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WS-18-339Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. 'r 1/ V --1 V-339 Type: Work Classification: Window/Door Replacement issue Date: 2/16/2018 I Expires: 08/15/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30FM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #A 132060480030 Owner's Name: NENA CHIONG Job Address: 205 NE 101 StrE Miami Shores. f Bond Number: rAV Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 100.00 RK IS ALLOWED: `iDAY THROUGH FRIDAY, 8:OOAM - 7:QOPM. Phone UUIJ ! arykctgr TURDAY 8:00AM - 6:OOPM. -- ' 305-892-650-� Y NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. A EUILDING AND ROOFING INSPECTIONS ARE DONE ' �044 MONDAY THROUGH FRIDAY. /�41 k.4 t-� c6CO4l'1-. FXOP�- 0 C e co FAM i ;/ �PIY4--- 4j, . r- d-v tlt r NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONS!BILITY TO ENSURE THAT WORK IS ACCESS'BLE AND EXPOSED FOR INSPECTION PURPOSES, NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTtul-ED IN ! HE REMOVAL OR REPLACEMENT OF ANY MATERIA REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEADER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 'INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION I ATV 11 1 SP Attachment 101 WORKSPUBLIC INSPECTION DATE INSP ExcavatioELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough , _ Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm INSPECTION DATE INSP Rough Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION DATE INSP j Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Fi^al Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. WS-2-18-339 Permit Type: Windows/Shutters Perin'lt-rk Classification: Window/Door Replacem Permit Status. APPROVED issue Date: 2/16/2018 l Expiration: 08/15/2018 rruject Auuress Parcel Number Applicant 205 NE 101 Street 1132060480030 Miami Shores, FL 33138- Block: Lot: NENA CHIONG Owner Information Address Phone Cell NENA CHIONG 205 NE 101 Street MIAMI SHORES FL 33138-2400 Contractor(s) Phone Cell Phone ARCO CONSTRUCTION 305-892-6507 Type of Work: GARAGE DOOR AND ONE WINDOW No of Openings: 2 Additional Info: Classification: Residential Scannina: 3 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $139.60 Valuation: $ 100.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-2-18-66400 02/08/2018 Check #: 6174 $ 50.00 $ 89.60 02/16/2018 Check #: 6145 $ 89.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 construction an Authorized Siqr all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating i,ikuthorize the above -named contractor to do the work stated. / \, Appllk&nt / Contractor / Agent February 16, 2018 Building Department Copy February 16, 2018 q�j� C-�n' Miami Shores Village �0 BUILDING v PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �0UILDING ❑ ELECTRIC ❑ ROOFING 0 s'2018 FBC 201ro Master Permit No �— 7" 1 7 lg T� Sub Permit No. (-k1 _ 3 3,3 ❑ REVISION ❑ EXTENSION [:]RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: zo � 101 �2-f) Citv: Miami Shores County: Miami Dade Zip: 1'31� 13 K Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0'et0k C-+-i ( D Iy rra- Phone#: Address:9__O!E�j P,3 j57, _Q( !e 42�� City: OR_E; 5:- State: Vl _ Zip: ? Tenant/Lessee Name: Email hone#: CONTRACTOR: Company Name: ?i1LC,lO t��iVvJ(� LIJ�� l�- (:�� Phone#: 0 L l� Address: (7 Q q �j 6 City: �� State: Zip: 3iL 3 Qualifier Name: t� .6(f :l�% � �� E Phone#: O — 7 State Certification or Registration #: Certificate of Competency #: DESIGNER: 7S��Q Arch itect/Enginerer:. t L dd&l ill d- �(�r�!,c °� C Phone#: Address:_ b W 146_ City: State: � Zip: �/� Value of Work for this Permit: $ (0 Q,f ��-�� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New E57tepair/Replace ❑ Demolition Description of Work: 0Aj(`7- (A l A2.Z�Q rit' Specify color of color thru tile: Submittal Fee $ E_Q C)D Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ (2-0 - CAZ) CCF Training/Education Fee $ DBPR $ CO/CC $ Notary $ `J , Double Fee $ Bond $ TOTAL FEE NOW DUE $ V 6D (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � ` OWNER or AGENT The foregoing instrument was acknowledged before me this day of20 �$ by WNA tA O)A) O p f who is personally known to me or who has produced TL —piply- e, identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: F1 Signature",." 11 � �,6 V�;� CO �RACT R The foregoing instrument was c nowledged before me this n day of i l \ .(,YZY 20 1 A , by LJIF-,S-T�EZ J1EIJSE0 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: SI Seal: ntpWP&eG Notary Public State of Florida Seal: a Sindia Alvarez { My Commission FF 156750 ' OFgd° Expires09/03/2018 { ✓ �{/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Notice to Owner — Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Own State of Florida County of Miami -Dade The foregoing was acknowledge before me this day ofRBak)p��, 20 . Bywho is personally known to me or has produced �Ji UUr W as identification. Notary: opW Pigtc Notary Public State of Florida SEAL: °} ? V^ Sindia Alvarez P} ca My Commission FF 156750 �F ~46F F d Expires 09103/2018 <, A4. h.�►..A. N Q.;,�-J 1 !�-;6p NO A -to i tp F B 08'�l� MIAMMADE MM II -DARE COUNTY BY' PRODUCT CONTROL SECTION DEPARTMENT OF REGU O AND ECONOMIC RESOURCES (RE.R) 11805 SW 26 Street, Room 208 BOARD AND CODE AD STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniamida4t.gov/economy_ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing. the use of %op.s1n ction materials. The documentation submitted has been reviewed and accepted by Milatibade Cqunty.RER - • • •:' Product Control Section to be used in Miami Dade County and other areas where aKor•ed by tke'Uthority . . . • Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miarai 17dde County toduc; " Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miam-*Vale CouriWreserve • � • • the right to have this product or material tested for quality assurance purposes. If Vhjs�produot or- taateria2' • • • fails to perform in the accepted manner, the manufacturer will incur the expense o&%i"Vsting anq the A IJ may immediately revoke, modify, or suspend the use of such product or materia; within their. jurisdiction • • RER reserves the right to revoke this acceptance, if it is determined by Miami Dade Cotinty PrMW Contrgj Section that this product or material fails to meet the requirements of the applicable bdildhig code.-ra$• • "" • • This product is approved as described herein, and has been designed to comply with the Flouilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 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 Jorge M. Plasencia, P.E. Cw��NTY NOA No. 17-0614.11 Qil . l Expiration Date: February 19, 2019 / 0/01117 Approval Date: October 12, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepjqed by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ; • • • ... • • • B. TESTS •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perZBC, TAS; 2-94 :....: 2) Large Missile Impact Test per FBC, TAS 201•-94- • 600009• • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS" 94 . • • • • • ..:..' along with marked -up drawings and installation diagram of a sliding'glaSs door, • • • � • a PVC fixed window and an aluminum sliding glass door, using: K(:dispape 4SG TPS spacer system, Duraseal®sPacer system, S acer® NXTTaclrelA nd • • • • • P Y Super p V s$er sY EdgeTM spacer system at insulated glass, prepared by Fenestratibb Asting Laborator;, ' Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated' 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-061411 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5te Edition (2014) and FBC-6" Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 .... D. QUALITY ASSURANCE • • ' 1. Miami -Dade Department of Regulatory and Economic Resources ;F.R). _ .... E. MATERIAL CERTIFICATIONS •"" 96949 •• • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ameoi*a* Inc, forlhei. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayacs% dated 017/1�717, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amei;ica,Uc. fc; their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/1�/15, expii*iwQn 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6`h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manwf;acturer, signed and sealed by Anthon • Lynn Miller P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, (t%T d�171/0946• signed by Manuel Perez, P.E. • • • • 4. Proposal No. 16-0125 issued by the Product Control Section, dalaolC3/09/16•s fined •.... by Ishaq Chanda, P.E. •••• ••..' ,.,.• 5. Laboratory compliance letter for Test Report No. FTL-7212, da ed 2)3/2 V15� •4gned• o -.. • .... ... ...... and sealed by Marlin D. Brinson, P.E. • • • (Submitted under previous NOA No.13-0502.03) ' ' • 6. Laboratory compliance letter for Test Reports No. FTL-383!t arjo.FTL4M,,'dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chi-Vt. (Submitted under NOA No. 03-1105 01) " ' G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701 /720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 .. .. . . . .. .. . . . ... . . . . .. . GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT • • • • FIXED WINDOW • • • • • • • • • • • • • • • • • • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMR*Y VI/THe • 000 • • • • • THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING'MIF • • • • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). 48" TIP -TO -TIP WIDTH 47' BUCK WIOTH 48" BUCK WIDTH - 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN TFjj • • • 4L4'j VISIWF• L� • • 45-1/4" VISIBLE ti HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPEREC. • • • • LI yJID LIGHT WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY• • • • • • , SHEER 0 - I • 8 M D, SHEET 7 MIAMI-0ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS 10 1• USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM1101110 • • CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. , 4) ALL WOOD BUCKS LESS THAN 1-i/2" THICK ARE TO BE CONSIDERED SHEET E 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I _ WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12" MAX. OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF _ INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 - 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6" MAX. THE WINDOW, 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. A ®6„ C - SHEET 6 BUCK SHE1ET 7 HEIGHT } / 92-114" — / VISIBLE 12" MAX. 'LIGHT O.C. / HEIGHT T — 96" T TIP -TO TIP HEIGHT {I _ 1 - -►-BI —rj I�•.-- 12'MAX. O,C. 6J SHEET6 MAX TYP, FLANGED FRAME ELEVATION (TESTED UNIT) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS FIGURE 1: PER ASTM E1300. GUIDE TO SHEETS: 1 MAX. O.C. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. M GENERAL NOTES__ .................... 1 f B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS__ ............................ 1 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS .................. 2-5 PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES GE ............. 2-5 tY O.C. / THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE.._.... 8 MAX. / USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT INSTALLATION, EQUAL -LEG....... 7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION, INT. FIN A.......... 8 `►f�IL' THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION, INT. FIN 8...........9 / CORNER ASSEMBLY ................... 10 CORROSION RESISTANCE. EXTRUSION PROFILES ................it MAX. 0) REFERENCES: TEST REPORTS FTLJ835, 3850 & 7212; ELCO PARTS LIST ................................... 11 ULTRACON NOA; ELCO CRETEFLEX NQA; ANSL/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER, THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. CODES i STANDARDS USED: :2017 FLOR'AA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM El300-M .ANSIIAFBPA NOS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SlDO-12 •AISC 360.10 Type Dwerlption S11aet / 7/16"Leml &18"An-.090"PVB-3mW HS) 2 2 7116' Leml 16" HS - .090" PVB - 3110' HS 3 3 1.1116-Laml. IG 16'T-7/16"Air-&16'An-.090'PVB-3/16'HS) 2 4 1-1116"Lanl.K1(8116"T-7116-AW-&IS'HS-.090'PV8-3115'HS) 3 6 7116"Laml 3f16"An-.0W SG-&16"An) 4 6 7/18" LaN 16" HS -.090" SG - 3/16' HS 5 7 1-1/1C Lmnl. IG MWT-711T Air -&18"An-.090"SG- &16"An 4 e 1-1/18 LSML IG 16'T-7/16 At-&16-HS-.090"BG-3/16'HS) 5 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE 8, SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 6" MAX. - C E, SHEET SHEET 7 G, SHEET 9 96" - BUCK HEIGHT 83-1 W - VISIBLE I LIGHT 1 HEIGHT 5" MAX. O.C. ►- 48" BUCK WIDTH 45-1/4' VISIBLE LIGHT WIDTH �,...I F, SHEET 8 2" MAX' E. SHEET G, SHEET 9 93.114" VISIBLE LIGHT HEIGHT 96, BUCK HEIGHT 12" MAX. O.C. F, SHEET 8 2" MAX. H, SHEETS SHEET 7 —► 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) "SG" _ "KURARAY SENTRYGLAS INTERLAYER' BY KURARAY AMERICA, INC, "PVB'=-KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAYAMERICA INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET, )+---WIDTH--=i F•"- WIDTH --� )�--WIDTH--i ("- WIDTH Tr--- -� -� -- � rI- o� I of I O w w jam ----WIDTH WIDTH WIDTH WIDTH y{ ,` L S2 W MuW1j W OL' j------WIDTH—WIDTH WIDTH WIDTH �O I CU =I Y =I s i 1 i 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0614.11 Expiration Dato 02/19/2019 JR - OW06/17 - UPDATED o ANCHORAGE TO FBC 2017. a` a O aaD U N =& 0 D m o N W 0 J O gur Z ILL n E Z J Fa -a IT p E o 'oN 7i a� I.-W .L a C (' n z $ Z Z O UL ¢ j W O � J LU ® � Z 7�45 W 2 O O H Z 4 O Z a/aas ~a Z r a1 U W LU Z as LL 0 a171 '�sa0 sauas CNN`'QjiY LYN'A(4fl 0 � •' �,10EN@F'• /`cam *�. No.68706 S 01VAL 01N A LYNN MILLER, P.E. P.E.# 58706 . . • ••.. .• . ... .. .. . . . .. . . . . . . . . TABLE 2 Window DesigmPresstwe (•/-, Ift tr Gft Tjtle 1 • • • ollg Side On)* • • • 6T-718 72 7S 80 •84 i • 0 • 92 10 96 1, fmwo 109-Y2 30 +1-80 a180 +I-80 +180 +/80 +/80 +/-� +I-80 +1-80 +/80 32 +f-80 +/80 +1.80 +l +180 a/-80 +180 +1.81 +1.11 +/-80 34 +/80 +/-80 +1-80 +1.80 +180 +1.80 +180 +180 +/80 +1-79.4 38 +1.80 +180 +180 +f80 +180 *79.7 • H-77.• • • +1-75"1 • 5+1.59.8 +1.72.2 36 +1.80 a180 +1410 I +/80 +! N78• •+f-36.2 A-72 +l- .3 +186.3 40 +1-80 +1-90 +/80 +i-79.8 +1-77. 14 +1- .3 87. +185. +/.81.6 42 +/-80 +180 +1-80 +/.T7A +1-74.3 71. +/ .2 * 54. H81.8 +/-582 44 +180 +1-W a1-789 +1-75.4 +1.721 +.86 .8 2 H 46 +I-80 +180 +1.77.2 H-73.6 +l- r -86 + 83.5 +1.13 +/57.7 48 +f80 +1-79.3 +1-75.8 +/-71.9 +188.3 +MA9 +1-81. +1-56 m 50 +/-Be +1-775 +/-74.1 +/-70.3 +I-86.7 +/-631 +/-59.7 52 +1.79.1 +1-Me +/-72.4 +188.8 +I -WA +l-6t.5 rn 54 +I-T74 +1-73.5 +1-70 5 +187.3 +1-63.5 56 +1-75.8 +1-72 +180.6 +185 3 58 +1.74.2 +1-70.3 +/436.8 80 +1-77 7 +18B.7 +145 62 +1.71.2 +/-W.1 64 +1-69.7 +185.5 68 +1863 67.718 +1-e7 Window Design Pressure (4., pso for Glass Type 3 Lang Side On) 67-7/8 1 72 78 80 84 88 92 06 10D 104 109-1/2 30 +I-80 I +180 +180 +/-80 +180 +1.80 +1-80 +/80 +180 +1-80 +140 32 +1-80 I +180 +1-80 +180 +140 +180 +t-B0 +/-80 +I +180 780 34 +180 1 +1-80 +180 +/-80 +180 +1.80 +180 +180 +180 +/-80 +/-80 36 +1-80 I +1-80 +1-80 +1.80 +180 +f80 +1-80 +180 +180 +1.80 +1.80 38 +/-80 1 +1.80 0-80 +180 +/80 +1.80 +180 +/.80 +1-79.4 +1-76A +1.74.3 40 +/-80 +1.80 +1-80 +1-80 */80 +/80 +180 +1-767 +/-73.5 +/-70.9 +189 42 +1-80 +1.80 +180 +180 +180 +1-80 +1-77 +t-731 +/89.6 +/86.9 +1.Eb.2 µ +/80 H80 +1-80 +/.80 +1.80+07.8 1 +/.74.1 +1.70.3 +187.5 +/-83.9 >: 48 +/.80 +1.80 +180 1 +/-80 +1-79.2 +1-754 +1-71.7 +/88.1 +145.1 'S 48 +180 +F80R+I-75.4 +/m +1-77.2 +1.733 +/-B9.5 +IA56 05 50 +/_80 0-80 +1-79A +1.75.3 +1-71.3 +1.67.5 C .2 52 +180 +180 +1-77.7 +/-73.5 +/89.5 54 +1-80 +180 +1.76 +1-71.8 58 +/80 +180 +1-73.8 58 +f-80 +f-79.480 +180 +1-77.6 62 +140 +l• .8 84 +/-78. +/-74 06 +1-77.2 67-7/8 +/-749 7/16" LAMINATED GLASS STACK .090"PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 SA. LONG SIDE 11-7/8- O.C. MAX. GLASS BITE 1-3 EXTERIOR SHORT SIDE 20 13 GLASS TYPE 1 I-+- LONG SIDE -� T_ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM.�J LAMINATED GLASS STACK GLASS GLASS STACK 3/16' HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 7/16"AIRSPACE 3/18" ANNEALED GLASS SHORT .090'PVB INTERLAYER SIDE 11 s USED AT CURVED FRAME MEMBERS ONLY 29 6/8, 11-7/8' O.C. MAX. GLASS BITE 13 LONG SIDE EXTERIOR <�i 75.7 21 13 GLASS TYPE 3 _ SHORT I - --7 SIDE NOTES: 1) BUCK DiMENVONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL W^.NDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. PRODUCT REVISED as eompl n with the Florida Building • NOA-No. 17-0614.11 Expiration Dots 02/19/2019 NO CHANGES THIS SHEET. z LU Y U aw V) ^•a 0 a O N a1oQ W N w O w O -' 9 N JJ $ O z �H z IL m W ---a U U m a� o � .1N sMQ �L_u z y C7 w o Z O J rn Q LL O N w Z w 7aaN5 ® 3 HN- Q) z 'a 0 z of al°'s O a z Nm w X as w W 0 aN1 '�SaQ nuts - ` ON V LY * NO. 58705 �fA t5 ��' �4(j C� •. .ORIDP.. 10NAL 1E', A. LYNN MILLER P.E. REA 68705 .. .. . . . .. .. . . . ... . . . . .. . ��a��rrarse'L'ti�l'�I�aai'r�:a��■�� NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM- 7HGLASS GLASS STACK —..1 7/16" LAMINATED STACKNATED GLASS STACK � I I GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3I18" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 4 11 � 11 5 USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 6/8, FRAME MEMBERS ONLY 29 18' (q 11.7/6' O.C. MAX. �I GLASS BETE 11.7/8" O.C. MAX. GLASS BITE 1-3 1.3 EXTERIOR EXTERIOR 1 —3 20 13 �] 6-78 21 13 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE r•� LONG SIDE ---� d SHORT f� SIDE L� + SHORT -1— SIDE r~ �•�-- LONGSIDE --�� T SHORT LONG SIDE SIDE SHORT SIDE PRODUCT REVISED as eomplYing with the Florida Building CCodd6 NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. LU It Y U (n goy ❑�&o V 0 N U Nw{ a�R 0co °Q o W ' N g z LL � Moa O = W S c1 o a U U o o� W ;a o Z Zp r c� LL g a o a N W /aa4S ® N Z Q� _ 3 (D z Z_ O 3: Z NN LU !/7 lL ❑ oql� �asa0 saua � .•'.......... CICENSF'•,�� No.68705 *� ,!ONAL I0N �``• A. LYNN MILLER, P.E. P... 58705 .. .. . . . .. .. . TABLE 5: Window De�gilrTOSsl�e(V,p)f)Or&PasType5 • • • • L Side in • • 67.7/8 1 72 76 80 BB 96 10141 1104 109-L2 30 +W-125.4 +901-120 +9W-115.5 +9W-11t.5 + -108.5 + I-106 +9W.1045 +901-103.5 +9W.1025 +90/A00.7 +90-97.9 32 +9W-118.9 +90'-1*8 +9W-105.3 +90-101.6 +90/-987 +9W-95.7 +9W-923 +9W-90.8 +901-90.3 +/-89.9 +1-89 34 +9W-106.9 401-103 +901-96.8 +90E-95.1 +9W-91.8 +/-882 +/-84.4 +/-01.5 +bW.1 +1-79.8 +1-79.4 36 +9W-10Z6 +90-97.1 +90'-928 +/-06.9 I +1-86.5 +l 826 d-79.7 +/-77 +/-75. +t.73.4 +1-722 38 +901.96.4 +90'-92.2 +1A8.7 +1-832 +1.80. 2 +l-7 + 72 +1--03 +f-685 +148.3 40 +9W94.6 +/-08.2 +/-82.8 +1-79.6 +I- .2 3 +467% +1.65.0 +J -4 +/-61.6 42 +90/-91.3 H-64. ./-80.7 +/-77.4 +l-74.3 /-%2 0H-84.i +141.e 4 +159.8 HS8.2 44 +/-883 +/4124 +1-76.9 +1-75.4 +/-72.1 +/ 8.9• •l-8l6 +1882 P +/ .7 +1.57.5 48 +1-854 +/-W 8 +1.77.2 +/-73.6 +1-70d• 1 +*6.80 +053.5 +/ 48 +/-027 +1-79.3 +1-756 +1-71.9 +/-68.3 1 +1-64.9 +/41.5 +1-58.2 r� 50 +1.809 1 +i-T7.5 +1.74.1 +1-70.3 +1-66.7 1 +/-811 +1-59.7 L+ 52 +/.79.1 +/-75.6 +1- .4 +/_8$ +1-05.1 +/-61.5 m 54 +1-TT4 +/•73.8 +1.70.5 +/-87.3 +/-03.5 56 +1-758 +1-72 +148.6 +/-05.3 58 +1-74.2 +00.3 +/-86.8 60 -1.727 +1-05.7 +I-65 82 +/-71.2 +/.67.1 64 +1-M7 +/45.5 66 +1483 87-718 +/-67 TART P 8- Window Design Pressure (+/-, psf) for Glass Type 7 Long Side(n) 57-7/8 1 72 76 60 88 92 96 100 104 IW112 30 +9W-130 +9W-130 +90/-130 +90/-126 +901-119.8 +90/-1/8.1 +W-117 +90- 15.8 +00/-1127 +gW-109.9 32 +9W-130 +9W-125,1 +901-1%0 +9W-114.8 +9W-108.1 +90/-104.3 +gW-102.4 +90%102 +90/-101.4 +90/•99.7 34 +9WA23.1 +9WAI1 A +9W-111.7 +9W"107.5 M+90N-122,8 +BW9.9.7 +9Cl-95.3 +gW-92A +SW-905 +1-80 +/-a6 36 +9W-116 +90/-109.8 +8W-104.8 +9W-100.5 +SW-93.3 +/-90 +/-87,3 +/44.9 +/-82.3 +/-81.2 38 +8W-111.2 +gW-104.2 +9W-07.9 +901-94 +/-88.2 +/.84.9 +/A1.9 +/-79.4 +/-78.4 +1-74.3 40 +9W-108.9 +9W4i9.6 +9W-03.4 +9W-901 +/-87.2 +1-04 +1-80.5 +1-76.7 H-73.5 +1-70.9 42 +9W-103.2 +0-05.7 +90141.2 +/-97.4 +/-84 1 -140.6 +1-77 +1-73.1 +1-08.8 +1.88.9 +1-65.2 44 +9W-99.7 +9W-03.1 +/-89.1 +/-85.2 +/-81.4 +147.8 +1-74.1 +/70.3 +/-67,5 +1-83.9 46 +gW-g65 +9W-01.3 +/-87.2 +1d3.2 +/-79.2 +1-75A +/-71.7 +/-58.1 +/.65.1 y 48 +90/-03.5 +1-0.6 +/-85.4 +141.2 +1-77.2 +/-73.3 +/-69.5 +1-668 a 50 +9W-91.4 +1.87.8 +/-03.7 +/-79,4 +/45.3 +/-71.3 +467.5 52 +1-0g.4 +/-06.5 +/-81.8 +1-77.7 rn 54 +1-87.5 +/-83.4 +/-79.8 +-/ 6 +/ 71.6 56 +/-85.6 +1.81A +/-77.5 +/-73.8 58 +/•83.8 +/-79.4 ♦1-75.4 60 +/•821 +. .6 +-73.5 62 +/-80.4 +/-75.0 64 +/-78.8 +1-74 66 +/-77,2 87.7I8 +1.74.9 7116" LAMINATED GLASS STACK fo,3/16- ANNEALED GLASS SG INTERLAYER 3/16' ANNEALED GLOSS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 5/8" 11.7/8 O.C. MAX. GLASS BITE --.- LONG SIDE 1-2 T_ EXTERIOR SHORT L (� 20 13 SIDE v- GLASS TYPE 5 I- LONG SIDE -►- SHORT SIDE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK LAMINATED GLASS GLASS STACK T" 3/16" TEMPERED GLASS 3/18" ANNEALED GLASS il - 3118" ANNEALED GLASS 7/16" AIRSPACE ,090" SG INTERLAYER SHORT 11 SIDE 5 USED AT CURVED FRAME MEMBERS ONLY 29 5/8' G I1-7/8" O.C. MAX. GLASS SITE 12 LONG SIDE EXTERIOR G,,see 21 13 GLASS TYPE 7 SHORT I _ SIDE PRODUCT REVISED as eomplying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. 0 C � O LO a1o0 0 L� N Q � aD N O GGG K -1 N n O ^ Z LL Z 79 coo LLR� W O_ O Z W O 0 U g a LL o Q ® Iaa45 81 Z fi ttl z O w ❑ a/os Z_ O Z N� w as X LL ❑ af1II 'ne0 seua9 NOTES: �� s •. ;..nu, ;... �,�-`�- 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION. - 71/S/QNAL 06 1��\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7/ 1 I 1 I I I I111 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, 4) THIS SHEET APPLIES ONLY TO FLANGE AND EOJAL-LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. A. LYNN MILLER, P.E. P.E.k 587 , . ... . . . ... .. .. . . . .. .. . • • • , .. . • • • • -• 0 • • - • • • • • • • • • • • • • • • Windgw DejigltPressure (M", p•Q for Glass types 6 8 8 LOW do (h 87-7/8 1 72 78 80 84 88 1 92 96 100 104 1 1MIQ 112 tt8 120 124 1 126 132 13B 140 1" 30 +90-130, +90-130 +90-130 +901-130 .90/-130 «W-M +901-130 +90-130 +90.130 +901-130 1 +90-130 +901-130 +90-130 +901-130 +90i-130 +WI.130 +90-130 +901-130 +90-130 +90-130 32 +90-130 +90-130 +90-130 .901-130 +901-130 +90-130 +90-130 +90-130 +90-130 +901430 1 +90-130 +90.130 +90-130 +90-130 +901-130 +90-130 +90-130 +90.130 + 1-130 +90-130 34 +90-13D +901-130 +90-130 +90-130 +90-130 + 0/-1 -400 00-130 +90/-130 1 +901-130 +90.130 +9p/-130 -130 +90/-130 +WA30 +90030 . 38 +90-130 «901.130 r90.130 «W-130 -130 + Ot- + 134 190-1 + I.130 +90-13D +90-130 +90130 +90.130 +90-130 +90-130 +90-130 36 +90-1 +90.130 +90-130 +90.130 + -130 -1d0 •+90613GD -130 -130 +W-130 .901-130 +90-730 +90/-129.2 +90.127.3 40 +90-137 +90-t30 +90-130 +90-t 30 r9 130 +•0-1.0 •. -1. •730 +90-1 .8 +90.1232 -122 42 +90-13D +90.130 +90.130 + 1- +S M30 +•D/-1-0 -1 .3 + -123.2 +90-119.7 +90.118.4 44 +1 0-131) +90-130 +90-130 +901.130 -130 + -130 + -130 .124.5 +90/-119.4 +901415 46 +90-13D +90-130 +90-130 +90.130 +90.130 +90-130 *W-126.9 +W-120.5 +90-115.3 48 +90-130 +90l.130 +90.130 +90.130 +90-130 .129.7 +90-123 +901-116.5 t° ti 50 +90/-130 +90-130 +901-130 +901-130 +90.130 +90-12B2 89.41-119. .o 52 +90.130 +90.130 +90.130 +90-130 +90/-130 +8fl81-123 m 54 +W-130 +90-130 +90•190 +90-130 + 81-121.1 58 +90-130 +901-130 +90.130 +69.41-i29 58 +90/-130 +90.130 +901-130 80 +90-130 + -130 +80.12.129. 62 +90-130 a90-130 84 +90-130 +901.130 BB +90-130 67.7/8 +90-130 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSON. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS, TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1.1/16' NOM. HORIZONTALLY AS SHOWN. 7l16 LAMINATED GLASS STACK ....{ 7116' LAMINATED LONG GLASS STACK f GLASS STACK SIDE 3116' HEAT STRENGTHENED GLASS 3116"MEAT �"� LONG SIDE .09INTERLAYER 3/ifi" TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS T— 18' 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711 6"AIR SPACE .090' SG INTERLAYER SHORT SIDE F- 4 11 6 11 + '1 SHORT USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 6/8' FRAME MEMBERS ONLY 29 5l8' al ✓$ N-718" O.C. MAX. GLASS S1TE � 11-7/8" O.C. MAX. GLASS SITE 1-2 1-LONG SIDE --�I EXTERIOR EXTERIOR T a20 13 (L1 s14 21 73 SHORT LONG ��YY SIDE ��11 � SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED Bu•s ilcompdingode my with the Florida Non -No. 17.0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. S 4 7c+> Y U a^°6 0 r i O N >- N j °100 0 m p w U) o X- w n Q -1 o am Z g Z LL n � J map 0 U w o ®2 LU 0 L-uz-cto� aN o w .l. 0 0m0 o Z m � O � LL g a a Q f.. ®ILL T ws = O In z 4 � Z -!ems LL D_ O Z NN O X W a.a. as LL O r01 -al-vas ,,N GENE z 1:1 * No.58705 =moo' at 1551/:? t4a: /7NAL ',' 111 11 01" A. LYNN MILLER, P.E. P.E.# 58705 . . .•. . . . ... . . ... . . . • ... • • • • • • • • •X 1.00D B(l vialP• • • • • • EDGE • OR A AIANd. • • • • • INSTALLATION DISTANCE • • NtifE 2, THIS�HE T • • • • TYPE C • •• INSTALLATION • • • • • EMBEDMENT TYPE A 1/4• MAX EMBEDMENT �— SHIM L • 1.• •• !� 009 • • • •ED•E• B • • • • 04U1STA'10E � 1 SAM 0 • • • k • � n WINDOW EXTERIOR BUCK HEIGHT WINDOW I HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-314" 7YP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET ; USED AT CURVED FRAME MEMBERS ONLY '' •: (c� 11-7/8' CC MAX, CONCRETE/CMU PERANCHOR REQUIREMENT 1/4' MAX. SHIM STEEL SELF -DRILLING SMS (05), SEETABLE THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 15�1 XTEEERRIIOR MIAMI-DADE APPROVED MULLION - \ (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET 777�1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT ANCHOR `• r * REQUIREMENT INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE 8 SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B INSTALLATION TYPE B IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET / I EXTERIOR \ I VISIBLE LIGHT WIDTH = 1� l~— WINDOW BUCK WIDTH - 2-314• WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION NOTES TARI P It - EMBEDMENT EDGE DISTANCE CONCRETECMU PER ANCHOR REQUIREMENT Anchor Substrate Distance Edge e Min. Embedment 8 BO.C. #12 or#14 410 SS Screw P.T. Soldham In! 8 =0. ) 8 1 7 ' Aknnkaan 3T5 rain' 8" O*D63g 12 A30 Steel 318, 0.063• • 12" Steel Stud Gn 33 min. 318" 0.045 18 Ge 12' #12 or #14 Steel Screw (G5) P-T. Soothe. PI. (SG�0.55) 9116' 1.3/8' 12" Aluminum, W6375 min. 318" 0.063" 36 Steel Steel Stud, Or. 33 min. Still 318' 0.0137 • 0.C45" 18 Ga • 12" 12' V4" 410 SS CmIeFlez Ungrouted CMU, (ASTM C60) 2-1/7 1-1/4' 12" Concrete (mkt. 3.35 ksp 1• 1 314" 12• 1/4" Steel Ultrecon Concrete (min. 2.85 kai) V 1.9/4" 12' Concrete (mkt. 2.05 kip 2-V7 1.3n8" 12' Ungrouted CMU, "TM C410) 2-11T 1-1/4' 17 Grouted CMU STM C-00 2-1/7 1-V4' 17 5118' Steel t8hseon Concrete (mh. 3.5 kal) 1.114, I-VO 17 Grouted CMU, STM C-90 2 V? 1 7/4" 17 telly. urd Ir1--DCTU.. I rlt Mt I AL -I-M. 'LINGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM Metaial Min. Fy Min. Fv Sted Sinew 92 k.1 120 kel 4108snwr 90 ks1 110ks1 El. Ultrof-0 155 kai 177 W 410 SS Elan CmWFler• 127A kal 189.7 kd 8C6345Alumllwrn 16 kai 22 ke1 A36 Steel 36 01 58 k.1 Or. 33 Steal Swd 33 ka1 45 km PRODUCT REVISED guas lldcomingPiriml• with the Florida NOA-No. 17-0614.11 Expiration oat• o2/19/2019 NO CHANGES THIS SHEET. i a to Y m 0 „ay 0 C7 N 3 y ala0 0 N a7 OJ � N e —' QLL C, o r Z � r` p =U1 , 0 L) i W o Z 'S80 ~ 0 r V aZm Z O U 1- g LL O J Z O to U) 5 1ae45 O ~ Z ON Zcooleos 0Lu NN Lu as LL LL aptsse0 sauas 't�o' •41GENSF ��((� * No. 58705 Izz sT s10NAL 11, A. LYNN MILLER, PE. P.E.#58705 EDGE DISTANCE INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 23/4" . . ••• • . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . a:. 2X WOQp B4CK%AIb • e • • e • 441ST�A'L TION �- OR FRANINOI SEE • • • • • I NOTE 2,•DIISSHEEI • • .0. • �Q • • • • • • • • • • 1/4"MAX SHIM EMBEDMENT ~{ SHIM • • EgGE • - i • s �jj�C6 • • • iISTMNC� • • • • • • •. �1/4" MAN • • 2 SHIMS • • • •' . TYP. ANCHOR TYPE, EMBEDMENT AND EDGE -, DISTANCE PER SUBSTRATE, SEE TABLE 9 THIS SHEET INSTALLATION TYPE F iX WOODBUCKSTRIP. SEE NOTE 2, THIS SHEET TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 9, THIS SHEET ' USED AT CURVED FRAME MEMBERS ONLY I •' '' •. . -115 EXTERIOR \ 4 I 11 11-7/8" O.C. MAX. CONCRETE/CMU I VISIBLE LIGHT WIDTH = !!!�� PER ANCHOR WINDOW BUCK WIDTH • 23/4" REQUIREMENT WINDOW BUCK WIDTH 1/4" MAX. SHIM STEEL_:Z:7Z:2Z'jkj SELF -DRILLING SMS (435), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H EXTERIOR MIAMi-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �{- 114" MAX SHIM } 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET } CONCRETE PER EMBEDMENT ANCHOR • REQUIREMENT INSTALLATION I EDGE TYPE F Y� TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET VERTICAL SECTION D-D INSTALLATION NOTES HORIZONTAL SECTION C-C TABLE B: EMBEDMENT a EDGE DISTANCE 1 CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate IrL Edge DIstance Min. Embedment Spacing #12 or #14 410 SS Scmw P.T. Southem Pine (so- . ) 6N6' 13/6' IF Aluminti-, 6063-T5 min. 3/8 0,053 ' 12' A36 SNeI 3/6" 0.087 • 12' Steel Stud Gr. 33 min. 3/8' 0.045' 18 Ga ` 12' 912 or 014 Stee! Sctew (G6) P.T. Sou[hem Pine (SG--0.55) 9/16' 13/7 1T Aiumkern, 6063T5 min. S/B• 0.063" • 12' A366ted Steel Stud, Gr. 33 min. SIB" 3/e' 0.067• 0.044 16 Ga IT 12' 114' 410 SS CreteFlee Ungmuted CMU, (ASTM C-90) 2-1/2' 1-1/4' 12. Conomte (min. 3.35 kel) 1' 14314" 12' 114' Steel Ultmwn Conc to (m 2 02.85 kat) I. 13/4" 1T Concrete (min. 2.85 kai) 2-1/2' 13tr 12' Ungmuted CMU, (ASTM C 90) 2-1/2' 1-1/4' 12' Grouted CMU ASTM C•80 2.112' 13/4• 12" 5116, Steel Ultrecon Concmt. 'in. 3.5 kei) 1.114' 1,V " IT Grouted CMU, ASTM C-W 2-1/Y 1-3/4" 12' -MIN. kWJ IM tAUJ BtYUNU i Ht MtIAL SDIdJ1KATE. 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IXWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. M.W.1 Min Fr Mln. F, Steel Scmw 92 k.i 120 ka1 410Screw 90k.i 110 kd Elco LareC.4 155 k.1 177 kd 41C SS E1.e Crd.P1w6 127.4 kd 189.7 ksl 6M3.13 AkrNlun to kal 22W AX Stool 3e It. 68 kel Or. 33 8" Stud 33 W 46 kd PRODUCT REVISED as comp in with the Florida Building ode NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEEP. 5 c > a ^ab 0 n aloQ 0 cm pt�v i y o J {n� W N O Z LI- � u �0 ULUoO Ub ea o F Z �N V DM0 Z r z In O ~ Z LL O n -3 1— ® N J laa4S Z H 3 N O Z z o 0 aJe,s L Z W 00 O J 'c_1m ui W LLw as a. oN1 '��D seueS * ; No. 511705 moo•`' ST TE F .FtORIDP'.--' N ` I ZONAL IE 1 A LYNN MILLER, P.E. P.E.# 58705 TYR ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEEABLE 10, THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 23/4" 5 INSTALLATION TYPE J USED AT CURVED FRAME MEMBERS ONLY 0 11.7/6" O.C. MAX. . ... . • . ... .. .. . . . .. .. . . . . . • • . • . . . . ... . . . . ... 2X WOOj1 BIJFKSjRI% • • • • • • • • INGTALLATION OR FRAWN(3sSEE • • • • • • • • • NOTE 2.4FH1816HEE► • • • • • • 090 • DISTANCE • • • 1/4" MAX EDGE SHIM DISTANCE TTh 2X WOOD BUCKSTRIP • • • • • • • •—VvORFRAMiNG,SEE • • NOTE 2, THIS SHEET • • • • • • • • • ' • TYP. ANCHOR TYPE, EMBEDMENT AND • • MAY• • • • • • EDGE DISTANCE PER SUBSTRATE, SHI SHIM • • • • • B SEE FABLE 10, THIS SHEET EMBEDMENT J—_ 1M" MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET _F1/4" MAX SHIM r-- EXTERIOR V MIAM4-0ADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE �+ EMBEDMENTTYP. A HCN OR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION TYPE K EDGE DISTANCE --►{ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR 15 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH-2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max. O.C. SpackV 2.1/2" x .113" Box NaB P.T. Southem Pin G=D.65 "Ile' 5' 2-1/2" x .131' Common NPoI P.T..... 2: G=0.55 3/8* 5" 2-IP2' x .145" Roolng NdI P.T. Southern Pine G=0.55 3M 5" 910 x 1' Stool Screw(05p P.T. Souttiem Pine G=0.55 112" 5' D.OSr Aluminum, 6D63-T5 min. 5116" 5 V16' A36 Steal 5/16" S" 0,045" 16 .1 Steel Stud, Gr. 33 5116" 5" - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS "2X' ARE 1.112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mate4W Min. Fy Min. F, Steel Saes e2 kd 120 kel 603-TS Ak.*— lake) 22 kd A36 Steel 36 k.i sow Dr. M sued SUA 33 W 45 W PRODUCT REVISED as complying with th• Florida Building Dodo MOO -No. 17-0614.11 Expiration Dato02/19/2019 NO CHANGES THIS SHEET. ja �a K -r O 0 C9 N e7EO � WNW O Lo caN pLu J g ' Z 4e Z LL .. J --J--Icy0 LU cp Uvd ®8 O 10 HWZ t` Z O 5 0 J m Q ® N ..qs oFF-- = O Q Z Q J sl°� z O h (NN w Lu x K D- a LL LL eB!1 '�serJ aeueg ONY LYNv * ; No. 58705 1 *_ S�O S A E 0 �S7C)NAL 1 NG �. A. LYNN MILLER, P.E. P.E.# 5870.5 INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT ]EIGHT= MNDOW BUCK iEIGHT- 2.3/4" INSTALLATION TYPE N . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . a:. • • • • 2X WOCY1 B4"5kTRII• • • • • • • • • -- EDGE OR FRA61INM SEE • • :N"CAXIA TYRE Me a • DISTANCE NOTE 2,. HVSHEE� • • • • ••• • • • 000 a EMB•• EDMENTII a 1 /4" MAX EMBEDMENT I SHIM• 1 • a • • O M. BUCKSTRIP --1�----i� • : • : • QR FRAh1YJG. SEE • • 1!4" MAkI • • • NOTE 2, THIS SHEET • • • 3 SHOP • • i- e e • • _ I EDGE �l DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY DISTANCE ,1-7/8" O.C. MAX. I- i CONCRETE/CMU PER ANCHOR REQUIREMENT 1 /4" MAX. SHIM INSTALLATION TYPE O STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TPP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET �I I VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH-2.3/4" ��111 WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 1 i ANCHOR TYPE, K� �� EXTERIOR EMBEDMENT DISTANCE PER S-DGE=J� DISTANCE PER SUBSTRATE. n �L SEE TABLE 11. THIS SHEET MAX SHIM MIAMI.OADE APPROVED MULLION �1/4" (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE it THIS SHEET EMBEDMENT "• T EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Atlatror Substrate Min, Edge Distance Min. Embedment Max. O.0 Spacing 012 or #14 410 SS Screw P.T. Swthem Pine SGx0.55 15" 1-3/8' 3. Aluminum 8W3.T5 min. 318" 0.063"' A36 Steel 3/8" 0083" " 3.T Steel Stud Gr. 33 min. 3/8' O.O4S 18 Gel • 3.7" #12 or 414 Steel Screw (GS) P.T. Southem Pins C=0.65 9/16 1-ye, 3.7" Aluminum, W63-T5 min. 3/3" 0.083" - 3.7" A36 Steel 318" 0.063' • 3.7' Steel Stud Or. 33 min. 3W 1 0.045' 18 Ga • 3.7" 1/4' 4103S CmteFlez Ungmted CMU ASTM C-90 2.112" 1-1/4' 6.7" Concrete (min. 3.35 kel) 1" 1-&4' e.7" 114" Steel Ukracon Cancrets min. 2.85 ksl) 1" 1.3t4' ax Calwrete (min. 2.85 ksi) 2.1/2" 1J/8" 6.7" Ungmted CMU ASTM C-80 2.1/2' 1-1/4' 6.7" Grouted CMU ASTM C-90 2-112" 1.3/4" e.7' 5I16" Steal Ultraccn Conumta min. 3.5kei 1-1/4' 13/4' e.T Grouted CMU ASTM C-90 2-1/2" 1,l4' 6.7 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1X WOOD BUCKSTRIP, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET INSTALLATION NOTES: " . • . 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1.1/2- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE VERTICAL SECTION H-H WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Metalel Min Fr Min. F. steel eaew 92 kel 120 ksi 4103o 90 kal 110ksl El. UkraCarm 165 ksl 177 kal 410 SS Elco C 1deFlex• 127.4 ksl 189.7 kai 6053-75 Alumnae 16 ksl 22 kw AM Steel 36 kel m kw - Or. 33 Suer Stud 33 ksi 45 ksl PRODUCT REVISED as eomplring with the Florida Bullding e NOA-No. 17-0614.11 Expiration Date O2/19/2019 JR - 06/OB/17 - UPDATED .. ANCHORAGE TO FBC 2017. a z w h a Y U x v O eN o� Ov lM d Q 2 LL uMvo 0 U_d o� W w cN f- � •�-- r0 0 Zj g o W /roes m ® � Z O ~Q1 rA Z O 11 J ele'S O 3 F NN w 3� X z as LL U. s1711 "�aep seueg . . ... . . . ... .. .. . . . • • .. . . . ... . . . . ... • • • • • • PRODUCT REVISED • • • • • • • • • • • • as Com lln with the Florida • • • • • • • • • 6uildlnp ode • • • • • • • • .0. %'... 17-0614.11 • • • • • • • • • • • • • • • • • • • • lxplraGon Dab 02/19/2018 •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES ASSEMBLY DETAILS FOR FIN FRAMES NO CHANGES THIS SHEET, a c5 cn Y U w 3 f!) ANGLED/CURVED ANGLED/CURVED O '� o O 7 FRAMEASSEMBLY 90° CORNER 90° CORNER FRAME ASSEMBLY alo0 W FRAMEASSEMBLY i FRAME ASSEMBLY � � O � W � ti r °U� Z dad r = LL w LLU1 U a I ❑_ 10 i 10�!,ALLCORNERSTO ALL CORNERO O LU Ohta USE GASKET / USE GASKET O Z Z �- AND/OR SEALANT i ;AND i AND/OR SEALAZ 0Ofly S O ❑ O EQUAL -LEG FRAME Z FLANGE FRAME ®Z OEQUAL-LEG FRAME FRAME WITH INTERIOR MITERED FRAME WTTH INTERK)R OERIOR FRAME WELDS AND EXTERIOR FRAME WELDS Q FLANGE FRAME (SHOWN) OR CORNER KEYS AT (SHOWN) OR CORNER KEYS AT LL Z W a/ S OSCREW BOSSES. SEALANT AT ALL CORNERS SCREW BOSSES. SEALANT AT ALL CORNERS O ;i N N 30 O w r X O IL E LL in aflll roco0 ca�.as �. QC AS *P'G No.58705 �NAL E ` A. LYNN MILLER, P.E. RE.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • — 2^4' Item PGT Part# Description MatRrlai • • • 1 4253C Flanged Frame Alum. 6063-T5 2 4285 EquaNeg Frame Alum. 606%TJ 4256 Integral Fin Frame Alum. 60a&T5 • 4 42S5 7/16" Laml. Glass Beading Alum. 6003Tib • 5 4254 I.G. Glass Beadit Alum. 60Py9 ea 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' corner joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Dum. 65 +/-1 13 Dow 791, 890 or GE 7700 Backbedding Silicone 20 71662K Setting Block, Mono. 3116" x 7/16' x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 13/32" x 4' Neopmne, Durc. 85 +/-1 29 1#6 x 1-1/4' FH SMS Stainless Steel 30 781PDX 1#8 x 1' Quad PH SMS Stainless Steel STRUCTURAL STRUCTURAL SILICONE POLYISOSUTYLENE 1/4"NOM. FOAM — WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS- / • • • • ,094" -;-1 l�� • 074" 062' 1.875 • • • • •438" 1j190• • • • ab00ti • • • �� ,O60iO.00r • I 1� • • • • FLANGE FRAME • • •� 253C.6063-TS 2.784' 074' 062• 1,375" J_ i I I I ' 5001, .438' .050- oc r OEQUAL -LEG FRAME #4285, 6063-T5 1 t .970" � -- .875" F1 T-- 1-+-- .050" 7/16" LAMi- OGLASS BEADING #4255,6063-T5 ELT BUTYL ALL REII 3/16" NOM, 5/16' BUM & DESICCANT FOAM EXT. GLASS--. / —INT. GLASS �v `INT. GLASS "V/ \--INT KODISPACE SUPER DURASEALO 7a 4SG TPS 76 SPACER(DNXT"" 77 SPACER Part # Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See this 77 Quanex Duraseal Spacer Sheet i br Materials 78 Cardinal )L Edge Spacer 875' I.G. GLASS BEADING #4254,6063-T5 2.784" —►{ .064" .074' I O62• 1.375' L T� �.500" 438" } jI� .050s0.oae• 1.125" L 077' 3 FIN FRAME #4256, 6063-T5 ---1 1.03T � - .050'+ INSTALLATION !a)FASTENER COVER #4270, 6063-T5 2CEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS E)cr. GLASS GLASS 7s XL EDGE1" SPACER PRODUCT REVISED Buias colding Coden"'c'. g with the Florida NOA.No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. > V Y U n°y a O Q °ID0 O O N 0 co c2 J O u• Z X8 r Z n u J —0 O U U d o 0 W Z W < Q O Co Co -N aua o O W = _ �z ~ gO OU O $ CO Z ® S'i 2 Z O CO z Z°r„S �N O a a � m °N1 '�sa0 sau°g OC * ; NO. 58705 S ` 01VAL IENG\\ A LYNN MILLER• P.E. PZA 58705 ...... .... . . ...... .. . ...... ••••,. •. •.�•,• ...... .__.__-- .-,.;; {lore' Vifta9e ----- •• ; ...�.: --- } DATE BY Ov 10 • DEPT •••••• Zjn'NING f� i F3LDG DEP ' ALL FEDERAL IANGE WAN �',l ili.li CI 1O COMI'i REGULATIONS TY RUl ES �; i ni( 11P111 CnUN