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WS-17-1080 Ps ;t N "I080 ��► Miami Shores Village M PerliTy i"h'1d0WS1$tW'ter$ , 10050 N.E.2nd Avenue NE orisCtassftation iii 14owt r Real 0111 Miami Shores,FL 33138-0000 ` hFCN a Phone: (305)795 2204 permit; t'af APPRt"�11 C3 oR issue oate,,q 61,201 : Expiration: 10/22/2017 Project Address Parcel Number Applicant 90 NE 96 Street 1132060130600 VERO HOMES LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LVERO HOMES LLC 701 BRIECKELL AVE (305)902-4660 ' MIAMI FL 33131- 701 BRIECKELL AVE MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 11,000.00 PRIME WINDOW AND DOOR INC (786)285-1494 _. .._. Total Sq Feet: 0 Type of Work:REPLACE 8 WINDOWS AND 3 DOORS. Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-4-17-63739 DBPR Fee $3.15 04/18/2017 Credit Card $50.00 $195.90 DCA Fee $3.15 Education Surcharge $2.20 04/25/2017 Credit Card $ 195.90 $0.00 Permit Fee $210.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $245.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni . ut o ,I authorize the above-named contractor to do the work stated. April 25,2017 Authoriz ature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 25,2017 1 Gtdtf & C�, ,-.g 31 P '72-- (0-) ( -) ` Miami Shores Village REMVE® Building Department = 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 A F 1, L i CI 17 INSPECTION LINE PHONE NUMBER:(305)762-4949 FB BUILDING Master Permit No. tt PERMIT APPLICATION Sub Permit No. *UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F-1 MECHANICAL 0PUBLIC WORKS n CHANGE OF CANCELLATION [:] SHOP A 1 CONTRACTOR DRAWINGS JOB ADDRESS: -1©0 e, 1(�/V7 Sl City: Miami Shores2 //__ County: Miami Dade Zip: Folio/Parcel#: I� 3.-z0(.:, 013 0101 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Fe_ Construction Type: Flood Zone: BFE: FFE: � OWNER: Name(Fee SimpleTitleholder : Ve-ro [kme'j LLC' Phone#:3"� ' zz& Address: breL�11 Ave 4t1a.-O City: 1h State: F L Zip: 3 3 1 Tenant/Lessee Name: Phone#: Email: '4 \l CONTRACTOR:Company Name: P-1 �� `- i Aj bu) `4' �>®0 r Phone#: 79G, --255-f 4 1 T(�'��(( Address: 40 1 a SO -75 Ave- City: H I tel. ((�� t State: F(- Zip: 3 � ' S S Qualifier Name: 0 Jt�` 6 f a r tX-m-- Phone#: State Certification or Registration#: Certificate of Competency#: Ila 65®®'Trr�� 6 3 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I; 000. 00 Square/Linear Footage of Work: Type of Work: ElAddition ❑ Alteration ❑ New ❑''Repair%Replace ❑ Demolition' Description of Work: Loytykilol -�ft}r JP3 Specify color of color thru tile: Submittal Fee$193, Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 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 reinspect' fee will be charged. Signature Signature ! ' OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreging instrument was acknowledged before me this day of A!C*C. ,20 1- bye 1 `( day of ,20 by bkC �rll- _ La &,m who is personally known to 8AU i 0 f-rrex-c- who i ersonally known toy me or who has produced'�fe,rSc�y�a t�c.1 tntlWnas me or who has produced as identification and who di I�e an oath. identification and who did take an oath. ,,,.>ix��,�,, Joann Florian NOTARY PUBLIC: ;a°' �'% Commission#FF990107 NOTARY PUBLIC: ° .' Expires: May 9, 2020 Bonded thru Aaron Notary Sign: Sign: Print: rta✓N Print: -5(L 6 EL ��1G5 Joann Florian �`" ROSA I.PALACIOS Seal: . a •�/�,��., Seal: * MY COMMISSION ii FF 049177 ; Commission#Ff990707 p EXPIRES:December 28,2017 Expires: May 9, 2020 j9rF�FFI�P\C Banded Thru Budget Notary Services 3m, .21 Bonded thru Aaron Notary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 NE Y_ T'Y,V P, -R Sil" LIE 0 F E I J� -H, E PR G F 11 Summary Report Generated On:3/29/2017 Property Informations s Folio: 11-3206-013-0600 Vs3 �+ � Property Address: 90 NE 96 ST tea^ Miami Shores,FL 33138-2724 Owner VERO HOMES LLCM 'M' 701 BRICKELL AVE STE 1550 Mailing Address MIAMI,FL 33131 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQA ; 0101 RESIDENTIAL-SINGLE m Primary Land Use . FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors Living Units Actual Area Sq.Ft �' r 261er7al ictograp 20n Living Area Sq.Ft Adjusted Area 3,236 Sq.Ft Taxable Value Information Lot Size 15,186.6 Sq.Ft 2016 2015 2014 Year Built 1979 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $232,324 $230,362 $228,137 Land Value $379,419 $288,713 $288,713 School Board Building Value $251,502 $253,379 $248,654 Exemption Value $25,000 $25,000 $25,000 XF Value $5,081 $4,408 $4,455 Taxable Value 1 $257,324 $255,362 $253,137 City Market Value $636,002 $546,500 $541,822 Assessed Value I - $282,324 $280,362 $278,137 Exemption Value $50,000 $50,000 $50,000 Taxable Value $232,324 $230,362 $228,137 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $232,324 $230,362 $228,137 Cap Reduction $353,678 $266,138 $263,685 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Price OR Book- Qualification Description Exemption $25,000 $25,000 $25,000 Sale Page p Homestead Note:Not all benefits are applicable to all Taxable Values(i.e.County, 09/15/2016 $582,000 30234 Qua[by exam of deed School Board,City,Regional). 0571 12/01/1999 $202,000 18904 Sales which are qualified Short Legal Description 3706 MIAMI SHORES SEC 1 AMD PB 10-70 06/01/1998 $196,000 18155- Sales which are qualified LOTS 1 &2 BLK 5 3914 LOT SIZE 106.20 X 143.00 06/01/1995 $0 16806- Sales which are disqualified as a result OR 18904-3706 12 1999 1 1 2842 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/29/2017 'Detail by Entity Name Page 1 of 1 Florida'Department of State DIVISION OF CORPORATIONS i rgl ' 1 I/�. C� f✓ r , Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by Entity Name Foreign Limited Liability Company VERO HOMES, LLC Filing Information Document Number M16000001730 FEI/EIN Number NONE Date Filed 02/29/2016 State NV Status ACTIVE Principal Address 701 BRICKELL AVE.,SUITE 1550 MIAMI, FL 33131 Mailing Address 701 BRICKELL AVE.,SUITE 1550 MIAMI, FL 33131 Registered Agent Name&Address DE LA CANAL, HECTOR S 701 BRICKELL AVE.,SUITE 1550 MIAMI, FL 33131 Authorized Person(s)Detail Name&Address Title MGR DE LA CANAL, HECTOR S 701 BRICKELL AVE.,SUITE 1550 MIAMI, FL 33131 Annual Reports No Annual Reports Filed Document Images 02129/2016—Foreign Limited View image in PDF format Ftonda Department of State. of Corporeno- http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/6/2017 Miami Shores Village `5j 1932 Building Department move 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �LOR`IpA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 3 �7 0� k Ile alifier/Owner Signature Date Print Name MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS 11805 SW 26TH ST. SUITE 207 MIAMI FL, 33175 (786) 315-2880 CONTRACTOR'S BUSINESS CERTIFICATE OF COMPETENCY ISSUED SEPTEMBER 29, 2016 THIS IS TO CERTIFY THAT PRIME WINDOW AND DOOR INC CONTRACTOR CERTIFICATE NO. : 16BS00463 TRADE: BUILDING CERTIFICATE EXPIRATION DATE: 09/30/2018 HAVING MET THE CODE REQUIREMENTS OF MIAMI-DADE COUNTY, AS AMENDED, IS CERTIFIED AS A CONTRACTOR IN THE FOLLOWING CATEGORY(S) : 0023 GLASS & GLAZING WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL OF QUALIFYING AGENT HERRERA ROBERTO S.S.N. - -7339 ALTERATION, REPRODUCTION .OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. JULIANA H. SALAS, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD PRIME WINDOW AND DOOR INC 4812 SW 75 AVE MIAMI FL 33155 009242 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT ABILL—00 NOT PAY \.-LBT-./ 7200013 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES PRIME WINDOW AND DOOR INC RENEWAL SEPTEMBER 30, 2017 4812 SW 75 AVE 7482589 Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED PRIME WINDOW AND DOOR INC 220 TANGIBLE PERSONAL PROP DLR BY TAX COLLECTOR C/O ROBERTO HERRERA PRES $75.00 09/19/2016 Employee(s) 2 CHECK21-16-127193 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license. parmit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above most be displayed on all commercial vehicles-Miami-Dade Cade Set:go-Z75. For more information,visit www.miamidadegovRexociieclor i xw4• E s�r - 2 1- 'SnaTt E J \R y t`..a -:t a ` a € t, 1rE ` I v lva 0 N^E' Z� moi. ^� Eu s. F Et h £it t E€ � -��` s a h i 1�Et - �''� E LYa \ i )E nR 11_ah £ s r ,' y �11t- a� t E - tk �11 o z n\ \'a-a-11 as 1�11r c t t E SR - - at�Ey � � [ # 3EYz P A 3Y• E - , ,j 1 �-. -,- a�°ra�eE t '_" �� a�itS ",� ," vti11 "IN ' "g' sP � a � l s \ r. 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VE C��; � \ i i : tC"1�k f-11%, .�y�. z £x' H E �3 a E 11 I 'L\ SPF w z e F£r E auk iwi' i. :a �a , 11 I 11 dEE' �E g t4 i(\' k{ \ s \ y c s 3E', �`� t�� £ � E , nS `\\'�`� E as x 1� 11 \ a ? i"^ - e. xn tl u a �1t�i�44f} c E� �_� E 1 r 3 R11 I ! 11 oAi `FF�t a 3 E 'E E E 1"x,r S \ E:E 3 4, I'£e''\_\ \\ r \ e �� '1 ON ll� a I��5 ter ` c iffir " L Ll"`,',��"`�: �� t: - t.� sVAi^ ^ a \ e i' 11 a e 1�1 A � ( ` p y �+} Y,...W\ E � ', . x 'a I It, ! " "' 11 l!", - \ .. - IN �y \ r L,%, ', €i aF - �'' 1� I ,_. y"a ,'� pt E. R �� I 11 "I'lls r $S\ > i5 9 a Eta ti 3F€ai ,I Illlll� 2 �� '\� b la % , " III rw-11 E 1 .nA ^ �� I S, \\tel S Y �% t iP � __ I I 1, v� �\ , £ e rLL' J ,• ES E ;iLL- ,. k 3 y If:€ b � 11 Ems& Y '4 E ''k L E „ �} E �E' �EE E E E 7V3{ t' _ �'P �n ,,y 9 \ t _ - _ O' \\ 111"i" £ - lel jd % s�v �' -St / - 3 -" I 11 E 4 `` 'm `c v /�' �111 11 _ 4 My L - a t "' 1 a "' h �� r '`sial € x _3F 1 ��eL L x: L t 't \ �,, E �Y� - r \\, t - . \\t- .�1 L ikl4ill" "I"I"7, % E '. �, Y �t i :�,�� xeE - a��; tib . E!E E 3E s E Q "L \ i`Y '"' °�' '� +� - '^, \ tan "I I E3ry€E F t _ a ,� a z \ �` 1. v A� \�z e /\�\ 1 Eim c E E Eel 3 3 .y ME - $'y { _ 3 - " ✓ ti _ - .. '..�s'LL my_,c_. a-»u».. _. CERTIFICATE OF LIABILITY INSURANCE DAT03131/D/201177 �„- 03/31/ � 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: H the cartlficata holds►Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. H SUBROGATION 15 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). _ — CO ACT Eckert Insurance Group P�HOMNE FAX (305)685-5671 FAC No) ) 305 688-0529 11601 NW 7th Ave. L ray@eckertins.co, Miami,FL 33168 ________ INSURER(S) JING COVERAGE C Phone (305)685-5671 Fax 305)688-0529 INSURERA: Ascendant j INSURED INSURER B_ Prime Window and Dow,Inc. INSURER C: INSURER D; _-- 4812 SW 75 Ave INSURERE: ------j Miami FL 33155 INSURER F: I COVERAGES CERTIFICATE NUMBER: 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 I 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. ILS--- Ug --II POLICY EFF ' POUCY EXP ._---- -. UNITS TYPE OF INSURANCE POLICY NUMBER I(Mt#fiD/YYYY) (MMfDOJYYY1f)_ .. � COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000_00 j DAMAGE TO RENTED 1(3S)000�� ❑ CLAIMS-MADE ❑ OCCUR I I PREMIE Ea rmncel ..-$-_.--_t____ r I MED EXP(Any one person $ 5,000.00 A GL52343-0 05/10/2016 105/10/2017 PERSONAL S ADV INJURY s_1,000,000.00 L GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMITAPPLES PER: -- ❑ POLICY ❑ ❑ LOC PRODUCTS-COMPIOP AGG $ 1,000,000.00 i ❑ OTHER $- COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY ! Ea accident --� ANY AUTO j I BODILY INJURY(Per Parson) $_--_ ALL OWNED SCHEDULED l I rBODILY INJURY(Par accident $ ❑ AUTOS ❑ AUTOS PROPERTY DAMAGE $ ❑ HIRED AUTOS ❑ AUTOS NON-OWNED IpsdenD _—_ I $ E] UMBRELLA UMBREL A UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE i i AGGREGATE $ $ DEO RETENTION PER 0TH• WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y I N E.L.EACH ACCIDENT $_ ANY PR� — ETORIPARTNER/E)CECUTKTI ` OFFICERIMEMBER EXCLUDED? u I N/A j E.L.DISEASE-EA EMPLOYE $ (Mandatory In NH) If yes,describe under E.L.DISEASE-POLICY LIMIT, $ 1 DESCRIPTION OF OPERATIONS below ----- ---- ! — 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddM*ml Remarks Schedule,N more,Pace Is required) i Llcense#16BS00463 Glass&Glazing i I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE Will BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department j 10050 Ne 2 Ave AUTHORIZED REPRESENTATIVE I Miami,FI 33138 I ■ _ j C 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)QF The ACORD name and logo are registered marks of ACORD S 4* ws JEFF ATWATER CHIEF FINANCIAL_OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW .'ONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/16/2016 EXPIRATION DATE: 5/16/2018 .PERSON: HERRERA ROBERTO C FEIN: 811589424 BUSINESS NAME AND ADDRESS: PRIME WINDOW AND DOOR INC 11940 SW 182 TER. MIAMI FL 33177 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13).F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 Miami Shores Village rant" Building Department ��tlA>i 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner Workers' Compensation Insurance Exemption 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: i. The officer owns at least I0 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 YOUACI{l�i " LEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Sigtiatr m: weer State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of a f . By G 1'' Q- �� who is personally known tome or has produced 14owc4�P1 as identification No -z..-�-- .�P�4'P��,, Joann Florian Lary. 4' f% Commission l FF990707 SEAL: � Expires: May 9, 2020 Bonded thru Aaron Notary !, PRIDE WINDOW ir0 0000 3MM7463 Date: State of County of � Before me this day personally appeared 6.6,rf o /1e-rr trL- who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: q0 w yf S4 Sworn to (or affirmed)and subscribed before me this 30` day of /-/a rc- '. 20 / 7 by Personally know ' OR Produced Identification Type of Identification Produced Par P°° ROSA I.PALACIOS * * MY COMMISSION#FF 049177 EXPIRES:December 28,2017 �? �r�rFOFFL�P\oP Bandaffhru Budpt Notary Servicc Print, Type, or Stamp Name of Notary MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niifimidadtgov/economy. Lawson Industries,Inc. 8501 NW 90111 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product 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"La Porte" 81-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003,titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •""0 ". **so:* LABELING: Each unit shall bear a permanent label with the manufacturer's na;v.br 2ogo, cite state, series, and following statement: "Miami—Dade County Product Control Approved",A"O"othermm noted •• herein. - ••"" • �"'•• RENEWAL of this NOA shall be considered after a renewal application has been 1''W and theri!} en .....• no change in the applicable building code negatively affecting the performance of thisgrg&pt. :. o ••' TERMINATION of this NOA will occur after the expiration date or if there has bea�revision o a :tif trhlinge'r 0 in the materials,use,and/or manufacture of the product or process.Misuse of this NV*gSlhn endorsement 000060 of any product, for sales, advertising or any other purposes shall automatically terminate this NOAPFAtire to comply with any section of this NOA shall be cause for termination and removal of NO. 0 • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida-&id followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14--0908.07 MIAMI•DADE COUNExpiratlon Date: June 05,2018 l �® Approval Date: May 07,2015 7�ott1'� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15,signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202,03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128 04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 .... 2) Uniform Static Air Pressure Test,per FBC,TSS 2,02-94•....a ...''• 3) Water Resistance Test,per FBC,TAS 202--94..• :•.. •• 4) Forced Entry Test, per FBC 2411 3.2.1 and TA$14294 .... ...... • along with marked-up drawings and installation diagram of Vd inum Qut;Ving •'• French door, prepared by Hurricane Engineering & Testing, Inc;;jjjr Repa19 No.'s ••:••.', HETI44-1897, HETI-04-1896 A, HETI-04-1896 B and II&TI-.04-1377;siUsUed on 03/08/04 and 03/12/04,all signed and sealed by Rafael E. Dro7,4ed,P.E•• '• goes • (Submitted under NOA No. 04-0607.04) •""• • 4. Test reports on: 1)Tensile Test,per FBC ASTM E-8 •• along with marked-up drawings and installation diagram of alygiin im. (Lwwirg • French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports mo. HETI-02-T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz--Seda,P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May O7,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked=up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI42-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources (RER). • • ...... E. MATERIAL CERTIFICATIONS ' ' •••• • • 00 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America lac. fofftr 000 "Kuraray PVB Glass Interlayer",expiring on 12/11/16. •••••' •" 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriei.Thc.for;�relt•' 96:960 "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 000000 .. •0.00 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemiu�l.CampaMp(MA) "•a s• for their"Saflex CP-Saflex and Saflex HP Composite Glass In4efters wit0 ••.;. PET Core"dated 06/19/14, expiring on 12/11/18, :•••0' • • 0000.. F. STATEMENTS •• 1. Statement letter of conformance to, no financial interest and compliance with the FBC P Edition (2014),dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda,P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering& Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI49-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HET144-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, HETI42-1726, HETI42-1728, HETI42-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc..fg;their Series "La Porte 8'--0" Outswing Aluminum French Doors — L.M.1.19, appxpveg on ••••;• 06/06/13 and expiring on 06/05/18. •••• '. • ...... ...... .0666: ••.• • • • 00:00: so so ••.•.• so • • • • 00 Jaime D.Gascon Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS 143 1/2'Max Unit Width Sidelite v'me enobor Spacing Swing IS®1/ DRW'0 PARC/ BEQD. DBBCRUTlON RBYASIBS Poral VIQth SW Poaet Width 1 L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMINUM , < 33 13/16' Plax. ) A C 35 3/16' max. •1 2 L-902 LII-097 I FRAME SILL 6063-76 ALUM" 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 8 e• T 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-75 ALUMINUM 5 L-906 LU-092 2 x panel PANEL TOP&BOTTOM RAIL 6063-T6 ALUMINUM �B010 6 L-907 LII-091 I x panel HINGE STILE 6063-T6 ALUMINUM SET ALTERNATE BOLT UM25' y)NS sM¢Er/ \ Max. DLD Widt 7 L-905 L11-094 1 x panel LACK STILE 6063-T6 ALUMINUM 8 L-909 LEI-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM J / \ 9 L-911 LII-085 AS REDID, l.4 ROUND ALUM,BEAD-7/16' 6063-T5 ALUMINUM Y w Y ti C /.• D E D 10 L-912 LII-087 AS REDID 1/4 ROUND ALUM.BEAD-3/8' 6063-TS ALUMINUM m= y /,�/ /%\ It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3286 AS RE". Bulb Vinyl Wts'p.-Teen Plastics,Inc.See Material Compositlon at Sheet z c ti t s y Active Inactive W 7(i 13 PWS-001 ■ AS READ. VTS'P.8 TOP/BOTT.RAILS Schlegel FS-.187'w.X.210•h z m _ �o 14 PVS-002 ■ AS REOD, VTS'P.8 FRAME HEAD 6 JAMB Schlegel PB-A87'w.X.330•h. o a: s o =o` o zi" 19 2tB bin, a(OO93 „a t5 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM Sidelite Seca-batt x 1� 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-TS ALUMINUM M j.per. a \ / 17 FD-631 LD-086 AS REOA GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLASH BOLT Ce TOP&BOTTOM OF LUCK STILE) m¢m 0[7 19 FD-681-2 HC-024/023 1 SET DOOR LACK/BEAD BOLT SET KVDCSET-Series 6907 COMBO tx lack7/1 �/) Side its 20 FD-621-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SCHLAGE-Serles FB350 COMBII ❑g lryI• 21 FD-621-2 HC-024/023 1 SET DOOR LOCK/DEAD BOLT SET DEFIANT-Series 831 CUM v � R�pIL��-(\\ 5�E// .Own BOLT 22 r FS-035 AS REQ'LL Froze InstatL Screw-Head (See Notes at sheet 4 of 6) \ 1) 2 3 0 SON AT SHEET 1 9 23 ■ FS-035 AS REG% Frame Install.Screw-Jamb/SRI (See Notes at sheet 4 of 6) ___. ____ __ _.._.. ___� ___---------- 24 ______ _ ___ ____ ____ 24 • FS-026 8 FRAME ASSEMBLY SCREW 412 X 3/4'PH.-PHL 1 25 ■ FS-012 AS REQ'D. JAMB ADAPTER SCREV 010 X 3/4'P.H.-PUO. 74 i e. 5' 26 FD-634 LII-171 AS REQ'D, 1/4 ROUND ALUM.DEAD-11/16' 6063-TS ALUMINUM 6' 13 1 6• 6' • 6' ' tt27 ■ FS-043 8 GLAZD(G ADAPT.ATTACH.SCREW 08 X l 1/4'FK-PHL ANCHOR NOTES: S F�4 max,ac 1/ L43/4 12 3/4• 4 4 1/Y 14 1/8' /428 + FS-049 2/Panel Double Rall Assembly Screw 3/8•x2 1/4'Hex Screw&Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldeUte) anmrx.ao, act6� 29 r ■ AS REQ'D. NEUTRAL CLIME SILICONE Schnee-Morehead SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. nctive par t) Inac�Ive paneL) HOTFS 2. SEE SHEET 4 OF 6 FOR INSTALLATION Same anchor Spacing 30 ■ ■ AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. at frame head&Sill 31 ■ AS REQ'D. NEUTRAL CtARX SILICONE Tremco S-500 3. SAME ANCHOR SPACING 4D FRAME HEAD &SILL "OXXO r EXTERIOR ELEVATION g ■ r AS REQ'D. Laminated Glass see Pg.5 Dupont-Sentry Glass Plus NOTES: 33 ■ r AS REDID. Laminated Glass see Pg.5 Dupont-PVB 1)))).QUALIFIES SINGLE&MULTIPLE PANELS(SEE ELEVATIONS). NOTES: 34 • ■ AS REQ'D. Laminated Glass see Pg.5 Snf(ex-PVII 2. QUALIFIES UNITS WITH MID WITHOUT SIDELLM 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE-5th EDITION. 3.MAX.FRAME SIZE 146 1/2"w.X 95 3/4%. OXXO 2).GLASS MEETS REQUIREMDU OF ASTM-E1300 AS RER CHAPTER 24 OF 35 ■ HC-002 Z/Panet PANEL ASSY ALUM,PLATE 1 1/2'x 2'x 1/8•(6063-T5 ALUM.) ¢, mcr&ITT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FOC 2014 CODE. P40 HC-004 2/Panet Panel Ass'y Full Lenght Rod 3/8'Xe:200 Rod Plate,Flange Nu{ 6). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS.MUST BE ANCHORED w FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4'P.H./PHL 6). MAR.DAYLITE OPENING WIDTH= 25" TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. FS-044 I2 SIAEL[TE ATTACHMENT SCREW 410 x 1'PH/PHIL-<l7•DC Maxy 7. MAK'DAYUTE OPENING HEIGHT =83 1/8' 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8).SEE ELEVATION AT SHEET Isf8 FOR MAR ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE HC-006 BGS 6/Jamb 1/2•Dlo.Hole Plug-Nylon 6-6 MICROPLASTICS-Rockwell M-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCIDTS BEYOND WALL DRESSING OR STUCCO. HC-007 O87BGII 2/Pant 7/8'Dia Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10).NO HURRICANE SHUTTERS ABE REQUIRED 5).SEE NOTES 0 SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. ■ HC-010 1/BOLT FLUSH EMT SOI Plug-Nylon 6-6 SUNCOPLASTICS Inc Rockwell M-79 6) ARE NOT PART OANCHORING OR FATHIS APPROVALS NOT SHOWN IN THESE DETAILS as comptyiilg with Llro FloridaL-913 LII-086 AS REg'a 1/2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALUMINUM Building Code •O LIMITATIONS:■ r AS REG'LL INT FALSE APPLIED MUNTIN 125'X.CeL. STOCK ALUMINUM Aaceptan- �p 1). MAX. DP - 186 PSF W/ (4) Surface Bolts&Gloss Types A. B. C&0. r44 L-915 FD-623 AS REQ'll. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM-4'long :4p (SEE LOCATION DETAILS®SHEET 3 OF 6) L-916 LII-117 AS REQ'D. FRAME LOW SILL-OPTIONAL 6063-TS ALUMINUM DY. 2). MAX.OP 176 PSF W/2-POint Lock(active)+ (2) Surface Bolts at Inoctive FII-635 HC-050 l TWO-POINT FLUSHBOLT LUCK OPTIUNAL(FOR r/-76.0 psf DP) THOIdAB act Control 3). MAX. DP - 178 PSF W/Flat Sill &must be used where water infiltration Is not required or opening is protected by overhang ratio greater than one. FD-6E6 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM.ANGLE 1 1/2'x 1 1/2'x 1/8'At—60 3-TA ••PRO S4).MAX. OP - 186 PSF W/MuIU-Point Lack(1-active)+(I-passive) at Inactive FD-627 FD-b27-1 2/Pnnel 2-Point Lock Boit GWde ANGLE • 'x■D�c 1 'x 9'f�lun•60.3-% .,.iF lTevieloa Nafos ,y ® 7p T■ ■ AS REO'LL Jdnt Senlarnt-White Catered 'Purvis Qo.•Sdp�•SRaI• • �.• •PJ3 ',�i�iRevised to comply w FBC2004-11 01/00 ,(/�� 1 OpJ/ 8501 NW 90th St. FD-630 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET •ASHLAIb•4 -A • • • • p b225 o Revised to comply w/FBC2007&added MEDLEY, FLORIDA 33166 SI FD-637 HC- 1 SET KULTI-POINT LOCK ACTIVE S �1✓SItOr3ICACTS• * ••* Insisted Oleaa OL/2E/10 ND STR.IEIB. INC. (305) 696-8660 52 Fl-640 HC- I SET LUCK PASSIVE HANDLE 6 TRIHSET ASHLAND OWS20IA-P aAshland Must-Point Look 01/27/11 YANUFACMWR OF QUAU77 AENMINUM 07NDOYS AND MISS DOORS CC Revised to comply w/2010 FRC D,m"eters Fawt CMmw -- wwvr S..w/NaA.S raw eA.w 53 FD-639 HC^ t SET MULTI-POINT LACK PASSIVE ASHLAND 4VS110-STPAS4 y 9• (!f.. Revlsad W Som w 2014 PBC MOA APPROVAL WPACT FRENCH DOOR 1 OF 6 54 FD-641 HC- 2 x panel MultF-Polnt Lock Bolt Guide NYLON 6-6 Rockwell M 79 ATE F • e:'.' "" " Nelson Erazc °o/11`"/15 "La Porte" Impact" French Out—Swung Door SS FS- 4/Guide Bolt Gulde Attachment Fastener • fK•.r•1/2'P Il. * • • y�,o� ■ D�D_S6 F1442 HC- 1 x Lock lock Top Kount Adapter ADAPTEi• • • • • S•• 4 mt�~A �` Nelson Elazo 01/20/12 57 FD-643 MC- I x Lock IL.ck Bottom Mount Adopter E •• • • I'RDt SOS a,t,e, gv�w"0'�O"M" NU ate" FD RCUW a G 0ATE • 110 7/8'Max Unit Width gggAL 73 9/16'Hax UNt Width �A ' 74 12'Mux UNt Mtlth 8Nt 8Hox 38N�tlth,SwinPOS AT F&ET $wing OPTSldeUte OP110NS A7 SHQTpP�{pN" A Tl3of6P3 oParrot Width A 3 of 6 3 of 8 maac�- <�/16' x I< 33 13/16' nax� — 1 1 1 II IIA nnax YdtlN II Max.Ill.3\4d II :L II A a II CII DII D R Sw� FII I B�' F C DI srnJo FI I 'srno CI CE / J II II ' II II W t i% II I Gt s sa %: sfi ao XQ CO-P XN �I G rXA ns PII E fea w Inactivs r% a a AcyttTe A a r d a A five II Ac ve G2 <. a s Active •v r a°E 1C�Q II 4r -\, e�� p D H ® � uB II -- - - -- - -- - -- - - -- -- -- - - 1 -- - � ��$��/�1I�8�MA 5£E ALTFANA�E BOLT pp7tpry5 AT S1EET T OPIIO�H��A� EET T OPnONS AT SNEEET "0X0." ELEVATION AT xE "U" ELEVATION6 "OX" ELEVATION 3 of 6 "X" ELEVATION 3 a 6 "0" ELEVATION 145 1/2' UN4 Width ALTERNATE BOLTLT APPROVED CONFIGURATIONS OPTIONS AT SHEET SldeUte 3 of 6 Swh-rg Panel Width Panel Vldth NOTES: "LaPorte'I1�ACT FRENCH OU75NIN0 DOOR-DESIGN LOAD CHART ( 33 13/16' max. (.35.3/16' max. A 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PANEL WjffGHT NU1E DP PANEL DP(PRP) .VIEWED FROM THE EXTERIOR SIDE. ABY' OF OLA83 TYPR ASD'!�OI 1S9 OL188 OLASB ^ 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE (��) ANCROIS"A'R"S" �} TIPB"R'TYPE"C'TYPB'D' in AND ARE AVAILABLE AS OPTIONAL. 11DTH• ®p1TP• AM + P • + 3. PANELS At2E fAVJ�ILABLE ITH SINGLE BOTTOM RAIL /-( II II E OR DOUBLE i0 OM RAI 10 1/4' 5 ±S" I t6' ±760 +76.0 ±76.0 Max. V1dt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. _ 16 L4' S ±86.0 6' ±760 ±76.0 ±76A S 22 1/4', 77' 5 ±86A 16' ±760 ±760 ±76A CD 0II II II 28 1/4' a�> 5 ±860 16' ±760 ±760 +760 r• r- r/: r/.. %/..• +' 30 1/4' S t86A 6' 1760 276.0 3760 a t t g 34 1/4' S +860 16' +760 +760 t760 XQ 2� II II �cs{ 101/4' 6 ±86,0 6' ±76A ±760 ±760 II etive p s� PRODUCTA6V1SE0 16 1/4' 6 ±660 16' ±760 ±76,0 1760 'I as complying wBh Wo Flodde Active Building Coda Q/� e2 I/4' 93' 6 ±860 t6' ±76A ±76,0 ±760 (�/�•� a �// r II A.ceplalcea Ho 2t7 28 1/4' K6) 6 ±860 16' ±76.0 ±76A ±760 ngpQpi�TggT EE N � / RAIL�M 30 1/4' 6 ±86.0 Ib' ±760 ±76.0' t7bAAll34 1/4' 6 ±86.0 16' ±76.0r766 t76.0 Pdieml FrOdOotCantrol, - p OPERABLE PAM0.MUST-MEET APPLICABLE IIEWIRENO05 PER BUODWG CODE. II •R q mom"J.SOME •O PARENIHESIS 111DICATES/OF ANCHORS AT FR1UE"0. -- - PRO R • • • • • • ♦ Revision Notes: [,�p� '��/'/��/�' /]��/]' • •• • • • :•: • ��` V •<r ♦� Revised b Damply w/FBCE004-11/01/Ob 8501 NW 90th St. • • 1 5�$ Revised fa comply w/FBC2007 8 added MEDLEY, FLORIDA 33166 SEE IS AT SHE BOLT—'X- • • • • ••� •=tt Insulated Glass 01/22/10 IND S IES WC. (305) 696-8660 �Pf1Gf 6 AT SHEEP •• ••• •• • • • • Ahba 1Tulf-Potat Look 01/2761 YARUFACTURFR OF QTf/LPFF dLU1Y1PUY IWDO/S ARD O7dS9 DOORS "OMO" ELEVATION �e Revised to comply w/2010 FITC Dram ossa pati w.• pad P•rw 6.+../Irad•o- 7rex 8A•to • F =� Revised to comply w 2014 FRC MOA APPROVAL UIPACT FRENCH DOOR 2 OF e ANCHOR NOTES: • : FFnae.a1•aAm " " r1.-SEE ELEVATION AT SHEEP 1 OF 6 FOR • ••• • •:• • - �'iL p �' =oNelson Bnezo 01/18/10 LaPorte Impact' French Out—Swing Door ANCHOR O.C. MAX.SPACING AND LOCATIONS. . Dak 2. SE�NI�E S 4 OS 8 FOR INSTALLATION • • • • • • • • • • e S :?i(G11..gtyh'�e'i` NeIs.Rr. Ol/ 12 F TYPE • •• ••• •• •TES_♦J 'I J 4U4I5 $'`'n.t.e. Ryw+w•xma... Dnmaw swam, FO-2003 sR'"i•••k G • • • ••• • • • • 5/16'TAPCON W I 1/2'MIN�g�D 5/16'TAPCON W/ ME NOTES EELOV FOR SPACING) 1 1/2'MIN E14BM 2 x CP.TJ WOOD BUCK INTERIOR BIDE (SEE .T.)W13111) DSHEHU KD SEE SHEET 1 A 6 FAT OR SPACING 1/4'MAX SHIM TYP, `^ LOCK SA3 3LE 4 ,.:.�.. JAMB MULLION 19 20 21 15 16 MULLION JAMB 46 6 1712 38 6 Active 7 7 Inactive 6 12 6 17 6 12 38 23 1 33 Sldelite 27 39 36 17 Sldelite y•.�'Y�•• I I/4'MIN EDGE D) . TYP •4:'' I 1 1/4' DLO Width i—I 18 EdgMinimum sance 14 17 Panel Width 11 2712 9 10 11 14 9 10 E 14 _ t/a' MIN EMBER O O EXTERIOR SIDE O G-r2 MAX SHIN "Ono TYP —1 •' UNIT WIDTH MIN EMBED (TYP.) 18 � ANCHOR NOTES: RRERtOR BID2 1. SEE ELEVATION AT SHEET 1 OF 6 FOR Active Innctive Active Di1'BtuOR BIDE Inactive to ANCHOR O.C. MAX. SPACING AND LOCATIONS. q IO 18 2. IS,E�ET N&U 14l,POF 6 FOR INSTALLATION ® I NP-) ttttccaS ES \J- 18 18 I / 3 \ / EXT1Do0R SIDS \ AOR SIDE II 1 1 I Active Inactive 5 t7 E3 L®� E4 L®� 1B zcsOPTION"BOLT 0 TOP RAIL LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TYPO—POINT LOCK ¢t ]_ EXTERIOR SIDE DrMoR SIDE & FLUSH BOLT 5 6' Active Inactive toy-°° ` 45 oilINA D 0. S m a. / 2 32 33 34 ® p to 7se N !/,.�/ t2 LHelgh 17 i �• to# B Is {*� OPTIONAL SILL 5 •�;.`r;�'',t;• w 1 N'EMHED.INTO I 3500 PSI CONC.(TYP.) 28 INTERIOR SIDE 1e EXTERIOR SIDE 18 OPTIONAL BOLT ® BOTTOM RAD 1 1/4, ��'ELCO TAPCON V/ 1 1/2•MIN EMBED. It (SEE DETAIL E3 FOR MOUNTING LOCATION) EDGE 0Wm) 23 5 36 TWO-POINT MULTI-POINT Fra cH Ro.T & (!� FIAT SILL NOTE: 2 MAX.DP-178 PSF MAX.OP-186 PSF TWO-POINT LOCK LIMITATIONS: ]00RS 6 SIDELITES WITH THIS SILL TO BE 95 1/41 MAX FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS 1). MAX DP- 186 PSF W/(4) THIS TYPE OF SILL IS LIMITED TO 4/-76.0 paF DESIGN LOAD AND Surface Bolts h Glass Types A. B,&C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED I1R THE 22 TROMAS J.SOTOS 2). MAX. DP a 176 PSF W/2-Point EXTERMR OPENINS IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' •• PRO II6;� Lock(active)+(2) Surface Bolts 0 Inactive OVERHANG GREATER THAN DR EQUAL M THE HEIGHT OF THE WALL Sill • • • • • 1 WHERE THE DOOR'IS LOCATED. SILL Height •• ••• • • • • r• • • ••• • • • • /,ea, Revision Notes; �� ,may .�f;^'il '•a' • a:"I. • •• • • • • ••• •• �N N. •.QOT'°o j Revined to comply•/F1ID2004-1f Ol OB I``�}� 8501 NW 90th St. .'1•'4=".%•'�°-'T ;. ,y' at .++ .� • • • • • • • • Revlsad b comply• FBCE00T&added MEDLEY. FLORIDA 33166 `'xr� -• I 'f.I A`•MIN 3500 P3I CflNCO<TYPJ ••• ••• •• • • • •• •• I1 55225 ••.*Y Insulated oleae Ol/%10 I7 STRIES, C. (305) 696-8560 •k+ Aohlond Mult-Point L wk 01/27/11 IIARDFACTURBR OF QU"Jf7 AWMAV"17NDOWS AND CLAW DOORS I 5n6'ELCO TAPCaN V/ PRODUCT RRVISED ;f: Roviaed W-comply w/2010 F'BC D„m o�u v,r _ a,a mr o„e, s w./rmra raw sa.w 1 1/2'MIN ELIDED, as c(onigI 'vit)1De Hari r :;1!: Ravloed to co w 2014 FBC NOD.APPROVAL piPACT iRENCII DOOR 3 OF B (FAN.EDGE DIST.) (SEE SHEET 1 aF 6 Building CDdo • ATE OF ;;.:':. xoAna FOR LOCATRN AND SPACING)A J'�� D• . • �� •', OR`pF;' D,.' Nelson Sreao o/t"'"'6/1�'6 "La Porte" Impact" French Out-Swing Door BFr OPTIONAL - DOUBLE BOTTOM w• • L—}L•/MrT' • • : �s��/{��A�A� �,ab� A—E" Nelson F:raao of/RO/t2 RAIL DETAD. DY • • •• • 4m�r tt9a)T°�� Si4+a.t.s. Rv avam.r: a ,.a FD-2003 MI uct o w1 • • RATE I�r�w O E BEL, FOR SPACING INTERIOR SIDE I x(P I.)WOOD BLICK SEE ELEVATION AT SHEET I 13F 6 F13R SPACING NOTE 3,SHEET 1) RCIERIOR SIDE LOCK STILE r LOCK STILE T @9 20 21 19 0 21 3 19 20 21 JAMB i B AMB LOCK STILE 31 15 12 Active Inactive Active 4.tIve GE GMT. 17 12 2 12 12 EXTERIOR S UNIT WIDTH MIN EMBED Q EXTERIOR SIDE (TYP.) EXTERIOR SIDE 50 51 WTERIOR SIDE 5/161 TAPCON V/ 5/161 TAPCON V/ LOCK STILE SEE NOTES FOR SPACIN5) a Active 7 MULLION DITERIOR SIDE LOCK STILE I x CPT.)WOOD BUCK 38 (SEE fiffE 3,SHEET 1) NOTE 3j)AT TYP 12 SHEET HEAD SHIM TYP. HEAD (n�A) 12 2 OR SIDE 14 *IX BUCK*MINIMUM REQUIRED FASTENER L A.11 e STILE INTERIOR SIDE 50 51 SIDE HEAD: 5�116. X 3-Long TAPGO%- SS wi ft ozfda 77 MULLIONS:5/16- X 2 1/4- Long TAPCON(-) LJ EXTERIOR SIDE AwWMnw No !��.07 43 Active 7 Inactive < d. C1 Control INTERIOR SIDE ALL FASTENERS W/ I la MIN. EMBEDME 17 ANCHOR)1EUD STRENGTH Fy-1155ksi 1 —1 17 ANCHOR ULTIMATE STRENGTH Fu-177kel 13 12 2 1 2 ANCHOR MAX SPACING AND gel 0 Revision Notes: 23 gRie-d Revised to mmitly w/FB=07&added LA MEDLEY, FLORIDA 33166 23 8501 NIN goth St. ght SILL I§ .. t Adiland Mult-P.Int Look 01/27/Ll MANUPAOMM11 OP QUAUrr ALUMNIZAf 17MOVS AND OUW DOOM I MIN EMBED 0� 8.�.d or 10.k ehA- "La Porte" Impact" French Out-Swing Door Dk °a° � � s _ '•`- 6IOO.IIE A1TA BERT Mi=WMVE SOME GUZING TYPE & DESCRIPTIONS -- 0114 SCREWS sae INTERIOR SIDE -. no x t•taLmvl. ,488" C A Laminated Glass Du nt-Glass a"A" ASSEIm1.Y StltEV3 928 -•.� 17 GlaPing Adepten 1GIazing Depth ME V41)auvwt. / 1-1 -• FFgi[ DESCRIPTION DbTAD. 32 vE nIERSPUP FACE 11 31 SlIf000ne f 3/16•Annealed .090'DuPont SGP InteMn er '•'_ .. \»•...--.........a� s 3 3/16•Amrentetl o,ten• - - � Laminated 4leee .340"0 A Laminated Glass by Dumont-Giese TyDe "B" Stu AWTE1 _._....._ by DaInt or Noiutla 1781[ DRSCMMON DSfAII. 33 mvt"'MTypes A", •B"or"C" IxfER76Q SIDE Annealetl 6' 3IDELITE JAMB ATTACHMENT DETAIL GLA TABLE v/ MESCRPaunm _ / 2 D40'DuPont PVN irrtertnyer FRAME ASSEMBLY DETAIL GLAZING TYPE 6 DESf,Tt[P 1/a Round \ ACCESS NOL 33 74 1a4 9 10 3 1/8'AuTented OaW (LACK SIDD yDVa q EXTERIOR SIDE .340 0 A Laminated Glass by Solutia- Glass e C ° GLAZING DETAIL_#_1 DRT'K SILL SEALANT DETAIL IF17Dl 1/8'Heat^SD treagtvened Mass (RTE.HEADER TO BE SEAM SIMILAR TO ML L1TT)101t /"HW¢SME 2 A90'Softex PVB lateNnyer -r ALWY REOFF 3 ire•Hent-StrRmthermd Wnss 1 130V)RTFRNAL THREADED ROD INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS RIROE AronaeFllT +D Gtat:(ng Adapter Glazing 311OonB scRtvs 5/18"Laminated Does 28 3030 3�] .340 0 A Laminated Class b 3olufla -Glsae O D DCPTN LUG • 410 x 3/4•PN/Pim. 3a Gl De tk 11701 Dl 170N OSfAIL HINGE ATTACHMENT GLA(SETABLE E DESCRIPTION) i I/e Hent-Strengenened Glass GLAZING TYPE t DESLYVIPTILIN) r ' DETAILS ,oris ms /r ——— ___ 2 A90'Snflex PVR tnteEtn LCVER : / 3 1/8'Hent-Strenathe)Ied Wass '� LEFT IIMm)tPXE LEAF 70]mm STDE 1/4•Insulated 4 L4'INSULATED AIR SPACEPRE-PURCHED sato• • -o / Air Spam v/ 5 1/R•TEMPERED MASS 1/8"Temp.Glen i - MYr� ,340 0 A Laminated Glass b Solutta - Glaea e MCC ATTACWM NEx"a INSULATED SPACER'TruS-11 Glazing Head AND WAnaR Dwn Sent S.%gae Spacer 28 1181( DESCR6'RON DBTdO. I ttslaaE)t5�IPNERaL. IKack-1/4'Air S e I l/8'Hent-Strengthened Glass PANEL ASSEMBLY DETAIL Pt Na 812-z5H-357p°a p L4 E x90'DJPeat SGP Iatertayer EXTERIOR 3 1/8'Hent-Strengthened Glass ACCESS HOLO OVER,0 tT .4 1/4'INSULATED AIR SPACE Wrrml LET � aatr GLAZING DETAIL #2 3 1/81 TEMPERED MASS JAI® MAGE x)LOI[In RW snA•t%>(rcls Sus.Pw .2,014 SNS OR SELF DRILLING SCREWS 014 SNS DR SELF BILLING SCREWS )HTO METAL STRUCTIBtE INTO FiETAL STRUCTURE CSEE IATES FOR SPACING) (SEE NnTES FOR SPACING) I•�t1 0125 T75 -+i (via GA. KS -� 1�EDGE DIST. 06063^TS MIN.) MDt EDGE DIST (fy 36 KSI MIK) ALIRIINIAI TUBE NU.LD)N STEEL TUBE LIR COLIRaI t REFER TO APPRINm (STEEL IN CONTACT V/ALUM. 3 PItU gexyynp,apA MIAMI-DAA NDA 3 h Hem TO BE PLATED OR PAINTED) — x.tal iNBd6we IkeM Tt4dueaA _� 3/ MAX4�SHI14 TYP. 1/441 MAXX SHIN TYP. T PRODUCI•RBVISHD �yyLte•� ascompiyHlgTrBh (imide c xa L)"-ala) Min J Building CO AcCeN Acce No 5/I6'ELCD TAPCON V/ OW 11/4'MRV. 1 1/4'HIM EDGE DIS7 THOMAS I.SOT'69 11 HDICE ASSElIBLY DETAII, EDGE DIST. 5/16'TAPCDN V/ TYP (SEE FOR SPACING) BY r TYP� 11/2'MIN EMBED 1NT10 GONG r I •• PR01 8I ITNGINBBR O #FD-624-2 Nwalval Product Co (SEE t10TES FOR PACING) • • • • • 1 FB5 (FANG.TO BE 3 KSI HIM.) 2 • • • ..gip • g • • �� is Revision NoteTo t t/'4' t•:• I .;g••+'Y M�+,) •(SEEN, i3)••• • �� r'" •'�`•'•�O A9✓„ Rovleed W°ompiy)F FHC2004-11 01 g8 �/j��/T /]�`�/T 8501 NW 90th St. (Mw�.. •• :. ( • •• • • • • • • �• 6 •S wy Redead to comply v/FBC2007 k added LA 7 P' S O V MEDLEY, FLORIDA 33166 '� "' •� T • • • • • • •� G 225 1•,t`w dated Glass 01/92/10 IND tS IES, N C. (305) 698-8680 i and Yult-Point look 01/27/11 YANUFdCTURBR OF OUdIJTP ALT/YINOY IIRDOBS AND CfdSS DOORS I/4'MAX SHIM TMP, I/4•MAX SHIM TMP. „ :jrx Revised to comply v/2010 FBC D.um at.. Put ala_ ny a kamw Item SA4.R ''O• :!1] Revised to Com v 2014 FBC NOA APPROVAL IMPACT FRENCH ODOR 5 OF 6 • ••• • TE OF •o R.WdDw1,01/16 u a • ••• • $ . ,� :'� Nelsen Era.. 1O La Porte Impact)) French Out—Swing Door NOTE) • • • • dim C F!t C:;(h`Yy�•' n.ama Rw nw.=07 OPTIONAL INSTALLATION DETAILS MAY APPLY • • • • • • s••'•••+•°' Nolsoa Erato 01/20/12 TO DOOR raa)tE SAF®AND/OR FRAME FIEAa FRAME INSTALLATPDN d60RAL•DET.MI11� • • P � I�j' <TYP.) • i Z4E� R.atM n.ts. )+�R,ean.n nAx4xP Rm.s.n FD-2003 awaa n�aa G DATE�� • • • ••• • • • • • •• • • ••• • • e 3• .076—IF- II-.078 3.5 14.500 OJL TTEg8dm d d1IS0TEE3- O.8L71-57910 F06122,25g94-�irI— 0 STEEL T EL BOLT O.096 (@ � IIII ` 6 1.750 GUDE LISO .6898 -I .908 .074 .127 QUARTER ROUND FLUSH HOLT AND GLAZING ADAPTER 2BEAD FRAME HEAD CK #FD-s34 PANEL HINGE STILE 6L-801 ANGLE IDE OL-907 —1.812— OFD-627-1 60 .119 ,730 .726 I 4.187 .0a.075 1.250 .064 P-031--I i�•B08 1 d00 .064 2A00 + ggT O(3/8') /pRTER ROUND 1.750 9 9 r'124 11 HINGE 908 to(3 912H� ��-�-- I 070 4.500 $ € R INACTIVE-PANEL _�� 5.05.060 O PANEL LOCK STILE O FRAM: SILL FLUSH 13OLT 5 a 47 ANGLE GUIDE .635 656 7 OL-905 OL-902 1 1/2°LONG OFD-826-1 .65 -t—I I I—L75 L750 I—Lela--I r A63 MULTI-POINT MULTI-POINT O(/ARTER ROUND In LOCK ACTIVE LUCK PASSIVE (1/4-) BEAD ju - 1.250 OL-911 .072 .214 LttOC.Dal � I- 1.6I25-1-L0.196 ,065 .045 `�t�I I.-. °�• •• ° 2• HALF ROUND 1162 1 4.000 4. 0 Ay bA 42 FALSE MUNTIN O HAL.ADAPTER ,072 .500 JAMB ADAPTER TURN G O 1 1/2' OL-913 OL-909 ,09q„ O4 904 KNOB OL .092 .100 T 52 53 t/8' Flexible Yke FNC Com esNlon-Tenn Plastics,Inc, I 4,348 50 51 SIDELITE PANEL •- FPVC Bleak Can sund°..7200.75 1812 ALUMINUM PLATE PHYSICAL ASEM NO. -I 1 100 —L `�•5 2°LONG D-metorHuda,,s A".I0 a 75 D2240 I O.OSB J OHC-002 SpNifle Gmdty 1.45 D-792 I 0078 Tbmfle Sbeagt14 SI 1640 D638 PANEL TOP & I 4t" ACTIVE HANI)LE PASSIVE HANDLE UldmatoEkagalm,% 340.0 D-639 O BOTTOM RAIL FRAME JAMB IYY'-----FRAME HEAD SHEAR PLATE 6 TRIMSET &TRDISET Modulus(aj100•/.81mga6m,PSI 765.0 DbI8 #L-906 O #L-903 4'4 OL-916 • - Bduleaess, .31.0 D-746 •2. FPt1C White:Compound No.7267-75 1VOTF• PHYSICAL ASPM NO. 2.688 Du.ax4arNardmm•A°,10seo 75 D2240 1.ALL DIMENSIONS SPECIFIED ARE IN INCHES to 00 0 SpedlimGmtity 1.45 D-792 2• SHE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS Ir'�t�l� U 1LL Tomito Sbeag0tiPS1 1640 D•08 -� I U&ft Elmgatim,% 325.0 Db38 RODUCPREVISED I 4.500-- { ffi Madulse@100%Elmgafim,PSE 165.0 D-633 complyingwithjJWIeoFlorida t•� ^ a } t Briul -300 x746 B9uTdhrgCodo/IL(,� ny.��OT''yyf 4b FRAME LOW SILL a Aaeptmrw No J..�+ •9 '�./ JL (] NOTE. OI.-918 PROTHOMAS 7 TOS / / REFER TO DETAIL'83'AT SHEET N 3 OF 6 • •t FOR ADDITIONAL NOTES AND LIMITATIDNS 87 BIITTlPt BOTTOM• •• • • • I 1(lt eII MieD01 edo FTc&tetCOmrol �� t- IMIDE GUIDE a •7 : • • • • • � ••°N•. )Oe+'eo Revision t Noteas " • •• • • • ••: �� •V\ F••.��1 m Revised to comply• FBCPA04-11 Ol Og WS ON 8501 NW 90th St. pp, MEDLEY, FLORIDA 33166 STEE Le6LT sTEEI•)RJL• • • ••• • • 5 225 a Revised W comply e/FBC2007 k added •• - ,R, L K Imelatod clave 01/22/10 N E2IE S NC. (305) 696-8660 STAD4.ESS STEEL BOLT 00 z � �. Ashland Mult-Polut Legk 01/27/11 XANOp/C1�RSR Op QUALM dLVYINON IIMDOMS AND CLASS DOORS cn 9/16.1LD sss v/-76S pan !.0. *fx� Revised to comply V/2010 ne Dna°craw pare arm. Wvd cm-~ SMa�a4e ltnm Snw. sof e Optional Multi—Point Locks 00 VW MD.Bss C,/-a"pse) OF :�: Robed to°amp w 2014 FEC RaA�SAL BIPACf WNOH Dock (+/- 86.0 psf DP) • ••• • •• �s Saw.4 Dw Dae.L'Metadt "LaPorte" n OPTIONAL •• yTAorrvE�,AxE[ • �l aP ��,• Nelson Real° 01/16/16 La Porte Impact French Out—Swing Door LOCK C-060 ASHLAND RVSIIO-STACTS ASWAND NV5110-%TPA&• PLU9QI BO&r OIW-� • p S`f a`°••��, Nelson Erato Ol/20 L3 4Q TWO-POINT LOCK 18 S+'•• 4p o aw,Dw nae.S as x 78.0 psf DP) HANDLE&TRIMSET HANDLE&TI•MSET • ••• •• • • •,peeiS1,01/,2 Saw, part laaaew ,gym FD-2003 R.we"sawu G ASHLAND BV5201A-A ASHLAND kVSROIA-P • SATE• - n•t•a• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t MIAMI-DADE MIAMI DADECOUK7Y e® PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3155-2599 NOTICE OF ACCEPTANCE OA .+w.miamidade.goy/economy' Lawson Industries,Inc. 8501 NW 90-Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER— Product 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. * see* ...... DESCRIPTION: Series"HS-8700(Flange—Frame)"Aluminum Horizontal Slidiiig Window—FIs H.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horn*jj* ;a1 Rolling Flange "'••• Impact Window", sheets 01 through '10 of 10, dated 05/30/09,with revision"B", dated Ag/11/14, Apared •••. by manufacturer,and signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami. We Coutts+Viaduct Control Revision stamp with the Notice of Acceptance number and Expiration data 4 the MiamWade • 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;tw,%tate, series, and following statement: "Miami—Dade County Product Control Approved",-Lmle;s otharsAisc 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 irr the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.-12-0127.08 and consists of this page 1 and evidence pages E-1,E-2 and E--% as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-Q90.8.,J4 MIAMI•D®u>`frY �i ,(yp� "1 pjr Expiration Date: April li,2017 Ir r, 1A1\ 1 ' r/ Approval Date: November 13,.2014 �,�fx. �1��t7 Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . I (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and*installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F.Font,P. $?••• (Submitted under previous NOA No. 11-0705.10) • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading pq;tp,�TAS.�� 4 •• • along with marked up drawings and installation diagram:.af 8 specimens. of an aluminum horizontal sliding window, XOX (1/4••4/% 1/44�and. 1/3,: 1/3, 1/3) configuration, prepared by Hurricane Engineering W?esting; Inc., Test--:--. Reports est••:•- Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10).;1:HET4!-1D'3130,* HETI-10-3223 and HET-10 3225, dated 03/23/11, signed ani seated by Cagdido F. •• Font,P.E. (Submitted under previous;VdAWo. 1i-07-05.10)....:. 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2(cl 14. ;:Goes: 2) Cyclic Wind Pressure Loading per FBC,TAS• W 94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-30528, HETI-10-3056,. HETI-10 3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201--94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P. E. (Submitted under previous NOA No. 11-0705.16) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,.2014 E-I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--082033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 *00000 4) Large Missile Impact Test per FBC,TAS 201-94'. sees *see:* 5) Cyclic Wind Pressure Loading per FBC,TA5.10.3;9400 Gooses •' 6) Forced Entry Test,per FBC 2411 3.2.1,TAS.202:94 0 0 along with marked-up drawings and installation diagram Qf•8•specimens.of an:****: aluminum horizontal sliding window, XO configuration, prelTdit by Penestration••••• Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTIrM'V and en'!3364,0•••• dated 12/06/01, 12/11/01 and 01/28/02, all signed and se;.leci ly Luis jYntonio*0• Figueredo,P.E. (Submitted under7YdANo. 02-0227.05) ...... . . sees.. C. CALCULATIONS " • ... • 1. Anchor verification calculations and structural analysis, complying with-FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 0.7!10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer."dated 04/11/13, expiring on 12/1'1/16. Jaime D.Gascon, Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNm ium) 2. Notice of Acceptance No. 14-0423,17 issued toEastmanChemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127 08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, URTI-10- 3048, HETI-10-3049, HETI-1030491, HETI-10-3050, IETj' 03031•,•I TETI�•••;• 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, 'HETI-=23130, so HETI-10-3131, HETI-10-3223, HETI 10 3224, HET-1 Q:�?jj and•MTI-10 ••" 3226, all issued by Hurricane Engineering & Testing, Inc., dated J 1/09/10, 03/23/1 t°•••; and 04/25/11, signed and sealed by Candido F. Font,P.E. •••• • ..... (Submitted under previous NOA No. 11-0705.10) """ •' ••••• 6. Laboratory compliance letter for Test Report No. HET;) �d 3251, •zss ued by'°e:' Hurricane Engineering & Testing, Inc., dated 04/25/11, signs$ aiid:sealed by.Rafael...;. E. Droz-Seda, P. E. (Submitted under previouINQ9.No. �1*V65.10) 7. Laboratory compliance letter for Test Reports No.'s HE,TV08-2033,Iri"V-08-I • 2034, HETI-08-2035, HETI-082036, HETI-082037, HETI 08 2038,6AETI- 08-2116A and HETI-0841161), issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F..Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No..'s FTL-3097, FT1-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by.Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal:gliding Window --- LKI.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E--3 A Al A Al General Notes: a o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH e40 o q VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT O y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M 0° 2.)WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT TBUILDING F LE RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS a m d o OF 2014 F.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL. E D C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON a �f\ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 L �+ W z (O.C.), AND AS TABULATED ON SHEETS 6, 7, or B. g gl B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE y W x q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND o,M n c TO.BE REVIEWED BY BUILDING OFFICIAL. w 5.)WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GIAZE LAMINATED GLASS TYPES tS c7 I NOTE: QX XO TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE z 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). y�y 2 FOR VERTICAL CROSS-SECTION DETAILS "A,Al, B. &Bl"REFER TO SHEET @3 6,)WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. C 0 z 3) FOR HORIZONTAL CROSS-SECTION DETAILS"C, D, & E`REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. O A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. A Z 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ® a N 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 710X"WINDOWS. P c 11.) SEE SHEET 6 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX"WINDOWS. C4 O o XN\ \ / 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. d q x a \ 13.) EXT. & LNT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE O `\\` \` �//' 14.) WOOD BUCKS IN CONTACT WITH CONCRETE.MUST BE PRESSURE TREATED AND ANCHORED q E\� D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS 4 & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FRC CHAPTER x 24 SECTION 11.3.3.3. B B7 15.) APPROVAL APPLIES TO SINGLE OHM OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS, 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED a XOX -Equal Me ( 3-113-1/3} WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT a S NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE g Ijj REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FOR VERTICAL CROSS-SECTION DETAILS"A,Al, B. &Bl"REFER TO SHEEP#3 16.) ALL MFTWSTEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIAIS TO BE $ 3) FOR HORIZONTAL CROSS—SECTION DETAILS"D, &E'REFER TO SHEET 06 PAINTED OR PLATED AND SHAId.MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. g 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHAIM AND NOTES. *' E D a E 0•• ••• • • • • • •• • • • • • • • • • •d o XOX - Un-Equal IAtte (1/4-1/2-1/4) •� w O a" NOTES "n t 1) REFER TO SHEET 2 OF to FOR INSTALLATION ANCHOR DETAILS AND NOTES. SBD �` aaRcomplying O;o Florid 2) FOR VERTICAL CROSS-SECTION DETAILS "M Al, B, &B1"REFER TO SHEET #3 • ••• ••• ••• • ••• Building Codd 08��4 3) FOR HORIZONTAL CROSS-SECTION DETAILS"D, &E"REFER TO SHEET 05 • • • • • ••• • • AcooptonwNo 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. •• 0• • ••• 0• • • a a 0 tL D Q+ i��/�••* ,pupa o°e SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW ••• • Dy APPROVED ELEVATIONS ,mem1 do product Cont ' A • • • • • • • • • • 040 0 • •• •• • s • •• •• TEST UNIT SIZE: I11'X 83" yc 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74'X 63" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS- 73'INTERIOR FRAME VIDT14 y r " (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)8 AT FRAME HEAD TWO ADDITIONAL ANCHORS % O 6 (34 AT FRAME HEAD 1F DP ABOVE 70.0} REQUIRED AT MEETING RAILS (B AT FRAME HEAD IF DP ABOVE 70.0 REQUI�RED�AT MEETDP ING RAILS 1'Tbe FOR UNITS WITH DP ABOVE (B)8 AT EA.FRAME SILL e/�-70PSF(4tr� ,BDVE C (B) 10 AT EA.FRAME SILL A Al +/-70PSF(4 TOTAL 5, (8 AT FRAME SILL 1F DP ABOVE 70.0) A Al h (14 AT FRAME SILL IF DP ABOVE 70.0) 1 r-f137�--1 (C)6 AT EA.FRAME JAMB r-14' 4 t/2 4• 14' N�°0 v1 (C)8 AT EA. FRAME JAMB : .C. 4' (t4DL qt.) �1 •SEE GENERAL NOTE g3&(f4. (MAtt O.C�, (WOG O.c. •SEE GENERAL NOTE g3&rya. [7yp�`� Ar y o 6 !! 5'All.CCA omm) $•NJ.C•!N£RS) O yi I a N Mox.D.L.O.Vr0 az'i D.LO. d h Ma D.L. ,�idtft 24 24 3 , 13 1/4'aG , J3 1 i 13 1/4' r _- _____ .__m J= q Ow 01 w /" ==d�-=L- e /� L{'Dc 71 / ==�k k 9 Pte'. w j J =_ _====Ti J // / 13 1/4.O.C. / ,o _ 1--0L 13 i/4.O.C. z If .� J a x w ANCF70R NOTFSi ' AMCHDR NOTESi O MIBiTIN S F A PELIED W O L SAME ANCHOR IG SPACING AT HEAD a SILL\\ A�}E AL L SAME ANCHOR SPACING AT HEAD 8 SILL EM1U(TN.{ $7NT ALSE @l�AL (O 2.7V0 ADDITIONAL ANCHORS REQUIRED�J AV SILICON€AND ARE 2.TVO ADDITIONAL ANCHORS REQUIRED V/S111t AAFN'D�V UJ tai, AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIDNAI. AT MEETING RADS FOR UNITS VITH AVAILAHL AS IIP L. b I OP ABOVE-70PSF/-75PSF(4 TOTAL DP ABOVE+/-70PSF(4 TOTAL Np��g, 'XOX" WINDOW EQUAL LITE "XO" WINDOW EQUAL LITE x ]:'ST'VERTICAL CROSS-SECTIdN DETAILS'A,At,B,8 Bl'AT SHEET B3 NOTE9 °OX" REVERSED ) 2 SEE HORFAINTAL CROSS-SECTION DETAILS'C,D,6 E•AT SHEET 65 TEST UNIT SIZE: 111'X 83" 1.SEE VERTICAL CROSS-SECTION DETAILS'A,A1,H,8 BI'AT SHEET 43 INSTALLATION FASTENERS # 111'OVERALL FRAME WIDTH 2.SEE H=2UNTAL CROSS-SECTION DETAILS'C,D.8 E'AT SHEET 24 h (A) 10 AT FRAME HEAD 110'INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0} TIE ADDITIONAL ANCHORS (B) 10 AT EA.FRAME SILL REQUIRED AT MEETING RAILS A Al FOR UNITS WITH DP ABOVE 5 ffi (14 AT FRAME SILL IF DP ABOVE 70.0) +/-7lD'SF a TOTAL SERIES-8700 HORIZONTAL SLIDING WINDOY� 9 � (C) 8 AT EA. FRAME JASC'�.ey +•!-- cWtK2o.a� 5� ) FLANGE FRAME ELEVATIONS - L.M.I. g ~ la *SEE GENERAL NOTE Q3& ®4. --�- , yy Max.D. O.Wid Man.D.L.O )�Vidlh i 1 13 1/4'aC. kr= � 6$i •/� o T=== O • • • •/ • X31/4':a m 6�= __�'__--_�k== • ••Y ••• :13 to s• 'p w � PRODIICTRBVISBD ANCHOR NOTES, l f �....81�Nt Fs'er•}•rnA ��NTINS AR3 ••• ➢u�p1� Un7 L SAME ANCHOR SPACING AT HEAD B SI ALL\ I �ppLI x["WV'A/LS.jLICOwE-- AR�AVAILAHLF••• • • AGveplOaW i'io �+�,;/• .' ' •W E.TWO ADDITIONAL ANCHI RS RE(M1JRW T •AS OP • • • • ! • • • 0 '0 O•'• N MEETING RAILS FOR UNITS WITH DP Ole ABOVE.70PSF/-751 (4 TOTAL "XOX" WINDOW — UN--QTJAL =,A'NDTm E • • •• • • • _ L�2 '�'�'�'�' •• �..,-. - L SEE VERTICAL CROSS-SECTIINJ DETAILS*A,At,B.a Bi'AT SHEET B3 • • • vlialnl OPtOdud Control /,f�ff);•- Od P.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,8 E'AT SHEET R9 owe • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVAT10N AT SHEET #2 y _ FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL <TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) m 0 0 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAW SONINDUSTRIES, INC. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED =;' •' '� g �✓ q EvDGE DISTANCE BY THE GLAZING SYSTEM ;:'_s�; t ; ,��, M h A o v .,a p i•t.I r.• ' .. Q' •'t'p? y B p m v O o .k:•.. d ° .`v a1 1�4' MIN :A- . .�t..i' ..•'•o.aa: A: sEMBEDMENI. '''t .4':• a 4. p- o °' '-;•;� 2X o W O V MIN. i o ' - '•`� ^, EDGE ANCE i o 'i ... ro a o EXTERIOR GRADE 12 SHIM SPACE :`l;'. • 2X (MIN.EMBED.) pO t0 PERIMETER CAULKING (TYP.) w � PG a ik 15 �H O No EXT.GRADE PERIMETER 1/4'MAX. CAULKING NOT BY SHIM SPACE y cr p 14 15li $ LAWSON INDUSTRIES', (TYPJ TO BE APPLIED BY OTHERS >�� dl<TYP.) W A'. O co c i E CLEAR SILICONE ADHESIVE EXTERIOR d �1 h i BEDDING COMPOUND iI tt i �i INTERIOR a x _ = EXTERIOR INTERIOR La Y I ALTERNATE DETAIL Z Z C-) I i� LAMINATED GLASS w. WN j it a 33 =' WOOD FRAME INSTALLATION DETAIL < e 14 p6 7 a ;F - It i' WINDOW INSTALLATION NOTES' n z �i �� '` �� I. 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 9 BY WINDOW INSTALLER MR) w 28 SILL RISER - OPTIONAL ` P. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO 2 a i APPLIED ICONE LE CHARTS LI BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK u a SHEETS #4, #5, & #6. BY OTHERS (TYP.) 2 �� • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR g 26li 26 10 9 32 13 l MASONRY 19 LEES THAN 1/8`, SHIMS ARE NOT REQUIRED. O - I 131 - I I 13 ANCHORS NOTE: GRADE GRAa�• ANCHORS TAPCONS o TO BEr1APPROVED CON(.2 SMS OR WD. FA FASTENERS INWS INTO QODCI NC., EXTERIOR t:":': :::_:::: ::: ::•:::i:::•:::::::::::::: • PERIMETER CAULKING •':••d:::t::c:iri�'•: BAULK • • • WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD [BZ Gj .••"' '••.A�/�;`!',. • • • • CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ��• d • v4•wx w N O G •. 'd ^ A 1/4.'MAX •• s•n • •• SHIH SPACE oSHIM SPACE •.•f. a 4. 0 4• (TYPJ of UI •.:.,- ..':ai4•:A d - 4:1 1/4' MIN. (TYPJ •;;y.• /1 d 4.. N I- 1 1/4' MIN,. d EMBEDMENT "d,a .r ':`' ' ° EMBE MENT PRODUCTtIBVIS[ID ° L 4: !:••4;d eta•. •..4 _..d• as cmnplyiag pdM the Florida A ••�• :�^.:•:h.�•''(d• ' d -1 ...4. i . •d•• i• • • P,aDdiag Codc 0� 1� r ! A.- Q1, d' a a • 4'=.6 •!•' •j�/8' IN. • tm •OPTIONAL SILL INSTALLATION D�1'AIL•AT "XO or OX si��72 q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL WOOD DUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) z BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON y INDUSTRIES) MUST SUSTAIN LOADS IMPOSED O o z a BY THE GLAZING SYSTEM INTERIOR FINISH i° t>c 2 (BY OTHERS) M i y E c •''•.`.'r},�I�a: ':<iT.•Xh:":.: .PT. WOOD BUCKS �i doe VVa,• •�] o 23 LAMINATED GLASS c z v ' 1/a NAX. 33 SILICONE ADHESIVE vq,M #14 S.M.S. W/ 1 1/4' �• SHIM BEDDING COMPOUND SHIN SPACcpq MIN. EMBEDMENT INTO WORD, (TYPc INTERIOR (TYP.) o O Z q (SEE ELEVATION AT SHEET D2 7 17 34 3 a in ca x FOR MAX. FASTENER SPACING) 2X 5 27 ^o Q. o 1/4' TAPCON W/ 1 1/4' o L 1/4' MIN, MIN. EMBEDMENT INTO CONC, Z Q EM ENT -________ ___-_ (SEE ELEVATION AT SHEET D2 1% FOR MAX. FASTENER SPACING) A o 1' MIN. U EDGE6— -"_- d DISTANCE 8 -_- _ - _ 1 t/4' MIN. ®rE 17 EMBEDMENT Of�CIfEH11t<EEt�{{t<fff -a 1 1/8' MIN. p 0 Jit EDGE DISTANCE W54 ,�,EXTERIOR WALL FINISH �.:5<.: °•BY OTHERS (TYP.) 144EXTERIOR9 1 f ao w EXT. GRADE r. •a. .h W CAULK <•. ? .+Q. 4 U) ca En STUCCO OVER METAL LATH NAILED TO O = �'�::%°:•+w=� ^ x EXTERIOR GRADE PLYWOOD SHEATHING CAULKING NOT BY GRADE TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', T NOT BY LAWSON INDUSTRIES,DIC. (TYP.)BE APPLIED BY OTHERS 73' MAX, YP.) WINDOW FRAME BUCK WIDTH .._._._._................__.__._.____.__-_._._._ g a 74' MAX. N WINDOW FRAME FLANGE WIDTH " qffi "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) b 30 31 WINDOW INSTALLATION NOTES: 8 8 8 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. z z GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE g d BY WINDOW INSTALLER(TYP.) t¢ z 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK $$ BY OTHERS (TYP.) 22 21 •• ••• • • • w AND THE BUCK OR ,�plppiryttt WREN THE aAP•BE'7�4EFf[T�E •�ri �fE 5 MMONRY I8 LESS TKNW j/8"• NOT REQUIRED. �� .0 1jo tato 5 .........��Y<: AIiCHORfi:N� • • • • • O.• Vie.`>. • • • •• U) LL �••�S y o ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR a O O` LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR D F`ir J. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE :ONt.•(REFER Tlt LOAt QRBLES GOR QUAfMITIES REQUIRED) PRODUCPRBVISHO LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. • • • • • • • 71Ym8 � k;°�01: ••• • • DuDding Cuda /w� ^�� G?v� 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED • • • • • • • • • • AawpDmtooNoy "'�9�5• �'T y•' FOR USE ON ALL WINDOWS. • •• • • •• • • • 12D1�j �t i 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ••• • • • • • / o tthwo P��>a v1ta1W o Produq Convol A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED h BB (SEE ELEVATION AT SHEET #2 c A j FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE .PT. WOOD BUCKS q a 1/4•MAX. 2122 23 34 BEDDING COMPOUND LAMINATED GLASS �s. d• M t v 0 SHIM SPACE 1/4'MAX. -,�•�:•.. F •o (TYPa 33 EXTERIOR SHIM SPACE (TYP.) 7 17 5 27 30 31 1/4' TAPCON W/ 11/4' _ z c r MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 o w= 4 -- _--- -- -_- ix FO-- - R MAX. FASTENER SPACING) 14 12 ..o.: ------ --____— —_6_ 4 ___.__...__..__._-.--.---. ----..._-..__•_-_.. ,� ------- '•.a..d� 1/4' D 1 1/4 `.a.M IN 0 NB£DM T 18 NBEDMENP.- 8' : B, EDGEDISTANCE17 OT ------------'EXT ps GRADE EXT GRADE CAULK z CAULK co WINDOW FRAME BUCK WIDTH •x a g N t> 8 WINDOW FRAME FLANGE WIDTH Sd "XOX" WINDOW EQUAL AND UN—EQUAL LITE s WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. Y GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE $ ,? BY WINDOW INSTALLER (TYPO 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO Y BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ON$ BY OTHERS (TYP.> $ x z Ft • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. ka ANCH0123 NOTEANCHORS TO BE #12 SMS OR WD. INTO: 1/41 TAPCONS or APPROVED CONE.CFA FASTENERS INTTODCONC., •, OR •• ••• •••• ••• • • ••• ��tttt4(tt'H,��i;�, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WORD OR f • • • • • • O c� ,. .,Hj �� • •• • • • • ••• • `O; •• ••E?4 CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ••• •• •• ••• i ••• (4 y ,LL 6'.2 y a 0 0' i ••• • ••• • • PRODUCT RBVISDD •,• N a • • • • • • • • mwmp{yang% ththo Fluridu • • • Y • ••• • f BuBdlu#Gado • • • • • • • • • • • co n Mo �A1 •.... Aaelitani ,,,,�f1/F111t'►ttC,t Djomf Pro ct control Q • • • • • • • • • • ••• • • • ••• • • DESIGNLOAD CAPAGTY(PSF)-OX orXO WINDOWS # # + Pressures I, WINDOW Jamb H&S Glass T "A" (*2) Glass "B" *2 Glass Type"C" *2 Glass Tya"D" *2 Glass Type"E" *3 Glass Type 7" *3 o A WIDTH HEIGHT Anchors Anchors + f - sf + f - sf +psf - sf + - sf + sf - sf + f ^ 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H oa 0 6 0" o 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o a IR q o m 60 24 3 6 65.0 65.0 65.0 65.0. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 °i M ?R 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0�z z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Go a o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 E 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.05z 11 5 z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w N 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Cn c o S 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W x 48 60 5 6 65.0 65.0 65.0 65.070.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 5 o w 60 60 5 6 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0DO a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 25 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 26.5 38+375 4 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0a o. 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z z 37 58 5 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 .fl• ' 0 •65.(O• 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 ,,,qN*I// /111�', 53.125 63 6 6 65.0 f5. • ••65.0• • 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g....••••... �v radq 74 63 6 8 65.0 • 65. • • 0• ••65.8 1 65.0 70.0 1 - Ln - - - - - •�'' Notes IJ SEE SHEET 11 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS.• • •• nseomplyuigwl0tduk7trclt - a OINtrys Coda 'i %n 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ueptmtcoNo LL RISER - OPTIONAL (WINDOWS WITH GLASS TYPES -A, B. C, & D-) o APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR*MftWg ABOVE W70.0AH • • j i%/ \\� FOR DP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES 'E, & ' AID +80.06DPONAX.6 • • • ;j •%�' '�\• \\ t C+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED ATO HEAQ &•SDS.ONO ••• • • i� \� tktPto\ /t .y..•. .. y WINDOWS WITH DP ABOVE 70.0. (MIER ELMVON AT•gHgET�QF r0)• • • o- \� �i ,,��IIIIIIi•aeaD��'a 4.) WINDOWS WITH GLASS TYPES -A,C!OR G'61NSTALLEIAABOVE•SOFT. • • .d IN THE HVRZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-E ual Llte 1/4-!/2-9/4 +/-Pressures(pso ti s FRAME SIZE #Jamb #H&S Giass T e"B" '2 G lass T pe"C" •2 Glass T e"D" '2 Glass T pe"E" '3 Glass T e"F" *3 G lass T e"G" ("2 c n I WIDTH -HEIGHT Anchors Anchors + sf - sf + sf - sf + sf - sf + sf pelf + sf - sf +Osf -psf m w a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 1 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 "M' � 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ;4 r o rA 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z>- 72 >-72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0o W x o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 0 o 1 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z $ 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , R 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®� 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 O/ N 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N c o qd 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 � o 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 Q x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y $ 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ , 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a 111 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 25 5.0 7 .0 (° . 111 58 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 72,0 111 63 5 1 11 - •••- • • 62.0• 110 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , *::a�....eee%m DUCTop PRORB 53 • • •• • • • • • ��ly{ug�vNgWeFlwidu A �5.••••• • •• • • • • ••• • BuBdh%Codc/) Qa.:i.'�'. �, b•.'%�� Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DITIM I*S&C0It•0PT18NS. • • ••• 0N0 •i �� u O O'„1 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B, C, & D7 pWdagCoa 2O S LL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR JON4p"ABOVE *7'`0"..0.+Ir• • • � • j�• � • II II FORLIED VITH ABOVE SILICONE (WINDOWS WITH GLASS TYPES -E, & )' AM +80.0•DP p+nx.• • • • 1 � •• •�''•� ADDITIONAL ANCHORS REQUIRED AT AUME•HF.AD &6SRA ON• ••• • • I` 2 I (+80.0 DP MAX.) asee�1-••.... WINDOWS WITH DP ABOVE 70.0. (JA ELEATIONOAT AM 29OF W) • • • • `� � �\ i a ee4eep��oaaa60, 4.) WINDOWS WITH GLASS TYPES -A, G.•OR G STAL1AAovE•38FT. • • • �i IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL IE TEMPERED. • • XOX- Un-Eouel Lite A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-113-113) +F /-Pressures(Pst) o FRAME SIZE #Jamb #H✓£S Glass Type"B" (*2)1 Glass Type "C" (*2) Glass Type"D' (*2)1 Glass Type"E (*3)1 Glass Type 7" *3) Glass Type "G" (*2) e 4 WIDTH HEIGHT Anchors Anchors +psf -PSI +psf -psf +psf -psf +psf -psf +psf -psf +PSI -psf M; y 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '^' m 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a q 04 m 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 M •, 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z ZrA 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N W= x z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W 2 0. o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ch o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 � 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 tQ 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c M 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a 0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ o x 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0co 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A pC 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 L � 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 5 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 -•• •• + • •52.Q • .0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t�taallll/„ IP • I'ROD=RRMW ae 11 lISS !." asoomp3yWgwMftFlatlda 5,.,••••••'•.4/ +. • •i ••i i • see •• ,C_/¢��J •r oan • • • • • • • • • BuddfigCeda 6 ,-f-�' QQ /j �t3^.. Notes * 1.) SEE SHEET 9 FOR GLAZING TYPE , D AM �c S •SII ICORk!OPTIONS.• •• AoceptoOnD '.? 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW nD SILL RISER - OPTIONAL � * O• (WINDOWS WITH GLASS TYPES A,B, C, &D-) ��` \` '�/ Aiemi a1�� tro! 20 3.} SILL WITH RISER ADAPTER ARE FOR jPINVABOVE +70.0 !: • \�' \� �� t \ APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES -E, &!F' AWD +50.(•I�'•MA • \' >I 1 I FOR DP ABOVE +70.0 PSF �q ADDITIONAL ANCHORS REQUIRED 0. �A�T PRft �A.�ModyaA HEAD 80 SILIL ON• �•• � � � 2 1 C+80.0 DP MAXJ fie" 4.) WINDOWINDOWS WITH GLASS WITH DP ABOVE TYPE9•"A,'A,"OR Qft G'• __STALLED 1BOVE•JOPT.NON'AT SHEET S,OF )• • • • \� �i� c ,8�/ll 111 p IN THE HVHZ, THE I.G. EXTERIOR LATE SEtAU BE TAPEROP • • XOX-Equal Lite A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 X 3/4'&D-', HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS Ck 033 19 FLAT HEAD,PHILLIPS. ' READ. DESCRIPTION REMARBS SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 82 ITEM PART N C R 34 MULLION TYPE•SIZE AND MAX. FOR MAX FASTENER SPACING AND $Y$ --_ BILICO)E OPTIONS'• DESIGN PRESSURE LIMITATIONS. DP TABLES,FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM q �EtaRms e"9 (ALUM.0.078'MIN.THICK) ---- 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM M TREMCD SPECTRUM 2 3 L-7701 1 FRAME FXD.JAMB 6063-T6 ALUMINUM M Ob00•�IIi NOTE:THE LOWERPRESSURES OF GLAZING 11EPTN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM via a t•• LAMINATED GIA99 COMPOSITION -TYPE H THE WINDOW OR MULL SHALL GOVERN c m17 0 S L-7705 I VENT MEETING RAIL 6063^T6 ALUMINUM r a t7sM GOBS DESCRIIRION DETAIL LAMINATE DESMUP 11 - 6 L-7707 t VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM I 1/e•ANNEXED GLASS shT1EX/XEEPSAFE -'- '-___ 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM }. 2 OA96'PLASTIC fNTERUYER yD u Z_W a 14 O J ey,'SOL.UTSA' 3 I/G•ANNEALED GLASS alr 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM -+Z 4 L-8702 I FRAME SILL TRACK 6063-T5 ALUMINUM p W= LAMINATED GLASS COIdPOSC1TON -TYPED _ _ - _ o. w Ig791 Ccea9 nsecR[PIxoa Hare¢ teImlATs DBSCRR7/ ____-_ 10 L-9705 I FRAME SILL RETAINING 0 - u, d1 p I Ire•HEAr-sTRENGxTE)¢D GLASS ________ __ ------------- 1t L-7708 AS REQ'D, GLAZING HEAD<3/8') 6063-75 ALUMINUM ''TTII BUTACItE PVB atl1 p 2 0.090,PLASTIC uIrERLAYER - 1 Bp•dwmlr, 12 FS-066 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4'P.H.PHILLIPS 6 3 Ire•HEAT-STRENGHTENED GLASS t - ate^'JJJ EXTERIOR GRADE x9NDOw FRAME F3F40 AS READ. INSTALLATION SCREWS R14 SMS F.H✓PNIL. b O A LAMINATED GLASS COMPOSITION-TYPE E PERIMETER CAULKING EXTERIOR 31 AS REQ'D. VINYL BULB 1/4' DIA. BULB#3033 0 nEreu. wo<rATa DBSCRRITON FRAME MULLING DETAIL o3As REQ'n FIN SEAL WEATHERSTRFP 197•e x z30'hySTREINARErgD Guss 005 AS REQD. FIN SEAL VEATHERSTRTP .187' w x.350'h F•t z I STIC INTERLAYER By,'SODUnA' OD9 AS REQ'n FIN SEAL WEATHERSTRIP .187' w x.310'h tr3 I/8•HEAT-STRENGHTERED GLASS 1 - - • 11 AS REQ% GLAZING HEAD(INSULATED) 6063-T5 ALUMINUM GLASS COMPOSITION -TYPE F SEE MULLION APPROVALS FOR 001 AS REQ'D. PILE 2 GLAZING HEAD .187'w x.150'hMUWONTYPE,SIZE AND MAX.GLOSDEBCRO7IGN DBTAd TeMiIIATE DBSCRiP7TON DESIGN PRESSURE LIMITATIONS. 06 AS REQASILL RISER ADAPTER 6063-TS ALUM: OPTIQNALf/e•ANNEALED GLASS BTACITEPveNOTE:THE LOWER PRESSURES OF 39 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM n 2 OA99•PLASTIC INTERLAYER -- DP•DUPm(T• THE WINDOW OR MULL SHALL GOVERN I y. 1/4'MAX. g 12 S.OS.X 1 1/4'L. 22 HC-657-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 3 Ire'ANNEALED GLASS . SHIM (SEE EIEVAnON AT SHEET 82 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL INTERIOR FOR MAX.FASTENER SPACING) 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 19 18 25 FS 041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4• P.H✓PHIL (y' ' 4 26.1 HC-044-1 2 WEEP FLAP & BAFFLE ■ 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2'X 1/2'X 2'L. -- •SILICDK GPTIGi . DDY CORNING G" 27 HC-040-1 2 SASH ROLLER&HOUSING x a v SCHNEE-MDREWAII SISI 33 0.600• TREKO SPECTRUM 2 29 HC-026-1 1 SCREEN FRAME &MESH R GLAZ DEPTH 29 M 1 ATTACHMENT SCREW R CLIP #8 X 5/8' S.D.S. r g ~ INSULATED LAMINATED GLASS COMPOSITION TYPE A 6— --t DcaMtNAte DtiscB�OH 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON JIM GLASS DUSC8@410N - v I Ire �D GLASS oil 31 HC-059^1 2 VENT SWEEP LATCH DIE CAST METALe CAW PLASTIC INTERLAYER V4. SAFLEX PVB PERIMETER WNDOW FRueE NOTE' 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 9-E� Br•SOLUTIA' SFgLMIT 1.ALL STEEL IN CONTACT WITH33 • 2 LAMINATED GLASS See IIetaRs E L.H.of aheet 9 3 1/B'ANNEALED GLASS a-JFEXTERIOR ALUM.TO BE PAINTED OR PLATED.f/4•IMSUATED AIR SPACE2.METAL STRUCTURES: 34 ■ AS REQ'U. GLAZING SILICfH4E See Det"s @ L.H.of sheet 95 L/W ANNEALED GLASS W A)STEEL: Py=38 KSI MIN. a (STEEL 18 GA.MIN.THICK -0.048') 35 OPTIONAL AS REGD. COLONIAL FALSE MUNTIN ALUMINUM z z INSULATED LAMINATED GLASS COMPOSITION TYPE C 36 SM-5504 AS REQ'D. JOINT SEALANT r I B)ALUMINUM 16063--T5 MIN. � H'm CLASS DPSCRIPMN GEfeD, LOlD1A193 aEBCRD'I'IOR (ALUM.0.078°MN.THICK) 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OST PLILYS£AMSEAL x c I v0.•MOCALED Gross E1 METAL STRUCTURE ATTACHMENT DETAIL 2 MOW PLASTIC INTERLAYER - Q Le PVB 3 !re'ANNEALED GLASS ___ __ Br•➢UPONT' 4 VA'INSULATED AIR SPACE • • • 0 i •• n s 1/8•ANNEALED GLASS ti) ayN JJJ • • • • • • • o�\�\\\�L INSULATED LAMINATED GLASS COMPOSITION TYPE G • • • • • ••• o y.�,•••••••,'�/' °n 1A11BTeTB • • ••• • • • _' Tr®I GIA99 DEBCRD 7TDN DETAIL •• • • •• u. C b�l o 1 1/G'HEAT-SIRENGHTENED GLASS _ __ _-�1 p 2 CABG'PLASTIC INTERLAYER O V4' PVB 9A) 3 1/8•NEAT-STRENGHTENED GLASS =-- BYE'DUPONT' 1/4'a•INSULATED AIR SPACE -- == • go* 5 • ••• PROAUCTRBVISED a • • • • AsceDlptyMgWIULOwFIOTIda `o Q:✓Jr V8•ANNEALED GLASS(NNU I • • • • A , • • • • • RuDdingCGdD _ OS 14 '' (a)WINDOWS WITH GLASS TYPES•A,C.OR G'INSTALLED ABOVE*WT, • • • • ♦•• • • ActeptmnlO NO �J y IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TETPERED• •• • • •• • • • ]� °jA! pP1\\, ••• • • • l • • °j!lfll!11\\\ GLAZING DETAILS AND OPTIONS ""I°°d tOonho a ••• • • • • ••• • • ••• • • •• • •• • • •• •• 0 0 ••• • • FRAME HEAD FRAME FIXED JAMB SILL TRACK FOAMS 1e L-7703 fEso L-7701 L-8702 O r7 O OO O I •\` FRAME TOP CORNER c q b b 4 M co m yoe v d 'Ln U I 2.6,3 I m� �v SILL RETAINING CLU' T z n o 0 CW7 Q L-8705 p Dz �gl FR YE HEen q 7 'N 1 O VENT TOP HAIL 3:d W ^IA39--+I 1 EwwE�aue u, FRAME SILL FRAME VENT JAMB I _ L-8701 L-8703 1.66 A62 O 0 am FRAME BOTTOM CORNER FRAME MEETrwn PAL ' VENT TOP CORNE 0E, VENT SPRING LATCH \, MAME c1l a37s L-7539 .062 •\ {� o M a 3 21 VENT JAMB HAIL .\• ,\, �N � O Vim] \ H 00 I� 1235 IVFM LOCK RAIL .699 l y .750— 1 a VENT INTERLOCK RAIL FIXED MEETING RAIL v L-7704 VENT TOP/BOTTOM RAIL L-7705 I � O L-7707 OO Earreu I FRAME SILL J MEETING RAIL c�� ¢+ �i .OGS O VENT RAn h A 062-� 2j62 2,283 1,375 VENT BOTTOM CORNER `fig .078 isON O % Aw- 1d6S FRAME & SASH CORNER ASSEMBLY DETAILS ¢ VENT JAMB RAIL SILL ANCHOR CLW• ••• • • • • • •• SILL RISER IItItIM1 L-7708 L-8830 • ••i i i i IAZI IG BEAD AD87TE �v �� a� vvvv Og • •• • • • 49146ING(BEAD •• �Dy,.••" ''•.�/�°vim 32 • • • • • 4,—vos • 18 20 •••LL b.?+� •• •ef • • • •• O O >: ('.0?4 1 NdcUl 2.000 o Fto Y L�so A50 _ • ••• • -7-•• ,050 b5D PRODUCTRb'VISED '�'� • • • 1 I • 1 ascoaWlY�s�vlll�Ihel>taide 4k�GJ • •� • j • • SulldlneCada Q ♦1 ----�� • :0 • •• : • ••. • � na«pt o D� D V. 1rt' vvvv 11 ....pP,`, • • 73--I —.773 I—� //N111111{t/1 6 .diewl ed0 Product Contro G1 ••• • • • • ••• • • ••• • • • • • • • • • • •• •• • 6 • •• •• 0 0 • • ••• • 0 CTIh�A� C NSULTANTS WIND CALCULATIONS .••••. . . 0000 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000 .. . 0000.. 0000.. . . . . .0000. 0000.. . . . .. . ... . .esooes. PROJECT: • • • IMPACT WINDOW / DOOR INSTALLATION AT: 90 N.E. 96TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY (P.E.#: , 2017 D BY: CARERE , P.E. STRUEN INEER 5 44 81 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STREEr, MIAMI, FIORidA 3 3 1 76 TEL (786) 242-1720 - FAx: (786) 242-4399 ' F Ig l' $TRII"TURAL ENGINEERING CONSULTANTS, ,tiC ORC� C' 9420 S.W 1 12TH STREET SMEE NC 0 MIAMI, FLORIDA 3 3 7 b DATE TEt'(786) 242.1720 • FAX 78b' 242.45°v ! s DESIGN CALCULATIONS 2 CovE; A 5CE :�•I o a oo Co K a V z vet►QV vEwc sees sees;. OD cPasvaE cow.C K�,� =VE► O. B� riR� : — _..o � PR�55• .d.... sees ;sees; C FROM .••••• sees 0.. sees. . . sees.. .. . sees. • RCDP s�of�c /)2, 51_� ►� *sees* 0000.0 • r 11 • 1'I V+ N O �++.7T 1 sees.. . .• . . ...... 1 • rr Ftoc}I`' HEtGwr :. �3 �o ..sees. \ , . . Y.' IND r VN .< DORS I -2oNC S 4 5 100 lin o,�4 � 0.99 Ger � i S I PsF AL PS F ASL I .0e ST iCTUAI C NSULTANTS April 06,2017 Miami Shores Village Building Department Miami-Dade County,Florida ease Job: Impact Window/Door Installation at: 690 90 N.E. 96th Street,Miami Shores,Florida 0:60 •, .•, • RE: Window/Door Units Design Wind Pressures ****Go , • .es* . a Dear Sirs: •••• ...,. We hereby attest to the best of our knowledge,belief, and professional judgment that accordffi f the abd0e•• ••••;• referenced building's.configuration,height,and category that the maximum design pressures fo terior openings are: '. • • . . eases• •••••a WINDOWS: DOORS: ..' ... , Positive Design Pressure.(Zone 4): 47.1 psf Positive Design Pressure(Zone 4): 45.0•pk Negative Design Pressure(Zone 4): 51.1 psf Negative Design Pressure(Zone 4): 49.0 psf Positive Design Pressure(Zone 5): 47.1 psf Positive Design Pressure(Zone 5): 45.0 psf Negative Design Pressure(Zone 5): 63.1 psf Negative Design Pressure(Zone,5): 58.9 psf NOTE. "Zone S"pressures are applicable to openings that are within S'-S"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: C * 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 appen t have any questions or concerns regarding this or any other matter,please do not hesitate to contact us. Sincere , STRU TURAL E EERING CONSULTANTS, INC. (E.B.#: 00778 1) 04/06/17 Carlos . Perez, P , Structural Engineer FL. P.E. • 5484 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STREET, MIAMI, FIORIdA 3 3 1 76 TEL (786) 242-1 720 - FAx: (786) 242-4399 LJ- py U F i JOB NAME : 0 RESIDENCE = 90 NE 96TH ST ! i MIAMI SHORES , FL Gee. . . .... ...... s • .s G .... • ..se ..Goss .- o Gosese s .s.ess e **Go . . . • . . .... . ..... ...... .G . ..... . . . .. .. .. . .....e :so:*: s . . . . Go .sees. ?lug 64mf�l . .,1•,e�,en . . ... . • . N9t'96p �•i (JCS vi ` ; .• N0. 548 • STATE OF . o F r tet, Alp REVISION: 77'-9" REAR NOT PART OF THIS PERMIT O GARAGE NOTPARTOF W (EGRESS) LAUNDRY IIi[S PERMIT U T/] BATH x FAMILY ROOM O RIGHT [� a OMASTER BEDROOM BEDROOM F z BEDROOM O KITCHENO F 0, (EGRESS) eaV+! U¢ x aa. o CL CL CL 1 LEFT wfC �� I MASTER BATH DINING BATH BEDROOM O CL G HATH ® © O NOT PART OF 'g'S) 0*be • • THIS PERMIT • •• • 0000•• CL 0 FRONT ••• i • •• • NOTE: 000.6• 0000 000900 ® MEAN ROOF HEIGHT:13'-6" •.•:•• • •••.6• BEDROOM ROOF TYPE: 4:12 ••6 6 • : . _. 0.6• • •090• GROUND FLOOR PLAN 90:00: 0••• . . . ...... A (EGRESS) `'� • 0 04 ••• •••••• • • •999•• yaaaa{aaaa9191 °r•, DATE: 64/07/17 • ; • • �l {�l/ e�0��, .....u``• SCALE: : M =1' (��/ e,, �� ^C •.• DWG.BY: M.RZ. Y `r o •\V CNs� ••�'`_ JOB#: 04-2017 oil � , NO. 548 1 Of 3 STAT ®�' • E OF �P��9 s• `ORI .• l'; . °0°"'moaa►aaa�d�0°° AO REVISION: NOTE 1:WIDOW FRAMESWULLION ANCHORAGE TO MAW STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE•REFER TO PRODUCTS CONTROLS NOTE 2:ONLY THE OPENINOS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLN.OA.DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OFTHIS PERMIT. NOTE 3:THE MAW WIND FORCE RESISTING SYSTEM OF THE STRUCTUREQ.E:BEAMR,COLUMNRFRANBNGZrC) SHALL BE DESIGNEDBY OTHERS TO WITHSTANDTHE]AADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORM EDTO VERIFY THEIR ADEQUACY NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A BILL HEIGHT NOT TO EXCEED 44'ABOVE THE FINISHED FLOOR E. 33'X3S'(XO) SERIES'HS-8700-HORIZONTAL SLIDING WINDOW-L.M.I. NOTE 3: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. N.OA:1441908.14 NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT ZONE 4:+47.1-31.1 MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH GLAZING:EXI LAMINATED IMPACT RESISTANT GLASS ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. XTERIOR LTTE:IB'ANN.GLASS .090 eAFLEX/KEEPSAFE BY SOLUT/A OR .090 BUTACITE PVB BY DUPONT INTERLAYER INTERIOR LITE:Iib'ANN.GLASS W U f ^W 0 Oq � � E VNOTPARTOF6(F.GRF.SS) ERMI7 W Fy RIGHT ELEVATION °z FH6C o THI9 PPERbffFF{��., a O � O B (EGRESS) (EGRE99) FRONT ELEVATION g'�'oH °X'HoRMDW-LI. SERIES•HS-8700'HORIZONTAL SLIDING WIDOW-L.MI. N.OA:14-0908.14 N.OA:14.0908.14 'A' 74'X60'(XO) ZONE 4:+47.1.31.1 ZONE 4:+47.1-61.1 SERIES'HS-8700'HORIZONTAL SLIDING WIDOW-L.M.I. GLAZINO:3/16'LAMINATED(PACT RESISTANT GLASS GLAZING:3116'LAMINATED(PACT RESISTANT GLASS ••• N.OA:14-0908.14 EXTERIOR LITE:1/8ANN.GLASS EXTERIOR LITE:1/8'ANN.GLASS 0 • ZONE 4:+47.1-51.1 .090 BUTACIFE PVB BY DUPONT INTERLAYER .090 SAFLEX/KEEPSAFE BY SOLUTLA OR • •••• 9009:* GLAZING:3/16'LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:IB'ANN.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER • EXTERIOR LITE:IB'ANN.GLASS INTERIOR LITE:IB'ANN.GLASS •••• • • 0 .090 SAFLEX/ICIBPSAFE SY SOLUTIA OR 'C' 26'X 76'(XO) :•• 0 .090 BUTACITE PVB BY DUPONT INTERLAYER SERIES'HS-9700-HORIZONTAL SLIDING WINDOW-LJ4.L. •••1 9• INTERIOR LITE:VB'ANN.GLASS N.OA.:14-0908.14 0-00 ZONE 4:+47.1.31.1 • GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS 9 • • EXTERIOR LITE:IB"ANN.GLASS •••••• •••••• .090 SAF'LEX/KEEPSAFE BY SOLUTIA OR • • • .090 BUTACITE PVB BY DUPONT INTERLAYER •••• •909• INTERIOR L17E:IB'ANN.GLASS •••••• ••••• • •9000• • • •••9• . 0-9 EIV �u G(Ll ��.�• •• : DATE: 04/07/17 54 SCALE: 3/16 =1 DWG.BY: M.R.Z. 1`Y �G JK+`P ��ll fdFP CC.« m • JOB#: 0¢2017 STATC -�( .�' Fl �, K 2 of 3 �file,1il01iI111I1��\�` REVISION: NOTE 1:WINDOW FRAMESMRILLION ANCHORAGE TO MAIN STRUCTURE SHALL 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.OA DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(IE:BEAMS,COLUMNS,FRAMINGXTC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 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. 'A' 74'X50'(t0) 'Al'74'X50•(XO) SERIES'HS-8700'HORIZONTAL SLIDING WINDOW-L.ML SERES'-M.0"HORIZONTAL SLIDING WINDOW-L.ML N.OA:14-M.14 "G' 37"X26"(XO) N.O.A.:144)908.14 ZONE 5:+47.1-63.1 SERIES'ILS-8700"HORIZONTAL SLIDING WINDOW-L.MI. ZONE 4:+47.1-51.1 GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS N.OA:14-0908.14 a GLAZING:5/16'LAMINATE)IMPACT RESISTANT GLASS EXTERIOR LITE:IB'ANN.GLASS ZONE 4:+47.1-51.1 LTy EXTERIOR LITE:1/8"ANN GLASS ,090 SAFLEC/KFEPSAF'E BY SOLUTIA OR GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS .090 SAFLEC/KEEPSAFE BY SOLUTIA OR W .090 BUTACITE PVB BY DUPONT INTERLAYER INT RIOR LITE PVB BY .GLASS INTERLAYI2R EXTERIOR LITE:1/8"ANN.GLASS r INTERIOR LITE:IX ANN.GLASS INTERIOR LITE:Il8'ANN GLASS .090 SAFLEX/KI?EPSAFE BY SOLUTIA OR V .090 BUTACITE PVB BY DUPONT INTERLAYER z INTERIOR LITE:I/8'ANN.GLASS W O T LEFT ELEVATION 5'->" (EGRESS) NOT PART OF ••• THIS PERMIT O00 0 *too 00 O • • • • REAR ELEVATION F1' 72'X80'LAPOR(DOUBLE DOOR) •••••• BELIES'LA PORTS•OITISWING GLAZED ALUMINUM FRENCH DOOR- •••••• • •• 'F' 72"X 80'(DOUBLE DOOR) LARGE MISSILE IMPACT. • • q • SERIES"LA PORTS'OUTSWING GLAZED ALUMINUM FRENCH DOOR- N.O.A.14-0908.07 669990 •••••• LARGE MISSILE ZONE 5:+45.0.58.9 f • N.OA 14-M.07 IMPACT. GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS ••••• • •••• ZONE 4:+45.0-49.0 EXTERIOR LITE:L5'ANNOLASS 000009 ••••• GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS .090 DUPONT PVB INTERLAYER. •••• • • • EXTERIOR LITE:1/8"ANN.GLASS INTERIOR LITE:I/8"ANN.GLASS •••••• • • f•••• NOTE:WATER INFILTRATION RESISTANT SILL IS REQUIRED FOR .090 DUPONT ;II RdNN.GA SS THIS INSTALLATION. • • f •••• ••f•i• INTERIOR LITE:IB'ANN.GLASS j - - •• •• i NOTE:WATER INFILTRATION RESISTANT SILL IS REQUIRED FOR • THIS INSTALLATION. •••i•• • • -M/ l ZYw 46 •r ®e��Q`;'' E� �^• DATE: 04/07/17 SCALE: 3/16"=V DWG.BY: M.R.Z. 4844 JOB#: 04-2017 0� �•e�p 1��lil S �' s . .• �- ®•.: ASTATF OF ,�•. 3 Gf 3