiyillg with the Florida Building Cade Acceptance Iva I - 022 ilaWFistiom Date By s�iiat i >t::dePrm%i .12 • ••,- ••gm tO r w 0 W 7 • • • • • • • • • •• • •• Change this sheet • • the FBC-2014 'B' - Revised GLASS DOORS O M 0 z L z N O Q z U O z • 0 z a a 0 0 I 44 p'�J5ia194t�� d 0 • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED <SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) 1111 nt1111:1\1t11►111111Ut1!UNI EXT. GRADE CAULK WINDOW INSTALLATION NOTES: CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND 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 CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 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 FOR QUANTITIES REQUIRED) LAMINATED GLASS EXTERIOR WIND❑W FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE 1/4' MAX. SHIM SPACE (TYP.) • EXT. GRADE CAULK .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #R FOR MAX. FASTENER SPACING). v 4 1 1/4' MIN. EMBEDMENT 4 a 1 1/8' MIN. EDGE DISTANCE 4. PRODUCTREVISED us complying with tite F1uelida 13u614ing Code A.cpmewe No E' 'ration Deete •• • .• 00 • • • •• • • •• • • • • • DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb # H & S Anchors + / - Pressures (ps fl Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (* 2) LGlass•Type,'D=(* 2) Glass Type "E' (* 3) I Glass Type "F" (* 3) WIDTH HEIGHT Anchors + psf I - psf - + psf - psf +-psf - psf + psf - psf + psf - psf I + psf I - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 - 70.0 70.0 70.0 70.0 ` 80.0 80.0 80.0 80.0 24 4 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0:.. 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 • 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' 72 " 60 - ! 5 _ 6, L l 65.0 65.0 65.0 65.0 70.0 70.0 ' '--70:0 - - - - -70.0- 0- 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0. 80.0 80.0 80.0 80.0 - 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 . . 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 v 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 r 4 65.0 _ 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 .80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 _ 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 _ 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - .4 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30}7. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. sx • \.\' x4 as complying with Building Code Ac eptanca No %Oifation Onto Dude Pr, 7 i SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) too to co (0 M M G 0 E .. C71oV') lJi M La 0 z N W 0Md • • • •• • • 6.4 0 z H U) z v 0 CS as • •Q •m• • IMPACT WINDOW c 0 L O 0 z 0 a 0 0] 0 •0 0 .ed N •� o 0 •: N CO Cn z 0 0) w 0 1 0 Ls. 0 0 0 0 •• E .. • •' • 'B' - Revised date for the FBC-2014 0 ao a. IN q0 0 N m f+7 z y 4C • • • •' .•• • •.• •. •• ' •• • • • • • • .•• FRAME SIZE WIDTH I HEIGHT 60 24 # Jamb Anchors 3 # H & S Anchors Glass Type "B" (* 2) + psf - psf 7 80.0 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) G Iass Type "C" (* 2) + psf - psf +/- Pressures (psf) Glass Type "D" (* 2) + psf .1 - psf _ Glass Type "E" (* 3) + psf I - psf Glass Type "F" (* 3) + psf I - psf Glass Type "G" (* 2) + psf I - psf 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 96 108 60 24 24 24 36 3 3 3 3 8 80.0 10 _ 80.0 11 80.0 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 75.0 _ 65.0 80.0 65.0 75.0 65.0 80.0 65.0 75.0 65.0 80.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 75.0 52.0 75.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 72 84 36 36 3 3 7 80.0 8 70.0 80.0 80.0 75.0 70.0 80.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 36 48 3 4 11 7 70.0 75.0 52.0 52.0 65.0 75.0 65.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 72 84 48 48 4 4 7 70.0 8 75.0 70.0 75.0 65.0 75.0 65.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 72 48 60 60 4 5 5 11 7 7 52.0 . 52.0 52.0 52.0 52.0 52.0 65.0 75.0 65.0 65.0 75.0 65.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0. 75:0 52.0 52:0 52.0 52:0 65.0 65.0 65.0 75.0 75.0 75:0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 96 60 5 10 52.0 .- 52:0 65.0 75.0 65.0 75.0 52.0 52.0 1. 52.0 65.0 7 50 65.0 75.0 108 74 60 26 5 3 11 7 80.0 i 52.0 80.0 ' 80.0 52:0 65.0 75.0 80:0 65.0 65.0 75,0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 74 58 5 7 52.0 75.0 65.0 75.0 52:0 T 65.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0. 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52:0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75:0 65.0 75.0 52.0 52:0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 111 63 26 5 3 11 11 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 111 Notes 58 63 5 5 11 11 -44 52.0 52.0 65.0 75.0 52.0 52.0 I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 75.0 65.0 65.0 / i/4 // / i/. / // / / i/. // 4 XOX - IZn-_Equal Lite 75.0 52.0 75.0 52.0 "IRODUC RIviato complying withttte Ronda ruilding Code cc:epuince No I '0 1' iration Dote By Milne Dade P1oduc 1 52.0 52.0 65.0 65.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) 17> to (lc o CO 2 • • CLASS DOORS • • • • • 0 • co E 05 in Ca 0 0 0 13 13 0 Cg cy • • • %3 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (psf) FRAME SIZE WIDTH HEIGHT #Jamb Anchors #H&S Anchors Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) _ + psf - psf +psf - psf +psf _ - Psf + psf -psf + psf -psf + psi psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 24 36 3 3 9 7 80.0 70.0 80.0 80.0 80.0 75.0 70.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52..0 65.0 75.0 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 72 84 53.125 53:125 53.125 53.125 48 60 60 60 26 38.375 50.625 58 4 5 5 5 3 4 4 5 9 7 9 9 6 6 6 6 80.0 80.0 70.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 ' 80.0 80.0 . :80.0 . 80.0 -75.0 70.0 75:0 52.0 52;: 0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75 0 75.0 75.0 75.0 75:0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75; 0 52.0 52.0 52:0 52.0 52.0 52.0 52.0. 52.0 52.0 52.0 52.0 . 52:0 52:0. 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0. 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 53.125 74 63 26 5 3 6 9 80.0 52.0 52:0 80.0 80.0 80.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 74 38.375 4 9 52.0 . 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 . 50.625 4 9 52.0 .. 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 58 5 9 52.0 . 52:0 65.0 75.0 65.0 75i0 52.0 52.0 65.0 75.0 10 to M M Q N G 0.C2 orno J >- W WJ . . .. • • 0 CO 10 Of 10 in 0 O z a_ IMPACT WINDOW E CD' z X z .0 a 0 d 0 0 O z 0 1 0 c. 0 co 0 rn .a 0 0 •N .5 ..• �1. I• k • ..• 74 63 5 9 52.0 52.0 65.0' 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 84 63 26 5 3 9 9 70.0 52.0 52.0 75.0 70.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 Notes 5 9 52.0 52.0 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE 1.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 75.0 65.0 75.0 52.0 ce.mplying wtth the Florida mergence No Dacte Product 52.0 65.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF ca • o ru 03 • 0 411. 15 ec OS • 0 0 • • • • • • • • • 0.600' GLAZING DEPTH 4 'SILICONE OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 ,TREMCO SPECTRUM 2 LAMINATED GLASS.COMPOSITION - TYPE B ITEM GLASS DESCRIPTION j DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS v - -_ SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER = _ _ -_ _ 3 1/8' ANNEALED GLASS 1 03ro• L LAMINATED GLASS COMPOSITION, - _ TYPE D 1 ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION BUTACITE PVB by Kuraray America, Inc. 1 1/8' HEAT-STRENGHTENED GLASS Igo• --..:-.-_-_-= a 2 0.090' PLASTIC INTERLAYER _ - = i 1 0340• — 3 I/O' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0.090' PLASTIC INTERLAYER I/O' HEAT-STRENGHTENED GLASS ( 1 DETAIL LAMINATE DESCRIPTION 1 d.a90 SAFLEX PVB by Eastman Chemical co. 2 3 1 EL7r0.7 LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1. 1/8' ANNEALED GLASS ' - - - - BUTACITE PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS 1 J{- Olio. 0.600' GLAZING DEPTH 'SILICONE OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER 1 ® ai4 SAFLEX PVB by 3 1/8' ANNEALED GLASS I' 090• - Eastman Chemical co. 4 1/4' INSULATED AIR SPACE - - _ _ -_ = 5 1/9' ANNEALED GLASS <•) 034 INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION o DETAIL LAMINATE DESCRIPTION 1 I/O" ANNEALED GLASS - - _ 2 0.090' PLASTIC INTERLAYER I-1- ® v4• 3 I/O" ANNEALED GLASS n _ = j j BUTACITE PVB by Kuraray America, Inc. 4 1/4' INSULATED AIR SPACE _ _ - 5 1/8' ANNEALED GLASS (0) T 0340- — INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS BUTACITE PVB by Kuraray America, Inc. a ._ _ _ ___ _ 2 0.090' PLASTIC INTERLAYER + ® 114' 3 1/8' HEAT-STRENGHTENED GLASS 17 ' _ _ _ - _ 4 1/4' INSULATED AIR SPACE . i - _ _ '- = 5 I/O' ANNEALED GLASS (0) J a340.T <•) WINDOWS WITH GLASS TYPES 'A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE F.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE UMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN : EXTERIOR GRADE PERIMETER CAULKING PERIMETER SEALANT I. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET /2 FOR MAX, FASTENER SPACING AN DP TABLES FOR QUANTITY) EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR - MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. - • NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4" L. SHIM 1 1 (SEE ELEVATION AT SHEET #2 INTERIOR �r;7� FOR MAX. FASTENER SPACING) WINDOW FRAME EXTERIOR HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS I 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM II L-7708 AS REQ'D. GLAZING BEAD ( 3/B' ) 6063-T5 ALUMINUM 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.W./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'. w x .350' h 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'il. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h - 20 L-8706 AS REQD. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE ■ 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' x 1/2" x 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING ■ 28 HC-026-1 1 SCREEN FRAME & MESH r 29 x 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM 33 )II 2 LAMINATED GLASS See Details @ L.H. of sheet 9 34 *I AS REQD. GLAZING SILICONE See Details @ L.H. of sheet 9 35 OPTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REQ'D. JOINT SEALANT w 37 • AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as conipl)7ng wtite fioniaa l3uiiaing Code Acceptance No Ike 0 O 0 0- Ifi 0 0 N a a • Ao o tD U) M co M IO L/1 a cn 0 o .. co O �M -0• 0 In o x co 2 o. • • • • • •• • • U N X DI O O O e •z • ▪ • ZD • O gx j• • CV O. E. O t� 4 0 GO cn Ls- h IL I34 j 0 r. 0 0 01 O O 0 9 • • c 0 w t O, 0o I tat 0 0 m ou~) E c U FRAME HEAD FRAME FIXED JAMB L-7701 O SILL TRACK L-8702 O FRAME JAMB OD FRAME TOP CORNER L-7703 1----1250--1 1 C .. r' I ..,. \\ FRE Jr AM k EAD rhO93 — r 0 11,-1 LB85 ti• i 844 2.643 SILL RETAINING L-8705 10 1A66 L CLIP •••• . AID J4T$••' �. . • 8501 MEDLE (INDYLJSTF2IE I21TO!) •'• • PH Nc • • • : MANUFACTURE) OP QUA2J2Y itUM17VfM )IINDOIf 2651 VENT TOP RAIL FRAME JAMB 1 4439--- Ai{1 : ' � it • •••� •.•'. .. FRAME BOTTOM CORNER FRAME MEETING RAIE • • • FRAME SILL L- 8701 FRAME VENT JAMB L-8703 .062 — .754 2.000 .062 2.374 ci VENT SPRING L-7539 0 LATCIi. 062 VENT TOP CORNER •• \ FRAME SIL• L • VENT JAMB RAIL /' \\ .'141 • • • • 2b43 A62 -MS)L235 '1II�pl4 VENT LOCK Nat, �` �, �1 �I I '► <�1 . ►• I .r FRAME SILL / MEETING RAIL, C"' FRAME siL, .698 T • L7J VENT INTERLOCK L 7705 RAIL FIXED MEETING RAILL_7704 VENT L-7707 TOP/BOTTOM RAIL r --v 2062 o VENT O`� VENT BOTTOM BOTTOM RA14 CORNER ,f ( " ,per 45O4 A78-.- .17 2E85 L375 FRAME & SASH CORNER ASSEMBLY DETAILS Z1. .062 Ltbs �1 Lo7s---1 VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 0GLAZING A94 BEAD L-7708 1 1 GLAZING BEAD L-7711 18 SILL RISER ADAPTER L-8706 20 -.500 �, PRODUCT REVISED 4 Florida O ZT�) 1450 -if 2A00� --A62 850 050 as complying with the Building m E tc`icept3ncenGe Nn lf. L.. �-• `` f � qtfri-.050L250 e^ `� L'x i><atioa Datefte:2.794 13y Miami .773-4 .773 ---lk--A30 a � INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD CB) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET t14) 0 1. u .Z- U a. a z s (MAX.-TYP. 6 ALL CORNERS) 10 1/4- IMAX. ABOVE MEETING RAILS WINDOW FLANGE FRAME WIDTH 6' (MAX.) l AT ce- 6" MEETING 1 RAIL$ _- 9 7/8' MAX. BELOW MEETING RAIL 6'MA X. EXT. & [NT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: Mox.,D.L.O. Width z =:43 BII C) 9/16" II = n: II U / II -c of O 47 II O II I I X 1 O 11 1 II 47.000- WINDOW BUCK WIDTH 48" x 78"(EQUAL LITE_ ELEVATION .2 • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) INSTALLATION ANCHORS. (A) 4 MAX. AT FRAME HEAD CB) NONE PER FRAME SILL CC) FRAME JAMBS CSEE SHEET 144) 6' ALL CO- RNERS W a 0 0 W z O 0 z u X 10 3/16' • 3 ❑ 0 Z 3 1 MAX. ABOVE MEETING RAILS 1 AT -J 6" MEETING $ RAILS , 8 1/2- MAX. BELOW MEETING RAILS MAX. 53.125' WINDOW FLANGE FRAME VIDTH 10 15/16- MAX. O.C. 1 N It Max. ib.L.O. Width 4D 11/16" ri I n n II II II II SERIES-7700 1.) THIS 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-U9. 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 (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN 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 WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), 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 FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) 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. SECTION 11.3.3.3. 11.) 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 THE 2014 FLORIDA BLDG. CODE. WINDOW G,'(.K WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) INSTALLATION ANCHORS' (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS CSEE SHEET 114) SINGLE HUNG IMPACT INSTALLATION ANCHORS---- (A) 4 MAX. AT. FRAME HEF,u \ (B) NONE PER FRAME SILL' CC) FRAME JAMBS (SEE SHEET It4\ Iz w u a N 1 S a 3 ❑ z 3 1- J - J 0 w (TYPICAL AT ALL CORNERS) 9 5/B' IMAX. ABOVE MEETING RAIL 6' MEETING j RAIL $ 9 1/4' MAX. BELOW MEETING RAIL 6 MAX. 6.(MAX.-TYP. ALL CORNERS) }MAX. ABOVE MEE I ING RAIL 1 ATcol 6' MEETING $ RAILS 10 3y/4' IMAX. BELOW - MEETING RAILS -X ; . II. INT. FALSE COLONIAL MIINIINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 53.125' WINDOW FLANGE FRAME WIDTH 13 3/4- MAX. O.C. 6" CMAXS I ii u n 11 t II 0, i a) f;.,z,I / - li •• ii it It X It-___=--5--- Mo>;; D.L.O. Width 11 _ =;;48 Ir 11/1EI, II Ir II 11 I u 11 1 u � .J i II / II n . C a 6 0 tin '- n I LC 52.12.5- -- WINDOW BUCK 'WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) WINDOW - FLANGE 5312'' WINDOW FLAp4CE "RAME WIDTH -�-' [3 3/4' I MAX. O.C. c_ r_ 6' (MAX. Mai, D.L.O. Width Z =;:48 I I rt// II 11/1Er o o�- /a ___ , _ii O ; rI x B 11 a II Q ,f7 M II 11 II /ii " II / J II , ; d _ Q o X 0 M 1 II EXT. 8. INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 52125' WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) FRAME PRODUCT REVISED as cemp3ying with the Florida Building (Ilan A(p I6•1O0 0I 'ratios Date !)21 BUCK HEIGHT co co co _ (o co I Q two cn O N o 3 I. M Z >- J Z 0LI co M • • • •• • !••••• • 1••••• • • •.•.•• • • • • 0 AND CLASS DOORS 4 CL efc j Qr IMPACT WINDOW W •&. [3.1 • •rri o tzl m•• • J a V O ce Cn w I•i) CONFIGURATIONS AND NOTES a. y •Q•••• I • O • • •QI • • • • • • L i•• • ••• ••• • 9 • • • !•••• • • •a•••• • • m 0 0 N • a ce n E U 0 V 2 8. Revised to Comply w/ 2014 FBC C. Compliance w/ FBC 5th Edition (2014) and ASTM E1300-09 20 pI 0 \ ate+ 0 N IQ W z 3 S U 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1 1/8' MIN. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) — P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS EDGE DISTANCE 4 4 4 4 D 4 0 o.a EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING it a 4 4 4 a I I/4' MIN. 6EMBEDMENT MEETING RAILS tl Ii -v a 4 4 e4 SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 11 «o 4 a 4 4 4 �6 `__ d -4 .4 4 , ^ 4 ,i INTERIOR eo 4 4 e O a 4. EXT. GRADE CAULK 4 EXT. GRADE CAULK I' MIN. DGE DISTANC EXT. GRADE CAULK #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET 01. FOR MAX. FASTENER SPACING) 1 BY OR 2 BY WOOD BUCK EXT. GRADE CAULK 1/4' MAX. SHIM TYP LAM NATED GLASS SILICONE ADHESIVE BEDDING COMPOUND 1' MIN. DGE DISTANE INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME WIDTH 1 1/8' MIN. EDGE DISTANCE .PT. WOOD BUCKS 4 1/4" PCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. a (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) A 1 1/4' MIN. EMBEDMENT a 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 CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS GYP.) • 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 #l2 SMS OR WD. SCREWS INTO WOOD, OR C1/4"TAP_CONS_oi- APPR_OVED.CONC._FASTENERS INTO_=CONC, OdITH,AIMINIMUM_OF_1 1/4_P_ENETRATION INT❑1 WO❑D OR :CONC (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying With the Florida Building Code Acceptance No IIt, +• p Iatton Date Miami i) _ e Prodact tit O Q1 to to r+) M 0 it 0 J W W J 0 0 to W LL 0 co co to 10 tT t0 • r • • •• • 1••••• • •••••• lli 0 0 z AND GLASS DOORS V▪ • 44 IMPACT WINDOW •At •v z E- 0 z F z 0 E» 0 Cs7 in (n 0 0 E--• z 0 iV 0 0 z i c 0 tV • • • 0 O N E 0 0 0 0 • it. • Y Cr 22 1 B. Revised to Comply w/ 2014 F8C C. compliance w/ FBC 5th Edition (2014) and ASTM E1300-09 0 . O Y \ • c4 a G 4 0 0 N lit 1 w4. "` %5 .•.4 "•: `' 'fir ozo ` 5 v Cs) c.�,:y `� ' `' ;iz 0 U d ••• •� • ••• • • • • • • 000 • • ••• • •••• • • •••• • ••••• .I • 'SILICONE OPTIONS', DOv CORNING 899 SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 0.600' GLAZING DEPTH LAMINATED GLASS COMPOSITION -CTYPE 2 ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION I 1/8" ANNEALED GLASS 1_ _ _ _ _ SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER .0A90' 1/ _ _ _ _ _ -� 3 1/8' ANNEALED GLASS 1 0340' LAMINATED GLASS COMPOSITION - TYPE 3 ITEM CLASS DESCRIPTION I 4/ — J DETAIL LAMINATE DESCRIPTION I 1/8' ANNEALED GLASS 11 SENTRYGLAS by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER 0 t[� j I — -- _ -= ' 1 3 1/8" ANNEALED GLASS 1 0.3.10•� LAMINATED GLASS COMPOSITION - TYPE 4 ITEM GLASS DESCRIPTION { n. [ 3 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS .1/8''_' -- _ � �j' I T1 -+ BUTACITE PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER f i _ r = _ __ _ 3 1/8' ANNEALED GLASS 1 2 0.340- LAMINATED GLASS COMPOSITION - TYPE 5 ITEM GLASS DESCRIPTION II T 8.0 i DETAIL LAMINATE DESCRIPTION 1 1/8" HEAT-STRENGHTENED GLASS 1 • _ _ _ _ _ BUTACITE PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER _ _ _ -r_ = 3 I/O' HEAT-STRENGHTENED GLASS 1 0.340•� "SILICONE OPTIONS" DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 0.600' GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM CLASS DESCRIPTION 5 DETAIL LAMINATE DESCRIPTION 1 I/O' HEAT-STRENGHTENED GLASS PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER I ® 1/4 3 1/8' HEAT-STRENGHTENED GLASS T .1/8- 1 - 2.- = 2.- =.BUTACITE j 4 1/4' INSULATED AIR SPACE 1.111' _ = I 1 0.340 5 1/8' ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM CLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION I 1/8' ANNEALED GLASS SAFLEX PVB by Eastman Chemical co. _ -1 _ __ 2 0.090' PLASTIC INTERLAYER 1 I ® .1/4- 3 1/8' ANNEALED GLASS 1/` ' f - - - - I 4 1/4' INSULATED AIR SPACE 1w t.L�iBT' I _ 5 1/8' ANNEALED GLASS i 0.340- GLAZING DETAILS AND OPTIONS 814 S.M.S. W/ 1 I/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. WEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP.: -�Qi�� ll�t(•LIIRR� V1h'IAY.WhVf.VhV1X1K1I f.�Y.tY Ki Ki KAF.I »fKKCi K4 Ki... Ki Lee-1/4 MAX. SHIM SPACE JAMB STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYv00D SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. INTERIOR EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND VINDOV FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APP-1ED BY OTHERS (TYP.) WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL. SHALL GOVERN INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL E2 11 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. CSC: ELE VAT ION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) LOCK (LATCH AND SWEEP) OPTIONS 1. 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. PERIMETER SEALANT SEE MULLION APPROVALS FOR MULLION TYPE, SIZE ANO MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM # 12 S.O.S. X 1 1/4" L. SEE ELEV. FOR SPACING (0 V] f!I � o—' m oil J O 3 L_ I) w 0 J Z 0 In W = CO M 0_ • • •• 000000 - • O • • 0 (0 b (0 rn (0 DETAILS & LOCK OPTIONS cz. 0 r) h O • o • it- • ry•••• • • ••4 • • •0000(••• •••••• • B$ • • •-•••• • • 000000 EXTERIOR E 1 METAL STRUCTURE ATTACHMENT DETAIL WINDOW FRAME PRODUCT REVISED as rc.'T)plYhBg with Ythm Flfnq'ilda Building Code Acceptance ND er�'ration Dale c-a tSY L v " r,.c 0 U NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 CA. MIN. THICK - 0.048") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) 0 N T E 0 B. Revised to Comply w/ 2014 FBC C. Compliance w/ FBC 5th Edition (2014) and ASTM Et300-09 �o •O m O 0 y 0 m .y: 0 N m L. C 1(QR�LC`. ` f p i .Co '=t2L1 0 0 0 1- F DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS W INDOW WIDTH HEIGHT Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 19.125 50.625 26.5 50.625 37 50.625 42 50.625 48 50.625 53.125 50.625 6 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 60.0 80.0 80.0 19.125 59 26.5 59 37 59 42 59 48 59 53.125 59 6 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 60.0 80.0 80.0 19.125 63 26.5 63 37 63 42 63 48 63 53.125 63 6 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 60.0 80.0 80.0 19.125 74.2.5 26.5 74.25 37 74.25 42 74.25 8 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 78 26.5 78 37 78 42 78 8 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW WIDTH HEIGHT Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 19.125 59 26.5 59 37 59 42 59 48 59 53.125 59 6 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 60.0 80.0 80.0 19.125 63 26.5 63 37 63 42 63 48 63 53.125 63 6 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 60.0 80.0 80.0 19.125 74.25 26.5 74.25 37 74.25 42 74.25 53.125 74.25 8 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 78 26.5 78 37 78 42 78 8 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 59.0 79.0 79.0 /% r APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) -!EQUAL LITE'WINDOWST WINDOW # Jamb + / - Pressures (psl) Glass Type' L-2 --, Glass Type 3 Glass Type 4 Glass Type 6 Glass Type 6 Glass Type 7 WIDTH HEIGHT Anchors 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 4 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 1 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625_ �s� l l 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 - 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 - 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 .37. 59 80.0 80.0 -60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80,0 80.0 60.0 80.0 80.0 80.0 37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 . 80.0 - - - 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 74.25 80.0 80.0 - 60.0 80.0 80.0 80.0 26.5 74.25 •80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 8 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - - 80_0 48 74.25 80,0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 80.0 80.0 60.0 - 80.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 8 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 ,. i %� APPROVED CONFIGURATIONS - EQUAL LITE PRODUCT REVISED complying with the Florida Fiuilding Code Acceptance No 1CO- E piraxio4 Date C O o A o z o o � • E- N 4al VLO d rn 0 4 Q. o a)o� _I o • 0..., 0. `` rn o • w z ") Z w 6 O O y o0Z C E- �W= Lit d • W o • • D C7 G. I • • •a o • • • • % i. W I • S•s••• y �� j • cntw I.: •• • • • r • a :44 U V 6 L k in' s •• • •• • ••••• • •••a W Fi W v � ro • w/ 2010 FBC 0 • cc za co r L tfl n on ASTM E1300-09 * f so 0 w z 0 m w z J �g66i iw1 Oe• m FRAME HEAD L-7701 0 .500 —062 2.651 ( 8063-T5 ALUMINUM ) .844 FIXED MEETING RAIL L-7704 1.504 ( 6063-TB ALUMINUM ) .D62 2.285 FRAME SILL L-7702 ( 6063-T5 ALUMINUM ) 1.441 .062 2.437 500 2.713 FRAME JAMB L-7703 ( 6063-T6 ALUMINUM ) 2.643 .500 1.250 --{ --.781---- VENT INTERLOCK RAIL L-7705 O( 6063-T6 ALUMINUM ) .062 r 1.075 -- 2.062 VENT BOTTOM RAIL L-7706 0 ( 6063-T8 ALUMINUM ) VENT JAMB RAIL L-7707 ( 6063-T6 ALUMINUM ) VENT SPRING LATCH L-7539 ( 6063-T5 ALUMINUM ) GLAZING BEAD L-7708 ( 6063-T5 ALUMINUM ) GLAZING BEAD L-7711 16 ( 6063-T5 ALUMINUM ) GLAZING BEAD L-4204 ( 6063-T5 ALUMINUM .808 .466 FRAME JAMB VENT JAMB RAIL FRAME TOP CORNER FRAME HEAD FRAME BOTTOM CORNER VENT TOP CORNER VENT TOP RAIL VENT BOTTOM RAIL VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-770B AS REQ'D. GLAZING BEAD ( 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 #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 2 Laminated Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 • x * • 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 32 x . AS REQ'D. PERIMETER ACRYLIC CAULK OSI PULYSEAMSEAL PRODUCT REVISED a; complying witch tits Florida Budding Cols Acceptance NoWiep Expiration Date t,lapti By Miam s =,,,. Pcodaet cia • • • 4 •• • • •a� • • z .•..L H • � rr'' • •W h � IMPACT WINDOW W • CY. ttl ••t7 •w • Llir 14 •Z O O r- i` Go W Ea W 0 • os • . 8. Revised to Comply w/ 2014 FBC C. Complionce w/ FBC 5th Edition (2014) and ASTM E1300-09 4y I O � �o O d N m 0 0 z • 1 0 f.4 z `ol`®4'�Q x woe 00000000, cte 1.14 ✓9 146 .•• •� • .•• • 10640 ••• • • so •••• • • • •.•• • •••• •