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WS-16-282 o POST ON SITE .� RECORD Permit NO. WS-2-16-282 � Miami Shores Village � ldrk-1 ermifType: nOW u tet'S � 10050 N E.2nd Avenue... "'�� Miami Shores,FL 33138-0000xps-'fi tion:Window/Door Re lacement' Phone: (305)795-2204 Fax. (305)756-8972 c �ORIDp' Issue Date: 2/9/2016 Expires: 08/07/2016 :tom a 1 <;,. INSPE('TIr)tN PEQUES T S (305)76'f-4949 or Loc; on at https://bidg.miaPAY. svillage.com/cap REQUESTS Al:Z tiCCEPI EO DJF:IN(d b: OAh�-3.3�FM FOR THE FOLLOWIN US Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #:1132060142080 Owner's .Name:DIANE RAMIREZ Owncr's Phone: Job Address: 760 NE 96 Street + XW Total Square Feet: Al2.00O.00 Total Job Valk.iation: $ Bond Number: r +.. WORK IS ALLOYED MONDAY THROUGH SATURDAY, 7:30AM-6:09PM.NO WORRK LS ALLOWSD ON Contractors _ Phone Oln ry Contracior SUNDAY OR HOLIDAYS. Yes O;JI1-D:?!3 INCE CCT!ONS ARE DONE':0NDAY THROUGH THURSDAY ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPEG.I(_ 4 WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS AflE READL „b.+ILABLE. IT IS THE PERMIT_PPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EAPOSED FJR I;JSPEOT ON PLJRP0jr_S. NEITHER THE BLILDII.3 OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED;N-:-HE RLMOVAL OR RCF:.;CEMEI'T OF AN'r MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 LENDER OR AN ATTOR!JE-Y BEFORE COMMENCING WORD OR RECIORD,N117, YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD PLUMBING STRUCTURAL ZONING INSPECTION I DATE INSP INSPECTION DATE INSP INSPECTION DATE IN Foundation Zoning Final I Stemwall ZONING COMMENTS Rough + Water Service Slab I Columns 1 st Lift2nd Rough Columns 2nd LiftTop Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors 3 Z3 GELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Tem ora Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding_ Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool lab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final M Final Shutters Intercom Rough Rails and Guardrails Intercom Final ' NICAL ADA compliance Alarm Rough INSPECTION DATE INSP 4-TG Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment CertService Work With Floor Elevation SurveyVentilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE JINSP Final Sprinkler Final Alarm Ace O� CERTIFICATE OF LIABILITY INSURANCE DATt(MMIDDP(YW) 1 3/14/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA FACT Cer#ifica#e Department _ W.F. Roemer Insurance Agency, Inc. PHONE 954_731-5566 FAX 954-731 8438 3775 NW 124 Avenue s/clla. r�N� — Coral Springs FL 33065 E-M.....certificates@roemer-ins,COm INSURERS AFFORDING COVERAGE^` NAIC X INSURERA:Arner1Can Builders Insurance Co µ 111240 INSURED ASTOR-1 INSURER g; _ —_ Astor Construction, LLC INSURER 0: Astor Windows& Doors, LLC 7330-7332 SW 42 Street INSURER D: _ Miami FL 33155 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1833541 12 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE.POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POUCY EFF POU Y EXPLTR 'INVD POLICY NUMBER MM/ODIYYY MMR]DlYYYY LIMITS A X COMMERCtALGI=NEI%ALUABILn`Y I 7GLP0189114-01 12/2012019 2/20/2017 EACH OCCURRENCE i 51,000,00D CLAIMS-MADE �i OCCUR I PREMISES(Ea occurrence) I$100,000 MED EXP(qn one person) $5,000 + j I pEN'L AGQREGATEPR 1T APPLIES PER: PERSONAL9ADVINJURY $1,000.000 i I GENERAL AGGREGATE $2,000.000 —�POLICY. ,X.:JEI� J LOC _._.—..—.— OTHER: i PRODUCTS-COMP/OP AGG $2,000,000 — i -------�g' [AUTOMOGILE UASIUTY Eaaccl0anl $ ANY AUTO ;BODILY INJURY(Per person) S ALL ONNEO i SCHECULED — i,—I AUTOS L-..J NUT09 f UODILYINJURY(Per accident) 1 HIRED AUTOS !AUTOS ED I I P}ZvF�fYT1�AOOS�c IS I U0A13R@LLA LIAR I —_..OCCUR 1 1 1 !EACH OCCURRENCE �ExCESS UA8 ... C AtM$-MAPFJ i I I AGGREGATE DEO ! RETENTION 5 $ '� — A j WORKERS COMPENSATION WCVDSDWO08 ?/20/2018 2/20/2017 STATUTE ANO EMPLOYERS'LIABILITY X ZANY PROPRIETOR/PARTN ER/EXECUTIVE Y/❑N i OrFICCRnnEM9EREXCLUDED? NIA ; E.L.EACH ACCIDENT $1,000,000__ (Mandatory In NH) ! E L DISEASE-EA EMPLOYE S 1 000 D00 s.daaIX1N under 1 I� �CRIPTION OF OPERATIONS below ! E.L.pISEASS-POLICY LIMIT I S 1,000,000 I I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be aCachad If more space 15 required) Ref. CG license#CGC1506639 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS, 10050 NE 2nd Ave. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE m 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Permit No. WS-2-16-282 `SµOREs L�� Miami Shores Village Permit Type:WindowstShutters F �n 10050 N.E.2nd Avenue NE Per ' tv. rk Classification:Window/Door Replacem "" Miami Shores,FL 33138-0000 h�ENa` Permit Status:APPROVED Phone: (305)795-2204 FC0 1Dp` Issue Dater 219/2016 Expiration: 08107/2016 Project Address Parcel Number Applicant 760 NE 96 Street 1132060142080 Miami Shores, FL 33138- Block: Lot: JUSTIN&GIANNiNA LEWIS Owner Ic`c:+nation Address Phone Cell DIANE RAMIREZ 760 NE 96 Street MIAMI SHORES FL 33138-2520 Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 ASTOR CONSTRUCTION LLC I Total Sq Feet: ry Type of Work: PROVIDE AND INSTALL 10 NEW IMPACT _ v Available Inspections: No of Openings: 10 Additi^,-al Info Inspection Type: Window Door Attachment Classification:Residential Final Scanning:3 Review Building I�ttlDitRt I� Fees Due Amount Pay Date Pay Type Amt Paid Amt Due I� CCF $7.20 Invoice# WS-2-16-58530 DBPR Fee $3.00 02/02/2016 Check#:2147 $50.00 $ 184.20 DCA Fee $3.00 Education Surcharge $2.40 02/09/2016 Check#:2151 $ 184.20 $0.00 Permit Fee $200.00 Scann ng Fee $9.00 Technology Fee $9.60 Total. $234.20 In cons!derili-,i of the issuance to me of this perp• t, I agree to perform the ,eor:< covered hereurd3r in ^compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prober authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or empLyes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICA_,WINDOWS,DOORS, ROOFING and SWIMMING POOL wor- OWNERS AFFIDAVIT: I certify th II the foregoinc information is accurate and that all work will be done in com fliance with all applicable laws regulating construction and zo in . ther re, I authorize the bove-named contractor to do the work stated. Febri ary 09, 2016 Auth rized n to .Owner / Applicant / Contractor / Agent mate BuHdin.n. Department Copy February f�% 2016 —- 1 a l� Miami Shores Village BuildingDepartment \fib 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 0% 2015 Tel:(305)795-2204 Fax: (305)756-8972 — INSPECTION LINE PHONE NUMBER:(305)762-4949 F..B--C 20H ff BUILDING Master Permit No. WS, 2 PERMIT APPLICATION Sub Permit No. BUILDING F-] ELECTRIC ROOFING 0 REVISION F-1 EXTENSION RENEWAL PLUMBING F-1 MECHANICAL PUBLIC WORKS E CHANGE OF [—] CANCELLATION F-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �((/Lf I L � `�lJl�� City: Miami Shores County: Miami Dade Zip: .3 ' Folio/Parcel#: �� ?�D V l`K -�qam Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �FFFE: // OWNER: Name(Fee Simple Titleholder): 1 1 5 Phone#: ?K,-,2-50117,9341 K✓ Address: City: � l J State: "_7 Zip: j,3f 3 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 45&r' i Phone#:133c�� C�13e Address: City: State: °-I Zip: 331St Qualifier Name: ' "�� 01 Phone#: State Certification or Registration#: � � ' �j 7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ,, City: State: Zip: Value of Work for this Permit:$ E Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Al�erationn / ❑ New ZLaepa i r/Rep lace ❑ Demolition Description of Work: o / � �/��J l` �l(�''�,{� J�l'l lir? a /�J �. U Yl�n�-,S Specify color of color thru tile: Submittal Fee$ 5d "CJS Permit Fee$ 2G0 CCF$ �2• CO/CC$ Scanning Fee$ . " Radon Fee$ DBPR$ > CA3 Notary$ Technology Fee$ �'1 • �� Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ P ( c' TOTAL FEE NOW DUE$ 1 7 �l l (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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAVING 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 bnildhrg permit urith cin estimated valve exceeding$2500, the applicant mast promise in good.faith that a copy of the notice of commencement and construction lien lair brochure will be delivered to the person whose properly is subject t critac/truer/. A/so, a certified copy of/he recorded notice of contntencerneni must be posted at the job site .for the first inspection i ich occurs serer (7) days after the building permit is issued. hr t 7e absence ol'such posted police, the inspection will not be a gored and a reinspection fee hill be charged. Signatur Signature Owner or Agent Contractor h Thefo ego' g instrument was acknowledged before me this The foregoinginstrument was acknowledged before me this �d— day o nJ .20 L1,0,by U r iJ Le w/X day of C d ,20 I4 by OA✓Io r � e r4q-� who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTAR PUBLIC: Sign: { Sign: Print: oto",YP��i Print: 'AyP n NAOMIGl1RCU MY COMMISSION#FF 056105 * MISSION#FF 056108 My Co emission Expir s: * * My C mEXPIRES:September 242017 mission Expirs� EXPIRES:September 24,2017 ,., �.. x x* *x*x *xxxxxxx*xxxAR NWxx BUAgst�tetNy�9ewiee�xxx**xxxxxxxxxxx�r xxx*x xtxxxx� oY1a �** 4P rk�9PQe PIpSy lE kax Lt APPLICATION APPROVED BY: ` Plans Examiner Engineer Zoning (d �F9ME�i) Miami-Dade Official Records Print Document Page 1 of 2 CFM 2016RC049015 OR BY. 29915 Pss 4634-4635 (2P9s) RECORDED 01/06/2016 15:24:17 Tbls Document Prepared By and Return to: DEED DOC TAX $2:560.80 KRAMER AND GOLDEN, P.A. HARVEY RUVINr CLERK of couRi' RICHARD A. GOLDEN, ESQ MIAMI-DADE COUNTYr FLORIDA 1175 N.E. 125TH STREET SUITE512 NORTH MIAMI, FL 33161 207-15p ParcAIDNu tber: 11-3206-014-2080 Warranty Deed This Indenture, Made this 25th day of November , 2015 A.D.. Between Diane V. Stewart a/k/a Diane Virginia Stewart n/k/a Diane Ramirez a married woman joined by her husband Emanuel Ramirez of due county of Cherokee , sum of North Carolina ,grantor, and ,Tustin R. Lewis and Giannina Lewis, husband and wife whose address iso 760 NE 96 STREET, Miami Shores, FL 33138 of the county of Miami-Dade , Staw of Florida ,grantees. Witnesseth that the GRANTOR.for and in consideration of the sum of ------------------------TEN DOLLARS (510)----------------------- DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEES, the m ccipt whereof is hereby acknowtedgat has granted,bargained and sold to the said GRANTEES and GRANTEES' heirs,successors and asaigm forenw,the following described land,situau, lyingandbeinginthecountyof Miami—Dade State of Florida to wit: The West 1/2 of Lot 4, all of Lot 5, Block 68, MIAMI SHORES SECTION No 3, according to the plat thereof, as recorded in Plat Book 10, Page 37, Public Records of Miami-Dade County, Florida. and the grantor does hereby fully warrant the tide to said land. and will defend the sane against lawful claims of all persons whomsoever. L—Ck .d b,C 0W-Y Symon,hie.,2015 (80)7414555 race 5Lw62 Book29915/Page4634 CFN#20160009015 Page 1 of 2 https://www2.miami-dadeclerk.com/public-records/PrintDocument.aspx?QS=MwKnucJT67,.. 2/2/2016 Miami-Dade Official Records-Print Document. Page 2 of 2 OR BK 299153 PG 4635 Warranty Deed -rase 2 t✓AST PAGE ParcelIDNumber. 11-3206-014-2080 In Witness Whereof, the grantor has hereunto set her hand and scat the day and yearf� writtcm S ,sea �veredesence: ��-� - �.....�� (seat) Printed am Diane V. Stewart a/k/a Diane 4Nett� Virginia Stewart n/k/a Diane P.O.Address:RAMntEZ 289 RED BELT LANE M14RPHY NC 29906 (seal) 7Prfhted Q (,t� Emmanuel R rez P.O.Address:299 BELT LANE MURPHY NC 28906 STATE OF Florida COUNTY OF Miami-Dade The foregoing instrument was acknowledged before me this 25th day of November ,2015 by Diane V. Stewart a/k/a Diane Virginia Stewart n/k/a Diane Ramirez a married woman joined by her husband Emmanuel Ramirez who are personally known to me or who has produced their North Carolina Drivers L Be u identification. Prints N : Notary P ie My commission Expires: a;Atir: �Ti`AF;rR ` = holary public•stale of Ptur lds s,• ,'o-rF lWy Comm.E'P"es 4tiy 23.2017 '� '• _.;;, a„cammtssicn 4 EF 8738n3 `”'s•w`"mow-`:' ,- ''°,✓'l°a� ''"y.'sh-� 207-ISP toes Or w.tdby0Uiplq Symnn lx.3015 (20)"I'SSSS F—ny'V" Book29915/Page4635 CFN#20160009015 Page 2 of 2 https:H,A,ww2.miami-dadeclerk.com/public-records/PrintDocument.aspx?QS=MwKnucJT67... 2/2/2016 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . TRU RAL . . .. . . . . .. . . . . . . . . . .. CONSULTANTS E� oz 201 •.• .:. :.. •.• .:. •.• .. . ... . . . . .. . WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W.42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305)418-7541 WEBSITE:WWW.ASTORWINDOWS.COM PROJECT: -� ` : T7 IMPACT WINDOW INSTALLATION AT: «, 760 N.E. 96T" STREET a z- Q z MIAMI SHORES, FLORIDA a o MIAMI-DADE COUNTY W LL � Nc JL u N JA ARY•28, 2 16 w C) Li .a°• ix. 4U c T PREPARED Y: CQRLOS N PE Z, P.E. _ = TRUCTURAL GINEER J l?,,%FL!P:E#- 4844 fill;!19l11'�`' " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. I 12Th STREET, MIAMI, FIORIdA 3 3 1 76 TEI: (78b) 242- 1720 - FAX: (786) 242-4399 STRUCTURAL ENGINEERING CONSULTANTS, INC PROjEC7 N• , ntr 9420 S.W. 1 1 2TH STREET SHEET N0: 2- : 0�• • � 5 + MIAMI, FLORIDA 3 3 1 ?b DATE • •oa ar TEl78b i ) 242.1720 FAX i 785! 242-4590 r ��'�`•• DESIGN CALCULATIONS •• .` •;• • • _ 00 ��(0(1�0 .• ' ��1 AA1�5� D`�•1�13:01�3:a'st�t Rt s K CR•re64A = a h = S0.8 s✓s 00 �. �u' q r CG�� "� �•h�� x O��ofl K{t= C • VE�o� PR�sS. F�PaSu�tE cow.(K>,� = I 0 3RD C f -rpexLe3o,3-1� • Roof S�vPc" � q /i 2. rQAARovJe51' DIM ,: 531-110' �1 RODS He IGwr (h) 131-{0 .� • q (CoRNi DIS'�ArVC.E 1:;bg 40e 5� A= O� t x53L1a:51-5 -� y.{ INDcW S �CR1'f HREAL '��G -2oN' Q S oo Psr I p5 F RSL 1 I . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . ... `STRUCTURAL ENGINEERIC . . .. . . . . .. . . . . . . . . . .. CONSULTANTS . ... ... . ... . January 28, 2016 .. . . . .. ... .. . . ... . . . . .. . .. . . . . . ... .. Miami Shores Village Building Department Miami-Dade County,Florida Job: Impact Window Installation at: 760 N.E.96th Street,Miami Shores,Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge,belief, and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure(Zone 4): 57.2 psf Negative Design Pressure(Zone 4): 62.0 psf Positive Design Pressure(Zone 5): 57.2 psf Negative Design Pressure(Zone 5): 76.6 psf w NOTE. "Zone 5"pressures are applicable to openings that are within 5'4"of building corners- Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Building Mean Roof Height: 13'-6" * Exposure Category: D * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shoul appe to have any questions or concerns regarding,,this or any other matter,please do not hesitate to contact u Siricr'`ely; Si] T UCTU -EN EERING CONSULTANTS, INC. (E.B.#: 007781) 01/28/16 Carlos Mt PerezF :E.;•Structural Engineer FL'.'P.E.#•.548 4, = YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STREET, MiaMi, FloRida 3 3 176 TFL (786) 242- 1 720 - Fax: (786) 242-4399 f'�aYy k •• •• • • • •• •• • MiAMI•DADE M4141T-Dr1iDECO1JNTX Tom � t , -, :!M : PkODeCT t011TR40L S,GTION DEPARTMENT OF REGULATORY AND EC N NIIC'RESOURCES(RER) •* •:. 1390?S4 26 Sk*eat,aw m 208 BOARD AND CODE ADMINISTRATION DI SI(IiV�t �'' f T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE 4— www.miAmidade. ov/econom PGT Industries ' . ... . . . . .. . 1070 Technology Drive North Venice,FL 34275 r ; •• ••• •• ; SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, 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 NOAH 12-1218.09 and consists of this page I 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. NOA No. 15-0519.13 MIAMI•DADE COUNTY Expiration Date: April 11,2018 �11�)JpApproval Date: July 16 2015 1 Page I .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries NOTICE OF ACCEPTANCE: EVIDENC > BMI'); FH_ •; ;•• . ... ... . ... . A. DRAWINGS .. .. ... .. 1. Manufacturer's die drawings and sections. •. :.: : : : : :. '. (Submitted under previous NOA No. 12-1218.09) ••• ; ••• ; ;•• ••• 2. Drawing No. MD-CA740-LM,titled "Casement Window Details—LM& SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, signed and sealed by Anthony Lyrm Miller,.P.E. i B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511' Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kttraray ButaciteU PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray Sent yGlas® (Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/1$. Mance erez,P.E. Product Cont of xamiiier NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries NOTICE OF ACCEPTANCE: EVIDEI;C [J) 1VI� T �2 •; ;•• . 0% ... . ... . F. STATEMENTS .. . . . .. ... .. 1. Statement letter of conformance, complying with 1 G.M.)E'ililiou ;W14},•dated May 16,2015, issued by manufacturer, signed and sealed by jnjh;Qj liyt}nMI1gr.,-0P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740" Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. Manuel ez,P.E. Product Contr xaminer NOA No. 5-0519.13 Expiration Date: April 11,2618 Approval Date: July 16 2015 E-2 5116'LAMINATED 7116'UMNATEO GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK (� GLASS STACK CASEMENT WINDOW DESIGN PRESSURE TNJG IMPACT L RATIN& BY KURARAY WBOW BYERIURAY 3116'ANNEALED OR —AMER 'bYICA. KURARAY VARIES, RATED FOR LARGE&SMALL 1I8'ANNEALED '-AMERICA.INC SEE SHEETS 59 MISSILE IMPACT RESISTANCE GLASS\.• AMERICA,INC' HE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE ♦ 3116•ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH - • 1/8-ANNEALED � I HEATSTRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). 37'WIDTH EXTERIOR 39 GLASS EXTERIOR \J GLASS < j a T 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS 25.476"MAX.O.C.IF WIDTH IS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE UNDER 33.476'(HEAD&SILL 35 11116"GLASS BITE (,�� 11/16"GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE 4"MAX r--►S.SEE SHEET 2 3 ' COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS S2 50 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. -� ------_-------------'-' GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X ` �\ 17-1/2' INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED j MAX- DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1A/2'THICK OR •A I A,SEE O.C. 716'MOM. 718'NOM. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 \ SHEET 2 GLASS sracX - Gw55 STACK GLA S STA LAMINATED 5/16-LAMINATED GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I GLASS STACK �118'ANNEALED GLA55 31t6'ANrEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. i - -HEATGLA55 1 6"MAX. 7/16'AIRSPACE< o9o'BUTACITAVO 114-AIRSPACE BY KURARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ( O.C. 11VANNEALEDOR 3tt6'ANNEALED ..DSD'MCA. KURARAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPEREDGLASS\ • AMERICA.W. GLASS'- AIAEPoCA.INC.I OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 69" j / \ - 3g • ��f/8'ANNEALED SHEAT-T E NGTLED EN THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL USE ANCHOR HEAT-STRENGTHENED GLASS VISIBLE j / - PAIR AT EACH EXTERIOR Gum ExiERKNt SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT SHALL I rL JAMB IF 4 SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE I HEIGHT IS (DLO) 26"OR - 11!16•GLASS 817E 11/16"GLASS BITE INSTRUCTIONS. j OVER 37 37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I / C - 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 76' APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE SUFFICIENTLY ANCHORED j / HEIGHT 3.1 )--32 60 31 32 l5^01- TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I / � ` I 7)DESIGN PRESSURES. I GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, j / 718'NDM. BRAM SANE D SIS AND LOADGLASS BASED O7M E13pp. cross STACK I I I GLASS S INATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRVCTURAU I GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I j 3/16'ANNEALED OR 1 1N'AIRSPACE EAT•STRE�HnGTHENEDGLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE .OWSGOY KURARAY WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 3116'TEAIPER D G LA LASS- • AMERICA,INC. 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 4"MAX T ��"'B 3/16'ANNEAL THE PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF J 33.476 14-1/2'MAX.O.C.IF WIDTH IS 3e --HEAT-STRENGTHENED ANCHORS INTO WOOD.A14CHORS THAT COME INTO CONTACT WITH OTHER 33.476"&OVER(HEAD St SILL) EXTERKXI Gw55 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE 1 0000 BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 11/=6"GLAV BITE • - 000000 9)REFERENCES:TEST REPORTS FTL-7065,3579.3580.3724;ELCO ULTRACON TYP.ELEVATION OF O • • NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND • • • - ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 'A ...... :��•'• ...... 32 O • PRODLICTREVISED TABLE 1: •.•••• A'ddu-PIYIodc11lh the FI�r1�a•••• GLASS TYPES 8&9 •.•• •�W t s 15'03!9 f 3 • u I I l • • TD'wANter 8 Glass Types Sheet L(i!N A4/ Rni-d By: Dole: RevisafR•• X IUYoy ae • C i 1 5/16`Lami(1/8 An-.090'PVB•1/8 An) 5 GENERAL NOTES.............................1 \,,`Z�\l�CgNSE (`R ,� --- 000900 ad�N(.dmt, IT 2 7/16'Laml(3116 An-.090'SG-3/16 An) 6 ELEVATION..-_._..............................1 ? `' 17-i-d Oy Dole: RerF' A: • • •• •• ( ) _ ' t4o.90 = LM 5(15/15 FBc W6T4.2otm 3 7/16"Lami 3/16 HS-.090'SG-3116 HS 7 GLAZING DETAILS...........................1 l U5 yAT •• • •• 4 7/8'Lami.IG(118"An-7/16"Air-1/8'An•.090"PVB-1/8'An) 5 INSTALLATION.................................2 _ ASSEMBLY TUBE DETAILS.............3 - ® Desrl;ProA: • • • Drown By: • 5 7/8'Lami.IG(1/8"T-7/16"Air-1/8`An•.090 PVB-1/8'An) 6 LI1= • • • • ANCHOR SPE GLAZING,. �,; GLAZING DETAILS ..... J ROS4VII51C1 6 7/6"Lami.IG(3/16'An-114"Air-3116"An-.090'SG-3/16'An) 9 ANCHOR QV ANTITIES.....................4 '. -7 t�TE 7 7/8"Lami.IG(3/16"An-1/4'Air-3/16'HS-.090'SG-3116"HS) 7 DESIGN PRESSURES...................._5.9 i/U til co •\C�-` i ON. VENICE.TECHNOLOGY 42/DRIVE Title: • • • fie.•• 8 7/8'Lami.IG(3116"T-1/4'Air-3/16'An-.090"SG•3/16'An) 9 ASSEMBLY DETAILS/BOM..............10 , ,<� '' C CASEMENT WI NDOW UETAdLS-LNFBi Cm 08j081Q 9 7/8'Lami.IG(3/16"T-1/4`Air-3/16'HS-.090"SG-3116"HS) 7 CS"-..,.\ �\` P.O. D0>; 1529 • 11j 11�I (!� NOKOMIS, FL '542/4 Serres/4k•UeC Score: Sheer: .rlwlrq M. Rev: "PVB"-BUTACITE�xB BY KURARAY AMERICA INC. A.LYINN'aVR,P.E. -SG'=SENTRYGLAS'%Y KURARAY AMERICA,INC. P£K 58705 CLK I OF nUTH. H29296 CA-740 NTS 1 OF 10 MD-CA 740-LM A INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 4 INSTALLATION ANCHORS DISTANCE OPTION 2 INSTALLATION ANCHORS INTO 2X WOOD. \ CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. �� PER ANCHOR DIRECTLY INTO MASONRY. AS RECIVIREO PER 2 MENT REQUIREMENT TABLE 3.SHEET 4 � � — BUCK WIDTH ---Ft ATTACHED TO 82 TYP.ANCHOR 1/4•MAX 55 18 FRAME SILL tp \ El TYPE, SHIM ATTACHEOTO_ _EMBEDMENT VE14T SILL 89 #12 STEEL _ AND EDGE q{,-t q 1 g0 12 SEIF•DRILLING 5 1 DISTANCE PER �� `:l 32 33SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 '''�///q��' SEE TABLE 3, ` G\) SHEET 4. \60 0-� EDGE /\` 18 gq DADE APPROVED 8 DISTANCE �eaoworewac«uw 38 39 STEELMULLIF ALUMINUM, 35-37r7 STEEL FRAMING OR 82 62 ATTACHED TO VENT SILL 81 STEEL STUD. ATTACHEDTO Q 3537 FRAME JAMB 73 EMBEDMENT 1l VISIBLE LIGHT WIDTH(DLO) 83 70 FOR SNUBBER REQUIREMENTS, 'p EXTERIOR EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. LJ VENTJAMB OPTIONAL ADOON - WINDOW WIDTH 12 FLANGE @ HEAD, SILL&JAMBS HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW _ A1,BELOW•.•- i WIDTH.WASH HINGE:WINDOW WIDTH-13-1/2 HEIGHT \ JAMB NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7.1/2 >14 1HARD. 1)USE ONLY SUBSTRATE-APPROPRIATE I 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 VISIBLE LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. 1 COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE J- i ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION 10•MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. /� / TT WINDOW FRAMES AT IO•MAX. ATTACHED \ t! /. FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 140 I r " ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED 1X I - SEE TABLE BELOW: ATTACHED TO t � INSTALLATIONS.IX WOOD BUCKS ARE l �� FRAME JAMB ® 8g 9 OPTIONAL.UNIT MAY BE INSTALLED I DIRECTLY TO SUBSTRATE.WOOD BUCKS �{ �- 10'MAX. I Abtional Anchors Req fod on each DEPICTED AS 2X ARE 1-1/2•THICK OR L-•••-SEE DETAIL A2,BELOW Sid—(the Ra-A 6.1My Tote(FAT) ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) F Wln4ow Anchor rypa VENTJAMBa V"h A B,C&0 SHALL BE DESIGNED TO PROPERLY LL TRANSFER LOADS TO THE STRUCTURE. QQ I 17--22.0' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION1 - IDET 23'•25.8• 0 1 •••• 38 ISTHE RESPONSIBILITY OF THE ENGINEER > 26•+ • •39 89 OR ARCHITECT OF RECORD.MAXIMUM •••• •••••• 17SHIM THICKNESS TO BE 1/4'.20 - 15 16 7•-22.8' •••W• •AIL `� 29'•25.0' 0 1 1'ILUCiRGVISED 21 B { DEAAIIA2 2 2g•+ 1 ••A• s cemWpng vrith the Flqiidn ap.• \ fAWilding Code {�-0 •rJ'• 60 •••• �*pi. o N C n^r•+_' 1 `l \ 19 O BIx WOO P, �� j IYNA�r,; '� Revised By: Dole: Ra6*4•• ¢ !+09 SEE NOTE 2, \\�\� -•'ENS •�<<<c yi1 •••••• hY Product d ••• 1 THIS SHEET. Q�', �-1C' F Revised 0.1e • • • L By Revisifon•R•) 1/4'MAX SHIM j; T,05 ' � LM 5/15/15 NO(;RANGE THIS SHEET _ • • ••••:• _ No.r�� !I `` —� ® Description Oro�n By: [RE. NCRETE •°• EMBEDMENT o o�S 4f= CROSS SECTIONS&�INSTAtLATION•• J R080k�6�W • 11E OF : � 1070 TECHNOLOGY DRIVE Tirte • • •IREMENf• %TC'•. f'pf21pP,. �•� N. VENICE. FL 29 CASEMENT WINDOV W� ,JLS-LMS$$yl tlaib8n2 INSTALLATION OPTION 3 ,`SS(pfslnL�C, NOKOMI. FL BOX 134274 series/upeee score: steer Re.: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B 1X BUCKSTRIP INTO MASONRY. A L4..E.x5 705 P.E. CERT. OF AUIH. #29296 CA-740 NTS 2 OF 10 MD- A740-LM A P.E.9 58705 CASEMENT(X) CASEMENT/CASEMENT XX AWNING/CASEMENT/FIXED CASEMENT(XXC) PRODUCE REVISED as c ,plying wish the Flmida building Code r— 10',SEE NOTE 7,THIS SHEET155-051 i-R, 6 ActePlance No FIGURE 1: FIGURE 2: 740 SERIESi.tiou Dale Y� o AWNING ED Dy C C k / WINDOW Miami aide OJuct o11tr —D FRAME WINDOW / < , — HEIGHT �'M \ ASSEMBLY 6-� FRAME ASSEMBLY TUBE NOTES: w a Q \ 10".SEE NOTE 7, ►D / THIS SHEET 1)DIMENSIONS SHOWN ARE L1-1 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH = / —CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT W I XT co WINDOW I _ I ' WINDOWSHOWN. AVAAILAB ROUND E E WIDTH OR HE HEIGHT _ —�I WIDTH740 740 1� DIMENSION SHOWN ON THE TABLES. Z(Q' SERIES FRAME SERIES f �£ lJ.) u T CASEMENT ASSEMBLY CASE MEM FRAME (CASEMENT, PRODUCT 0 .o WINDOW TUBE WINDOW L ASSEMBLY__� (CASEMENT,AWNING OR FIXED z U) o` E TUBE CASEMENT)MAY BE ATTACHED TO Q J J Illl THE FRAME ASSEMBLY TUBE.FOR x . / O 740 SERIES ALL WINDOWS,USE THE WINDOWS Q V Q co FIXED WINDOW 140A FOR ANCHORAGE.SIZE AND w J LL, DESIGN PRESSURE LIMITATIONS. :a O Q Q Q Z / \ 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE m Lu M INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO lt) 04 D 740 SERIES INDIVIDUALLY COMPLY WITH THE z r CASEMENT EXTERIOR ��,�, -� REQUIREMENTS OF THEIR Lc> 00 } O 8 WINDOW I L / / RESPECTIVE NOM. �— OJ a N Z `J 4)FRAME ASSEMBLY TUBE TO BE o 75 O m Z 0 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN +� AWNING CASEMENT LL) > - DETAILS.WITH MIN.#12 X 1'SHEET Y FOR SINGLE UNITS: $7'WINDQW WINDOW METAL SCREWS.VSE THE SAMEMIN.#12 X 1'SMS • SPACING AND QUANTITY AS THE WQ W1)DETERMINE YOUR WINDOW SIZE —THROUGH OPPOSITE FRAME MEMBER. J O .-W 2 -ANDGLASS. INSTALLATION HOLES FRAME ., J ._ W o LuFRAME ASSEMBLY ui5)THE FRAME ASSEMBLY TUBE MAY m QASSE21 KNOWING YOUR ANCHOR TYPE TUBEMBLY TUBE NOT EXCEED 62'IN LENGTH(AS USED v i 5 QANO SUBSTRATE,DETERMINE IN A 63'FLANGED WINDOW)OR BE m JLL YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS �> VTABLE 3,SHEET 4. 1'SM17S 1'SMS CONFIGURATIONS. THROUGH740 SERIES THROUGH 3)FROM SHEETS S-9,FIND THE INSTALLATIONCASEMENT INSTALLATION ®WINDOW HOLES 6)iME FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE. ♦ •. HOLE$ •FIND THE R O UR GL DESIGN NOT REQUIRED TO BE CLIPPED TO }T40 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIORPRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY WSTALLER. • •CASEMENT EXTERIOR CASEMENT ��ILABELED'DESIGN PRESSURE WINDOW �n ASSEMBLY WINDOW 740 SERIES • • • a (PSF)FOR SINGLE WINDOWS,ALL V TUBE EXTEEXTERIOR FIXED 7)FOR ALL COMBIN^ft UNWS,ANCHOR GROUPS" CASEMENT ADDITIONAL INSTjK I tg CHORSHORIZONTAL SECTION C-C � WII�WMAY NEED TO BE INSTE6�4)DIMENSIONS SHOWN ARE — THROUGH THE WIlYQW**%*S AT Z w TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE w•••• ' SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR.HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E_E FRAME ASSEMBLY TII• • • AVAILABLE WIDTH OR HEIGHT CENTERLINE.$EE*rABLE BELOW: 1� DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE.SIZE AND GLASS MAKEUP,SEE FIGURES 1 d 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. AddiMWA Anchors Re o0 each TABLES. 2)FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. SWe of the Frarns A A •�� :f 1,Eta;,F�• • i WMQow ArAtar ryAe :t 5)USING THE TABLE LABELED a Width ,c 6 D •i; •.,t,•• ✓•'•` WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TVBE" OR-DESIGN LL No.5u '> '• (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17 '�•tr •O •: .. ' THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. c 23"-25.9' •0 •1 _ j/'/,(',—7 LLcc • NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 20'' 1 -�R ` �� • JAMBS OF YOUR WINDOW. Willow Anchor r - S/ATE Lir _4 4)USING THE TABLE LABELED"WINDOWANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL Wight •A B,t a D � � '.,f`COR1�h••��41 6)INSTALL AS PER THE YOUR WINDOW. ••••Lu` ""• • INSTRUCTIONS ON SHEET 2. �yy 17. �� • r�>t4'F,1-1 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY 8E REQUIRED(SEE "-' 0 1 •• A•.LyNI tAILCf`R,P.E. SHEET 2),AND THAT MIN.012 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). �. 1 I P.E.8 58706 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations PRODUCT REVIS13D Window width(In) nc eumplyiog wrth the Florida Glass Type: Bnlldinp Coda under 23' 25-15116• 27-3/4' 30' 33-1/2' 35' 3r Atteptance No lej'O lal•13 6 Antro Group Anchor Group Anchor Group Anchor Group Anchor Oroup Anchor Group Ane GfOup (TyPea 1 q 8 5) (TYpes 2,3 8 69) L'pirdion Dare 1 )O A 8 CBD A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D under 23' 'IBS 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12'max.kom Head/S11 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 file end squia each end&30' Mram :ale Product Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 less Required 2575118• S� max O.C. Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2� 12'max.from 12'max.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ¢°Q 38.3/8' over 63' each end&30• each end&30' F1eadlSa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. W Jamb 4 4 4 4 8 4 4 6 q 4 8 4 4 6 4 4 8 4 8 8 4 Z J 48' 'PVB-=BUTACITE��(8 BY KURARAY AMERICA.INC. Y Head/SII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 5G'=SENTRYGLAS'$Y KURARAY AMERICA,INC. U O Jamb 4 6 4 4 6 4 4 6 4 4 8 4 6 8 4 6 6 4 6 6 4 = d' SO�e• Hea"ill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 F 2 Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 1)USE THIS TABLE FOR � =Q Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 q 3 ALL WINDOWS PER THE a U ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: J uS u �• Jamb 8 6 6 6 8 6 6 8 6 6 8 6 8 8 6 6 8 6 6 8 6 DIMENSIONS SHOWN ARE Q o` Head/SII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. J 7Y LIJ Jamb 6 a 6 6 6 6 8 8 6 8 10 6 B 10 6 8 10 6 e 10 8 X'1 Xt; X,, `x1; O X ¢ r O Head18a 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT Z J LL Jamb 6 B 6 8 8 6 8 10 8 8 10 8 8 10 6 8 10 6 a 10 g SHOWN,ROUND UP TO o Q 76• THE NEXT AVAILBL£ •• _ ~ Q „O MeadlSNl 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 ;'X' Z Jamb 8 8 6 8 10 8 8 10 6 6 10 6 B 10 6 WIDTH IO HEIGHT a U Q I J { �• Head/Sa 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 OT EETABLLE.SHOWLJ ON `, O G L0 C14 ?0 to O u Z TABLE 3: / + O to a W Z V Min. Min. Anchor 'X•'; O xt X"' iX'; d Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116•ANNEALED SG LAMI.GLASS, Group Anchor Substrate Edge O.C. Puife Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+701.80 P$F DP REOVIRED,NO ANCHOR PLATE Distance Dislence Required? , > 114'steel Ulftacon Hopow Bock 1' 6' 1.1(4" No > (l LU Z c S.Pine 518' 1" 1.3/8' No CASEMENT ANCHORS: UJ A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF♦70/-90. O� O O J 0 'z O o r A #14,steel SMS(GS) 6063•TS Alum. $!6' S+6` .050' NO = W �°Q or#14,470 SS SMS A36$teel 318' S/6' .050' No B)FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE P�,p1�E�y Py �E o z _Qom,V A653 Stud,Gr.33 3/8• $16' .035',20 Go. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. O 9 J S.Pine 518' 1' 1-318' No Y ccYK E ��E rc o Q V `� R12.sleet SMS(G5) 6063-T5 Alum. 3/8' 516' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. B or#12,410 S$SMS A36 Steel 3/e' 516` .050' No W � A653 Stud,Gr.33 31W 5/8' .035',20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ^ m 2.85k Concrete 2-112` 4` 1.316' No • a 1/4'sisal Uliracon 2.85k Concrete 1" 4" 1314' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10• 1p• • M,,,,a„ a Hollow Block 2.112• 5' 1414' No -1IT-4" F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY '�I I'�I • ••�� • • • o'` j C S.Pine 518' 1' 1318' Yea 4" I(�_.I -►-I 4 r W TUBE SIDE OF THE AWNING(MEAD&SILL). �"(4" •• • c?o•�i a 012,steal SMS(05) 8063•75 Alun. 3/8" 518" .0713' Yes QA _ • �z >• or#12,410SS SMS A36 Stool 3/8' 618• .DSO' Yes q� A653 Stud,Gr.33 3/8' 518' .045',18 Ga. Yes • " z rc S.Pine 516• 1` "e" Yes ••••• z 014,steel SMS(G5) 80133"75 Alum. 3/8' Sl8' .0713' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): _ / 6,1106400 u QA A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF-701-83.1. 0000 • • • or#14,410 SS SMS A36 Steel 378" S16' .050' Yes 10.6" • ` A853 Slud,Gr.33 3l8' 518' .045,18 Ge. Yes B)FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND // 0000 13 25' 0�02.85k Concrete 1. \UNY Ll'+V,Q 1 i�•• 2.65k Concrete 2-1/Y 4• "4' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. `„� ••0•• • Y�.,.•`tC Er/��.•�r�a&, 1l4'steel Vllraeon 61" /"� D Hollow Block 2.112' 5• 1.1/4' Yea C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 0.000 Y,, N0.5A 705 •• •- Filled Block 2.1/2' 4' 1.3/4' Yes \ -_ 114'410 SS 3.35k Concrete 1• 5" 13/4' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. •••• _ • •: — CreteFlex Hollow Block 2.112• 5' 1-1/4• No • • -64 7 .• E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, \ • O 3.5k Concrete 1414• 51 1-3/4' No + .� f.•• •7 /o/)�• SIt6'steel Holbw Block 5' --77A- --on1 • 1� S iE F)PER RULES ON SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4• q• F. •f • Filled Block 2"112• 5" 1314" No <� (OrrtD�'' ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD 8 SILL). •• •f.L,q • a(:-N,.`• NOTES: �..� 25• —� f► 20'�"' 20'►� •••�•/.ONS\(-�� 1)ANCHOR MUST EXTEND A MIMIMUTA OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A.+LYfatmRLER�a.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.s 50705 FOR GLASS TYPES: TABLE 5: PRODI ICT ILEVIS a Design Pressure(pe8 tut Single Windom.AN Anchor Groupe 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) as annpI5,,S with Ih°Florida 4 7/8"LAMI.IG: 1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN RuildingCode ��-o5►`t-18 window Width ) ( ) Acrrptance No mrion �t6 under 23' 2StSt16' 273/4' 30' 33.112' 33' 37' "PVB-=BUTACITE VB BY KURARAY AMERICA,INC. Cx iDale ro under 23' +701-90 +701-90 +701-W +70!50 +701.90 Product trd +701-90 +701.90 T DY 2515/16' +70190 +701.90 +701.90 +70/-90 +701.90 +701.90 -77-0/9-0T h4i:,mi 38-W +701.90 +70150 +70/.90 +701-90 +701-90 +701-90 +70150 WINDOW 48' +701.90 +701-90 +701.90 +701.90 +70150 +701-90 +70151 HEIGHT 50-/8` +70190 +70150 +70190 +701-90 +701-90 +700150 +70!-89.2 1 F a Q 60' +701.90 *70190 *701-90 +701.86.5 +701.80.8 01701.77.7 +701-74.3 J- LLJ WINDOW W g 63' +701-90 +70190 +70190 +701-04.3 +101-76.5 +701.73.7 +Ta-70.1 WIDTH _ 72' +701.90 +701.87.2 +701-77.7 -M-71.5 +601-62.4 0160/•60.9 +1-59.3 p 76' 01701.90 +701.84.8 +701.75.7 +167.3 +1-58.9 +/-57.2 a/•53.6 SEE SHEETSOW I&4 FOR = LU WINCL 84' +70190 +701.80.4 +701-71.3 +8W-02.1 +1-54.2 LOCATIONS AND QUANTITIES. I- U! z°U LU � � o z z TABLE 6: c U O Design Pressure(psi)for Windows Attached to a Vertical Frame Asset"Tube (� J V- Window Widh Lo 0/Z W W N O m under 23' 25-15116" 27-314' 0" 33. ' 31!2' 35" 37" 0- 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group _r AV+7 C D A B C&D B A,C&D B A,C&D A D C&D B A,C&D B A.0&D Lj CO UJ 0 0� under 23" +701.90701-90 +701-90 •701-90 -701.90 +70/-90 +7x•90 +701-90 +701-90 +701-90 +701.90 -701-90 +701.90 +701.90 •701.90 -701.90 +701.90 `- ti 0 °Z o N 25-15116" +701-90701-90 +701.90 +701-90 -701-90 ala-90 +701-90 -701-90 +701-90 -101-90 +701.90 +701-90 ala-90 +101.90 +701-90 +701-90 +Ia90 Ll c,p W Z 3B-318" -7a-90 -701.90 +701-90 -701.81 +701.90 -701-90 +701-90 +701.90 -Ta-90 +701-90 -701-90 +701-90 -701.90 +701-90 +701.90 -74.90 -TW-90 _ Cn Uj 48' +701-73.1 +701-90 +701.90 +x.64.8 -T01.90 -701-90 +701.90 +701-90 +701-87.8 -701-90 +701-90 +701.78.6 +701.90 +701.90 +701.90 +701-88.9 +701.90 Y 505/8" +169.3 -701.90 +701-90 +1.61.4 -701-90 -701.90 +701-90 +701-90 +701.8a2 +701.90 +701-90 +701.74.6 +701.90 +701.89.2 -701.90 +101.84.3 +701-89.2 W j CL Z 60" +!-SB.S701-84.7 +701.90 .1.518 +701.812 +701-90 +701-759 -701-90 +701.702 +101.88.5 +7.80.3 +1-829 +701.80.6 +701-75.2 -701-T7.7 +701.71.2 -701-74.3J O Z111+155.7701-80.7 +701.89.5 N-49.3 +701.77.3 -701-90 +701.72.3 +701-90 +/•689 +70164.3 +701.76.5 -t-598 +701-78.5 -701.71.8 +7a-73.7 -187.6 *701-70.1 m J w (� W $Q "'0NW 0/U vQ FRAME I 1 -� Imo- ASSEMBLY � J a C 0-MAX. V I TUBE TABLE 7: T Tn� � Design Pressure(pal)for Windows Altactwd to a Hod206141 Fm"Assembly Tube _ p r' WINDOW • H'� Window WidthHEIGHTA-Tz� • • y� M H under 23' 2Si5 S8' 27.3!4' 30 331/7 3S 37' 111N�K FRAME • • •Ri0 •_ HEIGHT ASSEMBLY t • w O u• j Anchor Anchor Anchor Anchor TUBE _,o•�i a Group Group Gawp Group Anchor Group Anchor Group Anchor Group 1TIONA • z -pa All AI AN All 8 A,C&0 A B C&D A B CSD 10MAX. •IF o z i under 23' +701-90 *70190 +701.90 +701.80 +701-82.1 +701-90 01701-90 +701.78.5 +701-90 +701.90 +701.74.3 +TW90 ` SEE SHEETS 1&4 FOR WIN QR • ADDITONAL •�••• 2515/18' +701.90 +70190 +70190 -701-90 -701.90 +701.90 +701-88.8 +70/-90 +701-90 +70/-04 +701.90 +70190 ANCHOR LOCATIONS AND QUANTITIES. •4VET • • WNW +70150 +701.00 +70/1) -701.90 +70190 +701.90 +70150 +70/50 +70190 +70190 +701.90 +70190 (4)•IF REQ. 3 FOR ANY ADDITIONAL ANCJIORS - REQUIRED FOR THE FRAME AWjMBYYrl•' `0'.•• Z` 46' -70190 +70190 +701.90 1 +701.90 +70190 +70150 +70/90 +701.90 +701.90 +701.90 +701.90 +70190 TUBEWDOW . �pNY LY�J(t}�r�i,l • i 50.5/8" +701.90 +70190 +701.90 -70190 +701.90 +70190 +701.90 -70190 +701-90 +70149.2 -701-89.2 +701-09.2 tqW, •••••• 41�y ..''�ICEF/,g•0`f�4 • • _ • <' 60' +70190 +70!90 +70190 *701-08.5 +701-00.8 +70160.8 *701-77.7 +701-77.7 +701.77.7 +701.74.3 *701-74.3 +701.74.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR •• •• ;• :• •••.• r 63' +70150 +70140 +701.90 -70144.3 +701.76.5 +701.76.5 +701-73.7 +701.73.7 +701.73.7 +701.70.1 +701.70.1 +701.70.1 LOCATIONS AND QUANTITIES.SEE SHEET No. 72' -701.90 -701-87.2 +701-77.7 -701.71.5 +601$2.4 +80162.4 +601-80.9 +80160.9 -80160.9 +1-9.3 +159.3 +1-59.3 3 FOR ANY ADDITIONAL ANCHORS 00000* _ • REQUIRED FOR THE FRAME ASSEMBLY • • • • 76" +701.90 +70164.6 +701-75.7 +1.67.3 +158.9 +166.9 -/-57.2 +/57.2 +1-57.2 *1-5.8 +/•55.8 */55.8 • • -"(I �= TUBE. t' •"s7A ��84" -701-80 *70160.4 +701.71.3 +601-02.1 +1.54.2 -(54.2 • • :1(L'• NOTES ••��1.�ItIAI. � 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LPNN Mr;eeR,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58705 FOR GLASS TYPES: TABLE 8: 2)7/16"LAMI(3/16 AN-.OW SG-3/16 AN) t RODUCT RE 1h lhD a Design Pressure 00 fa Single Windows,AM Anchor Groups I3 iIdmSc�pling with the Florida Building Cods Wtufow Width 'SG"=SENTRYGLA`ABY KURARAY AMERICA,INC. Aamrpt: a No%G-V51C1.13 wrnrinn Dnrc under 23' 26-15116' 27-3/4' 30' 331R' 35" 37' T_ under 23" +901.130 -9x-130 +9&•130 +9x-130 .801-130 -9&-130 +90/-130 BY WINDOW Ales ri nJe Product Iro� 25.15116' +9x.130 +9x•130 +9x•13D +801.130 -9x•130 +9&-130 +80/-130 HEIGHT 38318' +90/-130 +9x-130 +80/.130 +9x•130 +9x-130 +9&-130 .90-130 48" -9x-130 +901.130 +9x•130 +W.130 +9x-130 +8x.130 +9x-130 50&8' +90!•130 +9x•130 +9&-130 +90/-130 +9x-130 +901.130 -9x-130 ._.,.�WINDOW L 1 rc Q 60" -90/-130 .W-130 +9&-130 +9x-130 +9x-130 +9&-130 +901-130 WIDTH = ex +901-130 +9x-130 +9&-130 +90/-130 +8x•130 +9x•130 +9x•129.6 SEE SHEETS 1&4 FOR WINDOW ANCHOR W J T2' +901.130 +9x•130 +9x-130 +9x•130 +8x•129.1 +8A,-122.5 +80/.113.6 O LOCATIONS AND QUANTITIES. W 76' +90/-130 +901.130 +90/.130 -9x-130 .90/-124.1 +90/-116.7 -9x•!07.6 Z LU W Be +90/-130 +80/•130 +9x-130 +9x•130 +9x•116.4 (-- =Q U Q Z � °2 TABLE 9: U J (J3 O Design Pressure(pso for Windows Attached to a Vertical Fane AssemdY Tube - JJJ(� J 0 Window Wirth s`Z W m c0 m under 23" 2515116" 27.314" 30" 33012" 35' 37' W b Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grob r r W A B C D A B C90 0 qC&D A B C8D A B C&D B AC&D A B C&D �j 0p W ��- under 23' +701.90 +70/-90 +7x-90 +7x-90 -701-90 *Tx-90 +Ix-90 *7x-90 +7x•90 +7x.90 +7&•90 +7x50 +70 .7x-90 +7x.90 +7x-90 +7x•90 -T0/-90 +10/-90 +70/-90 0 r�Z 00 25.15116- 4701-90 +701-90 +70/-90 +70/-90 +701-90 +701-W +701-90 +70/-90 +7&-90 +70/-90 -7&-90 +70150 -7&-90 +70/.90 +7&-90 +10150 +70/-90 +70/-90 +701-90 +701-90 p _ � o O � Z 38-318" +701-90 +7&-71.6 x701-90 +701-90 +701-81 +70-90 +70/-90 •701-90 +70/-90 +701.90 +70f-90 +701.90 +71Y-90 +70/-90 +70t-90 +701.90 +701-90 +70/.90 +701-90 +71.90 _ 48" +7x•731 *t-57.3 a7a•90 +701-90 -184.6 +Tx-90 +701.90 :70/-90 +7&-90 aTx-90 +7x87.6 •70/-90 +7&-90 +10/-90 *7&-90 +7d-90 +7x•90 +70/-90 +7&88.9 +la•90 Y w 50-518" +109.3 +t54.3 +701.90 +70/-90 N-61.4 +701-90 +7)1.90 •701-90 +7&•90 +701.90 +70183.2 +701-90 -7&•90 +701-90 +7&•90 +70/-89.2 +701.90 +701.90 +7&-84.3 +701.90 X > 0- Z C W. H•58.5 */-45.8 +70.84.7 +7x-90 +151.8 +7&-81.2 +701-90 +7&-75.9 +7&•90 +7x-89.6 +70/-70.2 +701-90 +70180.3 +70/.78.6 +7&-90 -7&-75.2 +70/.90 +701-90 +7&•71.2 +701-90 W O Z LU _ti o r 63•' +1-55.7 +/.43.6 +70180.7 +701-09.5 N-49.3 +701-77.3 ala-90 +7&•72.3 +701-90 +70/-65.3 1 -166.9 +70F•90 +70/-76.5 +70/.74.9 1 +701-90 +70/-71.6 +701-90 1 +701.86.5 +167.8 +701-90 m J (n o 0 o Q m o� Uj �0 � � W Q FRAME u J 0 0 +=U 10"MAX. 1j/'ASSEMBLY TABLE 10: TUBE it 2 o 0 Design Pressure Ipa01a Windows AIIACnad io a Horizontal Frame AssemDN Tube � ® o�T'n B Window Wien WINDOW • • WINDOW FRAME HEIGHT L� under 23" 25-15116' 27314" 30' 33112- 35' 37" HEIGHT ASSEMBLY L� A • •Anchor Arches Anchor Mthor Anchor MCha TUBE • • i aGroup Group Group Gloup Group Group 1u,cNa Group P,ncna Groep 1� WINDODo-ytDDITIONAL AS All NI AN B A,C&D A B C&D A B C&D T WKiTH Z under 23" -7&•90 -70/.90 +7x•90 +70/.90 +70/.821 -7&-90 +7&•90 +7&-78.5 +7x.90 -70/-90 +701.74.3 .7&-90 I ADDITIONAL • z w SEE SHEETS 1&4 FOR WINDOW ANCHOR 41"1•••W 25.15116"1 +7&-90 -701.90 +701-90 +701.90 +701-90 +700D -70/-88.8 -70190 +701-90 +70/.84 +70/-90 +70150 (4),IF RED LOCATIONS AND QUANTRIES.415LeE06t¢EET go • • 38.318" 1 +701-90 +701•90 •7000 +70/.90 +701-90 -701-90 -70f-90 -701-W -701.90 +70/.90 +70/.90 +T&•90 3 FOR ANY ADDITIONAL ANdIQQR�RS • �.it �(•'•• 90 -701.90 -70/-90 -70/-90 -701-90 +70'-90 +7x-90 +70/.90 +70150 +701.90 -7&-90 W9.1DOW REQUIRED FC, MY LYNN'11, 0 46" -7&.90 *Ta- I I \l4 �i� • -"I1"'- TUBE. 50.548" +7&.90 +70/.90 -701.90 +701.90 -7x.90 -7&-90 +79•90 +71-90 +7x•90 +70/-90 +70/-90 +7&-90 W10TN •••••• Ry�1.G:....... ...•. •'� • • �.. a>GEraSC > 60" +70r•90 +70/-90 +701.90 +70/.90 +701•90 -7001) +70•90 .7x-9D +701.90 +701.90 -701.90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR •• •• .`•i-• •0'0*46A 63' +7&-90 +7x•90 +t&-90 +701.90 aTa-90 +7&•90 -T&-90 .70(•90 +7x-90 *70/.90 +70/-90 +T&•90 LOCATIONS AND QUANTITIES.SEE SHEET - c: No S8705 • 3 FOR ANY ADDITIONAL ANCHORS •••••• =• '.- 72" +701-90 +70/-90 *701-90 +10/.90 +701-90 *7&-90 1 +7&•90 +7x-90 +7x•90 -70/-9D +70/.90 +7&-90 REQUIRED FOR THE FRAME ASSEMBLY • • • • 70' +70/-90 +7x•90 -70/-90 -701.90 +7x.90 -7&•90 +7&-90 +70,.90 +701.90 +70/-90 +70t•90 TUBE. • • - •�a•:-,, e4 +7a.90 +7a•90 a70•90 +70.90 .70.90 +70•90 • • -��'•'•_ �° 1 77 �v,• ST•I L,F* •• • • • '0* 0 . F 1D \; ' + NOTES: • �r/C�I`if l-��• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. '/A!UY,ryry¢11CLE12�PE. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.w 58705 FOR GLASS TYPES: TABLE 11: Dos"pressure(ye0for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) PRODUCT REVISED eu c"n+l>fying,vim willow Width 7)7/8"LAMI.IG:(3116"AN-1/4'AIR-3/16"HS-.090"SG-3/16"HS) thde rh-e FMri(dQs AcuNo5 Bpiaionunder23' 25.15N6 2734• 30' 331/2' 35' 37' . : - . ULunder 23' +0-130 +0.130 +904130 +0430 +x- 0 0.130 +01-130 -SG--SENTRYGLAftY KURARAY AMERICA,INC. T 'LI3O l$ 25.15116' +90.130 +90.130 +90-130 +101.130 +90430 +90430 +90.130 Minni ode Product Cunhul 38-318' +90.130 +90-130 +90-130 +90.130 +90-130 +90.130 +90.130 48' +901-130 +90-130 +901-130 +9x-130 +90030 +90.130 +90430 60•518' +10-130 +901-130 +9a-130 +90-130 +90-130 +90-130 +90/-130WINDOW EIGHT W W p Q 8& +901-130 +M-130 +901-130 +90.130 +901-130 +9D/-M +901-130 HEIGHT = �N +90-130 +90/-730 .80-130 +80.130 r90/-130 +80-130 +901-530 +90-130 +80.130 +90-130 +80-130 +9a-130 +90-130 +901-130 L J +80.130 +80.530 +90.130 +90/•130 +9x•130 +90-130 +90.130 I WINDOyy I W O -^1+9D/-130 +90.130 +901.130 +901-130 +9x430 WIDTH X d SEE SHEETS 1&4 FORZ U W � 0� a r WINDOW ANCHOR (0 0 'o D LOCATIONS AND QUANTITIES. Q Z J �� TABLE 12: O ' U Design Pressure(ps0la Windows Nlaclfed to a Vertical frame AssemDlT Tube c O (, J LD m O w naow avian o Z W W under 23" 25.15118' 27-314" 30' 33112' 35" 37" Cli (L 0 Anchor Croup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r W A 0 C D A 8 C&D B 1 A,C&D A B C&D A B C&D B A,C&D A B C&D OQ W F- under 23' +70.90 +701-90 +701-90 +701-90 +701.90 •701-90 .70.90 +701-90 +701-90 +701.90 +701-90 +7000 ,701-9D +70.90 .701.90 +70-90 +701-90 +707.90 +70.90 +701-90 .. p Z 2515/16' +7000 +701-90 +701-90 +701-90 +701.90 •7000 .701.90 +101-90 +701.911 +7000 +701.90 .701-90 .701.90 +701.90 +70.90 .701-90 .701-9D +701-90 .701-90 +701-90 v _ $ -6 C> Z 38-316' +701.90 +701-71.6 +701-90 +70.90 +70.81 +701-90 +701-90 +701-90 .70.90 +701-90 +70.90 +70.90 +701.90 +701.90 +70/.90 +70-90 +701.90 +701-90 +701-90 +701.90 _ 48" +70-731 +1.57.3 +70.90 +701.90 +1-64.8 +701-90 +701.90 +70.90 +701-90 +701-90 +701.87.8 +701-90 +701-90 +70t•90 +701-90 +701.90 +70.90 .701-90 +T&-86.9 +701-90 Y lY 5"0" +1.69.3 +1-54.3 +701.90 +70.90 +1.61.4 +701-W +701•90 +701.90 +701-90 +70-90 +70/-83.2 +101-90 +701-90 +70.90 +701-90 +70.89.2 •701.90 +701-90 +70f-84.3 +701-90 j (L Z 60' +1-58.5 +1-45.8 +701.84.7 +701.90 +1-51.8 +101.81.2 +701.90 +701-75.9 +70(.W +701.89.6 +701-70.2 +T01-90 +701.80.3 +70.78.6 +701-90 +701.75.2 +701-90 +701-90 +Ta-71.2 +701-90 Lu >0 Z W t` 63" +1-55.7 +1.436 +701-80.7 +701-89.5 +1.49.3 +70•77.3 +701-90 .701-72.3 +701.90 +70145.3 +1.68.9 +T&-90 +701.76.5 +701-74.9 +701.90 +701-71.8 +701-9D N0-86.5 +1.67.8 +701-90 J_ (n p o Q v � ° 0 '(A �¢(WA �0 wW FRAME ,r J 10'MAX. -ASSEMBLY 1 TABLE 13: TUBE T �N p Design Pressure(pst)br Windows A1leaho010 0 Hor2ontel Fmme Assembly Tube T T • ® S'a N n Window Watb 4 WINDOW n /,� H WINDOW FRAME HEIGHT • • under 23" 25.15/18' 27-314" 30' 33-1/2' 35' 37" HEIGHT ASSEMBLY 1 • •• • • l!Iry•L Anchor Anchor Anchor Anchor Anchor Anchor , I TUBE _L • • r�,26 a Group Group Group Oroup Group Group Anchor Glop Anchor G(oW Ji Ji_ WINDOW,� ADDITIONAL •• z 05. Aiom• • aro e>�•O AN All All AN B A,C&D A 0 C&D A B C&D 1U-MAXWIDTH (4).IF REQ z under Zr +101.90 •7040 +Td-90 *701-90 +70-0'2.1 .701-90 +701-90 +701.78.5 +701-90 +701-9D +701.74.3 +70.90 ADDITIONAL • �z •v, ANCHOR SEE SHEETS 1 R 4 FOR N4NOOW ANCHOR E••••W 25-15/16" +701.90 +701-90 +7000 +701-90 +7&40 +10140 +701-8.8 +701-90 +701-90 +701-04 +701.90 +701.90 LOCATIONS AND QUANTITIES.•BE4914EET 0• • • • (4J.IF REO. 3 FOR ANY ADDITIONAL ANCHORS • 1 / 38-318" +70'40 +1&-90 +70140 +701-90 +1(1.. +10140 +701-90 +701-90 +70.90 +701.90 +70/-90 +70/.90 • •�L ••• REQUIRED FOR THE FRAME A`JI.&RI& 46" *701-90 +7a•90 +7190 +Ta�JO +7&-90 +101-90 +701-90 •101-90 +70.90 +70.90 +Ta-90 +701.90 I WINDOW I TUBE. LYNN q l �,.•• 50318' +70140 +7x40 +7&A0 +7x40 +71,90 +7040 +1000 +70.90 +701.90 +70/-90 +701-90 +701-W ~'I WIDTH I"- ••0•• f�•�� •,.CENSsE A 80' •7&40 .701.90 +7&40 +701-90 +7&40 +7040 +701-90 +7x-90 +701-90 +701-90 +70-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR •• •• _"XPi: • •i.•;H to 63' +7040 +70.90 +701-90 +7&-90 +7040 +71.90 +701-90 +70/-90 +701.90 +70.90 +701-90 +70/•90 LOCATIONS AND QUANTITIES.SEE SHEET +� 3 FOR ANY ADDITIONAL ANCHORS *0000* • • - 72" +7&40 +1040 +7&-90 +701-90 +701-90 +7x40 +70-90 +70-90 +70.90 +70/.90 +T0-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY • • • - :/' •- 78" +7&40 +Ta-90 +1&-90 +70-90 +70(40 +7x•90 +701-90 +M.90 +701.90 +701-90 •101-90 +)x•90 TUBE. • • -��•(�(•�•••7 /CIIS 1(t/ 04' .70-90 +70'40 +7x•90 +101.90 +70.90 +7040 : ••• (l\ 5T ATE 1•, • NOTES: •• • ��•••�,,,��lll,,,'''�•�;F/ORIOP t\CFS.7;i • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. AYl ••/ /AMYPVI{A[LLEh.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. i+:t'.;e 511705 FOR GLASS TYPES: TABLE 14: 5)718"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB 1/8"AN) wR 1plying Eil SED Design Pressure(ps0�3irlple Windows,AN Anchor Groups nc ccenptying with U,c Florida PVB'=BVTACI7B-AVB BY KVRARAY AMERICA,INC. Building Curie S-o51c{.13 Window Width Acceptance Nut �� t infer 23' 25-15116' 27.3!4' 30' 3&1/2' 35' 3T Cxpiroliml Dane under 23' +701.90 +701.90 +7x-90 +701.90 +701-90 +701-90 +701.90 BY. 2575/16' +7-4•90 +701.90 +701.90 +701-W +701.90 +7x•80 +701.90 M;am adc Product Orl1r 38,18' +7d-90 +701-90 +701.90 +701-90 +701-90 +701.80 +701.90 4B• +701.90 +70/.90 +7x-90 +701-90 +7000 +70150 *701.90 So-Sl8' +701-90 +70/.90 +701.90 +701.90 +701490 +701-90 L F- .70/-90 Q 60' +701.90 +701.90 +701.90 ,701-90 +701-90 +701-88.6 +701.84.6 WINDOW W HEIGHT = 63' +701-90 +701.90 +701.90 +701.90 +7x$7.2 +70(-84 +701-T9.9 N O T2' *7d-90 +74.90 +74$8.5 +10191.5 +601.70 +64189.4 +6x$7.6 (n C> 76' +70150 +7.-90 +7d-88.3 +7d-78.7 +6x87.2 +80185.2 +8483.3 d [` 84' +74.90 +701.90 +1491.3 +601.70 +60181.6 WgTH i V SEE SHEETS 1 8 4 FOR LLA ojj 0/p WINDOW ANCHOR U 0 0 LOCATIONS AND QUANTITIES. Z Z_ o TABLE 15: = IBJ r D"n Pressure(psi)for Windows Attached to a Verilosl Frame Assembly Tubo •`(� qJ J 1-1-1 Window Width Z a U _IILJII under 23' 25.15/16' 273/4' 30' 33.112' 35' 37' W W s co Anchor Group Anchor Group Anchor Croup Anchor Group Anchor Croup Anchor Group Anchor Group N 0- o ` A B C D A B C&D B A.0&D A 6 C&D A B C&D B A,C&D B A,0iD r UJ > under 23' +701-90 +701-90 +70/.90 +701-90 +70/.90 +70150 +701-90 +701.95 +70140 +70190 +701-90 +70150 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 � o a O �;� +r 2575/16' +701.90 +701.90 ,701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 -70f-9D +701.90 +701-90 +701.90 +701-90 ,701.80 +701-90 +70150 ,701.90 0101 p Z j" 38 i/8 +7or-90 +zxal.s .701-90 .70/•00 +70191 .701-90 +Ta-90 +7a•so +701.80 +701-90 +701-90 ,70150 +701.90 .701.90 +70150 ,70190 +Ta-90 +70190 +701-90 0 o o V) Z_ 48' +701-73.1 +1-57.3 +70/-90 +70/40 +/84.6 +701-90 +701-90 +70150 +701.90 +701-90 +701.87.e .701.90 +701.90 +701-78.8 ,70/-90 +70150 +701.90 +70188.9 +701-90 LU 50-5/8' +/89.3 +/34.3 +70/-90 +701-90 +/91.4 +701.90 +701-90 +70/-90 +701-90 +70/-90 +70/93.2 +701-110 +701.80 +70/-74.6 +701.90 +7.$9.2 +701.90 +70194.3 +70150 Y W +/38.5 +1-45.8 +701$4.7 +Ta-90 +/-51.6 +70/.81.2 +701.90 +701-75.9 +701-90 +701$9.6 +701-70.2 ,70/-90 ,701-00.3 +/82.9 .m01 w +701-75.2 +701$8.6 +701.71.2 +701$4.6 > 0- Z +t-43.6 +701$0.7 +70$9.5 +1-49.3 .7x•77.3 +70150 +701-72.3 +7x-90 +701-85.3 +1$8.9 +701-90 +70!•76.5 +/•59.8 +70/$7.2 +701-71.8 +7499 +767.8 +70t•79.8 J O Z LU _t` J o C� 8 FRAMEcn N „V 10'MAX. I•� ASSEMBLY 0 J o W Q u I TUBE ¢` o U JR TABLE 16: WIN CE n rn Design Pressure(psf)1Dr Windows Attached to a Horizontal Frame Assembly Tuba � HEIGHT Window Width T T • under 23' 25.15178' 27-3/4' 30' 33-V2' 35' 37' WINDOW FRAME WINDOW AD ggryryqqL • • lI a�•%• ••i HEIGHT ASSEMBLY -►I WIDTH Anchor Anchor Anchor Anchor TUBE Group Group Group Oroup Anchor Group Anchor Croup Anchor Group I I 4),IFR O. • J' j_ SEE SHEETS 14 4 FOR N*NDPJ,,#♦♦Ahl!HOR AN AN All All B A,C i D A B C&D11.33 B C&O 10'MAX. LOCATIONS AND QUANTIjIF�S F•�iEET • «�i rc under 23' +701.90 +7x50 +70/•90 +70150 +70/82.1 +701-90 +701-90 +701-78.5 +70/40 +701.74.3 +7x.90 3 FOR ANY ADDITKNJAL Pp7141ZC' S AM71ONAL 0••• 25.15116' +70/•90 +701.90 +701.90 +70150 +701-90 +701$0 +70$8.8 +701.90 +701-90 +70/-80 +7x50 ANCHOR REQUIRED FOR THE FRAMFO7{S^"BLY • • • 38.318• +701-90 +701.90 +701.90 +701.90 +701.90 +701.90 +701.90 +70150 +701.90 +701.90 +7x•90 (4),IF REQ. TUBE. • • // 48• +70150 +701.90 +7or-90 +70/50 +70150 +10150 +70150 +70150 +701-90 +7x-90 +7d-90 ;� •1 0101. <(,i • 50-5/8' +701.90 +70/50 +701.90 +701.90 +70150 +701.90 +701-90 +70150 +701-90 +701-90 +701-90 WINDOW I ••♦••• �J.?�'� "Cn;t'•. �0 WIDTH h~ • • �it�,•tilt' g fib' +701.90 +70150 +701.90 +70/-90 +701.90 +7x50 +70198.6 +70188.8 +70198.6 +70194.8 +7019-4.8 •• •• Y R'.'• 00*f'• SEE SHEETS i&4 FOR WINDOW ANCHOR I: 501 705 g 63' +701.90 +7x•90 *7x-90 +701.90 *70197.2 +7x$7.2 +70/64 +701$9 +701$4 9 *701.79.9 +7x-79.9 LOCATIONS AND QUANTITIES.SEE SHEET •♦♦♦♦a ";• 0' ♦ _ 72' +701.90 +701-90 +70/98.5 +701$1.5 +6x•70 +601.70 *60189.4 +8x$9.4 +60!69.46 +6x87.8 +601$7.8 3 FOR ANY ADDITIONAL ANCHORS • • • - 76' *7x•90 +10150 +70198.3 *701-78.7 +80/87.2 +60!87.2 •60195.2 +601$5.2 +80185.23 +$0183.3 *8x83.3 REQVIREDFOR THE FRAME ASSEMBLY • ♦ 7,-� 4ip�•_- TUBE. !-t • 1.J; 847 +701.90 -7a5O +7a$L3 +60/•70 +60/81.8 +601$1.8 • • S(? ♦• • iyNi`R.'-0101.....• ��; • SEESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••,,1 Yryy pp4L�.P E\ 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 59705 FOR GLASS TYPES: TABLE 17: PRODl1CT RGV ISE a Design Presque(psQ br Single Windows,AN Anchor Groups 6)7/8"LAMI.IG:(3/16"AN-1/4'AIR-3/16"AN-.090'SG-3/16"AN) ns complying a11h the Florida 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3116"AN) L1ui1A n8 cnd Acttptmue No 1r7•d5 q•1�! Window Width P.\plretiOlr Date •2018 under 23" 25-15110' 27-314• 30' 33-112 35' 37" "SG"=SENTRYGLAS BY KURARAY AMERICA,INC. under 23' +901.130 +901.130 +90/•130 +9&-130 ,9x-130 +901-130 +901-130 By iom1 able Product 01 25-15/18' 4901-130 +901.130 +901.130 +901.130 +90/-130 +901-130 +901-130 38.319• +90/-130 +901-130 +8or-130 +901.130 +99/-130 +901-130 +9x•130 48" +9D/-130 +901.130 +901.130 +901.130 +9or-130 +901.130 +gx-130 T 50.5/8• +901-130 +901.130 +9x•130 +901-130 +901-130 +90/•130 +901.130 T V~,J 60" +901-130 +901.130 +901-130 +90.130 +901-130 +901-130 +9x-130 WINDOW LU HEIGHT = g BY +90/-130 +901.130 +90/.130 +90/•130 +9x-130 +801-130 +901-130 to J 72' +9D7-1 +901-130 +90t-130 +901.130 *901.130 +901.124.8 +901.115.7 78• ;.1.1!11 El +90/•130 +9x•130 +901.130 +901-126.2 +901-118.7 +90t-109.6 WINDOW 4,,,r = a h 84" +001-130 +901.130 +901-130 +901.130 +9W-118.4 WIDTH W o U SEE SHEETS 1&4 FOR Li -6 a Q' WINDOW ANCHOR 0 (� LOCATIONS AND QUANTITIES. Q Z o TABLE 18: - _ NN -- a U J J � Design Pressure(psQ for Windows Attached to a Vertical From Assembly Tube ` (� LL Window Width `�Z m under 23' 2&15116" 27.314- 30- 33-112" 35' 37' (L Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gxoup to _- 0 > A B C D A B C&D B A,C&D A B C&D A 8 C&D B A,C&D A B C&D 00 LU under 23• +701.90 +701-90 +701-9D +701.90 •701.90 +701-90 +7x-90 +7&-90 +701.90 +701.90 +701.90 +701-90 •701-90 +701.90 r7&•90 +701.90 +7x•90 +7x-90 +701-<A +101-90 V. Z to CO 25-15/16' +701.90 +701-90 +70/.90 +701-90 +701-90 +701.90 +701-90 +701.90 +701.90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-9D ,701-90 +701.90 +701.90 +701-9D +701-90 0 o O (n Z 30.3/6" +70100 +7&-71.8 +701.90 +701-90 +701.81 +70100 +701.90 +701-90 +70190 +701.90 +70/.90 +701-90 +701.90 +701-90 +70-90 +701-90 +701.90 +701.90 +701.90 +701-90 _ W 48" •701-731 +/.57.3 +701.90 +701.90 +1.64.8 +701-90 +701.90 +701.90 +701.90 +70100 +701-87.8 +701-90 +70.90 +701-90 +701.90 +701.90 +701.90 +101-90 +70.88.9 +70(.90 Y F" 1? 50.5/8- +1-89.3 +1.54.3 +701-90 +701-90 +1.81.4 +701-90 +701.90 +701-90 +70.9(1 +701-90 +701-832 +701-90 +70.90 +701.90 +701'•90 +701.89.2 +701.90 +701-90 +701.84.3 •701-90 a' j 0- Z 6D• +1-58.5 +1.45.8 +70184.7 +701-90 •151.8 +7081.2 .6+701.75.9 +70.90 .701• 6 +701-T0.2 +70100 +701-80.3 +701-78.6 +701-90 +701-752 +701.90 +701.90 +70-71.2 +101-90 W0 Z 111 63" +1.55.1 +/-43.6 +701-80.7 +701.89.5 +149.3 +70.77.3 +701-90 +7&.72.3 +701-90 0170/.85.3 H-88.9 +101.90 +701-78.5 +701-74.9 +701-90 +70-71.8 +701.9D +70/-08.5 H 87.8 ala-90 m'`J_ ; fn 42 LU T Q » � ;Ix „w ,;Q FRAME re J ,-, %C) V ,n IV MAX. -� F.-- ASSEMBLY I TUBE a TABLE 19: ® o N v c Design Pressure(PsQ for Windows Attached to a Horizontal Frame Assembly 71Ae WINDOW • "'N n '^ HEIGHT • • • �at• D FRAME L under 23' 25.16118' 2T-314' 30' 33.112' raw th 35- 37' 1HEIGH71 ASSEMBLY • •• • • Anchor Anchor Anchor Anchor Anchor Anchor TUBE WINDOW I ADDITIONAL • • t u z o Group Group Group Group Group Group Anchor Group Anchor Group WIDTH F-'- 4.IIMF HEO.(me • t 6 0 }1 10"MAX. o o_ Ag All AN All B A,C&D A B C&D A B C&D (4). • �� under 23' +701-90 +701.90 *101-90 +701.90 +701-82.1 +701-90 +701.90 *70.78.8 *701.90 +701.90 ,701-74.3 +1p-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR f••• dr' ANCHOR LOCATIONS AND QUANTITIES.&Ef MfET •r0/ • • • 254&16• +701-90 •701-90 +701-90 +701-90 +701-90 +701.90 +70148.8 +701.90 +701.90 +701.84 +7x-90 +701-90 ANC REO. 3 FOR ANY ADDITIONAL ANCHORS • /i 36316' +701.90 +70190 +701.90 +701.90 +701.90 +701.90 +70/.90 +701.90 +701.90 +701.90 •701.90 +701.90 REQUIRED FOR THE FRAME AA�L'b1lSL7' f \\,t�0�,Y LYNA,•�Y,�•• TUBE. •••••• wla�.�•.' ICL NS�}i /iY; 48' +701.90 +701.90 +701.90 +701.90 +701-80 +701-90 +701-90 +701-90 •701.90 •701.90 +701.90 +70-90 I WINDOW 508• +701.90 +r0/.90 +701.90 +701.90 +701.90 ,701.90 +Ta90 +701.90 +701.90 +701-90 +701.90 *7&-90 WIDTH • • •• ,: • •• •• `• .• ••..;=r 60" +701.90 +701.90 +701.90 +701.90 +70-90 +701-90 +701.90 +701.90 +70130 +7x•90 +701.90 +70.90 SEE SHEETS 18 4 FOR WINDOW ANCHOR h10.58705 LOCATIONS AND QUANTITIES.SEE SHEET 411,04114100 • 63• +701.90 +701.90 +701.90 +701.90 +701.90 +701-90 +701.90 +701.90 +7a•9D +701.90 +701-91) +7x"90 3 FOR ANY ADDITIONAL ANCHORS • • • -a 7Y +701-80 *70190 +101-90 +101-90 +701-90 +701.80 +701.90 *701-90 +701.90 +7d-90 +101-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY • • j••�,u �5 � 76' +701.90 +70190 +701.90 +701-9D +7&-90 +701.1)0 +70190 +701.90 +70190 +70190 +7x90 +70.90 TUBE. • • •' C7C�. ST TE O• (�✓y 84• +701.90 +701-90 +70190 +701.90 +7&90 ,101-90 • • • ��.�..,,.;t.<oRIUr',I�+L!�* NOTES: •a • ••�•L�,'�rOIAJ�L 1)SEE SHEET 4 FOR ADDITKX4AL SAMPLE CONFIGURATIONS. ((y� 1 •• Aky'M I.1LLVR•P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e58705 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS .062* --�1.124-�--- 1 7002 Main Frame Head,Sill&lamb 6063-T6 Alum. NOM. .434" 2 7071 Anchor Plate 6063-76 Alum. ALL DETAILS SHOWN FROM THE INTERIOR .125" 2.919' 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. ' .062' 2.701" 4 7008 Frame Corner Key Steel '439" NOM. 5 7009 Sash Corner Ke Steel 3 •062 6 7078 Frame Gasket Vinyl Foam 2 784" 1.159" 2.138" 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 '093" 30 7024 Maxim Multi-Point Lock Steel SASH �q�FRAME HEAD, (� SASH TOP, 71 FRAME 11 7026 Lock Support Plate Steel — `) SILL&JAMB v BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-lock Keeper Steel AS REQUIRED PER CORNERS #7002.6063-T6 #7003,6063-T6 #7004,6063-T6 TABLE 3•SHEET,v/ 13 7013 Tie Bar Guide Nylon ^�� 1 14 7015 Tie Bar Assembly ��or SS O -�-I 1.356" I-� 2 203. "►) 15 7028 Maxim Dyad Operator,WW<=24" Steel .040' 1.000' 16 7027 Maxim Dual Arm Operator,WW>24" Steel b / Iy Vinyl Foam f\/ 1 .441- 17 7030 Operator Gasket Y 18 7031 Operator BackingPlate steel 7 ,095" J 423" --►-� -T 19 7051 Operator Sacer Block Nylon �. FIXED o99' .093' J 20 7032 Stud Bracket Steel �-- ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE 21 7033 CieratorTrack&Slider Dual Arm Steel �'� #7071,6063-T6 #7006,6063-T6 #134,6063-T6 22 7023 Egress Hine(HeavyDuty),Manuf,b Truth Steel 23 7050 Egress Hinge/Washable(HD),Manuf.b Truth Steel 24 Snubber,Anti-blowout Clip Steel _ 31 Dura Seal Spacer Steel _3 050" ^706' .523 32 1713 SettingBlock S/32"x 3/16'x 1-1/4" EPDM .-�' -1 (� 33 1714 Settin Block 5/32"x 7/16"x 1-1/4" EPDM 66 / .865' 35 7036 Lami Bead B 6063-T6 Alum / 6 . L 36 7042 Land Bead C 6063-T6 Alum. / 37 7059 Lami Bead D 608346 Alum. t 38 1224 Vinyl Bulb Wst (Thick Flex PVC 70 / (1 BEAD B �3� BEAD C 34 1225 Vin I Bulb Wst Thin Flex PVC 70 ..p �JJJ #7036,6063-T6 #7042,6063-T6 50 Dow 899 Silicon Backbedding INTERIOR 60 7006 Screen Frame Polypr14 Alum. .o - Imo- .172" 61 7040 Screen Comer Ke Polypropdene 6 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM.PVC /' 4 .870" .050" '0000" 64 320 Screen Spring Stainless Steel • • 0000 •• ••• 70 134 Add-on Flange 6063-T6 Alum. FRAME .569" •••• 0 • 71 7004 Frame Ass Tube 6063-T6 Alum. BEAD D :041100:0 • 80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE 0 Stainless Steel CORNERS C 7� #7059,6063-T6 *00:00 ••i•• PRODUCT REVISED•••••• 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel Be 000000 the F�rida Diild� I5 } Code i •• 82 18 x 5/8"FI.Ph.SMS Stainless Steel *too cep[.Ve No � Stainless Steel •0 .1 I i, R<;-d By: Dole: Rev; a: alknyate )� 83 #8x7/8"FLPh.SMS 9i�j i••• ••• 84 #8 x 1"FI.Ph.TEK Stainless Steel ��'��:..•'\�C.C(tg<- �`P By too, Producf(.ry •• 85 #8x 1'Quad Pn SMS Stainless Steel Revised By: Dole: Rev;s;on 4b • 110 • 86 #B X 14/2"Quad Pn SMS Stainless Steel i•:c.5r';G5 = Yr- LM 5/15/15 NO i!1#Ittd[9 IIS SHEET • ♦ see*••• 87 #10x 1/2"Ph.Pn./TEK Stainless Steel - • • D.o++rt ay: • oesa;pRmc 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel ® • 90 a1zx1°Ph.Pn.TEK Stainless Steel ;••> � �° 57 _.:I,.;` BOM AND CORNERQIEWS• • • JROSQ1i y ,: 1070 TECHNOi O(:Y DRIVE T;tte: • • • Qafe: • NCS N. VENICE. FL 34z7� CASEMENT WINDOW DET,4ILS-LM&SM Q8f06fMQ 'i;��1;'/�1f\j��_�'��•' P.O. BOX 1529 •• • nee* • • 'r r t I 114111 NOKOMIS, EL 34274 Series/Moder. 5crtte: Sheet •Oro,.•ig IE. Rev: A.LYNN MILLER P.E. CERT OF AUTH. 129296 CA-740 NTS 10 OF 10 VD-CA740-LM A PEA 58705 . ... . . ... % .. % .. . . . . . . . . . . . . . .. . . see .. . .. . . . . . . . . .. 0.0 0.0 ... . .. . . . •• •.• .. . ... . . . . .. . . . .. . . . . . ... .. JOB NAME : RESIDENCE 760 NE 96TH ST MIAMI SHORES , FL STRUCTURAL EVCi':=FR"JG CONSULTANTS,INC. CER 'IF WE OFPJTH.NJ rC)7781 CARLOS;. 4NJF, R;:7,P.E. -'R,t OIN cR 9421 S W. 112TH STREET MIAMI,FL 33176 TEL 786-242-1720 JAN g . . ... . . . ... • • ••• • • • • ••• REVISION: • • •• • • • • •• • • • • • • • • • •• . . . . 53'-1011 • • • • • • • ••• REAR •• • • • •• ••• •• NOT PART OF •• :• • •• THIS PERMIT •• • • • • • ••• •• NOT PART OF THIS PERMIT NOT PART OF FAMILY ROOM THIS PERMIT (EGRESS) Li+ U cn A x W w � LEFT BATH o UTILITY BEDROOM KITCHEN 1 M LIVING U z kr)�o CL u o O CL U Q CL BATH17T) d a OE BATH cL CL RIGHT LIVING DINING CL O O BEDROOM OBEDROOM STRUCTURAL FNGIN::ERING CONSULTANTS,INC. \,NOTPARTOF C=RT'P'-.q'E--A'JTN NC J0071u1 THIS PERMIT C 7, c' �• c, _cR FRONT C 1 - " 1'< r 3TREE7,MIAMI,FL 33176 18o-242-1720 /Al NOTE: (EGRESS) ICILs> MEAN ROOF HEIGHT : 13'-6"(EGRESgN ROOF TYPE : 4 : 12 GROUND FLOOR PLAN DATE: 01/29/16 SCALE: 3/16"=F DWG.BY: M.R.Z. JOB#: 01-2016 • :gala . ... . . ... % .. % .. . . ... . . . . ... REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO STRUCTURE SlIALL BE INSTRICT @C•CORDANCE WITH THE UNITS NOTICE OF ACCEP'�rE-1 R TO P1��1jCTs CgVIROLS• • NOTE 2:ONLY THE OPENINGS THAT ARE IDE*1TLVED{JITH THEIR&RODYCT4 CONTROL N.OIM.DESIGN PRESSURES,AND SIZE ARE PART OF11ITIN PERIIBT. ALL OTHER OPERINGS ARE NOT•PAW OF THIS PERMIT. • ••• ••• • ••• • NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETCJ SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED.TQ VFaPJIW THBR ADFIOUACI..•• •• NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SIH.HESOM N(;Te E;Ml4M'RIBOVER'HE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VER#W*ALI:AC1UAt o-)M&N�W PINQR TO FABRICATION. "D SERIES 6CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT N.O.A.:15-0519.13 MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH ZONE 4:+57.2-62.0 ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS 'Cl' 37'X 38-3/8'(X) .090 BUTACITE PVB INTERLAYER INTERIOR LITE:1/8"ANN.GLASS SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.:15-0519.13 "C" 37"X 38.3/8"(X) ZONE 5:+57.2-76.6 SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS N.O.A.:15-0519.13 EXTERIOR LITE:1/8"ANN.GLASS ZONE 4:+57.2-62.0 .090 BUTACITE PVB INTERLAYERw IN _ GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:1/8"ANN.GLASS EXTERIOR LITE:1/8"ANN.GLASS .090 BUTACITE PVB INTERLAYER w INTERIOR LITE:1/8"ANN.GLASS U on Z cn (R�! o 9'-8" 5' O z a RIGHT ELEVATION NOT PART OF VW z THIS PERMIT �E F O �Uy F. � Q 04 0 NOT PART OF OTHIS PERMIT O C1 (EGRESS) A 1 (EGRESS) FRONT ELEVATION B" OVERALL233 SIZE:74"X 63" SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. "At"37"X 50-518"(X) N.O.A:15-0519.13 STR'ICTUZAL FNCINEER"!C-"O%SJLTANTS, SERIES CA-740ALUMINUM CASEMENT WINDOW-L.M.I. ZONE 4:+57.2-62.0 CEIT'FOA-EC=AI'-H %06CJ7781 GLAZING. 5/16" LAMINATED IMPACT RESISTANT GLASS 76. N.O.A.:IS-051 C,FLU.�•fi--EL u ZONE 5:+57.2-76.6 EXTERIOR LITE:1/8"ANN.GLASS wt:'_=7,P.E. GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS .090 BUI'ACITEPVB INTERLAYER S'.RL- 1��-P1,13 ,7 LR EXTERIORLITE:t/8"ANN.GLASS INTERIOR LITE:1/8"ANN.GLASS 5420 S V: 1'2-H STREET MIAMI,FL 33176 .090 BUTACITEPVB INTERLAYER TEL 78:-242-1720 INTERIOR LITE:1/8"ANN.GLASS "Cl" 37"X 38-3/8'(X) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.:15-0519.13 2 9 016 ZONE 5:+57.2-76.6 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS ' EXTERIOR LITE:1/8"ANN.GLASS •r .090 BUTACITE PVB INTERLAYER " -♦ INTERIOR LITE:1/8"ANN.GLASS ' J. DATE: 01/29/16 I SCALE: 3/16"=1' • " DWG.BY: M.R.Z. JOB#: 01-2016 2 Of 3 2 . . ... . . . •.. . . . . • . . . . . • • • • • • • • REVISION: • • • • • • •• ••• ••• •• • • • • • • • • • • •• NOTE l:WINDOW FRAMES/MW;LIDN AN�AGE4'O MAINIt CWSHALL.BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN PRESSURES,AND WW PILE IKRT OF TH✓&PERNwre ALL OWWR OPENINGS ARE NOT PART OF THIS PERMIT. • • • • • • • • • • ••• • • • • •• • NOTE 3: THE MAIN WIND FO*CH4RE9IST}NGtYAI!M 0101 STRU (I.E:BEAMS,COLUMNS,FRAMING,ETC.) CALCLULATIONVEEORD 7T�IR ADEQUADS ACY.THE GLAZING,NO NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. "E" 20-1/2"X 40"(X) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. "A" 37"X 50.5/8"(X) N.O.A.:15-0519.13 JSERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. ZONE 4:+57.2-62.0 N.O.A.:15-0519.13 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS W ZONE 4:+57.2-62.0 EXTERIOR LITE:1/8"ANN.GLASS U cq cq GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS .090 BUTACIIE PVB INTERLAYER Z c EXTERIORLITE:1/8"ANN.GLASS -i .090 BUTACIIEPVB INTERLAYER INTERIOR LITE:L1/8"ANN.GLASS r�1 INTERIOR LITE:1/8"ANN.GLASS /1 x IF�i-I p, Crr/) O rQ O O O ° ° O U TNOT PART HIS PERMITTF LEFT ELEVATION Q a ° f` f' k 5'_4" M NOT PART OF A 1 THIS PERMIT NOT PART OF THIS PERMIT (EGRESS) REAR ELEVATION Al"3E X 50-5/8 740, CZ7T 'I ATR_ A ' EZ' =n••'SI LTAii TS,itv.. SERIES 5--740 ALUMINUM CASEMENT WINDOW-L.MI. C[".T '-�C nT_�; p 'T h.)„�J7781 N.O.A.:IS-0519.13 ZONE 5:+57.2-76.6 C�" GLAZING: 5/16" LAMINATEDDAPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS .. 'l STREET,STREET,MIAMI,FL 33176 .090 BUTACII'E PVB INTERLAYER INTERIOR LITE:1/8"ANN.GLASS L 78Z-Z42-1720 4^N292016 DATE: 01/29/16 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 01-2016 3 Of 3 - -- r� L 4 1