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WS-16-1369 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795.2204 Fax: (305)756.6972 Inspection Number: INSP-268816 Permit Number: WS-5-16-1369 Scheduled Inspection Date: October 14,2016 Permit Type: Windows/Shutters Inspector. Naranjo, Ismael Inspection Type: nt Owner: ECHEZARRETA,MODESTO Work Classification: Window/Door Replacement Job Address:165 NE 109 Street �f\,1,AA L Miami Shores,FL 33161-7041 Phone Number Parcel Number 1121360040500 Project: <NONE> Contractor. C HORNE CONSTRUCTION COMPANY INC Phone:(305)624-3635 Building Department Comments INSTALL 21 IMPACT WINDOWS Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid Q.) October 13,2016 For Inspections please call: (305)762-4949 Page 27 of 34 /f { � g W` .,s y Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 � Phone: (305)795-2204 Ex iration: 12/19/2016 0, x/2f1 p Project Address Parcel Number Applicant 165 NE 109 Street 1121360040500 Miami Shores, FL 33161-7041 Block: Lot: MODESTO ECHEZARRETA Owner Information Address Phone Cell MODESTO ECHEZARRETA 165 NE 109 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone $ 10,800.00 Valuation: C HORNE CONSTRUCTION COMPANI (305)624-3635 (305)336-1102 Total Sq Feet: 00 Type of Work:INSTALL 21 IMPACT WINDOWS Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-5-16-59842 DBPR Fee 06/22/2016 Check#:2663 $350.90 $0.00 DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: 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 AF AVIT: I certify that all tIA foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc' a zoning. F rmore,I a h ize the above-named contractor to do the work stated. June 22, 2016 uthorized Signa ure:Owner / pplican / Contractor / Agent Date Building Department Copy June 22,2016 1 r _ � �0 Miami Shores V age ill MAY 192ots� Building Department t_)Aa 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �0 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc 20ly BUILDING Master Permit No4yslb`-13�� 7PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ,w,/� CONTRACTOR DRAWINGS Ar� JOB ADDRESS: r /Vr z6_72 City: Miami Shores County Miami Dade zip: 19161-70 Folio/Parcel#: 4A 00 Y-- 4,.157,067 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFcEE: FFE: OWNER:Name(Fee impi Titleholder). Phone#: Address• l� --53,j 543 City: J State v2?�/� Zip: Tenant/Lessee Name: Phone#: Email: ''//� CONTRACTOR:Company Name: l..fT�/�Wwr e&SM4,e0-1j _Z� Phone#: Address:_2249,30 ^)a City: /11,+A Z 6AAV,&NX State: Zip:_. X?V-0jC Qualifier Name:r,&—A sCV A- Alee?- :Jr-.l• Phone#: .7Rl-1,36 J1cZ State Certification or Registration#: C,/TZe 2-ok- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:T.S?'" —/�i� W/i•/,�i7�_S � Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1 d CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rrll TOTAL FEE NOW DUE$ c::O( V (Rv,icPdm/?Armani Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature SSigna OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of � '20 J(0 ,by �day of M m%,( '20 14 .by Gc—he 2C!fre G!who is ersonally known C Sor IAorm Sr. ,who is rsonally known me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:_, Sign: Q�,S 1 ► c�CY a Print: �(l�J 1QQLCr( 44— Print: LQ -�iOL Seal: Seal: 41 . r �,A� MC111tIDI 'IRIS ECHAVARRIA �': MY COMMISSION M FR21Ih6§6 MY cossiola a"080M40" EXPIRES February 26,201 EXPIRES:F 28.2018 #####8###### 888################88##888# # 8888#88 APPROVED BY C Plans Examiner Zoning Structural Review Clerk reoa�mhai�mal Miami Shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305)756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: �• ®�2n1 i..rs�-,�,crcr; ��, ,,,,,,� ,,�e` G 0 BUSINESS ADDRESS: Of,—;Fv OUT 34-0A-vC CITY MIh Aj 4&"sSTATE F-, ZIP u5�, BUSINESS PHONE: 3(,°� %��� G 3� FAX NUMBER CELL PHONE(�y3) $G alto 1- QUALIFIER'S NAME: ����a�� ,�,�r•- �� �i t . QUALIFIER'S LIC NUMBER: C &e, - is t k TZ'u t" RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ' . CGC1518MB The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 HORNE, CEASOR JR 0830RNW 34TH AVENUEON COMPANY INC :4h � MIAMI GARDENS FL 33066 0 ISSUED: 09/01/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409010000711 Loral Bud ness Tax PeceiPt M iami-Dade County, State of Florida -THIS IS NOTA BILL-DO NOT PAY BT 7000649 BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES C HORNE CONSTRUCTION RENEWAL SEPTEMBER 30, 2016 COMPANY INC 7276124 Must be displayed at place of business 20830 NW 34 AVE pursuant to County Code MIAMI GARDENS,FL 33056 Chapter 8A-Art 9&10 SEC.TYPE OF BUSINESS OWNER - PAYM ENT RECEIVED C HORNE CONSTRUCTION 196 GENERAL BUILDING BY TAX COLLECTOR COMPANY INC CONTRACTOR 49.550 10/05/2015 WDrker(s) 1 CGC1518208 0237-16-OOM73 This LocalBudnessTaxI ptadycat"nmpWnxtcf#wLa i&WnessTmLTheReceiptisnotali . govenventel permit a'acerfi"cetion of the holders quelftations,to do budnm&Holder mM crraVmmffmuft lawsandregldrenterdswhichapplytotl>abudnew any TheRBMFrNQsb eenWbedisptayedataticommercial vehicles-Miard-13301003deSsoft-276. M For,,Kn inbnIstion,visit CERTIFICATE OF LIABILITY INSURANCE DA TE 5 PRODUCER ArmetteW6lis Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 18401 N W 27 Ave ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Mme,FL 33WO ATR THE COVERAGEBELOW. Phone CJ)625-2403 Fox (305)625-8472 INSURERS AFFORDING COVERAGE NAIC A INSURED C Home Construction Company Inc. NsLRER A Essex Irtsuranc a Company IN IL' 20830 NW 34 Ave SURER Carol City, FL 33056- wmfiugc ROARER D. B4SURER E: COVERAGES THE POLIOS OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED AVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 13E ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLIOS DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAU)CLAN& rA ADDTImago TYPE OF INSURANCE POLICY NUMBER DATE( EFWDWM PAUICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,080 ®�G��j°u- � DAMAGE TO RoWf-M7-- 3EA0213 0612412015 06!24/2016 S Ey 100.aw ❑❑ CLAIMS MADE ® OCCUR �EXP WN one P ) 5,0DO ❑ ❑ PERSONAL BAMINJURY 1,000,000 ❑ GENERALAGGREGATE zO0O'O()O GBI'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO 2,000,000 ® POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINEDSpLE LWr ❑ ANY AUTO aaoldent ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULE)AUTOS er ) ❑ HIRE)AUTOS BODILY INJURY ❑ NON OWNE)AUTOS (Persocklerm ❑ PROPERTY DAMAGE In (Parooddent) GARAGE LIABILITY AUTO ONLY-EAACCIDENT ❑ ❑ ANY AUTO OTHERTHAN EAACC ❑ AUTO ONLY: AGD EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAM MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ O EMPLOYERS'LIABILITY _ YIN ANY PROPRIETOR/PARTNER/EXECUTRIEE.L.EACH ACCIDENT OFFICER MEMBER EXCLUDED? (Mandatory In NH) EL DISEASE-EA EMPLOYEE PROVBIOlerNS E L DISEASE-POLICY LUT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE MIAMI SHORES VILLAGE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL BUILDING DEPARTMENT 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2nd AVENUE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES, FLORIDA 33138 AUTHORIZED REPRESENTATIVE s AC0RD 25(2009/01)OF ®1888-2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE I IlIBPORTANT STATE OF FLORIDA Ptsartard to Ch440.05(14N,F.S«an ofttaerofa ampmom DEPARTIKEaNT OF FINANCIAL SERVICES who Olects compo n ftn»chapter by fmg a cermcats of IDIVISION OF WORKERS'COMEXPENSATION I F eiackn tatdarth�sextan may not moverboleft or COKT17RUC ION INDUSTRY EXEMPTION 010 o uredwthts IC@tMUTE OPE aOM To88 mumps" RAFMA I L Pwmwd tD Cater 440.x(12),Fs,cermew of emom to I WCENCEWCOMOMMONLAW D bo ems._Gig Q*wMb Ura seoe otttro b crb ERMMYE VATR 4ffftM i SIMMM DATM - 40=17 Bftd an 61011DtmB of ab cBm to be 19pt, Petsc HORM CEASOR A SU 27oBe/64t IE exatr�t end 0f b9 eon �be 444 SUSINEW NAIIAH AND ADDRESS: R m t d,at arty ft"after the Of ftnoticeROM CONSTRUCTION COMPANY 1110I E ware Issaara a of the .the parson named an the I natte orcmwmft no tongw ffoets the mqwmnmft otht 24830 N.W.94TH AVENUE I secom farms of a Ceram lire depasuent ad revoke I t3ARt>Ei118 3 a at any*w fwfauum ofthe parsw mune l an f to mest the to of oft seen II SCOPES OF BUSINESS OR TRA LICENSED GENERAL 9NTRACTOR DFS-F24DWG252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-15 QUESTIONS?(850)413-1809 SgoRE Miami shores Village mail Building Department 10050 N.E.2nd Avenue LpRIDA 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 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Ownir �_•, �MMI,�i X9668 ' ARES Nown . 2016 State of Florida JTECounty of Miami-Dade IP;' E"X, r; �ri 39W0154 �icrsfe. The foregoing was acknowledge before me this n day of ' ,20 By who is personally known to me or has produced J I, ' G- y _ as identification. - Notary: SEAL: ROBERTO E ARRIETE -•; • MY COMMISSION#EES49M a I ' 2+ss C. Horne Construction Company, Inc. 20830 Northwest 34th Avenue Miami Gardens,Florida 33056 (305)624-3635 Office Chome.const@yahoo.com Ceasor Horne Jr.-President License#CGC1518208 Date: May 23,2016 State of Fl Or 106 County of M i s rn i - L)Ct , Before me this day personally appeared c'ea-sQr 40 Y 11 P_ ,.t r_ Who being duly sworn,deposes and says: That he or she will be the only person working on the project located at 165 NE 109 Street,Miami Shores,FL 33161-7041 Sworn to(or affirmed)and subscribed before me this 33 day of . 20i�p, By La-� VI a Personally know V Or Produced Identification Type of MY COMMISSION 9 FF20405a • . EXPIRES Fobnory 26.2019 14CT!99��'S3 FlprN�Jrp• ,00r• Print,Type or Stamp Name of Notary 1 FLL,ORIDA BUILDING CODE 2014-ASCE/SEi 7-10-WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet Py EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED Lai!` WIND PRESSURES IN PSF WIND PRESSURES IN PSF \ 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D JBuilding Roof Slope less than Roof Slope greater Building Roof Slope less than .Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4 d&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 54.9 1 67.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY. PALM BEACH AND OTHER ExAIAU COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative A&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 j 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE l GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER.THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3•DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CiTY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building<=3011 exposure B prevails in the upwind direction for a distance greater than 1500 R For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 it or 20 times the building height,wichever is greater.Based on the FB.C-HVHZ,use Exposure C when building is located in Exposure B CMOJ • EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C 4 aI plfy wtien exposure D and B do Trot apply. ti. :0004 •••%-EXPOSURE D4$gction 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 It tvman • • or 20 timesihe bulidiAWAght,*hIchever is greater •••••• • ••YABUILDING CONSICERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. • 8-ULTIMA'=)WIND6PEED-V=170 MPH,175 MPH •• • 9-TOPOGiihPM"ICTOR Kzt=1-(FLAT TERRAIN) •••••• 10•DIRECTI0VILITY ACTOR Kd=.85(Wind Directionality Factor) ••••• • ••"TRIBUTARY AREA:10 SQF ••i•• 12-EDGE SCRIP far the smaller of 105/6 of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the t"ntai dimensiow..3 it. •••••• • •••• •. • • . "•• Root III- E N G C O,Inc. • ••• • •• T •••••• • • Engineering SeMces-CA 8118 • 1791 Blount Road-unit 907 • •••• s 24 1Z Pompano Beach-Florida 33069 Z4 I <h> > Tel:(754)307-1319 Fax:(754)205-6846 i w[ i0' F-mall:Engco@AOL.com HEIGHT MAY-3 12016 a B4i ems© a<=BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 4/13/2016 • r FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 WIND LOAD TABLES - 170175 mph - Enclosed MAY 24 2016 Building with mean roof height less than orequal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 176 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative z4&z51 z4 z5 z4&z5 z4 1 z5 z4&z5 z4 z5 z4&z5 z4 1 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3 63.1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 54.6 59.4 73.4 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 r41-50 -40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 54.9 59.4 73.1 60.0 65.0 80.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 -60 56.6 61.3 75.5 61.967.1 82.9 LOCATION BR❑WARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BR❑WARD COUNTY, PALM BEACH AND ATION MIAMI-DADE COUNTY EXAMPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER C❑UNTIES EXAMPLE GENERAL NOTES: Roof Slope E N G C O, Inc. 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING MURRlCANE SHUTTERS WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116 CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 1Z t . 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANAhYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. zsl z<I I DAVI Orange Drive 201 �u\ DAME-FLO 33314 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY I z4 I OFFICIALS. Tel:(954)58 304 Q ZZs 91 MEAN hR00F �$�� E-mail:En co OL.com 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely sparred obstruction having the size of single family HEIGHT �l 9 dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building>30ft exposure B prevails in the upwind direction for a g�aa .9/ a �_ "O distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBG HVHZ,use Exposure C when building is located in Exposure B wr4*h rB� a "Or distance 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when ®�.® 60. exposure D and B do not apply. n r a sten realer than 5000 ft or 20 times the • ••• c+ 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the ur4n4djr@cV fpr je% • EN$ �® building height,whichever is greater • • • • • • A P 1 � 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected witiAw irap6tt ri}si*ntcpQeri}ig. a<=BW x 0.1 ora<=h x 0.4 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH •• ••• •• • • • •• BW less or equal than BL I UEIII 'o 9-TOPOGRAPHIC FACTOR ICzt=1-(FLAT TERRAIN) a mFust not be less than 0 10-DIRECTIONALITY FACTOR f(d=.85(Wind Directionality Factor) E52609 0 11-TRIBUTARY AREA:10 SQF ° - BW NOWT OUT k 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean sooti fight,bait nql leis tQan thV iter pfj/o of the least horizontal .® e7/ dimension or 3 ft. • • •• • • • • • • ®�{`� • •• • • • • • LL .•� .. ... ... P AN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12/12/2014 9 ` ,_ MAY 19 20% MIA a '?OURCES AIIANII--DADS COUNTY 8PRODUCT CONTROL,SECTION DEPA WAIIMY�TION AND ECONOMIC R (RER) 11805 SW 26 Street,Room 208 BOARD DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivw,iv.miamidi de.covleconom};' 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. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-1.1VI.I, APPROVAL DOCUMENT: 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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bd by&114 A)gnZ )Tt4urCat the job site at the request of the Building Oficial. This NOA revises NOA No*.12-0612t.0.6$dQ cohlists of this page I and evidence pages E-1, E-2 and E-3; as well as approval doerrmentvn;Aondd abolfe.•• The submitted documentation was reviewed by Jaime D.Gascon,P.E. . ••• •• ••• •• • ri �, . . • • • •• •; • • NOA No.14-Q94&14 •M� so: •Ma Expiration Date: April 11,2017 j �ti4`u Approval Date: November 13,.201+1 ••• ••. Pagel ' . •• • • . . . .. . . . . . . .. •: ••• •i• :• •% r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 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 2411 3.2.1,TAS 202-94 along with marked tip 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--103049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candida F.Font,P.E. (Submitted render previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3047, HETI-410-3053, HETI-10 3057, HETI 10 3130, HETI-10-3223 and RET-10-3225,dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted ruder previous NOA No. 11-0 705.10) 3. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-30#8, HETI--10--30491, dated 11/09/10, HETI-10-3050, HETI-10 3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-1 03226, dated 03/23/11,signed and sealed by Candida 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 yirt4ow. )JO'X cgngtgt>ration, prepared by Hurricane Engineering & Testing, Inc,, '*st Ree oft.No. IIh1 - Q 3251, dated 04/25/11, signed and sealed by Rafael (Submitted under previous NOA No. 11-0705.1 • ••0 •• ••• Jaime D.Gascon,P.E. • • • • • • • • ' Product Control Section Supervisor . . .. •• • • • • • • •• • • NOA No.14-0908,14 . .. . . :0 . 600 •• "• Expiration Date: April 11,2017 Approval Date: November 13,2014 ... *:o :E-1 . ••• . . . . . . . . . •• •• 009 .:. :• •: 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-08-2033, HETI-08-2034, HETI-08-2035t HETI-08-2036, HETI-08-2037, HE,T148 2038, HETI-08 2116A and IiETI-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 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 Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-022 7.05) 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. (Subnoitted 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. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for theif 4II10ohOutackep OB Interlayer."dated 04/11113,expiring on 12/1.1A6. Jaime D.Gascon,P.E. ••• • • ••' '�' •'• •'• Product Control Section Sup6rvisor ' NOA No.14-0908.14 •• 000 0 ••: •• Expiration Date: April 11,2017 Approval Date: November 13,2014 ... 6:0 •E-2 .••• • . . . . • . . . . • t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical 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 5'h 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. (Subrttitted 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. (Sttbtnitted tinder previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI IO- 3048, HETI-10-3049, HETI-10 30491, HETI-10-3050, HETI-10 3051, HETI- 10-3052% HETI-10-3053, HETI-10 3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, BET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering& Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Subtuitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Hroz-Seda,P.E. (Submitted under previotts NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI08 2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI48-21168, 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 previorts NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Strbtuitted ttutlerprevious NOA No. 02-0227.OS) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series `MS'-%7M Viar g*--fame) Aluminum Horizontal gliding Window - LIVLI.", approved on�3l�9I`is$rr$%3tpi�ug on 04/11/17.00 fee -� Jaime D.Gascon,P.E. • 0:0 •• ••• Product Control Section Supervisor • •• NOA No.14-0908.14 .. . . . . . . .. . . ••• ;• ••• ;' ..: •• Expiration Date: April 11,2017 Approval Date: November 13,2014 E--3 . . . . . . . . . . A l A A general Notes: 1.)THIS WINDOW SYSTEM 19 DESIGNED AND TENTED TO COMPLY WITH THE Q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CGDE INCLUDING HIGH $ \ VELOCITY RURIUCANE ZONE(NWZ)AND ASTM 1800-08,THIS PRODUCT IS IMPACT RESISTANT.(SHIPI'PEfRS NOT asqui D) n 8.)VOOD BUCKS SHALL BE INSTALLED AND ANCHORED LEL THAT THE BURRING "� ^ C i% '//• •,\\• NN, HIRSISTS 8OF 2014 0.&WMPOSED TO BE LOAD N ACCORBUILDDANCE 'WATT THE HSQUIREHENTS S.)ANCHORS BROWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON L� �J ALL WINDOW SIZES ARE NOT TO EXC®THESE MAXIMUM SPACINGS ON CENTER h (D.C.).AND AS TABULATED ON SHENTS 8.7,or S. m �~ 8 B Bi 4.)ANCHOR CONDITIONS NOT DEBCRD=IN THEM DRAWING'S An TO HE -__...-------------- ENGMEERED ON A SITE SPECIFIC BASIS,UNDER SEPARATS APPROVAL AND ilk 10.118 HEV7EWRD BY HUILDING OFFICIAL .X0 8.)WINDOWS ARE WAUETED FOR USE WITH SINGLE GLAZE U-VMTED GLASS TYPES NOIR; V 1!m. ET 9'O Sii1NH'A,B 2 OP 10 FOR INSTAUATION ANCHOR DETAUS AND NOES. TABULATED HEREIN(SEE SHKETS S8.7,or 8).AND FOR USE WKS[DOUBLE GLAZE Q 8)FOR VERTICAL CaO8-41WTHGN DEBARS•A,At,D,&WREM TO SHEEP 80 LAMINATED MOULATED CIA S9 TYPES TABULATED HEREIN(SEE SHEETO j3,7 or 8). "1 a3 FOR HORIZONTAL caGeR-BECYHON DRrAas 10.o.&E•SEFER TO BH6ET e4 e.)WINDOWS WITH GLASS TYPES•A,c,OR Hr INSTALLED ABOVE s30T. a a REFER TO SDRET a OF 10 PMR DESIGN LOAD CHARTS AND NOTES. IN THE THE LO,EXTERIOR LME SHAM BE TEMPERED. A At 7.)SER SHEEP 4 FOR LOCK DETAILS&OPTIONS. C Si S.)SIE SHEET R FOR GLASS TYPES. OJ SHEET EET 8 FOR DESIGN PRESSURES ON"No or WWINDOWS. o O 10.)SFE SHEET 7 FOR DEMON PRESSURED ON EQUAL-LME'XO%'WINDOWS, r e 11.)SEE BHRST 8 FOR DESIGN PREMIUM ON UN-L'WAL LITE-AW WINDOWS. `� x 12.)FOR OPTIONAL PROLES INTAUA71ON DSTALL S SFE SHEETS S.4,or S, m 1 IQ IIT.&OTC FALSE GOLONM,MUIMNS ARB OPTIONAL&AND AM APPLIED W/MLCONE $ '� E\\' D '// E I&)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS),PRIOR TO WINDOW INSTALLATION.(SEE EMT @B.4&0 FOR DETAILS &NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 8014 FBC CHAPTER , B 1 24 SECTION 11.8.S.S. 10.)APPROVAL APPLIES TO SINGLE UNITS OR BIDE BY SIDE MULLED UNITS, 18.)SEE snm/8 FON MUUItON/METAL ATrAcHmoT OETAM,NOTES&OPTIONS. 17.)MUUU NG HORIZONTAL SIMING WRDOVS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DAUE COUNTY APPROVED MULLION IN BETWEEN ARE ACCBPTUAR HOT NOTE& THE IOWER DEMON PRESSURE FROM THE WINDOWS 02 MULLION APPROVAL WILL APPLY TO THE 888e e a 'F I REFER TO SHEET 8 OF 10 FOR DIDTALLITOU ANCRIR DNAUS AND NOTES, ENTIRE MULLED SYSTEM. a3 POR V®t'D(AL CROSS-SECTION DETAILS'A.At.S,&RV REFER TO&BET AS 1S.)ALL IWAL./BTEM IN CONTACT WITH ALUMINUH QA OTHER DISSIMILAR MATERLIIS TO BE 8 FOR HORIZONTAL CBOSB-aECTDH MAUS bE'Ran TO SHEET 0 PAINTED OR PLATED AND SHALL MELT.& SECTION 9008.EA OF TUNE 2014 FLORIDA RLDO.CODE. 4)REM TO awar a UP 10 POR DESIGN LOAD CHARTS AND NOTLYI. � � �...._.... 8 8 xN (._- Un-Equal IAte (;fwr 4-1/z-L/4) 1 HEPAR TO MW 2 OF 10 FOR IRMADATION ANCHOR DETAILS AND NOES. ZF FOR VMM%L tUWS9-aBCIWN DETAILS'A.M.B.&SP ROM TO SHEET yO 3 POR HORIZONTAL CROS-SECTION DETAILS b,&E•REM TO SHEEP AS 4 REM To SHEET 7 OF 10 FOR OLSION LOAD CRAM ARO NOTES. Mceptoxallo ,S I - 700 IIIDR ZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS •• ••• • • • • • •• • • • • • i i i i • •• • • • • ••• •• •• ••• •• • • • •• • ••• •• ••• • • •• • • • • �• • •i i i • •• • • � i•••i i i i i•••i ••• • • • ••• • • TCBP UNIT SrAE:!ti'IT BS•.M &5 3/S•OVERALL PTWZ WIDTH YB6t rOO4>RZa:74's Sr 74•(NENM.L FRAME VSDTN INSTALLATION FASYPOU9 84 3IS'INTER=)'NAME WIDTH UWAIAATM PAS• (A)10 AT FROM HEAD jyq� W 6 AT PMm 1NdD 7a• FRAME V� (I4 AT FROM HRAs IF DP ASOPE?DA) Sx�yi' RIP, (8 d4 PRAM HPAD tP DP AO67E 46.0 AT O '�• yy1 (D)8 AT EL FRAIrB tALL $` (E)10 AT E.L iTTAtffi bTW. A Al p y (6 n RRILB DRI.re DP ASOPa 7OA) Uo.,NTERM '- L(id lT POANC Afl.(P OP dROPE 7BOj f (0)6aT E4 PRANK UV8AT P.A.FRANC AULD •• OurS •DCE OWT)8A1.Will t3 0 t4. •S6C OCNARAF.NOTE eR k 04. .�� ._....._..____....-..........._. —T�1 }g� � q i+f•ovmWsl I�• w C$$� w q V•0G i_... . 13 V BG re ai4 nY // V•OG � // Y y aaH 1/•Dl. � $ LL - - /�%', Wv•OG !�/' a. ,�{�(aaa. as 13v•1)c. 004 F. 13181 B B1 �L a1..•6a �s7 d ANWi�MDTE9 ..)- x 4 SANE AEd6 AT NIfAP L SBL ANCHOR NOTES,I L LO2 ANCHOR$MMM AT WAD L$0.L N!( d 8 TVD ANFOROIDtIN1aDN�(()If(EgqW ITH E A B q p�D O SDO B°A�L•C$T7OPSF'/-7w•aF f�TMTpTAL) V FOR Ni1T3 Vl VA AI. Np�p "XOX"YRNDOW EOUaL Li9'B �•AaavE./-7N•sP a TE cYlL'�VERttc/d.CRti86-arcHH�mr TA:rNts•A, a A m•Ar sear ea , � Tm UNIT sm UI-IT 89' P.SEE)ROIIWTAL ERRE-SfOIRm 11ETApa T,D,i E•Ar 9REr im NOIG41 '0 L SEE V1811fAt CRO ,SELTWM OETABa•a,AI a.4 W AT SmArt As aNSTAl"TION PAYMNBRB# HI'OVERALL FRAME VIDTH B SEE 1WmZwAL cmlBe-aEcriaw WrAB3•C.)I.A E•AT 8=1 44 (A) ARIES-6700 HORIZONTAL SIN 10 AT MW HEAD INTERIOR FRAME Will (D)(1O AT HRFIwo RANR on DIP ADM70.0A G �NDOiN (14 AT FRANC SNA.w DP ACDTE 70.0) A Al ./- Vr I 0, a (C)6 AT CA PRANE LANG p bus OU p ysEE cENEHAi NDTE ea e ed• --- FLANGE FRAME F.I,FVA�IONS — L.M T. 9 Ali Bi ANc"NOTE _ b 13v•D.e D � a, 06 4 a77oyylpCp ANCIIW&"AT)SAO 6 SRL E�(Ty • 2 ABOVET IaiLaIIOOU. Alam" R '14MI D �I�D�. •� NO ��,�� �i i ABOVE rml '14MIAL) WIN- L4 Ton "KOX"{41NDOX' — UN—EOUAI.LITE ta7D•aNV"D°,'° 7,p " •F.,' I.==amBs- nLTAas•p a altar.n•Ar awEET q :t' ,d... C SEE RL fAOBa-EECTIDN 8TAO8'C,b.6 E•AT EI62T q diol�te})h�6�1CbW.W""> � or r 1/4'TAPCDN V/1 1/4' STUCCO OVER METAL LATH NAILED TO 414 SMS.V/t I/4' MIN.EMBEDMENT INTO aDIC. EXTENUOR GRADE PLYWOOD SHEAT}I1t0i MDL EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 42 1.ALL WOOD BUCKS EtMi1NEERED SEPARATELY a fO12 MAIL FASTENER�'ACD(G) 6 TO REVIEWED BY 81.1X.[R'FICIAL lTYPJ TO BE SPF.CD'IED 8Y ARCI(ITECT OR G.C. (SEE ELEVATION AT SHEET DE oou111 (EXTEROIR FINISH BY OTtERs) FIX(GAIL FASTENER SPACING) 1 1/N1'a K B.WOOD BUCK AND FRAMING(NOT BY LAWSON NOT i S1lN DUSTRtES.INC. EDC£DISTANCE INDUSTRIES)MUST SUSTAIN LOADS O(POSED .. BY OE GLAZING SYSTEM :�, �. > co 1 114'MIPL ..a '•L .�: ~� �^ m t33 � d• AEHBEIDD.Na., d T` •f�;� N ..� A•3;•�,t+r;�V.:•r f.DCR: ANCE 'xyr ••i —yg+- EXTERN GRADE--/ 12 W4KW ,�"•1. ax t VE('D.} ►i C7 PERD(ETER CAIAKDRi cimJ ',yu a /G /'^� 151 �.4(�, ..r::,>:`r.•.� o A 1 „ EXT,CAM PFJMTER I `UAC CAUL%m NOT BY S10N/4'SPALC TO BE APFLM BY UTHM (Tm-) �1 CLEAR SILICONE ADHESIVE mcmOR BEDDING CUtO'IDlNA INTERIOR �i EVERIOR INTERIOR LAMINATED GLASS ALTERNATE DETAIL x• 3 33 14 WOOD FR_AMR MMA.UMN DETAtt, 8 7 �INDOlY..IPISTRL3A6RISIN NORE3; � ��$ rj 26 L THE GRADE�CAI"TIRUXHOU T THE EN PERIMETER OF FLANGE � S[lL RMR-UP7'IIMAl. BY WINDOW INSTALLER(TmJ APPLIED VI TN SrilCDHE 2•THE EXPDSC0 EXE PERD(EIER OF THE WINDOW FRAME TO $ S£E ffi'CHARTS ON BE SEALED V/AN APPROVED EXTERN GRADE CAULK 2 SIEETS 44.4s,5 46. BY OTHERS(TYP.) a a �° 1 wum TTS OAP BEYDF4<R THE DB(DW PAW AND THE MXX OR < 28 8 10 3 13 NA80NRY W I=THAN 1/8',emus ARB NOT REQUIRED. 9 13 R8 mom*AN&FiS� EXTERDDT ORAIE �:::?;:" ':....... ': EXT.ORAE 1/4 T aANCHORS TO BE®IA2P�VED CONC.FASTENERS INTODC MC.. PFRtMETER CAIA.KING CA1A.X WITH A MIMIHUM OF 1 1/4'PENETRATION INTO WOOD OR °aq, - i ^ CONE(REFER TO LOAD TABLES FOR QUANTITIES REWIRED) i,• 1/4f NAX •< d S I91• W ti rl ;,fi.n,�_};.b••',ra.Sd,i �Ma d_ .a•o.:a d '.. :(,i •.a3:SD 4:1 1 TV.) . d a'[da. •I a1/4 MD - MIN. d.4 4 a w �yy®IAtmsNmNa Uh';.a'J a•. ',�_< 'd' /8'HIM. � 1d4o. � O(S 14! EE '•; DIST RPY NAL SILL.INS2AUATM ,, or OX' "•ti p •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• • • •• or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1,ALL W®BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS &TO BE REVIEWED BY BLDG.OFFICIAL(TYP.) BY OTHERS(TYPJ 2.WOOD BUCK AND FRAMING(NOT BY LAVSDN q 4 a IwTERSWSH 9Y�T11TRifSAZMO S STEHM LOADS IMPOSED g E c y CnY O GSL. m � " +`:`<ti,?•Nr �:-ry,,y;;L, 21 21 LAMINATED GLASS ,�� —.PT.WOOD BLICXS v4•M4x. SILICONE ADHESIVE v4•MAX. '•':� °' ,•Y^ai 014 SM4&W/1 1/4•--•-...-.._ ,a1W SriACE BEDDING COMFURIDNORM�' T` d MIN EMBEDMENT INTO WOOD. a (SEE ELEVATION AT SHEET M 1 7 17 INTERIOR FDR MAX.FASTERM SPACING) ex 51 9 y. 1/4'TAPCDN W/1 I/4• Q SX 1 4'MAL HM EMBEDMENT INTO CONC. E�'1 < T _ (SEE MAXELEAN AT SHEET 42 GG 14 12 � .FOR AYL FASTENER SPACING) •a•: jj HIM.T- EDGE 4 ' DISTANCE 9 a^H (�a�! d 4} jj��4(4e (SS> 17 8 11 DFE o Q FTANCE C? EXTERIOR WALL FINISH •s...•;:i _-__ : '' � Or,DIS BY OTHERS(TYPJ ......�.,ar:.•; '�r _-.............. 14 4 EXTERIOR 1819 11 'i'x. d: n t EXT.47x 'a. J STUCCO OM HETAL LATH KAIL 0 1 •.<��-*wtf EXTERM ONARE PLYWOOD MCAl1&Xi OXT.URATE PERMTER :.1sY�l TO B4:�ECPICB B1'ARomcT OR GG CAULKING NOT BY (\(JI (EXTERIOR FtNm BY 0111,13Wreq AWSONI'PL6.BT8'[OfitE1tS MR SY LAWSON tHOUSTRIES.MM a B 73' MAX. -- WINDOW FRAME K"WIDTH _.__.__...._........._-___._._. 74' MAX. --- - WINDOW FRAME FLANGE WIDTH -XO- WINDOW EQUAL. I ITE ( -OX' REVERSED ) A 0 31 WINDOjI_ 8 $ L THE VlNDOV FRAME"NNE TO 1E SACK-MIEB V/AN EXT. GRADE CAULK THRI3Uti1OUT THE ENTIRE PERIMETER OF FLANGE j x BY WINDOW INSTALLER(TYR) , L THE EIOY)SEB OUT.KAI METER a,ITE onNuou,FRANC TO RE SEALED V/AN APPROM EXTERIOR GRADE CAULK 21 By OTHERS(TYPJ •WHEN THE GAP 841 m THE Timm-AND To BUQ(OD THAN 11>Y*ISNTNMrTeeee 1 5 MASONRY IS)EBS t/Tr.SNDIS ARE NOT MQUIRM). ANCHORS NOTE: ANCHORS TO BE 11 SMS OR WA SCREVS INTO WOOD.OR T LOCK (LATCH AND SWEEP) OPTIONS v4•TarKDrn m aPP�IVEn cL>Nc FASTENERS INTO EtB+c. 9 ° *+ WITH A NMI"OF 1 1/4'PEWM71LIN INTO WOOD OR 1.BMT!EXTRUDED ALUMINUM AND PLASTIC LIST HANDLE C11C(REFER TO LOAD TABLES FOR QUANTITIES REQUIRE])) MODUCtra lim LOW ARE QUALIFIED FOR uBE ON ALL WINDOTNB. maargl a�rAet7m10e �8 , 2.BM DIE CAST AND NYLON CAM LOCHS ARE QUALIFIED FOR USE ON ALL WINDOWS. �• ", � 9 S.TDO(B)LOCKS ARE REWIRED PER EACH ITEtiP. 1116 �...,�" �� `P'�+f(,�>b•t:�``' ,� 116'1, CAMmI •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD A S XOfXO OWS +/-pressures y O S WINDOW Jamb H&S Otass "A" Glass "B" 2 lass 2 lass 'D" 2 Glass e' •3 es o D Anchors Anchom + f + + + e( + sf + - t m $ 24 3 3 85.0 85.0 860 85. 7Q0 70.0 70.0 7D.0 80.0 �1 36 24 3 4 65.0 86.0 66.0 6610 70.0 70.0 70.0 70,0 80.0 80.0 80.0 80.0 48 24 3 6 65,0 66.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 solo 80.0 $ +a g� 0 0 60 24 3 6 8510 65.0 66.0 65.0 7Q0 70.0 70.0 70.0 SRO 80.0 50.0 80.0 d 72 24 3 8 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 SRO 80.0 80.0 8Q0 1 24 36 3 4 65,0 85.0 66.0 85.0 70.0 7Q0 7Q0 70.0 80.0 SRp 80.0 80.0 w 38 36 3 4 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 840 80.0 80.0 80.0 y g e 48 36 3 6 650 65,0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 1 80.0 8Q0 60 1 36 3 6 65.0 65.0 85.0 66.0 7010 700 70.0 70.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 740 7Q0 70.0 76.0 80.0 80.0 80.0 80.0 24 1 48 4 4 65.0 65.0 65.0 66.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 8Q0 oae 38 48 4 4 65.0 65.0 65.0 65.0 70.0 7010 70.0 7.0 80.0 80.0 80.0 80.0 48 48 66.0 65.0 860 85.0 70L0 70.0 70.0 70.0 Sao 80.0 80.0 80.0 60 48 4 6 65.0 65.0 650 65.0 70.0 70. 0 70.0 Sao 60.0 80.0 80.0 72 48 4 a 65.0 65.0 65.0 1 65.0 70.0 1 70.0 70.0 1 70.0 80.0 80.0 8Q0 8Q0 60 5 4 66.0 65.0 65. 80.0 0 36 60 5 4 65.0 65.0 65.0 65.6 70.0 70.0 70.0 70.0 80.0 Sao 8010 80.0 48 60 6 6 85.D 64.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 g 60 80 .0 85.0 850 65.0 7Q0 70.0 76.0 70.0 80.0 80.0 Sao 80.0 I 72 60 6 8 0 .0 700 265 � 3 4 65.0 85.0 Bb.O 860 7Q0 701 70.0 70.0 80.0 80.0 solo 80.0 37 26 4 65.0 65.0 85.0 86.0 70.0 70.0 70.0 70-0 8Q0 80.0 80.0 S0.0 63.125 26 3 6 65.0 65.0 65.0 .0 70.0 740 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 64.0 85.0 65.0 65.0 70.0 70.0 740 70.0 S0.0 80.0 80.0 80.0 0 65. 37 38.376 4 4 66.0 64.0 680 65.0 7 .0 740 80.0 S0.0 SRO 80.0 53.126 38.375 4 6 .0 65.0 66.0 S5. 70.0 70.0 70.0 70.0 8Q0 80.0 SQO 80.0 74 38.375 4 8 .0 8610 65.0 860 7Q0 70.0 7Q0 740 80.0 80.0 SRO 80.0 y 26.6 60.625. 6 4 .0 86.0 66.0 �. 70.0 70.0 7Q0 7Q0 80.0 80. SRO 80.0 $ 37 50.625 6 4 .0 65.0 8b0 85.0 76.0 T 0 740 60.0 80.0 8010 80.0 63.15 50.626 85. 85.0 660 65.0 70.0 70.0 70.0 80.0 SRO 80.0 80.0 B 74 bD.�b b 8 85.0 65. 660 65 70.0 0 700 .0 .0 26. 68 5 4 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 8Q0 no SRO 80.0 37 68 5 4 65.0 66.0 650 65.0 70.0 70.0 70.0 70.0 S0.0 SRp SRO SD.0 125 58 6 8 65.0 66.0 65.0 66 7Q0 70.0 70.0 70.0 80.0 80.0 8010 0 $ # 74 50 6 65.0 65.0 55.0 65.0 70.0 7010 70,0 70.0 80.0 80.0 80.0 1-00 63 4m 70.0 80.0 37 83 6 4 66.0 66.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 BRO `' t .3 53.125 83 8 6 .0 .0 65.0 0 7Q0 70.0 7Rp 7010 80.0 80.0 80.0 80.0 y.,,......,,y.,/ , p�,,7�4�,. �63 6 8 6510 65.0 65.0 85.0 �A 7nn ` to _i-�. I.)SLR saw 0 FOR GLAEINO TYPES,DEYAuS&mucoRB OPTIONS. E.)STANOAED SIVA.USED ON wwww3 vft+70.0 DP AND BELOW aatwmcallo. LG RISER-OPT ~ (MOSS WM OLABB TYPES A.B.C.&D') RRLIL 2APPLIED VITH SA.RNNE 0.)BDL SITE RISSR ADAPTER ARE FOR WBIDOWS ABOVE+70.0 DP l \\♦ \ '.. FDR W'A&IVE 7010 P5F (WINDOWS WITH GLASS TYPES*&&P7 AND+60.0 DP HAY, 8'�of9 II 08U DP MY) .r ADDTNONAL ANOHORS REQUIRED AT MUM BRAD&SOL ON ♦ MUM WmP DP ABOVE 70.0.(SEE ELEVATION AT SHM 0 OF 10) 4= =D ♦ ••'• 4.)WDQDOWB WPT}I OLAffi TTPEB`A,C.OR O°iNBTALED ABOVE IN VHE THE H ,TNR L0.EXTBafBE LPRE SIA&BE TRYPERED. AY 80 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• • • •• • • • Or 0:4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD A ffY(PSFj-KOK WINDOWS With Un• u ll 1/4.98.1/4 FRAM 89B I +J•Preasuras yy Ir a #Jamb 9 H&6 (class T "8" "2 (3tasa T "C" '2 Qlesa T a 2 lase T a"E" •3 81aea T e"F" •3 lase "6 °2 WIDTH lHEIGHT Anehora Anchors + of + f t + at f + at et + of of + at f $ 60 24 3 7 80.0 50.0 84.0 80.0 68.0 76.0 85.0 78.0 52.0 52.0 86.0 75.0 H 72 24 3 7 80.0 80.0 80.0 80.0 88,0 75.0 65.0 75.0 82.0 52.0 65.0 75.D t; t = 84 24 3 8 80.0 80.0 80.0 80,0 65.0 5.0 65.0 75.0 62.0 52.0 65.0 76.0 a $ h 96 24 3 10 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 3 5. 00 36 3 7 80.0 80.0 80.0 804 85.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 t $ cW7 72 36 3 7 80.0 80.0 80.0 50.0 66.0 76.0 65.0 76.0 52.0 62.0 65.0 75.0 QQ 84 36 3 8 70.0 76.0 70.0 75.0 66.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ib $ 96 36 3 10 70,0 70.0 ?0.0 75.0 65.0 1 76.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 52.0 62.0 68.0 75.0 65.0 75.0 52.0 52.0 66.0 76.0 00 48 4 7 70.0 75.0 70.05. 68. 76.0 66.0 76.0 62.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75. 85.0 76.0 66.0 76.0 52.0 62.0 85.0 76.0 84 48 4 5 62.0 62.0 65.0 75.0 65.0 75.0 82.0 62.0 65.0 75.0 ggCC 96 40 4 10 52.0 62.0 65.0 76.0 05.0 75.0 52.0 52.0 55.0 75.0 # 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 . �I �y 72 60 8 7 62.0 62.0 66.0 76.0 66.0 75.0 62.0 62.0 65.D 75.0 84 00 5 8 62.0 52.0 65.0 75.0 66.075.0 62.0 52.0 1 65.0 76.0 v 1 x 95 60 5 10 52.0 52.0 65.0 78.0 65.0 75.0 62.0 62.0 65.0 75.0 108 60 5 11 52,0 52.0 05.0 75.0 65.0 7 .0 62.0 52.0 66.0 75.0 ' 74 26 3 7 80.0 80.0 80.0 80.0 66,0 75.0 65.0 75.0 62.0 52.0 65.0 76.0 74 38.375 3 7 0.0 80.0 80.0 80.0 65.0 75.0 06.0 76.0 62.0 52.0 65.0 75.0 g 74 60.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 66.0 76,0 S .0 62.0 65.0 75.0 y $C 74 58 5 7 52.0 52.0 65.0 75.0 1 65.0 75.0 62.0 52.0 65.0 75.0 6 11 74 63 5 7 52.0 62.0 66,0 75.0 1 65.0 76.0 52.0 52.0 66.0 76.0 79.5 20 3 8 52.0 62.0 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. 65.0 75.0 79.6 50.625 4 9 62.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 79.5 B 2.0 52.0 .0 76.0 86.0 76.0 52.0 62.0 65.0 75.0 $$ 79.6 63 5 9 52.0 82.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 gLL 108.25 28 3 1 .0 S 1 6 38.375 4 11 820 62.0 Ob.O 75.0 65.0 75.0 62.0 52.0 85.0 78.0 106,25 50.825 4 11 62. 62.0 8S. 76,0 85.0 75.0 62.0 62.0 65.0 76.0 106.25 65 5 11 52.0 52.0 65.0 76.0 65.0 75.0 62.0 52.0 65.0 75.0 108.25 63 6 11 52.0 62. 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 2 11 1 26 3 11 0 76.0 .0 0 a 9 111 38 375 4 11 .0 .0 75 0 66.0 75.0 52,0 52.0 65.0 75.0It 111 50.625 4 11 52. 52.0 05.0 75.0 85.0 75.0 62.0 52.0 65.0 75.0 111 68 6 11 82.0 62.0 .0 75.0 66.0 76.0 52.0 62.0 65.0 T5.0 i //^yyam� °{�y5.• .' UuffdiRXCbAo 0a.1+ Notes �®}�®}: tJ 8EE 9ID�T 9 FOR 04\21Ra TYPES.DST=k SILICONE OP710Ra. r�jim0� __11 a.)STANDARD SUL USED ON WOIDOWB WITH+70.0 DP AM REAW .` (j' (WINDOWS WITH GLAD TYPES•A,B.C.&D°) i//, i/,/ i/,/, S LL RISER-OPTIONAL �p � O.)SUL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE+70.0 DP •��• •%�• VITH (WINDOWS WITH GLASS TYPES'E.&F-)AND+BOA DP MAX //� I 1 APPLIED onv .7co1HE rN '// '// '%/ i I FDR SP AEUVE+T0.0 PSFADDITI 4.)WItJb�OW8WO8 1911 c ADM TYPES 70 k.(SM 0.AL ANCHORS REQUIRED AT FRMjTIMM AT AVB OF f 0) +�'HEAD&SHI ONI��2 't C-OU OP MAX) IN THE ME,THE LO.EXTERIOR UTS SNAIL BE TEHP89IS9. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• ••• ••• • • 00* • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • _._._.....,..._............._... DESIGN LOAD CAPACITY(PS -XOX WINDOWS WHIT E nal Ute(113- +/. 113-+/. c = E812E #Jamb #H&8 Gtasa pe"B" 2 Giass Type,"C" 2 GlassType"D" "2 GiasaT "E" 3 GlassT a"P" 3 GlassT a"G" "2 $ pTH HEIGHT Anchors Anchors +pat -pat + ef M + + of +pat pef +pef pet 3 y 80 24 3 7 80.0 80.0 80.0 80.0 86.0 76.0 65.0 75.0 52.0 52.0 05.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 05.0 75.0 65.0 75.0 52.0 52.0 85.0 76.0 a b 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 60 36 3 7 70.0 76.0 70.0 75.0 65.0 76.0 65.0 76.0 52.0 62.0 65.0 75.0 c 72 36 3 1 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.4 75.0 84 36 3 9 52.0 52,0 65,0 75.0 66.0 75.0 52.0 62.0 65.0 75.0 s a 60 1 48 4 7 52.0 52.0 65,0 76.0 86.0 7&0 52.0 52.0 65.0 75.0 co 72 48 4 9 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 62.0 52.0 86.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 80 80 5 7 62,0 52.0 65.0 75.0 86.0 76.0 52.0 62.0 65.0 75.0 72 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 76.0 84 00 5 9 52.0 62.0 65.0 75,0 65.0 75.0 1 52.0 52.0 65.0 76.0 o q 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 76.0 53.125 1 38.375 4 8 80.0 80.0 80.0 80.0 65.0 75.4 65.0 75.0 52.0 52.0 65.0 75.0 a °D 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 76.0 65.0 76.0 52.0 52.0 65.0 75.0 0 61125 68 6 0 52.0 52.0 65.0 75.0 66.0 76.0 52.0 62.0 85.0 76.0 e 53.125 63 5 8 - - 52.0 62.0 85,0 75.0 65.0 75.0 52.0 52.0 65,0 75.0 74 28 3 9 80.0 80.0 80.0 84.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 74 38.375 4 9 52.0 62.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 76,0 74 50.825 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 7$.0 74 58 5 9 52.0 52.0 65.0 75.0 66.0 76.0 62.0 62.0 65.0 75.0 74 63 6 9 62.0 . 52.0 65.0 76.0 65.0 75.0 $2.0 62.0 65.0 75.0 i 79.6 26 3 9 80.0 80.0 80.0 80.0 65.0 76.0 66.0 76.0 62.0 52.0 65.0 75.0 kffi 79,5 38.375 4 9 70.0 76.0 52.0 62.0 65.0 75.0 65,0 75.0 52.0 52.0 65.4 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 79.5 58 5 9 52A 52.0 85.0 75.0 65.4 75 0 62.0 62.0 85.0 7B4O 79.5 83 6 9 52.0 62.0 65.0 75.0 68.0 75.0 52.0 52,0 65,0 75.0 84 28 3 9 70.0 75.0 70.0 75.0 65.0 75.0 6.5.0 75.0 62.0 1 62.0 65.0 76.0 1 t m m 84 38.375 4 9 70.0 75.0 62.0 52.0 65.0 75.0 65.0 75.0 84 60.626 4 9 62.0 62.0 66.0 76.0 65.0 75.0 52.0 62,0 66.0 75.0 b y 84 58 5 9 52.0 62.0 66.0 75.085.0 75. 52.0 62.0 85.0 75.0 d 84 63 5 9 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 1 75.0 PRo11HCTRSYIBOU .Notes .L-� 1.}SES 9NP.EP 8 FOR QIAm TYPBS.DETAns&smmm@ OPYIONs. B.)STANDABO SHL um ON MOONS WPPH+TOA DP AND BELOW (MOONS NUN GLASS Trees•A•B.O.•D7 \\\ �\� %%� N=� � �SIl.4 RISER-OPTIONAL. S,}SHL WYE RWR ADAPTER ARE FOR MDOWS ABOVE+70.0 DP `\\ \\ � '' 1 APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES•B,&F")AND+BOA IIP MAX \\. \� !� 1 I FOR IF ABOVE+70.0 PSF ADDTNONAL ANCHORS REQUIRED AT FRAME HEAD&SU ON �2 j (+Im.O•'MAIU „- WINDOWS Wmi DP ABOVE 70.0.(RBE EI.AWATION AT SHET B OF 10) "� �' ! e',:...•. •,. t\_ 8.)MOONS WITH QLASS TYPES`A,C.OR Q-OWALLID)ABOVE SOFT. IN THE NVHE,TIM 1.0.BETERIOR LTTE SHALL BE TEMPERED, xnx-seuat Wte •• ••• • • • • • •• •• ••• •• • • • •• • Or •• ••• • • • •• • • •• ••• • • •• •• • • •w• i• •• ,D s 9 (PPrswme,RnL4noNs i 12 x 3f4-sss 2 LIP§�$a0 NSfI'ID }Y�t�iN�SY B31 rOFfA gEE�R�L{1pN @pY,� LS FLAT wm,F19LLW& .�.... WdDON T@R.51=C kq Wim%. (Ut MN B PART/ .... RSUAMM 4 rNxl ZrvAr.rAsrT�tP.MSro AM0 __..._.._ ULDN.ao7a'lm,.Dwo .__ rr rAm.Es FIX ww+Tlln 1 L-7703-9701 i FRAI(E SILL 6063-Te auisuiwr+FRAME HEAD _T6 ......_._....�. Witt RE LOVER PRESSES OF 3 L-7701 1 FRAME FXa JAMB 6063-T6 AL MI •' _._............... THE ti> OR w@L WWI omni RIO .__..___._..TG t 'R 4 L-7704 I FRAME FIXED MEETMG RAtI 6043-TB A4401 yj 3 NO1 WA@B A901�@T6ar p%YAa yfRRA7g --" 8 L-7709 1 VENT)EEYWa RAt4 6@63-T6 AUDI _.._................._. __.._..............- g "Mom 7 VB•AffiY%p OtN4 6 L-7707 l VENT TOP/SDTTDN RAD. 6063-76 ALUM (yn 7 L-9703 I FRMS VENT JAMB 6063-T6 ALUMINUM z •� R 0.o e nacr xAarm @Aca6xi �•�rw• a iY9'AVRML'a fdAET nro i L-7706 1 VENT JAMB LATCH RAIL 6063-T8 ALID4IQW 9 L-f1782 1 FRAME SILL TRACK 6063-T3 ALt aim Mt. _o1.1s@N�lm __10.......L-9783........ 1 FRAME$IL RETAINING CLIP 6063-15 AIJP@DSIAa fGis 11 L-77M AS REP& GLAZING BEAD(3/8') 6063-T5 ALLNI IMam•ru ..._p'•fir' —................. 12 FS-= AS REO.O. FRAME ASSEMBLY SCREWS 0B x 314•PA PHILLMSre HTAA98 evr EKIERIR GRADE— y ra" I3 FS-O40 AS REQ& IISTALLATMN SCTEVSit4 SMS FJNJPNIL p .� PERIMETER CMXXWG _ EXTEMON 14 L-75M AS REP& VINYL&AB 114•DTA BULD 03033 flW mAee raDam•'Ito% nvA¢ 70— ® FRA R I15 PVS-= AS REP& FIN SEN.VEATMFRSTRIP 407'■x.23P h I6 PVS-@B8 AS REP& FTN SEAL WEATHERSTRIP 407•w x.330•h .......-............_. 9 IK'Nrnr-ula°sNruO:u Qwu ,aw•. 17 PV,,-009 AS REPD. FIN SEAL WEAT#Rnr IP 497•a x.3W h ......._. is L-7711 AS REWD. GlAZ1N6,HEAR(ISIR.ATEID 6063-15 ALL041MUM C .. 19 PVS-= AS REP& PILE D GLAZING BEAD .107•R x J90•h 'mm- RONi BO L-8786 AS REP& SILL RISER ADAPTER 6063-T9 ALl4-T6 TI@IAL p 1 w AM4GYE@ CLAW 8 40)a'RAar2 RNTIAAY4R �„, . THE VOWOV ON 21 L-7339 H VENT EXT D SPRDIO LAM 6@63-TS ALUMINUM iS a V4'ApIC4ta@ NA.A44 a4ro I/4.MAX I i2 88.5.%1 I/4'L 22 HE-097-1 D VENT MULBED SPRIG LA MIJED NYLON SHIM (arE FaOaVO%N S1ffitT is 23 L-7993 l x LATIN LATCH SPRtN6 STAWLESS STEEL i IB INTERIOR raft ewL rLsri a sFuA —24 .. ■ E SILL/JAMB.BUNT GASMET 116•CLDSE4 CELL FOA!_ 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 80%B V4•PJLMHI.. R&I 116-044-1 2 WEEP FLAP 6 SAF)T_E • y .__...._._..._ 1i 'aLNa m*Ima•. 268 MC- 1 X VEEP DP6T!CELL FRAC(PAD V3•%V8•X B'E. 5@791 27 NC-040-t 2 SASH33 RIV.I.E.R 6 FIDUSItSi ■ 9600' 28 tE-,m6-I t SCREEN FRAME a MESH ■ +„ ➢Sv 29 ■ I ATTACHMENT SCREV B CLIP BH%5/8'S&S. y8�1 DV% aun 0%eeRmrwn Ul= yypar@ 30 RE-058-1 2 VENT SWEEP LATCH Nm.iED NYLW �_ 4 p g $ 1 VB' @NRAtt 31 HC-099-1 2 VENT SWEEP LATIN IVIE CAST METAL > S K G A e 99W'RAS1[C NI9RAT4!N_ an• 94rLEx PVB NEROIEIER Loom mut NOT$ a V9•Aa�am m.Ats :. 'pq' Es•�JRM' WAANT L M``6EEL W OWACT VIN 3'' L-08� z FRMS SILL ANC/0R ELI' 6W3-m ailDandM 4 VN OVXAIGO AN 4PASt RXTWOR ALWl,m 0E PANDD OR KAVIX. 33 ■ 8 1 LANINATED O-4S3 S49 Do tuna 9 tN eP 0M i 9 @ lA'6Vsuco 0.ass(u 1 S.ZEAL SiRUCDRES: R N SiEO.:Fr- im!N. 34 _■ AS RFiR'D. QALItVi SII.ICtDA:_., Sn 0■1998 a Ln of ah•Rt 9 D .X (sma LIB OA Imt rNMT[-0.04,n..39 (IPTIINAL AS REQ°& CULUNIAL FALSE NINTIN ALWIt(ARt $ 1-RnAu- H)AOR9/NN.�eJ-m mM. 36 SM-9801 AS RFA% .AINt SEALANT • v N L - (A1UV.0.07V IML iMG) 37 ■ AS REP& MINSTER ACRYLIC CAULK YSEANSEAL a g @ a q''I' PHPy@ mpRrt• 1KE4'ki.fim_A_ttC97 tRS TAMENT DUA 4 'b&AAV AwsOIT }a AM V&1MA1�9 @lAY9 PLMZ armv.AY @ aam OR Yr P45 H L C„f•:'• NTAT•FI%TAT)fRMCe 7T• Ib••RWMT• 1 :.: V�_@61RATTB.VQ 6PACL '�- ,• G ^r`. 0 V@•aMEAtLO GLA&4(n PRUnUCCRTO�p60R y lU X,m V19X Q.Ata"TI •A LI @@ G'ONTALLEO ABDYE 3RFT. A J'•4�.°1 d. p s M TIO:IMO,Tit 16.6%T4R k LITE A,p BE ub ANA V .L L _1• . GLAZING DETAILS AND OPTIONS � •• 0 1• 00 a • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• ••• ••• • •• •• ••• ••• • • FRAME"PAD FRAME Ir=JAMB 811.4 TRACK L-7703 L-7701 L-8702 O O O rimm..ME CORNERstr `� a Am 42 g � s SILL RETAINING CUP T 3 w rt e6a L-8M AOEt— ttl guar mn� 56 3� 6 k. E3616.JdY0 !! C7 L FRAME SILL FRAME PENT 4WD L-8701 L-8700 O O ti/TOP CORNER MAME SOTmm VENT •aaVv.i.:..y�� � D �]' earl VENT SPRING LATCH __ASB ffi8 4.7038 ade \, o•' p P XM.ddtR.Bd4 it ryruf.eGYe pm .Y80 VENT 05(INTERIM RAIL FI UEETING RAIL VET TOP/WTTOMI RAIL a e 5 OL-7704 L-7m a— A62 O �Li0L800YR� FBAME Sitz.�fllNb RAO. �.gAy � } �--�' yp0 VfWi 11G'1'fUH CORNER $ °' 068' FRAME & SASH CORNER ASSEMBUY_D&TAUB VENT JAMS RAILSILL RIM L-7?GS LSm CUP GLAZING BEAD `,tri uere vrryr`v O Gi MIG READ 18 Q .......:• •; r-s� pvnldyb.gwiUtiflal•'laida pp�� //�( V�'k,�u,'� IkfldOSACndm� �t✓�.1.`T'� y�}'S°! ...;t e A<(.•jRmcoNO t o-xP�uynruy '.�. t0V" �_- JYJ .._.T95•� .660 _....�tqy,✓..u...T. rrrarrr0liit tl� ♦ � •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • es 000 ••• • • • • ••• • • • • • • • • •••• •• • • • • • • • • • • •• •• • • ••• 0 •