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WS-17-623 Miami Shores Village f t77i/f )r WiTfdowsf i utto a 10050 N.E.2nd Avenue NW �rwsi/D6or Red ace "'• Miami Shores,FL 3313&0000 � t s' F RIUVED' Phone: (305)795-2204fil N r, tsss , °lite;31231207 Expiration: 09/19/2017 Al Project Address Parcel Number Applicant 142 NW 93 Street 1131010330930 Miami Shores, FL 33150- Block: Lot: DONALD BAUMAN Owner Information Address Phone Cell DONALD BAUMAN 142 NW 93 ST MIAMI SHORES FL 33150-2235 Contractor(s) Phone Cell Phone Valuation: $ 500.00 CLICK RCS INC (954)825-8771 Total Sq Feet: 0 Type of Work:REPLACE FRONT PORCH WINDOW,KITCHEN Available Inspections: No of Openings:3 Inspection Type: Additional Info:REPLACE FRONT PORCH WINDOW,KITCHEN Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-3-17-63234 $2.00 03/23/2017 Credit Card $94.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 03/09/2017 Credit Card $50.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $144.60 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 ce ' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction n on . 5�7� orize the above-named contractor to do the work stated. March 23, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 23,2017 1 Miami Shores Village Building Department 201 =�F�' -- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ow4- .y� Tel:(305)795-2204 Fax:(305)756-8972 // INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. WS M — (0 z3 PERMIT APPLICATION Sub Permit No. MBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 142 NW 93 ST City Miami Shores County Miami Dade Zip: Folio/Parcel#:11-31-01-033-0930 Is the Building Historically Designated:yes No X Occupancy Type: Res Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER:Name(Fee Simple Titleholder):Miami Urban Redevelopment Corp Phone#:305-793-0002 Address:12864 Biscayne BL, #271 City: North Miami State: FL Zip: 33181 Tenant/Lessee Name: Vacant Phone#: Email: CONTRACTOR:Company Name: Click RCS Inc Phone#: 954825-8771 Address: 7980 N French DR, #405 City. Pembroke Pines state: FL Zip: 33024 Qualifier Name: Amit Erlich Phone#: 954-825-8771 State Certification or Registration#: CGC1522460 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$500.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Replace front porch Window, Kitchen window, front door Specify color of color thru tile: Submittal Fee$_50 1'8_Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C TOTAL FEE NOW DUE$ CILA . (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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Signatur c OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day of 20 by vl� day of 20 0 ,by Dnrna l A 1}_l&V-yAa i1.who is personally known to who is personally known to me or who has produced �)a�JQa, 1-,'c-e-KSS as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:. N\ Cc, Sign: Print: Print: MONICA CASTAMCP Seale "" ., Seal: , �� tgCNtCAGASTAcVA MY COMMISSION&FF 185740 ;�sd '"Y My USSION#FF 185740 EXPIRES:December 2B,2018 f°` UPIRES•December 28,2018 7tg,�N Banded TMa Wtary Paboo unda wbm bBc lJndervenZets •, 'Thru NotaryPa *�*xsarrswrsoassa>Ksaw$�sxsrs •xaswassssa*�ss:rewsertw�*aswuraar*ee�* srrte*��+++sau•+�+�� APPROVED BY IZ�) Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) ♦.Qwr some 7,n Miami shores Village Building Department OR 10050 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: 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: (les Own r 1 State of Florida County of Miami-Dade The foregoing was acknowledge before me this _day of 1`�l dreh ,20�. By IQnft J who is personally known to me or has produced as identificati tiPpY PSB.i ,,;�.•,q, off. YANADYPRIETO *; : MY COMMISSION#FF 214031 Notary: C7 4 EXPIRES;March 25,2019 Bonded Thru Notary public Underw tars SEAL: Propeearch Application Miami-Dade County Page 1 of 1 ' APPRAISER Summary Report Generated On:3/9/2017 Property Information 14 , Folio: 11-3101-033-0930411 142 NW 93 ST Property Address: Miami Shores,FL 33150-2235 I Owner MIAMI URBAN REDEVELOPMENT sem . ik E CORPORATION 12864 BISCAYNE BLVD#271 , Mailing Address NORTH MIAMI,FL 33181 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQA Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1/0 y , Y Floors 1 �' Living Units 1 Actual Area 1,136 Sq.Ft n Living Area 820 Sq.Ft Adjusted Area 978 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2016 2015 2014 Year Built 1939 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $31,503 $30,937 $30,295 Year 2016 2015 2014 School Board Land Value $203,198 $149,803 $124,589 Exemption Value $25,000 $25,000 $25,000 Building Value $57,858 $57,858 $56,362 Taxable Value $56,503 $55,937 $55,295 XF Value $286 $250 $250 City Market Value $261,342 $207,911 $181,201 Exemption Value $50,000 $50,000 $50,000 Assessed Value $81,503 $80,937 $80,295 Taxable Value $31,503 $30,937 $30,295 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $31,503 $30,937 $30,295 Save Our Homes Assessment Cap Reduction $179,839 $126,974 $100,906 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Sale Page Homestead Exemption $25,000 $25,000 $25,000 12/01/2016 $300,000 30329- Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 1221 School Board,City,Regional). 11/01/2003 $0 21804- Sales which are disqualified as a result 2373 of examination of the deed Short Legal Description 18681- 06/01/1999 $57,000 2452 Sales which are qualified MIAMI SHORES SEC 6 PB 10-39 LOT 6&W1/2 LOT 5 BLK 134 00000- LOT SIZE 75.000 X 123 04/01/1973 $26,500 00000 Sales which are qualified OR 18681-2452 06 1999 1 OR 22859-1885 112004 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp h4://www.miamidade.gov/propertysearch/ 3/9/2017 2016 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#P96000057539 Apr 29, 2016 Entity Name: MIAMI URBAN REDEVELOPMENT CORPORATION. Secretary of State CCI 845465937 Current Principal Place of Business: 12864 BISCAYNE BLVD #271 NORTH MIAMI, FL 33181 Current Mailing Address: 12864 BISCAYNE BLVD #271 NORTH MIAMI, FL 33181 FEI Number: 65-0679565 Certificate of Status Desired: No Name and Address of Current Registered Agent: BAUMANN,DONALD 12864 BISCAYNE BLVD #271 NORTH MIAMI,FL 33181 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail Title P Name BAUMANN,DONALD AJR. Address 12864 BISCAYNE BLVD, #271 City-State-Zip: NORTH MIAMI FL 33181 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:DONALD A BAUMANN,JR CEO 04/29/2016 Electronic Signature of Signing Officer/Director Detail Date A CERTIFICATE OF LIABILITY INSURANCE 02r"17 THIS CERTIFICATE IS ISSUED AS A MATTER OF WORIASION ONLY AND CONFERS NO RIGIM UPON THE CERTIFICATE FOYER.THIS CERTIFICATE DOES NOT AFFiRNIATFVELY OR NEGATIVELY Alfa,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PaJCIES BELOW THS GESTATE OF DANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSWNG INSIMER(S),AUTHORIZED REPRESENCATIYE OR PRDIXX33k AND TIDE CERTIFICATE HOLDER. OfPORTANT: Ifthecadillicaleholder is an ADDITIONAL INSUREIX the i mud be endorsed.II:SIINKIGAT87N IS WAIVED�sl to the and condWansafampofty, nanclin aayn'.QURean A onftisoea edoes not confer dghls tothe certYkalle hailer In Neu of such MICER PAULO LOPES Eiress Sem (954)943- w (954)943-IM 900 E.AIS fid#10 Panpaw Beech,FL 33060 ' AHORuBHG RAIL s Phone (954)943.7900 Fax (954)943-1810 A: SWOM SXX&ft Its INSURED Bis- I CLICK RCS.INC t C- 79W N French Dr !405 O- 'I Pew Pines,FL 33024 (954),82SON1 E: �! INSURER F: COVERAGES CERTIFICATE NLNBER: REVISION THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD C 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 CLAM. TYPE OF JAODL ylp/p POLICY NUMBERPOLICY EFF POLICY EXP 1.10m 2 GENERAL LIABILITY EACH OCCURRENCE S 1,000,00M COMMIM Ge9MAL LAMI Y i a S(Eao=m,me) $ 100,000.00 I 4 — — r I �EKP gaaq aye�e ' s 5,000.00 A •—_ — Y r Y B�r1033579-9 1000=6 10Pc�82017 d AL BLANKET 1 r s ADV rraJL%Y $ 1.000,000.00 g �/ WOS BLANKET w I k GENERAL PAIG 3EGATE I $ 2,x,000.00 � A �� _ � S I PRODUCTS-camAMAs 2,000.�D� PAY _ _ LOC I a AUTONOBLELIASaM COMOKED S90GLE LWT Y $ ANYAUTO 1 v BODILY NARY Ow Iosm) ! s ALLOMMA _ Aasr NY�vsu>tY�r s {� PROPERTY DabIaGE $ HM;tED AUTOS — AUTOS ! # _ _ $ , 4 UMOM31ALLW OCCUR ¢y I EACH ' $ EIICESSLIAs cbaaasssAoE 1 AGMIEGATE $ DI=D - REMNTION S f 6 $ e WC STATUS- OTH- _LPW 9 ER AND EWLIABILITY Y/a — ANY EL EACH ACCIDENT s OFFICERiLTAIEM EXCLUDED? NIA (maylumil `_C E.L DISEASE-EA El LOVE S dieOF OFERAIMNS beim EL DISEASE-POLICY LUfr S iLMOFOPEA7MM#LGCR7 OSIVENIC.6S(MacbACONDI.AddffiaagBkmdcsSidambftBmarespxeLs Thos polqy ha an Addlianal IrmaW wid Waw Of Subrog3bon Bla kels. Ck*RCS,Mc.License#F CGCIM460 A CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE AEKNE DESCREED POLICIES BE CANCELLED SORE VBflge Of Miami Shy THE EXPIRATION DATE Tom,NOTICE WILL BE OEtNERED IN 10050 NE 2nd Ave. ACCORDANCE WITH THE POLICY PR Os. MLwd Shares,FL 33138 AU HORS REPRESENMAIWE l ®1988-2010 ACORD CORPORATION, All rights nmerved ACORD 25(2010!05)OF The ACORD name and logo are registered marks of ACORD Tim T,YJII _ __T__7i�. 77777-71 s! _ 1 7 1_wl Pl; M :•+ 'is �'} . '� ,t- •, 1 .v,. SG i Y � .r�'h4 ,, 115 S.,Andmws Ave., RnL A-1 Off. FL Lauderdeb, FL 1-1895— 1 VALID OCTOBER 1.W16 THROUGH SEPTEMBER SD,2017 DBA:CLIQ RCS 339CPjW91pt�18o-263882 eushmssTypes CcanmACTUR 08/12/2014 '7980 R FRZWX lR #405 22460 Pis -954-825-8771 teoeme $eels 2 oafVmdhVTIW FwrWemftqori TaxAnnunt Tracer Fee WwFse Peior Yews Cdkcgon C4591 Tow Pard 27.00 o.o00-00 0.00 0.00 0.00 27.00 E THIS RECUPT MUST BE POSTED COMSMuOUSLY IN YOUR PLAN OF BUSUgM DIM BECCOM A TAX IST Tins tW is Wed for the privkp of doing busbum vie BroWW d County and l noWeguldory gee naksm You must mod an County andvor mM be v WW Receipt ire V the lu dness is moi, T has dwoed or you have neoveed Bee bushm 10 aedoin.Ttds moW dow not indicaft Owl tee bmkwm is legal or#w it is in camp9w=with State or local bm and mgdggom ANIT RICH Receipt "SC-35-W"5175 7980 '� M DR #405 Paid 07/19/2016 27.00 PENBRME PT1", FL 33024 1 WM 2017 CHS F9144MCLALOFFMIER STATE OF FLORIDA DFPARTIENT OF FINANGtl1kL DWISION OF VIOR CERWICATE OF ELECTION TO 13E EXEMPT FROM FLORIDA TION LAW!r DUMMYCONSTRUCTION EXEMPTION This cis OW the bd w hes elected to be etteMpt k1m I Made WakeW COWWWWabW low EFFECTIVE DATE: W12=6 0WIRATION DATE rM W128 6JWW■ APAT FENT: 463874177 BSS NAME AND ADDRESS: CLICK RCS,INC. 7980 N FRENCH DR.#405 PEMBROKE PINES FL 33024 SCOPES OF BUSRIESS OR TRADE: LICENSED GENERAL CONTRACTOR Pa ms"to cheplw44OAR14),F.S.an amoor are corpoa0on rdno eteds MMOM from itss doptw by ling a owlilicaft ofeloclion mfder of section may not mmwbmft orcomperwation under this doh.Pwmft to thapter440.RXIn F_3- Cefflicafts of election to be exampf--apply mdy VA&b iris scope oftbs bass or trade tied on the notice of elects n to be sxenpL Pursaant m Chop r 13g F.S.,Nofi es of election to be e�oemI I andcarglicabsofeleclion to be exempt sha0 be subject to revocation 9,at any time aftr the Ift of the rase or tta issuance all*certificate, the pemon rraaae!an No no6oe orcerfficals no longer meets the rwpmunods of On section formwnus ata caffibals.The depaftwd sW revolts a DFS-F24YMC-252 ClR71FtCATE OF ELECTION TO BE EXEMPT REVISED 08-13 O 13-1W9 CLICK BCS, INC. Licensed CGC1522460 &Insured March 07, 2017 State of Florida County of Broward Before me this day personally appeared Amit Erlich who being duly sworn, deposes and say that he will be the only person working on the project located at: �62vure Sworn to or subscribed before me this O� day of 0-d , 2017 by j C Personally known Or produce identification Type of identification produce 0 i 1 Notary Signature 4,; ;j(; Lam:. DANA GRINSHTAIN Ss mp• MY COMMISSION#FF158049 • 4 c' EXPIRES September 8,2018 (407)398-0153 FloridahlotaryService,com 7980 N French Dr.Suite 405 Pembroke Pines, FL 33024 Phone: [954] 825-8771 ,clickres.com*sales@clickres.com 5t1�.RES Miami shores Village �t Building Department dn.� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 tORNp' 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: 0 a E%A VVVI q V1 V1 Qualifier/Owner Signature Date Print Name 3ALmoFAROOQ RATION CONSULTING ENGINEERS4, Off . T, DEVELCIPMENT t r Client: MIAMI URBAN Date: Mar 13,2017 Project Name: DON BAUMANN Engineered By:KW Project Desc.: 142 NW 93RD STREET Checked By: YP � MIAMI SHORES,FL 33150 k i AFC Number: 17-0351 Building Height(ft.) : 15 I Design Criteria: ' i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -AZ-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -ROOF TYPE:SLOPED RISK CATEGORY.•2 -- Disclaimer: -This document is not valid without the embossed seal of an engineern Vemployed byAl-Farooq Corporation. ill"A -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P.E. FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 I F:305.262.6978 www.afceng.com I alfarooq@afceng.com MIAMI URBAN DON BAUMANN Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 142 NW 93RD STREET Importance Factor 1.00 Height Above Grid. Level[z](ft) 15.00 MIAMI SHORES, FL 33150 Exposure Category C Horizontal Dimen, of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z(qz](Ib/f A2) 56.64 Velocity Pressure Evaluated @h[qh](Ib/ft^2) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.51 40.1 -53.7 Z5 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING.AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 3/13/2017 4:41:20 PM 17-0351 AS-BUIL T SLhRV1 N.W. 93rd SJREETWMPIF" o 11 A^'� �IO, 75' R/w T8.5•PA,kxrErfT x •••M t am awfm iza aftwr a a& � Booms • ss PARXWAr am PBurs fivoMMOT orCm ® COMM t feam P PAMIS IM L" fa m"m �,N oa >Paaxaes�r rra sufm ray ''• •75MWWSM .OW D.& M.-.S's/w.•• + 75 00 P.& M. ^• Rw aaavP=wf UA Do== no' fax+ Awaamr a" a"== �-L LR AEE 6 AWBA rr PP" 1 ff g C COMERmz In famOmer fMuffr vmaw • �, 0r LOT 4 IP V= MAT {LT Pit �m It &.00K 134 PPS. PMMAXE PAL f08 ORI OMMMERM PAC Y ' A Pte. AO OF" �n f51T:faT� 7RE CAN eRAt8AS PRC fGfY opm ly 6Y 1611dR/@1Bt P.Z POAfITewg a&p10.f' 46 F,f yi/!te8!' I 7m -i jail 1&B•Y ti � 7BEf!la M It AOC�IFO= Lot 6 end the West 1/2 of Lot S block 134 ofJHAW •^ wmwmx zr, wm y' °� N a s r avaw ' �thereof, v � AOCK f��t r "• v R!1 DR. nav�wa� sa�arewrnf�eSEO1tES SECflON accordlr�g to the J Ac ARoa rsw nrx r�.00' aM aaanafar feerecorded 1n Plat Book 10, Page 39, of the Prrblie �OQK 134 rs • eeafrxrafsdf ,= E�aszs'd y BLOLYC 134a A900rds of Adwd Dltde Cott 0,Fkr(da, 7 1 TEST:/a EAsr r/s h / GsNBrAL� x ar LOT H OF LOT T q fE6 & RPJp AWWWfffVMW Ga�*Nran6er:120632 Petrel:0090 �\p 50. 0 5 0 � ratrmis AiOTro ; SAOWJ AMU"Dale;3)"4FlaodZone.X ti � RPM Work.W7/01 Completed:8/29/01 � .01 �r\� � MPAove®frsw�A r�aufine ,A � AOYL 7E9AIPE7DDi p�iIRRYL Cwvw To.. u P 8J Aa1191{DWE$98�Af®INM11E9 ] IDon Bawwm am= \\ n e slowrAlrsprATAwva�waw®avrsso \ 1% BHATfal Mr&MWAW8M19t W WAtaraulbM fu f�y,y,, ` f0 8i6YRVa4A@B78SY8D1OLPffiAUraLA48R 142NW9`3rd �• ca �— RJa " impremmy 7Mr MWABJsWWMAM&AW 1sY 'MO A TATJMTQaAs,AOErFr�ixm0 svw.aQarcAa MIM11 Sfeare%Rmtda 33150 15+ALLEY 75.00•D.& M. o vAr£rmvr SwWYNrrr:her: GL26567 f ema® 1 LAW e, Notes:' ' •�` e _ ewvfaeeawmwa+ saarrara. AL-FAR000 CORPORATION >tarr 0 wraa�s as 1f azAM a e av Ana a o M THIS SI;EET HAS BEEN REVIEWED wifmm��mnaseronnwaaa0�anasa�•r9. Accepted 8y: TO VERIFY LOCATION OF rOAabA EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 3r.5. eanswe BY: t*— DATE: S Q *ALL INFORMATION PROVIDED r� BY CLIENT AVA90KM.MMAI es rAmfv wfa�sAr ra>aTar� U MAR 2017 py i o.or zzo t, NoA (y-jo8•'y �f ONE ST PORY .... .... .... . .. ..... 7.1 V #RESIDENCE .. .. .... ...... •••. . s 142N 13 S� . • a 0 6.40 n ,M 7,777, Nod 1'4'°?o&jg : crc� y �E'J BY 17 SUFGJECT 10 C(;MPWNCE Wl Fr-i All FEUFR4L -aTF AN,;Li�lJtvi {ril,L S Af1L F�.EUU��TIO�;S �� .. yDFLj !y S (9q. 4 3� x ?S� O Door \-Qm4w /VOA 14 -Oqo,3114 791 C) i�cyh-e,v1 W;.n dow No ft 14-;= O 9 A H 139 31S d"s ello �_ ^ s 317/2017 Florida Building Code Ondine 'II�` .--- -- J ------ E a' a-I,.a I �'.+wa ms's SCIS Home Log In User Reglstratlon Hot Topics Submit Surcharge Stats&Facts Pubilcations FSC Staff SCIS Site Map Links Search Clonic' JAI Product Approval USER:Public User produa Aopmval Menu>Product or ADAIICatIOn Search>AoWication List>Applimflon OOLaS — FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Emall 000000 • • ••0• 00•••• Category Exterior Doors • • •• 0 ; ••••0 0. • 0000•• •• •• Subcategory Swinging Exterior Door Assemblies •0.0 f• 0 - ••0• 0000 • • Compliance Method Certification Mark or Listing •••••• •....0 ..... 0000•• • •• 0000• Certification Agency National Accreditation&Managemey"nstttute sees • •••••• Validated By National Accreditation&Managemerirtajtf Ite • • • • • • • 0000•• 0000•• • • • 0000•• ••: Referenced Standard and Year(of Standard) Standa Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/11/2015 fdtpsJAvww.loridabWlcfl%org/pr/pr app O.aspx?param=wGEVXOwtDquxTVBjriRcYg%2fDEHW1XNZW1D0uyPOG87LWwGxpHtrgMQ%3da/o3d 1/3 317/2017 Florida Building Code Ovine Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name _ Description 14569.1 Contours Steel,Wood Edge Full Ute Door,Outswing,6'-0"x V-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certiffcate.p_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions other.Product must be Installed per manufacturer FL14569 R7 II 3WO509-03 Installation,Ddf instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.Ddf Created by Independent Third Party:Yes 14569.2 Contours Steel, Wood Edge Full Ute Door, Inswing,6'-0"x W-8" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions other. FL14S69 R7 II IWQS09-04 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3393.0f Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Ute Door, Outswing, 6'-0"x V-0" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Certificate.ndf Approved for use outside HVHZ:Yes Quality Assurance Contact Expiration Date impact Resistant:Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions other. FL14569 R7 II JW0509-01 SS 2015-07-0ZDdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports • •• FL14569 R7 AE PER3391.pdf • Created by Independent 7hird A4rty: Yes•••• •••'• • 14569.4 ::: Contours Steel, Wood Edge Opaque Door,Inswing/OrhS lD§,*w/or wrd'Iri'llfact&PM- Impact Rated Glazed Sidelite9l elt'-0"x 6'-8"• • Limits of Use Certification Agency CavAlle • •• • • Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011'1162•NI0110620.0t!Certificatt!ddf• Approved for use outside HVHZ:Yes Quality Assurance Contraot"iration Date 69606 Impact Resistant:Yes 04/30/2020 00000 •••�0. 9060: Design Pressure:N/A Installation Instruction other. FL14569 R7 II ]W032ni �L VUallation.Ddr' 0. Verified By: Hermes Noi%ro 73'7/8 :00.:. •0000 Created by Independent-hird Party: Yes 00000, Evaluation Reports •• • ••• • • FL14569 R7 AE PER3321.udf • • Created by Independent Third Party: Yes------------------ •• 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011061-Ri Certificate.gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other. F-L14569 R7 I1 JW072012FL Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.Ddf Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge �paque Door,Outswing,w/or w/o Sidelite,8'-11"x Limits of Use Certification Agency Certificate httpsl/www.flarideWiding.org(pr/pr app M.aspx?param=wGEVXQwtDquKTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d 213 3/7/2017 Florida Building Code Online Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011082-R1 Certificate.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions other: FL14569 R7 II S-2104 Installation,Pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party: Yes 14569.7 Contours Steel,Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11"x V-0" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011096-111-NI011096.01- Approved for use outside HVHZ:Yes RI Certificate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 other. Installation Instructions FL14569 R7 II S-2108-01.0f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports EL 4569 R7 AE PER3832.12df seated by Independent Third Party: Yes, Contact Us::2M1 Blair Stone Road.Tallahassee FL 32M Phone:850.487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy Statement::AcmWbllity Statement::Refund Statement under Florida law,small addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick}erg,,. Product Approval Accepts: FOR EC._- M Credit Card Safe .ss. 0 . . 0000 0000.. 4 0 0000.. ss of 0000% 0000.. 0 0000.. 0000 0000 . . 0000 .0000 s. 00000 0000 0000 0000.. 0000.. 0000.. hllpsJMww.flaicabuildirg.org/pr/pr cfll.aspx7param=wGE/XQwtDquKTVBjriRcYg%2fDEHW1XNZW1D0uyPOG87LWwGxpHtrqll{Q%3d%3d 313 NOTICE OF PRODUCT CERMgWA- jjQDJ •;• Xr,.fr�� Company: JELD-WEN Exterior Doors JAWcation No.: NI011082 Rl `=rye 3737 Lakesport Drive Certification Date: 05/01/2012 J Klamath Falls,OR 97601 •'; .', .•. XxprWon Date: 08/31/2019 ®`� • ' • ' Kevicion Date: 05/05/2015 Product: "Energy Saver/Contour"Opaque Wood-Edgefiteel'Doot:w/vr w/o Sidelite(wood frame) tfM11EtiA,K- �� ' rEPSpecification: TAS 201/202/203-94 .. . . . .. ... .. . ... . . :09 .• . The"Notice of Product Certification"is only valid if the NAMI Certification Label has been appliedtp•th$jroByL•t is 11elgjbeA*ithin this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NA H s Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 37"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size:3'0"x 6'8" g Installation Details:S-2104 1-8 OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size:3'0"x g Sidelite DLO:6"x 5 3 (1/8 Tempered Glass) Installation Details:S-2104 1-8 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-6%W Single w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0"x per g Sidelite DLO:6"x 5'3"(118"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Double Installation Details:S-2104 1-8 OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double w/Sidelites Sidelites- Sidelites-No Max Panel Sim:3'0"x Sidelite DLO:6"x 5'3"(1/8"Max Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: • . •.• • • . .•• • . . • • . • • . • T 74.5'ANI.OA FRAME WIDTH 70.25'MAX OA FRAME WIDTH ■ N® Steel 875'TYP. 125` .75'TYP, a 75'ISL 15.5°MAX.EF ME �.d3- V I.�i J6.625'MAX OA • ••• �' • � �'•• ��ERGINE WIDTH DSK� 7� P�t�� 36'MAX. OA • • • • 8i5 36i OA 14'MAX.OA SW CPAizuro/>541ZPGDlPACT dDO VAUS W/A5 PANEL WIDTH � � •• • � T111: I •PAttl✓:W��•i PANEL WIDTH ww&W/THDUTAvAFMCTSTDSJw •.• • • •• 1 •• • GENERAL NOTES ® ® ® ® ® ® CV m O a K4CTNE ACTWE 6'AIAX Z 4j 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING • • • • q ZCODE�Rf�D HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE W. • 30-: : • : • 0 W�10 ��Lf Y 2.WOOD BUM BY OTHERS,MUST BE ANCHORED PROPERLY TO TRACER PAAA�I i FST i i i 63 125' a LOADS TO T1fF SfR1�TURE. HEIGHT • • • • • • MAX. W _ 3.PRODUCT ANCHORS SiWl BE AS LISTED AND SPACED PER MON LOCATIONOA DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81.25" ® 81.25' 6 D.L.O. W. 1l DRESM OR STUCCO. MAX. MAX. HEM 4.SEE TABLE t ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA g OA 5. THIS PRODUCT KM THE WATER RE=MM FOR mhW'ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEM 6. DOORS ARE IMPACT RATED AND 00 NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MUIM1-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQIRRED Ila FOR SIDELITES 8. SOELTTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE cy CDNt?GURATION. SINGLE Ol1iSWING IMPACT 0.75' 0,625' UNIT NON-IMPACT y 0.625° SiDELITES VIEWED FROM ETCIERlOR �a k_'�>�yy RESIDBMWNSULATEDSTERDOOR(C.mruwWeflGmneomidrf•nal DOUBLE OUTSWING IAPAC!UNIT lXX) $o ��t COMWONFMCONSTRUCTIONS: 37.75'MAX.OA 'VIEWED FROM EXTERIOR 107'MAX. OA FRAME WIDTH c Face qhs 24 gee (0,020 min mum thcloress,Gahwdzed Steel A-525 FRAME WIDTH 875 125' 75'MULL 15.5'MAX. ME commeraal quality-AKDO per ASTM 620 with average minimum yield 36.625°MNL OA BAR TYP. SIDELlIE FRAME WIDTH strength Fy(ave.)=24,600 psi. .875'TYR. N.MAX OA PANE.V40TH 36'MAX.OA 14'MAX OA cam Expanded polystyrene with 1.0 to 1.25 Drs./d density,by PANEL WIDTH W/� L PANEL WIDTH PANEL WIDTH JED-WEN, INC. 0 0 Door Panel Camatruatern The actin and inactive panels ate constructed from 24GA.(0.020'min.)gahvilzed steel.The face sheat tops and bottoms are ® ® ® ® ® ® a bent 90'over the too and Worn mils. The top LVL rat measures 1.67° 6'MAX wide x 1.042'high. The steel bottom rd is r�formed 0021'gahmnized FINACTIVE ACIN OA D.LO. steel measuring 1.67°wide x 1.21'high. The sides of the face sheet am 8O' 80' % WIDTH roll formed onto the LVL latch stile and Ponderosa Pae hinge stile which MAX MAX measure 1.67'x 1.01. The interior covity is Fried with polystyrene. The OA OA face sheets are glued to the po"rene. PALL PAM! 63.125' o_ Fixed Life Const:The sash Is constructed from 24G& (0.020'min.)gakar&ed HEIGHT HE�HT MAX steel.The edges d the face sheet am bent 90'over the polystyrerre core e ® OA and glued to it The siderite portals are routed to reeeare the ODL Lip Lite 81.25° 81.25' D.LO. Frames or the optimal Trlruty Light Frames.(See sheat 7 for glazing MAX MAX HEIGHT NO - deters) The 6te Immes am sealed w/=glazing compound on the ORAE 9 fR p From Construction: The kites are constructed from Ponderosa Pine jambs HEIGHT HEIGHT Q ging 1.25'wide x 4.5625'deep. The door and sidefrte head Jmnbs y G am mortised and butt joined to the side jambs and attached with(3) 16GA 2'x 7/16'cmwn wire staples.The writs use a standard bump face Perko thmstald measuring 4.041'deep x 1.0'high. The threshold is otfached to �+ os�oFi' the frame with 3 16GA 2'x 7 16'crown wire st DOt11�E OUISWING IMPACT rAKEOFCONTENTS 0.625' 0.75 0.625' ♦♦♦�: F rrrrt��, Sl!MO VIS FROM EXTERDR DESCRIPTION SINGLE OUTSWING IMPACT LWNIT(X) ♦ E'W-v m a �♦ �i 9-11-01 1 GENERAL NOTES AND TYPICAL AnONS TABLE 1: VIEWED FROM t7tiERlOR til , �0 2 VERTICAL SECTIONS AND BILL OF MATERIALS Prepared Bjr N.T.S. 3 HORR1ZONfAL CROSS SECTIONS OES=IWM t J�Nt rlmID `* 7 * = 4 HORIZONTAL CROSS SECTIONS AND NOTES _ m: JWJ 5 ANCHORING LOCATIONS AND DETAILS -qw 0008 WT(X a0 X0,0X0) +66psf-70 pelf arm.BY.S. SAFFELL 6 ANCHORING LOCATE AND DETAILS W/t10 w maw % % m+Awaa No.: 7 GLAZING DETAILS Digiteaysigned byHennes F.Norerc,RE 4k.D � BUILDING DROPS, INC. 5-2104 +57 psf-57 psf :lamapprovhuj"document his Phone:954-399-8478 8 IINB COMPONENTS RIND MN-VACT SKUIES Date2015Az.1811".49-05!W rwc� 7X.J Fax:954-744-4738 WM_L of $ % .0. % %: 0.75'MIN. CONCRETE/ 0.75'MIN. CONCRIA/ EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24G&000020W) STEEL 1.50, BY OTHERS 1.50, By 0TH 2 FRAME HEAD PINE) WOOD MIN* yglN. 3 FRAME H#iGr*JM 44pwwwo KM 4 FRAME LWCH` imm pow • WOOD EMB. EMB. 0.250 19 19 -2M W MAX. 5 4 x 4 W 3 2w, Qr HIM) Sim SHIM 20 20 6 19 X I-Am wnnsSCREW H84GE Topmmp) Soo a STM 7 DOOR LATCH STILE LVL -A 2 8 WJSWW REWO BWP FACE TMOHMD AUW" 0.250' 9 MD TU NAIL 16rA x 1*(FOR-AM—M M CAP) SI ---- MAX. 10 7W FOW DOOR TOP R49a SRWI I MET 02p% LYL 32 *4 SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM PAIL • 0 a 0 00 9 • SIM ON SHEET 5 i ON SHEET 5 13 DDDR NWGE-Slff Amm2mpmo-e wow E NOTE 6 ON PFH 31 14 #10 x 1 314 SCREW SSTEEL 17 SHT. 4 29 SEE NOTE 3 ON 15 LOCK BLOCK(FWGER"M PONDEROSA PINE) wow 10 f 4 SHT, 3116-ITW TAPCON ANCHOR W/ L jgf.� EMBED. STEEL 17 EXPANDED POLYSTYRENE(1.0 to .K DENSITY) BY JELD-WEN FOM 1.750'ANN 1.750"MIN. 16 NOT USED PANEL THK PANEL THK 36 19 2K vim SUB BUCK WOOD 20 SHIM(0,25-MAX. TW. HM DENSITY PLASTIC OR WAIR) 'S JUM 21 KWIUET 400 SERIE SIM SEE NOTE 2 ON d2 700 Sim 22 KIWKSET TITAN SHOWN) -Tj #8 x 1 112'PLASCREW(WL LITE FRAME) STEEL SHT. 4 4 -24 FT x 2 PFH WOOD SCREW STEEL AR —&%2jj%7A�-5WCRE(aWqW STEEL. 0-125-Mitt 4 26 SCJ ASTRAGAL 70 DOM STEEL GLASS THK. 27 #10 or 2-PFH WOOD SCREW STEEL 28 WWON CAP WOOD INTERIOR 29 W 33 C) sum 81.25* 80.0, 80.0, 0 AW CR LAWRENCE 81.25 30 (m BY ODL) SILICONE MAX. MAX. MAX. SEE GLAZING MAX 31 BW TRIM MNL 16CA x 314' FOR 318'QUARTER.ROUND.) STEEL OA OA OA DETAILS, SHEET , OA 32 31QLARTER MW SDELTE STOP WOOD FRAME PAFRAME 7 , PANEL U COMM? X=FOR DOOR mmm Wx MOF HOW HEIGHTHEIGHT 34 SCIAAGE KNOB SET#F51 SIM HEIGHT :3 1 0 35 SOILAGE OWBOLr RM(NOT SHOWNSTEEL 36 SIMM STEEL FACE SHEET 24CAL (0020 UK STEEL) STEEL 37 MASS(SY Ppol GLASS 18M SEE NOTE 2 ON 23 3 W— 13 SHT. 4 38 SG(fWff�M POLYCOM PE I POLYPROP, 39 PRESSURE TREATED MULLION BAR UME4 9776 x P.T. WWO 40 ALUMMM DaRUDED ASTRAtdN BY 1A4PERIAL AUM" 38 41 ASTRAWL STRIKE RATE8(BY WIMU STEEL 42 YALE KNOB HERITAGE SERIES STEEL 36 43 YALE DE40MT HERITAGE SEM NOT 910" STEEL 44 SWX FR4UE HEAD SILL AND AM(nxm"m pmm PwE) WOOD ;EE NOTE 6 ON ,417 SHT. 4(k29 10 45 UTE FRW BY TRINITY POLYPROR GLASS(ErY TRWYAMPAC) GLASS 8 ON 32 —4V 112" TEMPO" ;EE NOTE 47 LITE FRWE 6Y=FOR I' POUPW zo;Nl 3E NOTE 9 SHT. 4 16 MUTED TEMPERED GLASS�B 3 48 1 OIL LO "Alley GLASS �SSHT.. 4 16 SEE 3 UTE FWM SCREW#6 x 1 112- STEEL 1 GLAZW SEE MAIL 7 DOW 1199 ON 5 ON 4 99 SUCONE 51 N SCREW Wj 1.50"UK VAUMENT STEEL .625' 44 nnnp LATCH DEAD BOLT STRIKE PLAT STEEL 52 1 DOOR LATCH STRIKE PLATE SIM • c4%4 c4 1.25* 9-11-01 0 SCALE' N.T.S. EDGE MIN. CONCRETE/ 1.75' CONCRETEI MIN. 7 1.25" DIST 2. wx� Dv;m BY.. Jwj AM MASONRY M4SONRY ANN. W. BY OTHERScw uy.S. SAFFELL EMB. BY OTHERS V.- e.1 n DPAWM CAL CROSS SECTION VERTICAL CROSS SECTION BUILM 0m.W. S-2104 WITH HIGH VAM THRESHOLD AT SI ELITE SASH Phww. 954-399-,9478 revx ------ 2am- Fax. 954-744-4738 94W_L OF . . ••• .•. . . • .. .. . .. .. •.• . . . • . • . • . . . ••. SEE NOTE 4 SEE NOTE 7 ON SHT. 4 25 19 20 4 52 7 1 15 214234 • ••• • 1 6 5 • 6 20 19 2 ON SHL 4 • • • • .• . a °. .. 1.750* N. •• • • ••' • 2 g Y �G n - ////////// - •• • '• •' LIZ • e // .. ••' • •. • /// • / .° CONCRETE/ 4 MASONRY <. ..a BY OTHERS 1 INTER OR1 IM[ERIOR 7 771 51 10 10 51 // > ° 0.75"M e.A � 1 17 }7 1 /// nn ° 0.75'MIN. IDLE D SEE DETAIL 5 SEE DETAAL 5 EDGE DIST. ON SHEET 5 ON SHEET 5 e ggg &an ° d a HORIZONTAL CROSS SECTION aw 0L .250'MAX. LATCH JAMB TO SUCK D HORIZONTAL CROSS SECTION 0.250'MAX.1. ' a SHIM HINGE JAM TO U�CK 50"MIN SHIM CONCRETE/ EMBED. 50'MIN EMBED. MASONRY .1 1 8Y OTHERS SEE NOTE 1 26 40 ON SHT. 4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 1 15 1 7 40 52 7 T1 ?15 21 42 34 H 0.31"DA x 9.0`LG.AT TOP&BOTTOM r. :J31VJ�TIVE ACTIVE SEE NOTE 1 SHT. 4 10 D -EIAIL1 ASTRAGAL TO S171E ATTACHMENT N o o 1.750'MIN NOTE ITEM 24 NOT SHOWN THIS a c PANEL THK VIEW FOR `C ►►►►►� _ c o I I R �� ES F• Q SEE DETAIL 1 ��►li Q �i DATE 9-11-01 SEE NOTE 4 4 1 ON ETAS J 1 } } SCAM N.T.S. 2 0 Prepared Bl' ON SHL 4 SHEET _* T ? * _ � Da•.BY: JWJ OK of..S. SVFELL HORIZONTAL CROSS SECTION ��O°. P'=<u�� + A Ph IMPERIAL ASTRAGAL—AL moo* �+w �:95DROPS,INC.4-M9-8478 S-2104 Fax:954-744-47JB 9W_L OF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 • 13 6 5 6 3 28 9 44 14SEE NOTE 7 ON SHT. 4 ON SHE 4 • • • • • • • • • • 4 4538 SEE NOTE 3 31Qi g PSL THK. ••• • •• 36 1 U ON SHE 4 Z SEE GLAZING3 /.� 1 INTERIOR f0 \\. SEE NOTE 2 2 DETAILSSHEET 7 j� \\ 10 SEE NOTE 5 25 SEE NOTE \\. ON Slit 4 SEE ON SHE 4 29 / \\\ 25 ON SM 45 1 i 7 17 i EE DETAIL 5 / \\\ON SHE 4 29 NOTE 6 ON SILT. 4SEE NOTE 6 SEE DETAIL 5 0.750' 39 ON SHEET 5 ON SKEET 5 0.750' SEE GLAZING 39 DETAILS, SHEET 7 HORIZONTAL CROSS SECTION (D HORIZONTAL CROSS SECTION ` c�z AT SIDELffE TO LATCH JAMB AT SIDEUTE TO HINGE JAMB N NOTES. CONCRETE/ 1. SPACING FOR ITEM 826 THE 810 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTNE DOOR IS MOTHERS SEE NOTE 3 A50NRY ON SHT. 4 3 cl m AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP: 1.0', 2.5; 4.0, 5.5°, 13.0-, 18.0'&26.0" 51 19 20 4 31 a o 2. SPACING FOR ITEM 823 THE 88 x 1 1/2'PUISCREW IS AS FOLLOWS: TOP& BOTTOM. HORIZONTALLY. SOS m_ PANEL 3.0"IN FROM EACH CORNER. 32 36 38 45 4 SEE 7 in ON THE SIDES. VERTICALLY. FOR THE SIDON PANELS 3.0, 13.0 26.0, 39.0. 52.0'&63.0'. °> 3. SPACING FOR ITEM 831 THE 16CA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ' ITEM 89 THE 16GA• X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION 84R VERTICALLY, IS AS p. \ 8 0 FOLLOWS: TOP&BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND T: 125'IN FROM EACH CORNER WITH \ EXTERIOR N , (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY OR 801H 3/8"QUARTER ROUND & MULLION CAP): 1.25°FROM EACH END&SIX MORE z EQUALLY SPACED ON THE FIELD. a ° 19: 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 825,A 88 x 2 1/2'PFH WOOD SCREW. i.. •• 0.125"MIN, INTERIOR WHEN ATTACHING THE STRM PLATE TO 171E JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 824,A 88 x 2' \ GLASS Ti '6 PFH WOOD SCREW. " • \\ 5. SPACING FOR ITEM 825 THE 88 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 44. 8 IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4)MORE SCREWS EQUALLY SPACED ON THE FIELD, Sly NOTE 2 2 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 829 SILICONE CAULK ON THREE SIDES AND w 318'QUARTER ROUNDS SECURED WITH ITEM 31 BRAD TRIM NAILS x 314'LONG. " a' \\ / 1C�HORIZONTAL CROSS SECTION / / 0.75'MIN. \\ 29 SEE NOTE 6 �,,�i® 1 RQ LI TO BUCK Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 827, A 810 x 2'PFH SCREW. WHEN ATTACHING EDGE DIST a n ON SHT. 4 THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 814,A 810 x 1 3/4"PFH WOOD SCREW. �� ES F. 8. SPACING FOR ITEM 849 THE 86 x 1 1/2'PAN14M SCREW(TRINITY LITEFRAME) IS AS FOLLOWS ° . s SEE DETAIL 5 �� % , -moi oarE 9-11-01 SlDELITE UTEFRAME FROM THE TOP DOWN VERTICALLY: 3.25' 18.0625, 32.8125", 47.5625'& 62.625'. Did SHEEP 5 j O p ��By SCALL. N.T.S. SIVEJ ITE L?EFww TOP& BOTTOM. FROM THE LEFT: ONE(1) SCREW AT 4.43757. :* , 7 * _ M.er: JWJ 9. ALTERNATE CONCR MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0250°MAX. Q = v • T >r = a+x.n:S. SAFFEII USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIMA W 50' P ��,�. aw c x2 10. USE ITEM 851 WHEN INSTALLING INTO WOOD SUBSTR4TE AT HFAD&JAMBS. USE ITEM 825 WHEN INSTALLING INTO �i'�` � BUIlDBdG DROPS,INC. MULLIONS. USE ITEM 816 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. EMBED. + Pimna:954-399-8478 S-2104 r.+c aene Fax:954-744-4738 SHM 4 8 •• •• • • • •• •• • 74.50'MAX OA FRAME WID 70.25"MAX. OA FRAME WIDTH— SEE f WIDTH SEE MUL 2T. •Is e•• ••• ••• ••w • • • SEE • • • p cd TYPlfl N " •• •i i•"i••li • 9.00•'••"F! 6.00'T ..O0 TV. 6.58 ••• U o�q" c 6. 3.00 TYP. 3. 0" .0 'TP. SE4 ZppTYP. P• 4.50TYP • • ON THIS SHT. 6 TYP. 1250" •••7.375" ON THIS SHE 6 TYP. I ti ! Til I — — 2 7.37b" •5 ••• ••• l g 51 51 TYR � 4 71P. IV. 31" 5 — SEE NOTE 5 — — .3 5 SPACES ON SHEET 4 SPACES ® 13.85 SEE DETAIL 6 ® 13.85° SEE DETAIL 581.25' ON THIS SHSHE — �� — — _ ON _ 81.25' MAX. y� MAX. OAOA 1 25 8 FRAME — 5. "I i _ FRAME 15.50" — TYP. ,z 0 31' - 36.625° 16 36.625' i 6 TYP. ]I TYR g' a if a �'7YP. 3.00' .00'TYP. 6.00 7.00'TYP. 12�" 3.00" 7.00'71P. TYP. ' .15"MIN. i C-SINK. SEE DETAIL 3 ON THIS SHT. SINGLE DOOR WITH SIDELt1ES ANCHOR LOCAnoNS / \ DOI/BLE DOOR WITHOUT SWELUS ANCHOR LOCAnONS VIEWED FROM INTERIOR I VIEWED FROMfMERll1R 16 5125 1� 5 5 SEE NOTE 10 \ c 25 16 SEE NOTE ON SHEET 4 14 2 \ / 7 SHEET 4 \ \ o^ y4pp N O^ o / \ 41DUAIL / p \ /� „��5 F I ,, '9OUNTERSINK F WSTALLA17ON ANCHORS W^ 6 \ 5.50” I I 24 5.50" I I 24 25 `��i •. CAM 9-11-01 1 141 1 fi SEE NOTE •O Prepared Sr. � N.T.S. 4 SHEET 4 _* . ;* oacc BY: JWJ enc ae S. SAFFEll. 52 '" 52 «.b P•'_� ` DRAWNc NO- DETAIL 2 - ®HFAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 BUILD"DROPS tMC 5-2104 ASTRAGAL STRIIKE PLATE ASTRAGrd. STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMBS "°" Phone:954-399-8478 rave � aa��e For 954-744-4738 iWiM_L OF 8 . . ••• .•. . . • • .. .. . .. .. •. . . . . . . . • . . . . ... . . . . ... . ••• . . • ••• • • • • • • • • • • • 107.00"MAX. OA FRAME WIDTH • • • • • •• • • 000 ••• ••• ••37.75'MA�fJAi jai FRAME WIDTH m C,•, SEE DETAIL 2 C1 ON SHEET 5 H 4,50^TyP � SEE DETAIL 4 • • • • • • • • 1- 0 16.41'TYP. • • • • • ••3.OD' 00' 13.41"IYP. ON SHEET 5 • • •• •3.00" �� 6.00'�• • • • 46.00' • • • g TYp. � 0 000 SEE DETAIL 4 6 TYP. 1 1 1 1 1 1 1 1 1 1 ( I 1 1 7.375" 6 �P 6 TYP 7.375" ON SHEET 5 m U51 51 51 _ IYP. TYR _ TYR 6 SPACES ONSHEET4 31" SPACES ®PACES' 31' ® 13.85' 25 ® 13.85 - - o 81.25' - SEE DETAIL 5- - 81.25' SEE DETAIL 6 C a MAX. ON SHEET 5 MAX ON SHEET 5 � OA FRAME — 5. 0.1 1 25 — FRAME 5.50'HEI ZHT = Nil 3f' 36.6V- Typ� 36.625" 16 a BL BL PP. � F I 1( 1 1 Ei 3.00' 3.00' DO"TV. 6.00" 8.58 N 3.00' 7.00"TYP. 7.00'D?. NP. M, w m 00 SEE DETAIL 3 SOLE DOOR WITHOUT SID LM ANCHOR LOCATIONS ON SHEET 5 VIS FROM INTERIOR C N DOUBLE DOOR WITH SlDELITES ANCHOR LOCATIONS N c^ g WEWiED FROM 84TERIOR `��lv,:.•i :,A ' Date 9-11-01 •O Prepared Ey.' N.T.S. * 7 JWJ b T aix.n:S. SAFFELL S AO P.r ww: ORAWNG NO.: BUILDING DROPS,INC. s9� S-2104 Phone:954-399-8478 roc 20e Fax:954-744-4738 SM_�L OF 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ••• . • . ••• 1 50 30 3 • • • • • • • •• • • • • • • • • • • • • 000 • • •• ••• • • • G� EXTERIOR 50 • ••• • 0.125'MIN. m TEMP. GLASS •• • • • •• ••• •• ICKNESS •• :0: .0. i i i• •• Y •• • • • • • ••• •• W w d 0.50" INTERIOR GLASS BITE i 29 50 29 46 50 38 SEE NOTE 2 ON SIT. 4 EXTERIOR 0.500'MIN. Yg Him GLASS 7HK. 0.125'TEMP. 8 GLAZING DETAIL 1 0.250"AIR ODL LITE FRAME SINGLE PANE GLASS SPACE a 1/8"TEMPERED GLASS o SPARTECH t+ POLYCOM PP5530 C13 38 � .25"x .50" 0.125"TEMP. INTERIOR 0'50 INTERCEPT GLASS �'o GLASS STEEL SPACER BITE 50 50 45 49 SEE NOTE 8 a 17 29 29 48 ON SHT. 4 h � EXTERIOR 0.125° TEMP. GUZING DETAIL 2 c GLASS TRINITY LTTE FRAME N 7/2"INSULATED TEMPERED GLASS LUPOY EU-5007 1.000 MIN. GLASS THK. 0.750"AIR SPACE 4© c ��IRR .75"x .50'WTERC L 0.125" TEMP, ALL GLAZING INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFELY GLASS GLAZING REQUIREMENTS OUTLINED IN FOC SECTION 2406. 50 4 49 Sly NOTE 8 ��`ES F ttO��Oi w c o m a ON SHE. 4 GLAZING 11ETA 33 2 7• •O Prepared Or- SCALL. N.T.S. TRINITY LITE FRAME c* ? * =_ wac.er: JWJ 1"INSULATED TEMPERED GLASS = v . T T i rr = acx.er:S. SAFFELL LUPOY EU-5007 p� p ,?��: �-' 0PAW c NO.: BUILDING DROPS,INC. S-2104 Pbone:954-399-8478 29578 Fax:954-744-4738 SHM_L Or 8 —T ® o O 0 CD 0 J --T 0 oF lo 00 0 F) 00 0. sees S.0111111111,11 d OD Up 9 !R SON H W—T T 0 UP PRODUCT: F 1 15 UMFIED TO MW THE 5M ED.FBC W CWVURS STEL.M 111000 EDGE JELD-WEN,INC. E o1 1 gowEv To 01 THE 261o FBc_W 6'4 WALT DOOR LM 3737LAKEPORTOLVD. I00 N 1n 1 5V IMPACT smaga x 0 MOWED TO MM TK 2W4 F8C. J ow WMWMNM— KLAMATH FALL%OR 97691 R C AWED MW UrE FR4A#E ZRK PART OR ASSEMBLY A GBYM RMON ri—H w UNIT COMPONEWS PH,541.882.3451 GM4 WAM TJ 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies 0000 000000.. Product: Contours Steel Door, Wood Edge :0: Material: Steel/Wood 000000 0000 0000.. Product Dimensions: 107-X 81.25"(MaximkMj:- .000 .... . 0 0 0000 0000 0000. Prepared For: •••••• ••. ••�••' • 0 . . Jli�( �; .6 0000 0000.. _.l ®�i° �? 1„ ��. ..606060 .' 3737 Lakeport Blvd. .. . . . . 0000.. 0000.. Klamath Falls, OR. '97001 : 0 0 '10111111., :.6..: .. t�1 5000 ��''. • arc F 0 � 0000 r Prepared by: 1-IetQ►nes F. No rerfu, P.E. � : . O Florida Professional Engineer#73778 7 ? .� Date: 02/02/2015 Contents: 'i T ��'•�D.....• • �� Evaluation Report Pages 1 —4 'i�'1�s`SiDNAI Digitally signed by Hermes F.Norero,P.E. ��►►► 11111��` Reason:l am approving this document Hermes F. Norero, P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 BUILDING DROPS /m /2015 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 33988 3 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,Inc. based on Method 1 of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: •••• 1. This product has been evaluated and is in compliance with the curyenjfjorida BtAMng Codt�!••;• includine the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details'A iFF embedment intg..•, substrate material shall be beyond wall dressing or stucco. •""' 3. When used in areas requiring wind borne debris protection this door.Product cordes with.... Section 1609.1.2 of the current Florida Building Code and does not teAere an anphet 09.00' resistant covering on outswing doors. • 4. Non-Impact sidelites do require an impact resistant covering when usedln areps requiring •• wind borne debris protection to comply with Section 1609.1.2 of the current FOrld1 tuilding Code. " • ��•�•• S. Site conditions that deviate from the details of drawing 5-2104 require further engiAiering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 h ;hReport No: 3398 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization M QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/2009 • . ..•. 0000.. •. 0 0 . • Equivalence of Test Standards: 0.0.00 0000.0 Various test standards have been evaluated for differences in test methodology,if asy,.betweea#osted editions of the test standards listed below and those editions referenced in the curre"L*l-'lorida Beitding Codi;••, JELD-WEN,inc.has tested their products to the following test standard edition(s): 0000 0000 0000.. 1) ASTM E84-08 . . . • 0000.. 0000.. Chapter 35 of the current Florida Building Code references the following editions of they above lggntigned :••••; test standards. 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 o: 33 ^0^" , Report No: 33988 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. 0000 0000.. 0000.. 0000 • 0000.. • 0000.. ....� 0000 �..... 0000 0000 0000. ... •••� 0000.' 0. 0000 0000.. 0000.. . • . . 0000.. 0000.. 00 . ... • 000.00 Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 1 -.f MIA%DAD MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMFM 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.miamidede.nev/econo� Lawson Industries$Inc, 8501 NW 9Q.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. RLR 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 11HS-8700(Flange-4�rame}"Aluminum Horizontal Sliding Window-L.M.L 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 logos ortys state, series, and followf ng statement: "Miami-Dade County Product Control Approved" .m m othe M§o notes#••�;• herein. 0...... ...... RENEWAL of this NOA shall be considered after a renewal application has*beex fi"and themhas beeg • no chane in the applicable building code*negatively ativei affecting the performance of fs duct. ....... :0906 g Pp g g Y g l� th Pnl TERMINATION of this NOA will occur after the expiration date or if there hasbeep0a revision by chang8•;••. in the materials,use,and/or manufacture of the product or process.Misuse of this.NQA as air 90airsemen***: :• 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 remova;of 140A. • ...... :ems••• ADVERTISEMENT: The NOA number preceded by the words Miami-Did�.County , Florida, arC••• followed by the expiration date may be displayed in advertising literature. If any portion or the ROA fs • 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 F,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--090.U4 C,APPROVED •pA�ECOUNrY �,(gA' '"� Expiration Date: April 11,2017 11 6 Approval Date: November 13,.2014 Page 1 1 Y Lawson Industries.,Inc. MICE OF ACCEP ANCE: EVIDEN CE SUBMITTED A. DRAWINGS 1: Manufacturer's die drawings and sections. _ (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS4700 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.E. (Submitted under 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-S10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225,dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705-10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 -."••. 00000 2) Cyclic Wind Pressure Loading per FBC,T1i.$. �- •• along with marked-up drawings and installation diagram of en aiumintft.hotizont4.... 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 .14MHETI-2Q-3048,•••• .... HETI-10--3049I, dated 11/09/10, HETI-10-305Q..•••HETY Y'V--3052 � . 00 HETI-10 3056, HETI 14--3131, HETI-1Q 3224 and JfLn-lb X226; datW.... 03/23/11,signed and sealed by Candido F.Font,P.E. :••;•; •; (Submitted under preplorts NOA No. 11-0705.10) . •' *000% 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2Qj4.4 ... ;••••. 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. 11-0705.1 D) Q Jaime D.G on,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,.2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN nNuEn) 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, HETI48-2034, HET148-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038p HETI-08-2116A and HET148 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 NDA No. 02-022 Z 05) i6*60 C. CALCULATIONS •... 0000.4 00 0 1. Anchor verification calculations and structural analysis, .raGm0ying' C FBC, •; prepared by Lawson Industries,Inc., dated 05/28/09,revised oa47h10 and updated on 0000.. 01/25/12, signed and sealed by Thomas J. Sotos,P.E. ."". .°"•. • (Submitted under previous NOA No. 12-0127.08) 0000 °... 0000. 0000.. . .. .0000 2. Glazing complies with ASTM E1300-04109000000 '®.'..• 0000.. 060606 6 D. QUALITY ASSURANCE 0000 6 000000 .. 1. Miami-Dade Department of Regulatory and Economic Resour%!p WR)0 0 0 • :0066: 00 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer."dated 04/11/13,expiring on 12/8/16. 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-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(cONTOMD) 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 51h 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.12-012 7.08) 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, HETI-10- 30489 ETI 10- 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-103051, HETI- 10-305211, ETI10-305211, HETI-10-30539 HETI10-3056, HETI-10-30579 HETI-103130, HETI-10-3131, HETI-10 32239 HETI-10--3224, HET-103225 and HETI-10- 3226, ETI 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. (Submitted 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. Droz-Seda,P.E. (Submitted under previous NOA.No.V-V ZOS.10) 7. Laboratory compliance letter for Test Reports No.'s HE,11-.49-.2033,:NIM-08" 2034, HETI-•08-2035, HETI-08-2036, HETI--08-2037, REDcOS-2038,HM,TI:..:. 08-2116A and HETI-0821168, issued by Hurricane Engiu+aei* & Testing, In!;?... dated 01/15/08 through 02/28/08,all signed and sealed by Candidd F,Four,*?'F. - .... 0000 0000. (Submitted under previous NOA No. 09-0706.05) . 696666 • •• ••0••. 8. Laboratory compliance letter for Test Reports No.'s FT1:w3�19'/, FTLI-I A098 Q.O:.. FTL-3364, all issued by Fenestratiofi Testing Laboratoir,•tw,., dated-12/06/01, .12/11/01 and 01/28/02,all signed and sealed by.Luis Antonio'Figudredo,2.l:. ••••*• (Submitted under previous NOA No. 02-0227.05) see .0 0 0 0. 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-- LM:I.", approved on 03/29/12 and expiring on 04/11/17. 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--3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... A At A Al General Notes •�• � • � � � ee 1.) THIS WINDOW 13 'l D TO.00MPL Y WTH THE O REQUIREMENTS 08 A 0 ODP DWLUDING MOB go VEIALITY IHlRl80riNiNe ZOTNEa(HVHZ 1900-a�. Tip PRODUCT 'o •y 19 MAC?RESISTAIM (3HIPPTERS NIT ) ••• • ,'� � \•`\ \\ 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING l RATS TBE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTSis d /�• •�/• \\ \\� OF 2014 F.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL $, -- � C E \\' D \\' C S.) ANCHORS SHOWN ;!# 2 OF 1!ARM i8 P9!►�T jN�1rPS ANCHORS QN .. ALL WINDOW Him A§NOt e®BE 4UXK[M! SPACINGS ON CENTER 3 w z (O.C.). AND A5 TABUTATIFD 8; 0or••9f. • z z o 4.)ANCHOR CONDITIONS NOLr Bffi0lNIDED 4N i11BBE 4DRAWDd_G' ARE TO BE q S B 81 B $1LtiDLE$ ON A BRM,4KME Oaw APPROVAL AND s ns 170.81 REVIEWED BY BUILDING OFFICIAL ox 6.)WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES (O NOTE: 0 TABULATED HEREIN (SKS SHEE7s a8, 7. or 8). AND FOR USE WrTH DOUBLE GLAZE 1)REFER To SHORT 2 OF 10 FOR IRMIAL AT[ON ANCHOR DETAILS AND NOTES LAMIaTAT&It INSULATED GLASS TYPES TABULATED HEROIN (SEE SHEM 08. 7 or 8). 8 FOR VMUCAL CROSS-SISMON DE7ALL9°A.Al.B.&Bt"ROVER TO SHOOT#3 5)FOR HORIZONTAL CROSS-sEcetaN DSTeILs C.0.&s'REFS T'0 ZD18E1'84 8.)WINDOWS WITH GLASS TYPES A. C.OR G'INSTALLED ADM SOFT. 4)REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CRAM AND NOTES SEE S 4 BV1E THE LG. EXTERIOR LITESHALL BE TEMPERED. 1 7.) EE SHEET 4 FOR LOCK DETAILS At S & OPTIONS. A 8.) SEE SHEEP 9 FOR GLASS TYPES. 9.)SEE SHORT 6 FOR DESIGN PREISSURES ON 'XO or Or WINDOWS. ® o O 10.)SEE SHEEP 7 FOR DESIGN PRESSURES ON EQUAL-1,118 71Or WINDOWS. r \\ // 11.)SEE SHEET 8.FOR DESIGN PRESSURES ON UN-EQUAL LITE 'XOOC WINDOWS. 1 \- k, / 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SSB QTS 5. 4. or 9. 11 �\ \\. ,/�•. 13.)W. &ITT.FALSE COIDNIAL MUNTIN8 ARS OPTIONAL&AND ARE APPL19D W/SILICONS gg E\\\ D E X4.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 6 (BY OTHERS PRIOR TO WINDOW IN3PAi]AT10N. (SESSHEET #3 4&6 FOR DETAILS &NOTES)WOOD BUCKS TO BE ANCiOREA IN COMPWCE WITH THE 20L4 FBC CHAPTER 24 SECTION 11.9.3.S. B 81 16.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. $ 18.) SEE SHORT i B FOR MOLLSoN/T=AL ATTACHMENT OSPABS.NOTES&OPTIONS. 8 17.)MULLING HORIZONTAL SIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROM t )LOX -13" Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADR COUNTY APPROVED MULLION IN BMW ARE ACCEPTABLE MIT Y NOTES- THE LOWER BMW PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 1 RF.FBR TO SHELF 2 or 10 FOR RISTALIATION ANCA DETAILS AND NOM ENTIRE MULLED SvSTEM. I FOR VERTICAL CROSS-SECTION DETAILS'A.Al.B.&B1'REFER TO SHOW 03 18.)ALL METAL/STES,IN CONTACT WITH ALAIWINUM OR OTS DISMIIAR MATERIALS To IW 4;IN TO 0NTAL 8 0 FOR D1DETASMN LOAD Cid AND 0 SHORT #6 PAINTOD OR PLATED AND SHALL MEW SECTION 200.9.8.4 OF THE 2014 FIDRIDA BLDG. (XlD1R. $ E D E ufr �i • �e m G b NOTES. - Un-RWd Lite (1/4-1/2-1/4) y1 1)REM TO BMW 2 OF 10 FOR UWAUATLON ANCHOR DETAILS AND NOTES. KtODUCT RISVISEDFIS �„U 8) FOR VERTICAL CROSS-SECTION DETAS A,Al. 8,&Bl'REM TO MEET A asacay�Si�$ 3)FOR HORIZONTAL CROSS-SECTION DETAILS'D,&E'REFER TO SBFT d6Du95uZ QJC.�.21 4)REM TO SHE,T 7 OF 10 FOR DESIGN WAD CHARTS AND NOTES. SE S-87HORIZONTAL SUMNIG IMPACT WINDO - y'ab� �•��f°,�0� APPROVED IMATIONS �, fpf111N1 p�raycmurol . . ... . . . ... .. .. . . . .. .• . . . . . . . . . . . TPS!UNIT am 111'% BR 3/3'OVERALL FRAM WIDTH TEST UUM SIS`74'Y 68' 74'OVERALL FRAME WIDTH INSTALLATION RASTENIM 04 3/B'INTERIOR FRAM WIDTH HUMAIJATION PASTENW- • • f3'INTERWWFRA19 TH • (A)10 AT FRAME HEAD T RAD, (A)0 AT FRW HEAD �• • • • • • (14 AT AT EA.�FRHUD UP AMB 8111.DP ABOVB 70A) A Al F� A ABDVES (B)(8 AT FRAME SUL A•�DV�7o • • : • • • •r- q q �l (B AT FRADE S&L IF DP A8�7R•TD.af • • • y j)5 (14 AT FAME SHL UP DP ABOVE 740) L (C)6 AT BA.FRAME JAM • 414��4 1 4' (C)B AT SA FRAME JAMB �6 s' JW � •MS GOMRAL NOTE M3&/4. (Wr OR) pwL •SEB GENERAL NOTE 849&g4. 04 • • s •• • • •• qui • = _�_ __ 13 V D.L. Z �. VY E ,0 13 94'NLG 'i%•' - / { ~Q 13 VY 0& � �K' 0 o /! �D� 13v'o& d O B 81 N '�'�4 a ANCHOR NOTES. L SAME p�SP12 AT DEAD A SILL L SAME MOM SPACING AT HEAD 6 SD.L E.TWO ADDIT MAL ANR=11EGUM V/ P_A MEETDtG RADS / AT MEETING RAILS FOR IINRS WITH DP AMVE r7VW/-7MF t9 TOTAL) 1P ABOVE r/-70PSF(4 TOTAL) V { pIt�TEL� "XOX" WINDOW EQUAL ff 0" D0I f. mmkI.MIM-SECTIDN DETAIS'A.AL 8.6 BP AT SHEET O3 Norm OX_ REVERSPU 8 SEE Hm1T718(TAL CRASS-SECTION DETAILS'C.D.6 V AT SIERT 45 Twf UNCI'317.E 111`%83' L SEE VNFTSC/d.gMSS-SECTUYt DETAILS'A.At 8,6 8A AT SHEET MS DtBTAI.I.ATION FASTENERS$ 111'OVERALL FRAME WIDTH d SEE NtlRII@ITAL(k1�S-SECTIQI IICTAD.S'C,'H,l E'AT SHEET H (A)10 AT FRAME HEAD 110'INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF IIP ABOVE 70.0 (B)10 AT EA:FRAME SOL y�7{I (14 AT FRAME RU 1F DP ARM 70A) A Al .-t A(4 TO s �`' SERIES-8700 HORIZONTAL. SLIDING WINDOW► (C)8 AT EA.FRAME JAMB 9.1-- Opti•y FLANGE FRAME ELEVATIONS - L.M.I. g$ *SDD3 014JERAL NOTE FSI&$4. ®24 31W. .r ---�- 13 1/•OC. � E H1 V4.6G / —'{' / =- !/�' 13 V4•ILC. 4 ,��{111NIOIP, 8. 4. B BI = l9 v L LLB G.C. •• oP1'. t'_ ,.�.. .. 5 ANCHOR N=S, PRODIICI'R8YL9HD •,'s (N �O I1 �. p� >•4offiPbmSwD6PoeP1l4iQA T"'d U:i'. L SME AMCNGR SPACD�Si AT MEAD L SRI. 1S TVD ADBCTtONAL REDUIRED T AS®TIBtAt. +» �.j.� ``,• ,�{ ' )XTIMG RA1L8 UMTS WITH IW AemJE+7a5F/-79SF a TaTAu "XOX" WINDOW — UN—EQUAL LTPE 4GrR+� e�'{ L SEE VNDtTICAL CROSS-SECTION DETAILS'A,AL B L Di•AT SHEET*3 CDTpD ��Js/trs •• r•,. .. Z SEE NORU9MTAL CROSS-SECTIDJ DETAILS'C.D.L E'AT SHEET ID .. .. . • . .. .. . 1/4' TAPCON W/ 1 1/4STUCCO OVER METAL LATH NAILED TO SMS. WI 1 V4' MIN. EMBEDMENT INTO CONC, EXTERD� GRADE PLYWOOD SHEATHING [414 MIN EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 42 1. ALL WOOD BUCKS ENGINEERED SEPARATELY T04E SIMCIFiED BYIARCHIIW.CT OR G.% EE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG OFFICIAL. (TYP.) OT PINIISH W 31HIRS)b •• FpR MAX. FASTENER SPACU402 WOOD BUCK AND FRAHM�T BY LAWSON T Ml,To � a 1 1/B' MIN INDUSTRIES)MST SUSTAIN LOADS IMPOSED '' j• • � 4EDGE DISTANCE BY THE GLAZING SYSTEM 1 • • • f•.'' taS q O e t i. o .a• ;;t �::i o m o o-d n :0 1 1/4' MIN ci dor �'•d �y '.p a, d.• -i'• OCA. '�.!'i••4 :4" d:: v ♦. EMHEDMEN�•••v a. '#.- -:-d`; •s 0 21 q FW4 41.1 0 00 1/,'MAIL ti3.. q 1 1/4' EXTERIOR GRADE 12 SHW SPACE '; 2X ( .) {'° bX TIP. O PERIMETER CAULKING ti arna O Y 1 EXT.GRAME PERIMETER L 1/4'MAX. ® O o A CAULKM HOT BY xm�SPACE O 14 15 6 u vsmMTa�s' cry..) mPa <j cc o o CLEAR SILICONE ADHESIVE EXTERIOR t Ee REDDING COMPOUND Al AITERIOR u 34 i ' EXTERIOR AOR W y LAMINATED GLASS ALTERNATE DETAIL = 1� 33 1 fit . s x n 14 8r Ulm MOD FRAME INSTALLATION DIITAILR 4 ZK a t MUD= INSTALLATION NOTM: E j L THE WINDOW FRAME FLANGE TO BE BACK-REDDED V/AN EXT, I�•' 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 SD1 R1SER-UPTDDIAL BY WINDOW INSTALLER(TYP.) APPLIED WITH SILICONE 2.THE EXPOSED EXT,PERIMETER OF THE WDMW FRAHE TD $ SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 44, 0.6 46. BY OTHERS(TYP.) $ }� •VHEN TBE GAP BBTNEE,THE eOWN BRM AND THE BUM OR . 26 26 10 3 13 11 MASONRY 18 I=THAN 1/8`.SHINS ARE NOT RMMED. � s n - I 9 - 13 ANCHORS MOTE: WOMORS M BE 412 SMS OR WIL SCREWS INTO EXTERDIR GRADE ""''"::: EXT.GRADE 11/ H7APCONS a APPROVED l�I1C FASTENERS INTO tom., li`:i::t::•:::: ................. :. ............................ ............................ - CAULK .:::....................... PERIFB:TER CAULKING WITH A MINIMUM OF 1 1/4` PENETRATION INTO WOOD OR �Q► .•`•'••••,•..�••"; ��,.• t, •'• - _ CONC.(REFER TO LOAD TABLES F@2 QUANTITIES REQUIRED) d e 4 •- 1/4.'MAX - d ^ SND!SP �.� ©.�.: •. N`:ttj',''.• o..a.a•.. awe:•o' . d:o Qo. �:dai",,•:-°.''. tTYPJA dd:1 1/4MIN :6 1/4 MIN . NT, 4,DMENT e T0DiK1RT> A, ' A. a� a a �8•�� '. w EDGE DIST c�.a�J. ttt/ttt .. 9�TIONAL SILL INSTALLATION DETAIL AT "XO or OX" . . ••• . • • ••• • . . • • • . • . . 1. ALL WOOD BUCKS ENGINEERED SEPARATELY aa 2X WOOD BUCKS a TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ t ••• • • • ••• O a i BY OTHERS CTYPa 2. WOOD BUCK AND FRAMING (NOT BY LAWSON • • • INDUSTRIES) MUST SUSTAIN LOADS IMPOSED • • • • i s i • •� w• A INTERIOR FLNISH DY THE GLAZING SYSTEM • w t • • •• • • By OTHERS) • • • • •0 00• • i• i h 8 PT.ViIDD BUCKS •=>:qz. •„•.:e�. +i:�rti 21 3 LAMINATED GLASS ” v4•MAX 3 SILICONE ADHESIVE ••• 4, '•:: eo• y 814 SM.S. W/ 1 1/4' Y Q: ACE BEDDING COMPOIBVD • • a• z d d MIN. EMBEDMENT INTO WOOD. 2' INTERIOR • • •cTwa+ f a • z (SEE ELEVATION AT SHEET @27 17 34 + • • • o: • n 8= FOR MAX FASTENER SPACING) a: 5 •• • • • •• m 1•. "g$ 1/4' TAPCON V/ 1 1/4• S t S/4• MIN MLN.EMBEDMENT INTO CONC. c (SEE ELEVATIGN AT SHEET 42 FOR MAX FASTENER SPACING) ' '00_ 12 Ix e' o 1' MIN Q .l DIST 8 6+- 17 8 11Mm 4 EMBE•DMlEN ® a• O ' EDGE DISTANCE � 0 � EXTERIOR WALL FINISH 'F' R`+` .� BY OTHERS (TYP) 5>rr� >,,.E r r�_-Y 28 14 :i•z:. •'s:.2•.. T..:'. O 4 SJURRIOR law d DID r.`�.:: ..&'. 1�► ENT.GRADE STt"m am METAL LATH MAILED TO O •a't")h r.r=• x TO BE R GRA1E PLYWOOD SHEATHING CCAtA�KIM GRAM�HY T� '" .e•�`�"``-•.�E+> � � $ TO BE SPE-V7 BY ARCHITECT OR G.G WICrERMR FIRM BY OTHERS) 'LAVSdN 1NDUSTRffS', HOT BY LAWSON INVJSTRM.M TO BE APFLEED BY ITHERS 73' MAX. crwa WI(NDUV FRAME BUCK WIDTH 74' MAX. WINEDW FRAME FLANGE Wt]D "XO" WINDOW EQUAL LITE � ( "OX' REVERSED ) 30 31 VDIDOW IJR'1' TteTOON A10TE.S: S 1.THE VINDDW FRAM FLANGE TO BE BACK-BEDDED V/ AN EXT, z a3 ENTIREPERIMETER OF FLANGE BY WINDOW INSTALLER(TYP.) P- THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED V/AN APPROVED EXTERER GRADE CAULK BY OTHERS(Tyra 822 21 BSR b •WTHE(IAP BETWEEN THE VINDOW FRAME AM THE BUCK OR N!!!p 5 AILSOM IB 1�TRW 1/8".90MS ARB ROY RSQUD&D. •��# a3�.,e ANCHORS NLL�rE $��...»•• .'y/fig' IL A;•�s•' ANCHORS M BE USE SMS OR WD. SCREWS INTO WOOD. OR N O p LOCKINCH AND SWEEP)OPTIONS 1/4• TAPCEINS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM(IF 1 1/4'PENETRATION INTO WOO OR I. BOTH EXTRUDED ALUMMM AND PLASTIC IJFT HANDLE CONC. (REFER TO LOAD TABLES F13R QUANTITIES REQUIRED) PRODUCFRRVDRBD LUCK$ARE QUALIFIED FOR USE ON ALL WINDOWS. a�D•Fied6t• Qp•� 'y1 Q4�� 2. BOTH DIS CAST AND NYLON CAM LACI®ARE QUALIFIED Aa FOR USE ON ALL WINDOWS. ' 3. TWO (E)LOCKS ARE REQUIRED PER EACH VENT. vlmN Pmdtin A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . e 12 x 1 3/4' SAS. 1 1/4' MIN.WOOD EMBED • ••• • • • ••• O (SEE ELEVATION AT SHEET @2 •• • • ��- •• FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE PT. WOOD MUCKS I A � E 21 22 23 ® BEDDING COMPOUND LAMINATED GLASS SHIM 00* ••• •L, •• <TYPa 33 EX79;Ri0R acE ° m w CA d 7 17 y 2 30 31 • • • • • iwi b •• • • •• • : 1/4' TAPCON V/ 1 1/4' _ MIM.EMBEDMENT INTO CIM Z • • .<SEE ELEVATION AT SHEET #2 0 14 -- • • • • FOR MAX. FASTENER SPACIMM �5 �x 12 1/4' IN. 1 1/4'MIK 7 7 g 18 - tdB a BE EDGE DDIISTIANCE 3 E 28 t of '•a ® o 0 EXT GRADEEKL GRADE CAULK O O OCAULK WINDOW FRAME BUCK WIDTH AC WINDOW FRAME FLAMM VIDTH "XOX" WINDOW EQUAL AND UN-EQUAL LITE g WRWX UWAt LkT ON NOTES: $ L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLAN BY WINDOW INSTALLER (MP) 2. THE EXPOSEB EXT.PERWETER OF THE WDdMV FRAME 70 BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK 'g BY OTHERS (TYP.) •WHEN TFIE GAP BETWEEN THE WINDOW FRAEIB AND THE BUCK OR gg� MASONRY 18 LESS TNMT 1/6',SEMS AM NOT REQUIRED. 4` $ ANCHORS NOTE: . ANCHORS TO BE &12 SMS OR WA SCREWS INM WOOD,OR 1/4, TAPCGNS or INTO CONC,, WITH A MINIMUM OF�S1L�PENETRATIFASTENERS N INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) t0;•'�• a ti�T� rq w moumpavim C wUk Fletida (• n VIA a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... DES LAD ACiTY P -0XorX0 MW WS # # +/. °yt a WINDOW Jamb H&S 1299 T "A" 2 ohm "B 2 Glass T "C" •2 Olins "D'+• 2 • Gds• 7B' Cdaas "F' *3 $ 0 DTH H © Anchors Anchors + t f - + f - + • - •+ + - f m 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70. 0 80.0 80.0 . 3 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 6 A M 13 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 60 24 3 6 65.0 6.5.0 65.0 65.0. 70.0 70.0 70.0 • 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 • 70 0 • • 0' • 80 0 80.0 80.0 z �° 0 x 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 • ?08+ • • am • 80.06 80.0 80.0 �° o 36 36 3 4 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 . 80.0 50.0 d m 48 38 3 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 0 6D 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 8Q0 72 35 3 6 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 S0.0 80.0 800 80.0 a 36 48 4 4 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 (� 0 72 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 �J d a 2 5 4 65A 65.0 65.0 65.0 70.0 70.0 70.0 80.0 $0. S0 80.0- 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 48 60 5 6 65.0 65.0 65.0 65,0 70.0 70.0 70.0 70.0 800 80.0 80.0 80.0 o 60 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 00 72 6D 5 6 65.0 65.0 65.0 65.0 70. 70.0 70.0 7 .0 - - - - 26.5 28 3 4 65.0 65.0 65.0 85.0 70.0 70.0 70,0 70.0 80.0 80.0 800 80.0 37 26 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53,125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 700 80.0 800 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70,0 70,0 80.0 80.0 80.0 80.0 265 .37 4 4 -0 65. 65. .0 70 7 .0 70.0 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 80.0ffi 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 26.5 54.625 . 5 4 65.0 65,0 65.0 65.0 70.0 70.0 70.0 700 ,0 50.0 80.0 800 37 50.625 5 4 65.0 65.0 65,0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 65.0 65.0 85.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 5 8 65.0 .0 65.0 .0 70.0 70.0 0 70.0 8 . 80.0 26.5 58 5 4 '65.0 85.0 65.0 65.0 70.0 7Q0 7Q0 70.0 80.0 80.0 80.0 800 37 58 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 700 700 70L0 70.0 80.0 8Q0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6.5 6 4 65.0 F 70.0 70.0 70. E70.O .0 .0 .0 0 37 63 6 4 65.0 65.0 85.0 65.0 70.0 70.0 7Q0 80.0 0 80.0 800 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80,0 80.0 800 80.0 `�g��N��?��'•. 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - ''�;�?�✓`° a LL Notes } I.) SHE MM 9 FOR GIAZING TYPES, DETAILS &SILICONE OPTIONS. GM30 btBwithft - N (> 2.) STANDARD SIIL,USED ON WINDOWS WITH +70.0 DP AND BELOW i°0 id (WINDOWS WITH GIASS TYPES 'A. B. C, &D*) 4acep No RI R - 1�T10NAL 0.+70 3. HL,SWITH MER ADAPTER ARE FOR WINDOWS ABOVE +70.0 OP /.� \\ APPLIED MVE +70.0fi i//•. \,♦ \� � FOR BP ABOPSF ) Q�'�,� (WINDOWS WITH GLASS TYPES -. da F'}AND +80.0 DP NAB. OF %/• \ -"f' i G ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD& SIL.ON (+t�0 DP NAMAX)it �• � j ti .... WINDO4.)WDNDOWB WITH LASS TYPES DP ABOVE 'A,(C. EtOR G* TIONINSTALLED SHUT a oi�to) � IN THE Sm. THE I.G. HumoR LnS SHALL HE TempERBD. to s9 A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CA PA C1rY P - Q WI D01NSw Un-E ualLlfe +/-Pressures #JambH&S Glass T *2) Glass TFRAM S E+.. ..C" Glass T e D '2 Ga a 0 WIDTH' -H-EIGHT Anchors Anchors + - -oaf +oef _pef + f• f• • +oaf• •-Dafe +vsf -oaf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 69 0• •75.0 . . 5 .52. 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.5 75.0 .0 •52.8 65.0 76.0 84 24 3 8 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�• b 96 24 3 10 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 108 24 3 11 60.0 80.0 BUT 80.0 --95=. --75 0 7910 • • A 75.0 60 36 3 7 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 • •-• .6240 • 58.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 0 0 52 65.0 75.0 0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 • •790 0 05260 • • 452.0 65.0 75.0 �� 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 76.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 72 46 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 t>: 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 85.0 75.0 108 48 4 11 - - 52. 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 o 60 60 5 . .0 75. 5.0 75.0 6 . 5 . 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 o` 84 60 5 8 52.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 06 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 76.0 52.0 2.0 65.0 75.0 108 60 5 11 - - 52.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 .0 75.0 o 74 28 3 7 80.0 80.0 80.0 80. 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1��1 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 750 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0Ike- 79.5 58 5 9 - 52.0 52.0 65.0 75.0 66.0 750 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 1 ZS 19 52 52.0 .0 5.0 65.0 76. 52.0 5 .0 65.0 k 106.25 38.376 4 11 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 106.25 50.625 4 11 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 106.25 58 5 11 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 10825 63 1 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 11 5n 52.0 85.0 75.0 85.0 75. 52.0 62.0 65. 75.0a 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I° . 111 58 511 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 t 1 63 5 11 .0 2.0 .0 75. 65.0 7 .0 5 . 5 .0 .0 `��•� �� cif w Uut] llktheFiwida 00. �� Q�.••'�• �••'H� �A�nP Oho 00.:it Notes * : 1.)SIRE SHEET 9 FOR GLUM TYPES. DETAILS & S WCOHs OPTIONS. NO TRI= 2.)STANDARDMLL USED ON WDD)OWS WITH +70.0 DP AHD BELOW /./(MDOWS WITH GLASS TYPES •A.B. C, a D-) i/ , ij/ �// 3 - OPTMAL a 3.) SIIL WITH RMER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •�/ �/ �/• S APPLIED VrM SII.ICDNE • i�Z (WOtDM WITH GLASS TYPES •E. &F'' AND t80.0 DP MAX /� /I // I S FOR DP ASDVE +70.0 PSF ••`�o ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD &SUL ON � 2 (+au DP MAX.) ��y'•..... WINDOWS WITH DP ABOVE 70.0. (SEE EL19VATION AT SHEET 2 OF 10) ,�� IN 00 4.) °,0, 4J WDIDOWS WITH MASTS TYPES A. C. OR W DISTALLED ABOVE SOFT. DI THE HVR&THE LG. E MOOR LTTE SHALL BE TEED. a XOX -Ua-Emtal Lite . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . F - DESIGN LOAD CAPACITY(PSI)-XOX WINDOWS wfth Equal Ute(113-113-913) +/.Pressures( * _s FRAME S17k, #Jamb #H 8 8 Glass pe"B" ("2) Glass Type IV' ("2) Glass Type"D" 2 Gla •E" 3 a a) Glass "G" ('2) 33 A [7'14 EIGHT Anchors Anchors +psf _ +psf -psf +pd -psf •-ps1• • -pd +pef -pSf m 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 6510 75.0 • •52. 0•520 65.0 75.0 s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 .0 .0 2.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 • 0' • D• • 2.0 65.0 75.0 z a 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 • • 0' •62.0• 5 .0 65.0 75.0 Z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.8• • 76.0 • •5L.0•• •52.0 65.0 75.0 s 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 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 1 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 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 6a 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 - - 52.0 520 65.0 75.0 85.0 75.0 52A 52A 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 c 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 of x 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 c 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 �D 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 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 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 1 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 Ld 79.5 50.625 4 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6 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 - - 52.0 520 65.0 75.0 65.0 75.0 52.0. 52.0 65.0 75.0 84 28 3 9 70.0 1 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 51.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ 84 50.625 4 9 - - 52.0 52.0 85.0 75.0 1 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 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 1 52.0 52.0 65.0 75.0 MODUCTRIMISM Cd1a �jG� a Notes '' 1.) BEE MBAR 8 FOR GLAZING TYPES. DETAus & mucoNE OPTIONS. AcayteawN• O�'y / p�0� "^ 2.) STANDARD BILL USED ON WINDOWS WITH +70.0 DP AND BELOW {WINDOWS WITH GLASS TYPES -A.B. C. & D) N\ SILL RISER -QPTRNV/LL 3.) BILL VI H RISM ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \\` \�• �/ 120 APPLIED WITH SLICDNE � v; MDOWS WfrH GLASS TYPES -E. &F7 AND +80.0 DP MAX �\ I 1 FOR DP ABOVE +70.0 PSi 'Z ioo ADDITIONAL ANCHORS REQUIRED AT FRAME NEAR & eHb ON 2 j (+80.0 DP MAX.) 4.) WINDOWM WITH L TYPESWHMWS WITH DF ADM .A. C, OR 0'INSTALLEAT D ABOVE OF 10) `�� ,,�tni ttN at`,,•� IN THE HVHZ,THE 1.0. EMMOR LITE SHALL BE TEMPERED. x0K=E" 6� . . ... . . . ... .. .. . . . .. .• . • • • • • • • • • • • • ••• • • • • ••• 19 0 12 x 3/4'SMS. HS-8700- FUNGE FRAME WIlVDOW BILL OF NATERIMc 99 p� 4EE LR1LL�)1 /ALS FOR (SEE ELMIMN AT S W 0 •per D6gD•• DICTION • ••• RHMARKS MLAUtmI TYPE,STSs AN9 W+X. MR MAX FASTENER SPAMAN8 'SATWtE TP'!�'. OESKRt PRESSUITE UMTKM21. BP TABLES,nM QUANTITY) I L•7703• •1• • f�63-T6 ALIWINIAt n Rm/tOTa�1D 899 (AUM.DA78'wim.nwo 2to-am 1• L • • 6063-T6 ALLMM M4 m$ tyq e 3 •L-77010 1 • FRNIi FXL JAiIlb• • 6063-T6 ALUNDtiBI Amr nePTH �?am OR�5 OF INTERIOR 4 L-7704 I FRAtD FixED MEETING NAD.. 6063-T6 ALIAffi0.M _ �i m 0 - H S L-7705 1 VENT MEETM RAIL 6863-T6 ALUMINUM w B5 • ROl �_°�_ °� LY41tlt 6 L-3767 •1 • VE&T*T�ZSWW M R� 6653-T6 ALLN1Di181 �y R 14r ��GIERLAY� ssEl. 7 L- 1 ".JAMB* 6063-T6 ALLMAN Z _ a 1/B'AI4EALED a�A4g war 9 L-7746 •1• VEYi JAMBI LATCH RAW 6063-T6 ALUM" LAMA Cllt ll�1 - B 9 K• i 6063-TS ALUM" 10 L-9765 I FRAME SILL RETAINING CLIP 6063-T9 ALUIGN M 4T � 0L688 zummmm 116111E LAMMISR I 1/6'MGT-STRttrNDE I;D taAS; ll L-77f� AS RE9'B. GLAZING HEAD t 3/9') 6663-15 A1.lM9PD1N Va 1 ep'SU E PVD irT'73A e 009e.puSTQ�,AYTg gy,9A�i• 12 FS-09b AS REO'D. FRAME ASSEMBLY SCREWS 98 X 3/4'P.M,PHILLIPS a •1£AT- °� EXTERIOR GRABE WINDW TRAIN 13 FS-Oa9 AS READ. iNSTA LATMN SCREWS 914 SIR F3t/PNK. LAMINAIM GUM ]C PERIME{�T[�E,;�RR�CAULKING AOR 14 L-75M AS REC'Ds VINYL BULB 1/4'DIA.BULD 430M � z !fit atm t »mfg C7 FRAM MIII.LIhIG Dl�'PAII• 1B PVS-90;1 AS REWR FIM SEAL WEATHERSTRIP 187'•x 230'h 1 f/6'x AT-STREt+�+6B GLASS �7 16 PWS-M AS REQIL FIN SEAL WEATHERSTRIP d97'e x.350'h e 0896'PLASM IRTMAVrR - g . 17 PWS-969 AS REWR FIN SEA. WEATHERSTRIP A87's X.310'h ® O 0 3 Ve'HEAT-STROMMEtlE6 tiAS6 0e0' dj 666 18 L-TILL AS REQ'D. GLAZING BEAR t DVISlA.ATE� 6063-75 ALlrM11�R&1 C raj TYPE F SEE 1U LUGN APPROVALS FOR 19 PWS-061 AS REQ'% PILE 8 Q.AZIN6 DEAD .1871 e x X80'h MM GUM 1 IURBP. � DES" TYPE. E NCD MAx. MWI P IAt�AMAX 20 L-8706 AS REQ'D. Slli�ADAPTER 6663-T5 AL/B4.-OPTIONAL - C 1 1/8'NOWALFA GLASS lRIiAG[lE pyg � �GWRM 21 L-7539 2 VENT EXTRUDED SPIMS LATCH 6063-15 ALIMBN 14 Q V B e 0.090'PLASTID[MOtLAYk)1 a VB'dsnurn 1aA88 ..mss �,�• MAX 8 12 S.O.S.K 1 tJ4'4 � HC-657-1 2 VENT MOLDED SPRO�.LAT M®.11ED NYLON � C7 SmM (SEE ElEwma AT MEET 02 23 L-75M 1 x LATCH LATCH SPRM STAINLESS STEEL 1 INTERIOR FOR�'F7iS( M 5PAL A 2a M 2 SILL/JAMB JOINT GASKET 1/16'CLOSED CELL FOAM 99 e 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 118 X 2 1/4'Pte. � t e&1 HC-044-1 2 WEEP FLA'8 BAFFLE ■ Lumm tpumr, 262 HC- 1 X NEEP OPEN CELL FOAM PAD VV X 1/2•X 2'L �mv L R+a a" e7 HC-046-1 2 SASH ROLLER 5 HOUSING a ori 731 r� oa es MC-626-1 1 SCREEN FRAM 6 MESH a g OL 29 a 1 ATTACHMENT SCREW 6 CLIP 98 X 5/8'S.H.S. IJUAlstaxisu QIAHe A 111111 !� D 1 )O V. calmaa7s 30 EIC-OS8-1 2 VENT SWEEP LATCH MOLITED NYLON �R I 1/8' OW N.Eo ouGLA ' 31 "C-059-1 a VENT SWEEP LATCH ME CAST METAL e easo PLASTIC 4GYoawYER ® l sAFLEx PVA 9I FRAME NOTE: 32 L X FRAME SILL ANCHOR CLIP 6063 Ts ALUNDRw 3 1/B'A1BiJL®MASS 8y.-SMAMA' SEALANT 1.ALL STEEL IN cow=14191 a 2 LAMINATED GLASS See I!a'tORs B L.LL of sheat 9 0 4 1/4•smauTo AIR SPACE ffi�RIOR AWAL ST UC PA6OED OR PLATED. 3 . VB'NtEA n GLASS W 2.METH.STEEL-FyIOff3: 34 ■ AS REQ'D. BLAZING SO.IC[B-IE Sma DaloRs a tJi of eMat 9 $ (S EE :FY=38 THICK M. 35 OPTIIML AS REIM COLONIAL FALSE WMQTIN ALUM" me8$ C (S1EEL t8 DA.WH.710CIT-A048, $ ej Pi enS n>m•9e B)ALIAMM:8483-T6 ML. 36 SM-$504 AS REO D JOINT SEALANT s Q nu 4LM Old (Am 4078'MOL TH16H) 37 • AS REND. PE 94FER ACRYLIC CAMJ< OSi PN.YSEALSEAL �I e LW NNEALEPLASCNNEALED MASSVVERLATER 1 @ Pva ]tb PAL SUCTCI13E ATTACHMENT a 1/4'A1BEN.EO GLASS Br�� v 4 VV TNSMATEB AIR SPAM a W NWAED GLASS ao e,,t lo3gM# ,tt�°, RED UJIMM MASS 001WOMM1901 IDEA am �' ••� tL b'.° �•�.o 1 1/e'/EAT-STARE=GLASS I 0 i1 0 e GOW PLASTIC KNIERLAYER ot-k-4 3 1/ PVBB' GLASS4 VY DRRA.AM ATR SPAM PRUDUCPRBWlS�S L8'AMAEALED QJ=00IV �fq gA9L�0 CI �v�\ 40 VDWA WITH am TYPES-A.C.OR G'INSTALLED ABOVE SOFT, Am, 91W OSs.11:� e IN THE Lh4LZ,TIE L6.EXTERIIR LITE SHALL ME TENPERM A '119 91 ZING DETAILS AND OPTIONS a . . •.• . • . .•• .. •• • • . .. •• w • • . . . . • • • . • • ••• • • • • ••• FRAME HEAD FRAME 9 L�So L-?70F=DFD JAMB L870CK p a I.-7'7'x3 ran . • . . � � a &68 '•' • •' oma CUP SUL RETAINING ma L-8705 s •., ` • • 10 • • • • • • • + add vcxr roc aur •• • • • ••• •• ad gg 1FROMES FRAME SILL FRAME VENT JAMB L-8701 L-8705 2.4 A ® -� QD SME ROTiOM CORNER 4 VENT SPRING LATCH \ MANE ase Am L O 86B \ f o p q 21 tsar awa O VENT nvTERLOCx BALL LFDMD-7704MEET1N0 RAIL L-176s VENT TOP/BOTTOM RAZ L-7707O g L- FRAME SILL/ MEEI{P1G RAIL mwr nn ii �4 VENT BDmM COtttdER FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAD. 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