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WS-17-1431 rM ex° ty Miami Shores Village ■ i #3fT77t �yj ��t� # t$t 10050 N.E.2nd Avenue NE nrPs :�illrtAoor keplacam Miami Shores,FL 33138-0000 tpeff"it- W"PwV91) Phone: (305)795-2204 R Ex iration: 12/13/2017 Issue date:5A 612011 p� Project Address Parcel Number Applicant 725 NE 93 Street 1132060141830 BJORN PAULSON&LOLO FOR: Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell BJORN PAULSON S LOLO FORSBERG 725 NE 93 Street (305)467-0521 MIAMI SHORES FL 33138-2906 Contractor(s) Phone Cell Phone Valuation: $ 11,000.00 UBALDO BLANCO (305)219-5717 (305)885-8083 Total Sq Feet: 0 Type of Work:REPLACE 9 WINDOWS AND 2 DOORS WITH Available Inspections: No of Openings: 11 Inspection Type: Additional Info:REPLACE 9 WINDOWS AND 2 DOORS WITH Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amo]$2.20 Pay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-6-17-64137 05/30/2017 Check#:151 $50.00 $192.90 DCA Fee Education Surcharge 06/16/2017 Check#:152 $ 192.90 $0.00 Permit Fee $2Scanning Fee Technology Fee Total: $24 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 AFFI AVIT: I ce i that all the f egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction o ing. Futhermore,I orize the above-named contractor to do the work stated. June 16, 2017 Auth ed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 16,2017 1 Miami Shores Village RECEIVED Building Department MAY 3 Q 1017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 C Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit Nov,)-s 31 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ZCONTRACTOR DRAWINGS JOB ADDRESS: q2 J'a 5 `� City: Miami Shores County: Miami Dade Zip: s3/3g Folio/Parcel#• 11 -3206-®14 Is the Building Historically Designated:Yes NO 3c' Occupancy Type: 5 H Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): i - 0 O �c,-5,65 � Phone#: 3� �G 2 ®T.�;) Address: 2 J� c/A/C-7 13"' e (5� v City: l�Jd'3'�� ,�y/�Y State: Zip: '3�� - Tenant/Lessee Name: Phone#: Email: 1- Efyr5 J;IFJ26? CD Ri L- Cd A4 CONTRACTOR:Company Name: C ? 1jlarsec, 6G I� Phone#: ��,o� F S ?y 271 Address: l3_7 G01112oJ ISILS DA -7f?V_ City: — �a � �� State: � r 6 (JAZip: '3 Qualifier Name:_(kLa lap 136c.,,c.,, Phone#: 305 State Certification or Registration#: GC Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 11, 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New // ❑ Repair/Replace ❑ Demolition Description of Work: ��Q(,� �� it A X =n�5 Can l Z� 'b60''-S L-) 1�&C 7 /4.sJ Specify color of colooir�thru tile: Submittal Fee$tSO "0� Permit Fee$ 7—(0 (JI.J CCF$ �' CO/CC$ 92 Scanning Fee$ 6 Radon Fee$ DBPR$1\ 1 Notary$ Technology Fee$ - Training/Education Fee$ a Double Fee$ 10 Structural Reviews$ Bond$_10 TOTAL FEE NOW DUE$ 19 0 (Revised02/24/2014) r 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforemea this day of 20 17 by ,30 dayof f� 120 1 -7 by who is personally known to Vt U(� c�J[lf 1i OC) ,who pally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: /�/' J Sign:—41 �•G Sign: ✓` Print: &MY&je.4,e Print: seal: Seal: MY OCOASsION#FF2440H ='1 EXPIRES:Deiiember 16,2019 �^. �¢. Banded Thru Notary PuSio Umlererriters "�E"... o~YLEEcuR9ao ,, ,*, z MY COMMISSION 4 FF 944M EXPIRES:December 16, 18 **** ,�* '�fNt�lldl�Ij�PCtEf�r1B APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DATE I STATE OF C®1aO0' COUNTY OF AlaR41 - EJB Before me this day personally appeared (3&q CO who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 725A/F °1 j 46T, Contractor signature Sworn to ands bscribed before me this S day of . 20JZ, by 066/00 gra y a o Personally known_ C Or produced identification Type of identification produced MY MIS Y FF 9440 �- EXPI E&D r 16,2019 ed c k Undereders Pr' t, ty a or tamp name of notary ®.d® Miami Shores Village Building OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption. N r - f /irvNd 5 iii > 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: O er lllll�lzz,;�17 e' State of Florida County of Miami-Dade /� i The foregoing wNs nowledge before me this—.� day of By LL, who is personally known to me or has produced ntification. Notary: MY FF '� •; tlOtary is ruaiters SEAL: CERTIFICATE OF LIABILITY INSURANCE Dg[KWabffy) INICIOUCER 11: 16/2017 CAROLINA INSURANCE CONSULTANTS 306-227.008*2 THIS Cl::�l�:lii�'1""I1"'I::!I,Il��'jilI IS ISSUED A SUITE 116 ON AND i EA OF INFO IRMATION 82W W FLAGLER STREET HOL E CONFERS NO RIGHTS UPON THE CERTIFICATE R- THIS CERTIFICATE DOES NOY AMEND, EXTEND OR ............................................. ............................ ALT R THE COVERAdir Aptrnmr.?--- -*y THE POLICIES 13ELOW. u1suRED144 .......................... -.1-1................I.........INSURERS'AFFORDING-CoVE"Gie...............•...._.........:............. UBALDO BLANCO GC, INC INSURER A. W INSUKR B: OMPANY 437 GOLDEN ISLES DR#OF HALLANDALEiNsuReRc; COVEPACPES BEACH,FL 33008 INSURER 0. INSUI�R E: Th 1 1:-J, -11 DaELOwHAVEBENWII 1AMED ABOVE f;o LICY ERIOo IN ANY REQUIREMENT' NLJFB OF ANY CONTRACT p Oic ELT TO MAY PER, IN.THE INSURANCEAFFORDED BY H POLICIES OR OTHER DOCUMENT WUH PtESPE6T TO WHICH THIS Nil TA D POL fr:;Sl GO E0 E ITS SH Y HAVE EE fka DESCRISiED HEREIN 16 aL119JECY TO ALL THE TERMS,EXCL.0 CERTIFICATE MAY IR lasurm Ij SR . TWO OF INSUMMog EE EDUCED EJY PAID CLAJMS. ELISIONS AND CONDITIONS Fau m F01 PCY VERAL LIAegin NUMBPA POU F-F EXP 14 X oJAQM9RCfALGr;IVERA4,LlAaruw NPPe432M EACH OCCLIA ICE umtts r-71 03/1012017 S 1000 00() CLAIMS MACE 03ACY201,8 L—^j OCCUR FIRE DAMAGE(Aqy mm are) S ------------ 000 MWEXPI 100 PERSONPJ,a ADVtNjURy C'6N%AQ"FGA79EJMItAPPLMPt!A- 10 11 cz N 8* AI:IMEGAt� PRO. $ pmJcy 2 000,D00 T LOC PRODUCYS'.COMpjOp Agta 5 AU1*0MO9ILj!LjAjRLrj 2.0m.0100 ANY ALFro ALLOWNSPAuyOg COMA'NEb SINGLE LIP41T (62 2ft:dent) 3 SCMIMUkEDAUTOS BODILY IN AIRY 14IRSD Auros (Parpamon) 6 J Nom-OWNEOAUTOS amiky INJURY GARAGE LIAsnjTy PROPERTY DAMACR ANY AUTO I AUTOONLY-F-AACMDEMT OTHER THAN EAACC S f!XCCaS LLABILrTy AUTO ONLY, AGG .CCCUR CLAIMS MADE EACH ODOURRINCe AGGAEqATE DEDUCTIBLE WOR)ERS CIDMPZWSA*nDN AND EMPLOYERS'LIABILITY TA 8 Y LJMI E.L.EACH ACCtDWT I OTHER E.L.OJOEAS5-EA_EMPLOY W 4a E.L.DISEASE- DEW"710m OF 0 GEWeRAL CONTRACTOR LICENSECENSE CGCO47289 PROv moom fI CERTIFICATEHOLDElT X ADnIlMnNAP ILL17TER: CANCELLATION SHOULD ANY OF THLe ABOVL-t DESCMMD pOL=ES ge CARMLL&M SEr-OgeMIS EXPIRATION OATrz YWERE'W,YHIE ISSUING INSURER WML ENDEAvoR To mmL 30 DAYS WRITTEN MIAMI SHORES VILLAGE "oy'CE TO THE CgRTIF=AYE HOLDER NAMIM TO THE UFr,BUT FAMMRR To DO So S"LL 10050 NE 2ND AVE. WoSe No OBLIGATION OR UABMITY OF ANY RIND UPON THE-WAM MIAMI SHORES,FL 33138 REPFW QNIATW-S./ ITS AeENTS OR AUTHORMED RFP 04 ACORO 25-S(7(97) 0 ACORD CORPORATION 1968 REMAIN W N .� a � BATH CL � n v m o rn R n _ 5 AA ® +42.0 PSF O 2; 3 MASTER BATHROOM N A +40.4 PSF +38.5 PSF O (n -43.8 PSF -42.0 PSF pI O +38.5 PSF -42.0 PSF O O 4 in z � n 4._0. +37 .8 PSF IM (a BEDROOM -41.4 PSF Q V) # 2 w +40.4 PSF -43.8.;PSF w DINING ROOM KITCHEN FAMILY ROOM z a CL w - z BATH CL af L LIVING ROOM 1 (� +40.4 PSF 11 DEN 0-54 +40.4 PSF O U) -43.8 PSF Ld . BEDROOM •• ••• • • • •• • • • • • • . w # 1 • . • • • • • • C ffwlg�MEN= +40.4 PSF _ • • ' • -54.1 PSF N v , O O O 1--� m 1 2'-9' 1 +40.4•P9F• �90 0•• ••iFAU PSF -54.1 PSF: • • -54.3 PSF 5'-10' O • . • . • . •• • J +40.4 PSF -43.8 PSF c FLOOR PLAN "' 725 NE 93TH ST � � � �•� . . . . . . . . . . MIAMI SHORES. :• •: 0.0 ... . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... ... . . ... . . .. . . . . . . . 7 �' '' �l E• � 3TH ST .. A . . .. ... .. m 0 - ..0 0 R E S WINDOWS AND DOORS SCHEDULE SIZE MARK DESCRIPTION W H MATERIAL REMARKS NOA 1D HR(XOX) 111" 63" ALUMINUM/GLASS 17-0222.14 20 CM 37" 50 5/8" ALUMINUM/GLASS 14-0908.20 O3 HR 74 50 5/8" ALUMINUM/GLASS WHITE CLEAR 17-0222.14 ® SH 37FULL VIEW" 38 3/8" ALUMINUM/GLASS IMPACT GLASS 16-1003.01 OD W/HARDWARE GRAY GLAS 76" 79" ALUMINUM/GLASS 14-0908.07 © FD W/HARDWARE 76" 79" ALUMINUM/GLASS 14-0908.07 MM ENGINEERING, INC. Kd = .85 1 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA,DE 175 MPH WIND ZONE Interior &•Exterior Zones (445-Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Td utarry Area in Square Feet Height 10 20 30. 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36A 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 43.6 50 51.8 1 49.4 1 48.1 47.1 1 46.4 46.7• 60 53.7 51.2 49.8 48.8 4$.1 •. 4r.W • 0000.. .. 0000. .00.00 0 Interior Zone (4-Walls) Negative Pressures • Exposure C For the 175 mph Wind Zone CATE0000GORY 2 0000 Effective Wind Area or,Td utaryy Area in S �rjp% et 0....' .• •;• Height 10 20 30 40 50•••• er? •. (Maximum) -1.10 -1.05 -1.02 -0.99 -0.098 0406:• 0• •• . 15 -43.8 -42.13 -40.9 -40.2 -39.6• -39.1 . :• •• 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 • 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -518.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30• 40 50 60 Maximum AA0 -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50.4 -48.3 -4.6.8 -45.6 -44.7. 20 -57.2 -53.4 -51.1 -49.5 -48.3 47.3 25 -59.8 -55.8 •-53. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10°t° of least horizontal dimension or .4 h, whicheveri mler, but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof heigh in feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. M IAM 1•D m MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ovleconomv Lawson Industries,Inc. 8501 NVP 91 M.reet Medley,k k,i1, ;6 SCOPIa: This NOA is being issued under the applicable rules and re�n.tlations governing the use of construction materials. Tl:e docurne_itafacr submittal has been reviewed and accepted by Miami-Dade County RER - Product Ccnt:-ol Section `o be used in.Miarr,i 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 Vi r i-DadeCounty)and/or the AM(in areas other than Miami-Dade County)reserye.1te right to have this prod:,,;c or material tested for quality assurance purposes. If this product.or matte aL fails to...... perform in tlh .ccupted manner, the manufacturer will incur the expense of such fasAg'.and the,AhU may •� immediately revoke, modify, or suspend thet+lt use of such product or material within j*risdiction. :RER•••••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade qty Product*Control Section that this product or material tails to meet the requirements of the applicable�101dhig code.* . ; ' This product is approv;,d as described herein, and has been designed to comply v itllMe F1oric BUding Code,including the High Velocity hurricane Zone.- 00:00: • .. . ...... DESCRI P`1f1 A: Series"'SH[-7700(Flange Frame)" Aluminum Single Hung Wjjdg.V..-L.M.I... . . APPROVAL DOtCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single lig FlUge,frame ••"" Impact Window sheets 1 through 5 of 5, dated 05/27/09, with revision C dateg 09/21/16, 1 repared by :....: manufacturer;. signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade C8unty ProduelControl ' • Revision stamp with tr-e Notice of Acceptance number and expiration date by the Miami-Dade 6ounty Product Control Section. MISSIIt.E I w. ACT RAMI TG:Large and Small Missile Impact Resistant LMTA'1'IC9 .S: insulated Glazing Cpticns Types 6 and 7 are nc.t approved to be installed above 30 feet in height vithnut e::': nal protection device(shutters) LABELIl C: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, series, and fol'ow:ng sto-cmeytt "Miami-Dade County Product Control A;proved`,unless otherwise noted herein. RENEWAL otlnis NOA small be considered after a renewal application leas been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERNILNAI iON or tail NOA will occur ailer-che expiration date or if there has been a revision or change in the rnatur_a:s, ase, Lnd/or maw--store of the product or process. Misuse of this NOA as an endorsement of any produrA, f63 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply<z i`h any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Th,- N'JA numb^r pre-ceded by the words Miami-Dade County, Florida, and followed by the, aspiration date may he displayed in advertising 'iterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A co,-,y of this ontire NOA shall be provided tc the user by the manufacturer or its distributors;:riJ shall be available for inspection at the job site at the request of the Building Official. This NOA revises a.nd renews NOA No. 140908.10 and consists of this page 1 and evidence pages E-I and E-2,as well is approval document mentioned above. The submitted do vumentation was reviewed by Manuel Perez,P.E. - NOA No.16-1003.01 CHAMWADL COUNTYM COUNTY / ! Expiration Date: December 27,2021 161 Approval Date: December 15,2016 j' _`, Page 1 i Lawson Indusiries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. is r sL:rr,itted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901., titled "Series-7700 Single Hung Flange Frame Impact Wi,cdoly", .h.,-ts 1 t'aro.igh 5 of 5, dated 05/27/09 vritL revisiaa C dated 09/21/16, prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TIS STS F. ,,:st reports on: 1)Uniform Stat'c Air Pressure Test, Loading per FBC,TAS 202-94 2)I.,argc]`.Miss le Irrpect Test per FBC, TAS 201-94 3)Cycf 1c Wind Pressure Loading per FBC, TAS 203-94 .•••'. v.ar.` with niarl;ed-up drawings and installztion diagram of analw%num smgre hung • 00 �-iinclow, prepar•.d.by Hurricane Engine ring &T,.sting, Inc., T.esjj4�&ortsqjp'�IjETI- .' ...... 09-2530A and HETI-09-2530B, dated 03/02/09, signed and.sealed by Caudido F.. • Font,P.E. (Suhmitted under AWA No. 0,0.07'0;6.09)• • reports on: 1.}TJn.iform.Static Air. Pressure Test,Loading per fM�' TAS 202'-94 /n . • 2)LPr�e Missi'e D?iract Test per FRC, TAS 20TtP . • . .... ...... 3) r�>elie Wind Pressure Loading per ITC,TAY.;Oj;94 •• a'orq vi,t111 marked-ijr dxa.winas an.d. installation. diagram of an:aliArinum single hung.••••• wirr,ovi, prepared by Hurrico e Engin.eenng 8-, Testing, Inc.4t all-Test keports No.,...•; HETT-18-20030 I'ETI-08-1004A, HETI-08-2060A & B, H-PTIJR08-20'18n & B,' • V71-08-2062A & B, HETI-08-2063A& B, HFTI-OB-2064A& B, dated 03r1O5/08, i�,ed and sealed by Candido F. Font.,P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94 IN6 j''niforrl-i Static.Air Pressure'Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FAC, TAS 202-94 41 barge RMissi?e linnact Test per F73C. T41S 201-94 5)C}clic AZ'ind P,cssi is Lca_'.;ni_e'er YBC, TAS 20-^-94 5) ricrc(-d E-Yr/Test,per FBC 2411 3.2.1, TAS 202-•94 -.)^.g with ine rked-up drawings and irstallatic ii Jiagrari of an akminum single hung Nvircl(�w, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-11.936, dated 04/03/01 and 03/27./01, all signed and sealed by Luis Antonio Figueredo, P.E. (Yabmitted under NOA No. 01-1009.01) C. CALCLTY,,'TIONS 1. Anchor verificatior calculat!ons find structural analysis, coniplying with FBC, ;-fo,pared by Lawson Industries, Inc.. dated 0.5/28/09,revised on 01/18/10,signed and seal:d by Thomas J. Sotos; P.F. (Submitted under NOA No. 11-0705.09) 2, a3`_, yin ,coin)lie. -iih 1,ST1'I 11.300-.09 Man el terez,P.E. Product Co"r Examiner NOA No.16-1003.01 Expiration Plate: December 27,2021 Approval Date: december 15,2016 E-1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. No-�(;(, )i Accg)tan_.c Tic. t4-0916.11 issu-.d t, I'war-gy Auieric-i,%c.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 1 N'otic,: )f Acc-.ptartce No. 14-0916.10 issued to Kuraray America,Inc.for their "Iiutaci.te0!? FVG'ass Izsterizycr"date!04/25(15, expiring on 12/1!/16. 3. ;Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) '",• ;1-eir"SAII a.Clear aitJ Color Glass Interlayers"dated 06/19/14,expie igto off,/?1/16. : •'0 0000 0000.• • •• • • .•• • 0000•• as • 0000•• F. STATENWN'I;S 000600 0 • 0000.. 1. S�s.t4lnerrt letter of cozrPonn3n;;�, cu.:�ply�ing witl, �'11��'-5's Fd�t�i�m•`2014)��d of no• • t"t�ancial irtt�;r}s t, dated S,7pt,nber 30, 20169 issued by mantifiReturer, signed and":". seak-d by Thumm J. Sows,P.F. .0:00 0 0000 0 ...0000• •��.1JY . 2. �;t.nte:nlent !.otter ono � �rancial interesi dyed 05/28/09., so-i man eturer' ,o 0*00 red irid sealed by Thomas.l. Sotos,P.E. (.'4ubmitted unde?.NOA.No. 1d-07'05.09)...o:- 00. 3. Laboratery comflia.nce tette;for all Test Report3 No. HETI-09.253q,&�,0iss0ued by;• I iq-i:.zr,e Engineering&Testing,Inc.,dated 03/02/09, signed acid sealed brCan*ido ' ' F Font, P.E. (Srrbw r`ed. twt1e,,.1V0A. No. 09-07V6.09) 4. 7:a1 oratory corgrdia ce letter for Test R!,-ports No. HETI-08-2003C, HETI-08- 2004 A: IIETI-093-7,060A 8: B,HETI-08-2061A & B,HETI-08-2062A&B, ;HETI-08-20tr3Ai 8; 1I. HETI-08-20f4A�.�&B, issued by-Rardcane Engineering& Testing- lr:c., dated 03/15!118,1-igned and 3ealec by Candido F.Fcrt, P.E. 07uhmitlec?tinder N0.4No. 08-0825.17) 5. L,.*ora+-ry compliance letter for Test Reports 1\:o. FTL-2987 and FTL-2986, issued by Fenestration Testing, Laboratory, Inc., dat:d 041031/01. ,.rid '}3!27/01, signed and e�'Pd by Luk Antonirs_iiVueredo. PX (.'ubinittc•4'w.,der,V0.A jYo. 01-0406.08) G. OTHEE c-, 1. ofAcccptancc No. 14-09PS.10, -scued to Lawsor Ladustries, Inc. for their Series"SH-7700 (Flange Frame)"Aluminum Sinnlc I uupp Wind.om, —L.M.L", up?)rcved on U/06/1�a.and exp'_ring;on. 12/27/16. manuel Pqxainer E. Product Control NOA No.1 .01 Expiration Date: !December 27,2021 Approval Date- December 15,2016 E- a8' 53.:2Y INSTALLATM ANGORS: WINDOW=LANCE FRAME WIDTH WINDOW FLANGE FRAME WIDTH ANGr INSTALLATION ANCIf"S� WINDOW FLANGE"RPF WIDTH (A)4 MA%.AT FRAME NEA➢ iNSTALLAi[ON ANCHORS CA)4 MAX AT•RPME HEAD CB)NONE PER FRAM_SILL 17 3/d• tA)d MAX.AT FRAME 1$AD 10 1S/iA' (tu NONE PER FRAME SILL -,I 13 3/q• �r O tC)FRAME JAMBS(SEE SHEET a4) O I MAX.O.G IB)NONE PER FRAME SI_L MAX. O.C. Ai CC)FRAME JAMBS(SEE$MEET 04) E S MA%J (C)FRAME JAMBS(SEE SHEET Oq> 6 I A t MA%.O.C. 6• C z 6 BALL CORNERS_ ) -E• M.4X.-TYP. ® to 'rte ALL CORNFRS Mox. D.L.O. W'�d h L A CORNERS �� / 6 r y 9 3/8' O C•� C (1r FF[s..T ti IMAX.A?IJV = Z�- 1z l 8 I n./ i )Mnx.AaovT I E N; h z a o 2 2 I x 7 MF c m ( IT 6' FTING HEmm Ivan 'I 8 W E-' T } } } I^ L._L_'cum TSNG J vIo 5' MFETINt, I L d U (`. -,J-- /_ I SII z I _ ` i� (Zm ly T PeILS� —'r -^--�-„ i i v� 2 B Ill' -YII r: v /e /.c d( } �I' Mnz. of=LOW / i E }< Ic 3.4, I' / / / >` i e c I E MAX I:-LC: yyy'? i EETIN�RAILS ! C A .( F I Yr I `+`ETI..i RAI i!� // Ei I I� � �' I I I I SMEFTI GLROA1li: J.i / I �j( }� x I'4. mil f 11 N.n.. 1 L �) E%i. & INT.FALS_CO_DNI 4]ocl -..._-J --;..4 ._J \._� MIXN11NSt NA FA_SE LIED W/ •-\CJ -- J ARE APPLIED V/ f•. Imo; MIINI,NS ARE APPLIED`✓/ VINCOv BUCK VIC iH WIN ':'!(VITA., J/ >IL Ir ONr 4ND FlP� IJ, O O' W/ S;LICUNE AND ARE - AVPILAD.F A:�OPTIONAL. WINDOW DUGR WIDTH L` i�l avH.:LaB_E 1.LaTtcNAL 46" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION F' I Q I egg • INCLUDES TO EQUAL LITE AND RADIUS HEAD (TJVTTED TO LOADS ON SHEET 4 OF 5) (LIMITED TO L04DS ON SHEET 4 OF 5) (LIMTTED TO LOADS ON SPIFFY 4 OF 5) General Notes: SEF-JES-7700- S_ INGLE HUNG IMPACT WINDOW - FLANGE FRAME !1 THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS - OF THE 2014 FLORIDA BUILDENG CODE 5th EDITION INCLUDING HIGH VRLOCIT'Y HURRICANE INSTALLATION ANCHGRSt- ---� WINDOW FLW.'OE FRAME WIDTH g ':.NE ;HVHZ) AtiD ASTV 1300-wS. TH:S PRODUCT IS IMPACT RESIS'iAnl. ,A) MAX.AT IR-1HE.a, � SHUTTERS NOT RE '81 NONE PER-.- SP.; 13,. °• ( QUIRED) (C%FRAME JAMBS(SEE SHErT 44)\ IMAX D.C. 21 WOOL BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING \ 1 A qCMAxJI b� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQitfRFVFNTS I -J-r i qiY- _ r �I OF 2014 F B C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL CORNERS ° 3) ANC HOFS SECA1: ABOVE AkF. AS PPR TEST UNITS. ANCHORS ON ALT. WINDOYY SIZE_ -FW� Mo D.L.) & :h A..^.E NOTTO EXCEED THESE MAXIMUM SPACINGS ON CENTER (OC) AND AS TABULATED s ON SHEET 4. •c l ANCHOR CCi9DiT10tlS NOT DESCRIBED [N THESE DRAWINGS ARE TO BE P v s/e• =____=d /f �---�^ o f ENGINFEREO ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 11 X..DOo VE o") - TO BE REVIEWED BY BUILDING OFFICIAL. ' ffio �EEiTaG-RAIL B ° o 1 KINDOY/S ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GiAZF, '" TAT LPVU�TED TNSULATFD ;IASS TYPES TABUI4TED HEREIN (SEE SHEET 92). s'MEETING I i e a yp> E.) SEE SHEE1 3 FOR LOCK DETAILS & OPTIONS. ' ^} 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. -.-- 8) f'OR OPLIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. ��-�--•Ol • / 9.) EXT. & INT. FALSE COLONIAL ML'NTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE > x BELDv • �'__*-'-' 'r`•Q- 'j� 10 1 Wr, D SUCKS IN CONTACT WIT7I rnNCRETF, MUST 6E PRESSORF. TREATED AND ANCHORED n,#F.tnG RAIL: • �i'4I :' _. _ aIp� (BY OTHERS), PRIOR TO WINDOW INSTALLATION (SEE SHEET q2 FOR DETAIL & NOTES) ' • •) f. • II '• i Ir'RODUCT RPy(SBD Iv,z� ®°� WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FAC CHAPTER 24, •1 ••• +✓•• • • q I 1 (ervl:gdlvtgw;mgy�Fiuida op a 's.'°"""°'e� SECTION 11.3.3.3. 1;.) APFROVAL APPLIES 'I'G SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. ----- -`)'Ax — - f IhyrmiftDow " j Iyer /✓'° �,®4 ,m 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY AL°PROVED MULLION IN BETWEEN ARE ACCEP'T'ABLE EXT.6 MT.FALSE COLO AL••• • • (• • By BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNi[N$ARE APPLIED W • I • • • !2I25,t-- -� d TO THE ENTIRE MULLED SYSTEM. W/SILICONE AND ARE • • �- v; AVAILABLE AS OPTION! • • • •VINDW BUG•WID1'I•• • • ' 13.) SEE SHEET @ 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. • 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE •• • •EQtt1ARII�'E ELF•V�'=[OA• '�pt.,•�,.• r ',. PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (WMIT�TOL ADS ON SHEET 4 OF 5) `B�p; „r•Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 1/4' TAPCON W/ 1 :/4' 414 S.M.S. W/ 1 1/4• MIN. EMBEDMENT INTO CONC. ALL WOOD BULKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. 6 -0 BE REVIEWED BY BLDG. OFFICIAL (TYP.) 1- NITED GLASS ?T WOOD HOCKS CSEE ELEVATION AT SPEL, 41 (SEE ELEVATION AT SHEET nt 24 POR MAX. FASTENER SPACING) 'P.7 WOOD BUCK NOT BY LAVSON IND. FOR MAX.FASTENER SPACING) �J to m MUS- SUSTAIN IMPOSED LOADS SILICONE COMPOUND z 11/8'MIN. 73 BEDDING LD)6'[IUND DI o 20 1/4' TAPWN W/ 1 1/4- MIN. EMBEDMEN- INTO CCNC. a ^ °I 1/4'MIN ° _ _ I \ ° (SEE ELEVATION AT SHEET pl ~¢m V d o EMF.cv MENT>° ° ______--_ _ 0�D p c °4 FOR MAX.FASTENER SPACING) ° ° e y�� } . I a + a �tw z 1 1/a• M:N. L I` _' ;dva• g N v 721-- -__s -- o O a c hE�h'BED.mE\TI 111 c- - - v — MBE DHCNT Ga �_ �_ 1 Vfl' [N. 'mow 3 P: f u r —} « e' FOLE L'ISi ANLL P' RIMETEP. _AULK%G I. 6) 1 a 2 Q r i6 1S1_Icw_ EXT. CRADE O y`l EXTERIORCo E- -::SIVE t BECCIN;C��PLUND CAULK— l I ,I v Z EXTERIOR GRADC- ¢ C7' O >FRMETER CAULKIr:E LAMINATED G'_ASS - - .—V".7Dv FR°wE-=:DTM ISI.« 24 11 MINI NI- SMS W/ 1 I/4' 1IiNy Cr]I O DG= C:s-w.,-f �M' ) FMe.DM NT T: v❑ —L ,;_y WINDOW INSTALLATION NOTn5 m' ` ¢ INTERIOR (sEr. ELEVAl1CN Af SREE e f� _ r 0 o z a n=ET;NG FOR wPx.FASTENER Sia ING) I TFC WINDOW FR ME FLANGE. TIT BE BALK-BEDDED W/ AN EXT ¢ RAILS—� 18 I ! GRAJE CAU'_K THRUUGHO'JT THE ENTIRE PERIMETEP JF FLANGE �� C EXTERIOR EXT °PARE �� EXT. ,RACE BY WINDOW INSTALLER (TVP) �! C a ,.AJL; yy CAULK c. THF EXFOSED EXT. 'Pt-RIMETER OF THE WINDOW FPAME TO 4 p W _ O 1 +i4•M:N i 3E SEALEQ W/ AN APPROVED EXTERIOR GKALE GAULK F A I " BY OTHERS (TYP.)19l ` -_ _ -� A IIIr__ WHEN T;p C42 ECHFEN-fr. WINDOW FRAVE AND THF Pt%-F OR �� 1� `�- J ( — 'IASCNRY IS Lao.. :FAN 1/3•. SHIMS ARF. NOT KEQUISED �,z W 1a ANCHORS NOTE: I 28 ANC.1 rt. JL «,L Brio n WD. SC-o wJ it,i u wuJu, um m 1/4 TAP [IN, or APPROVED CLING FASTENERS INTI CONE, Tl\ I W*T'A H MIt I1'JM fl' 1 1/4' PENETRATION INT] 7? C'JNC :REFER I❑ I_G/•.D TABL'_S A; SP--ET c f_F 5 EIIR I QUP.NTITIES RFQUTRED) y O wi olY�i� 25 ol i6 21 al s mI oc fi 28 °e „ 4 EXTERIOR GRADE U .2 iBl • •so 000 • • • • • • • PERIMETER CAULKING -- 2 1/4' MAX, ----- Y • • •• • • • • • `,A6,`U19Co7ps O SHIM • •• • • • • ••• • e 1 e TYP • • • • • • • • • � m e0�Cj ��Pr SBF •• ••• •• • • • •• FI*CI&f;CF REVISED g-z, ,`O.°''��•''.,/g,�� dins«YICro�(teMith tfm fiiaida e�a� b •°i9®s v w NiD e4 • ••• • • • • �d I d r`; ; A °Q EXT. ! • • • • • • • • • • o1 } CAULK • • • • • • • • NNdRc( ;'KPe'N q • • • • • • • •• • • ' 1 1 BY OR 2 BY • •• • • • • • • A, WOOD BUCK ••• • • ••• ••• • or 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *-.! R14 SM.S.V/ 1 1/4• MIN.EMBEDMENT INTO WOOD. 24 ISEE ELEVATION AT SHEET PI 26 Ff.'R M4X.FASTENER SPADING) - �-�N, CO2 �r i6 m x, INTERIOR 6 6 aGNE OPTIINNS' INTERIOR FINISH -"^' p O .zV CORNING 899NOT H•LAVSOV IN]USTRIES.4NC.\ . ...."'"MDINDIIVA 4a1BPC NGE137 t �.S �;��. O Q.,HNEE-MDREHEAD 973t BE ED BEHINC EMCO SPECTRL 2 M Ll M [� r TING Di PrH \\\ 2 O LAMINATED CLASS COMPOSITION TYPF. 2 [7.- 7p "Anuca cT� _i l`:� o� vt 2 T..f Ill DESf.R r DETAIL��L4MIIESLIIIPTION! ° /Jrjl ~ ry - - _ 3 4 M e ao _ B ANN-ALE]LPSS- _ .. - `v. .. . \ -_ -= Z i B' `.L n - BARRIE, \ -y-- L l,_JI F 1 0 o a I�9 7�E b a,D E RoorP�F1 \ ,, 1 Lr1CK l LATCdI-AND S{V EPS OPTiO\S m s a � as' — --� - I I BOT.1 "XTRUDFD ALTTINUM .AND PLASTIC LIFT HANDLE [,] ✓� o LA INA`ED rL4S9_ C MIw 10N - TYPE 3 -- - ---- \, \ ( ----_=---I LcI.,S ARE QUA?;FIED FOR USE 014 ALL WINDOaS I z E Q 1'CE!( c -.DescRT r C-�h nRa�L iuN ITF DESCRIPTION I 2. BOTH CIF, CAST AND NYLON CAM LOCKS ARE QUALIFIED r EALED c�As j i .-�:-� FOR USE ON ALL WINDOWS. I B ANN [I 9u 1.,INTER AYFR I=L�,R_ �SE .. c'L. , 'v p --� „J LT• _ t' XTF.R[OR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ¢ z L3- ANNEALED f0.SS -._._ V FXT.GRADE PER- ER LAVSGNE ➢NOUSTR/ES', '1!y TO I J `7 C3 5 HAPc_IED BY OTHERS -_ -_,_LAMINATED GLASS COMPOSITION -TYPE 4 r� �� TAMB crrR.> ~ �ITEM 1 CLASS OFSCRtPTi°� I DEIN. ILALIINATE DESCRIPIION m` •W� A : t/8 VNCA.CO ULASS N I i — F STUCCO gVER METAL LATH NAILEL Tft IIA z � EXTERIOR GRADE METAL LAD SHEATHING ' /�ul I rl7 e D U PLASTIC INTER EP. { K ° I T7 BE SP ) f,7C I z W L¢'� A�rCn.(rR.l ECIFIED BY ARCHITECT OR GC. 1 _I 3 1:e'AMNEALE➢GLASS AYERI gR FINISH BY OTHERS) � (/N y -- - - ---- NOT BY LAVSCN INDUSTRIES,IND C I I ], zz WOOD FRAME INSTALLAT[ON DETAIL IPI I o LAMINATED GLASS COMPOSITION - TYPES IN rn ITEW f.G.CS DEBCRIPTI I (��,I DETAILVAfINdTR DESCRIPTION ALUMINUM MU LION F1 a I 1 O ;l R K f EK,T —5 I l t-- I n _ 1 - GEE NU'. X 314' :;.7.5 - 5-t MILLION AFr f:CVA.�.C3 VVYy(T I[s] _-Jr.Ns— I _ Al,rE rva.,Y : i I •6. ..cLAYFR _ _ c aJ „Q,4 V'JLL101 TYPE 5[-A!E Lln? vLAi HEAD PHi_LIv$ •..�l:tJ TYtG. SIF AN,- NAY. J A �O'i�`1 :ESIGN PRESSURE MITA.CNS. / TSrr cLE VA TION AND DES GN.PRESSURE-IMITAIIONS. � •[si],I'I PAI-STRENCHTFNED GLASS 1.V J t ` ----- (ALUM '].�,$"U.N R. 9__ DIN, ^ABLE FUR OJANTIT'• iNTFRIOR NOTE' THE LOW'R FR-JSL:RFS 0=SIM1G',F IJ � I° ANG AS.EN--R III AC ING) HI1NC WINDOW JR MJLL SHALL LOVEKN -- - h'l7TE 'HE LUNER PRESSURFS OF SINGLE 1 _1%4. MAX. I I 20 I-UNC WINDTIw OH MULL SHALL GOVERN SHIM m g u sqs x /a g aG - 1 - INTERIOR SEE ELEV. FOR SIACII.G f slucaYE rl,Ns w DDV•^CRMO 899 SCHNEE-S RCTRUC S'JI 24 TREMCO SPECTRUM 2 I • X asaD•�----j ! ( NOTE: A GLAZING rf—I r, 57 EC R ---- • 11 _ AL1 E IN GNTAG" 4 m n a --- - I _ �•- -- ALUM O AF PAINT 0 PLATED. _ 4) L _ INSULATED IAMIYATEi; GLASS COMPOSITION TYPE 6 1 L `J} ,p z-AESTEEL Ru`y uRF 76 X91 M'.N e , z. z I ITER PESCRIPTID. >'E,", MRaTE r. 1 t t I/[Y HEAT-STRENGHTENED G SS { v E (ter _L ��v A1.V THICK - CDaB") g 0090 PLASTIC DUI AYER ® I EXTERIOR PtRME7ER—' - e)Alun„NI,M 6'-L'-IS MIN c'd v j y I E2 EI wlNDew FRAME (ALUM. 0.078 MIN -HICK.) PO q 3 t/B•HCAf-STRENGHi ENE➢GLASS p' l�' I SEALANT EXTERIOR TjC 3 23 a 1/A'INSULATED AIR SPACE _-_ �1{ FOTACIIE P`/3 by EXTERIOR GRADE I 1 -'-}X--,x.--Inc.I PERIMEI£R CAULKING 5 t/B'ANNEALEDCu.AS$ FRAMF. MULLTNTG�ftAIL• ••-'AAAA 9�FRliCTURE ATTACHMENT DETAIL • • •• • •i� • 'ee`�easeeaaeroee _ INSULATED LAMINATED GLASS COMPOSITION TYPE_7 • •• • • • • ••• • ,v0 t' • • • • • • • • • — — R °° g .., ,SSf •, [IT:M CUSS DEBCRIPTIM: I DETAIL - %zp°! o°,•° p9 .[f•gyp f !LA4INATF DESCRIPTION •• ••• •• • • • •• PR•OlvciCY 2G 4'ISFi6 IES+ ./� I :!8•ANNEALED GLASS _ --_-1 A4 tYTDI•'ybn b/i&to B I �z V��y�• Ire i%`e`<C 2 O.C90•PLASTIC 14rER_AYER ��41,_ -__® 7I IT SAFLEX PVH by 0ti�S °�HTA �y '•�•^ •C7 i 't '/A•ANNEAL.E]L"SS �.' _ _ _ 1 I I< • $fTt-- Ens:mR Cnexn.ca /•04{4 INSULATED AW SPACE �' J :�• • • •DANNEALEsass 10 a o- • • • • • • • • • • ItQ�=A,6 m • • N. • • • • •• • s GLAZING DETAILS AND OPTIONS .•• • • ••• ••• • 'moi,®�` ••° :yea-,5>° E tras+eFacs+"° 4 • • • • • • • • • • ••• • 0 • 000 • • P DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF9-EQUAL LITE WINDOWS 0 +/•Pressures(Psf) # +/-Pressures(Pso y �• WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type c p 4 WIDTH HEIGHT Anchors 4 5 6 ��\\ p 19.125 50.625 60.0 60.0 80.0 ` WIDTH HEIGHT Anchors 2 3 4 6 6 7 19.125 26 80.0 80.0 80.0 80.0 80.0 00.0 t9 rn 0 800 26.5 50.625 6 -_-60-0 - J -BO.Q 880.0.. ,- '� I 6 ao_0 - 80.0 0.0 80 0 97.0 80.0 42 5_37 0.625 625 60 0 - 80 0 80 0- \!\\ h 46 26 -- - 0 48 1_ ff _50.625 _ J 0 80.0 60.G 80.0 coo _ 80.0 _ L19.125 I 59 I_ 60 l n�� RC n --- - 53.12 SO.b25 o[, aG,O _ 80 G \\ o3.125 2^ 80. - M e a -- 0 80.0 60.0_ 80.01 800 8U.0 }4" 237ce 5 _ 59 I 6 CC60. 3L' C _ 80.0 19.-25 ,F,375 � 80.0 � 00 0 _ � 60.0__ SQ C' 40.0 80.0 z - V 26, - 38.3'0 --G _ 80.0 30.0 80.0--- 80.0 ---- EO 0 w tx f 42_ 59 & 6G G 80.(' 80.D I 37 38.375 4 I 80.0 80.0 6D.0 80.0 t30.0 800 ° ICF --_L_ A- 6c, I _ II!- ', I 38.3'.5 `r 800 _B_0.0 60.Q 800 80.0 60.p_ i S? J o a8 59 h� ) n _ 80.0 T _ 3.125 S9 _ oG'i dU.O 80.0 I�a5 38.3'5 B0.0_-� 80.0 60.0 80.0 80.0 - oo^117-1 0 19.125 _- 63 _r i 1 °C C 80.E I I, I -3 5 383'5 �_&O.G I 80.0 60.0 Boo 80.0 80.E I C 4 30.0 so 0 80.0 0 0 26.5 63 hC i - L-- 00-0- SO.0 1037 5 50625 6 I 80.0 ao.o 0.0 - 800 - 60.0 l 80.0 8C�0 8.0-�- I 37 63 6 -o[, 80 G I, / a ' - -- 42 }- - 63 oC.7 ---- I d0 0 aO.G i �I 262 50.625 80.0 }I�80.0 60.01 80.0 80.0 80.0 vl ^ G a 4 25 B3-- k 60.3__ RO 0 80.0 0 80.0 -- 800 80.0 a 8 50 �_ -- --L ' 80.0 53- -_I -_- F __-.--8 63 CJ Cn y v - .. 534'25 50.625 80.E 80.0 50.0 80.0 80.0 [ EO.0 ��,! W 3 19.125 74?5 f BG.O 8G.i' 26.5 EC O.0 8 I y'y�� o L71--- 37 7425 8 6!' 0 30.0 8U.0 119. 2�_ S. I 80.E 80.0 60.0 80.0 80.0_I_ 80-0 42 f-7-4-2" 6 C n gn,n 80.r+ ®' I 26.5 I 69 � 80.0 ----T-60.0 80.0 80.0 80.0 __ 37 59 80.0 8_0.0 60. _ 0 80.0 80.0 80.0 19 125 I - 78 60.^ 80.0 80.0 It, - C•' V p 26.5__ 78 8 6C-0 80.0 --80.0 ;;:i L-.42 s9 80.0 80.0 6_0.0 80.0 80.0 80.0 37 78 55 0 _780.0 80_9.0 79 o I 4a 59 80.0 80.0 _ - - 60.0 0 4 ( rNu 42 I - 78 I I I 53.125 59 I 00.0 80.0 - - - 80.0 i U �c Vii- i P- r c VIEN l ��i: II 19."25 j 62 130.0 _80.0 50.0..-.I 800 90.0 SD.O 1� ¢2 At 1CIT (. 'F "LAI AIMCOW„W/4N ENT, - Cd -_ _ 26.5 63 _ 80.0 80.0 60.0 60.0 80 0 1 80 0 z i/n/: II I _ W L- [�iesaures(per 'i/il'' _� � 37 63 5 60.0 _ 80.0 _ 60.0 I 60.0 80 0 80 0 TlP:� GIS fvn^ C?la^ac TYPe - --'-- I 42 63 AOC 800 I gnn I 8Q..0 o�C -� -_ ' WIDTH HEIGHT Anchors 4 5 6 48 63 ao 0 80.0 80.0 a - --ho- - --- I 19.125 I 59 60.0 8n 0 gn -3. zs s3 80.0 80.0 80.0 y - - ---- -- ------ - ' 8oC 800 60" _ - - -- - I l 19. zs 7a. aQ 3 80.0 eD o P a g 26.5 59 0f 0 80.0 80.0 265 74.26 80.0- - a0.o - BOA 6D.0 80-0 6)0 , 37 - 54-- - 66.0 - - -30.0 80. i _ -- - - i_.' I' I 3; 74.25 8 80.0 80.0 - - - 80.0 42 59 60.0 8-0 0 80.0 42 74.25 80.0 90.0 80.0 f ---- 48 59 60.0 80.0 80.0 43 74.25 80.0 80.0 e0.0 m 0 0 _ :3.125 59 60.0 _ 8n 0 80.0 - o3.12s 74.25 7a.c 77.0 80.Q w 19.125 7E 80.0 80.0 60.0 80.0 800 80.0 19.125 63 60.17 80.0 80.0 �II i I_�,__ _ %'�✓/ 26.5 7a aQ.D 80.n- 60.o aQ.o oG-J a0.o EI N s z ' 26.5 63 601.0 801.0_ E0 0 I, U __ 37 76 8 80.0 80.0 87.0 3/63 60.0 5uU 80.0 - - `g ---- 6 42 78 79.0 79.0 79.0 42 I 63 60.0 80.0 80.0 g --�-- _ I 43 78 71.0 71.0 - - - 71,0 6 a z 4E 60601.1 3",.0 90.3A:i R0 Eu 53.125 63 60.0 80.0 80.0 CONFIGURATIONS •+• ••i i � ••• � i ••• em�^�°9��r4�u�r�rP` '9.125 74.25 - 60.0 80.0 80.0 UN-EQUAL LITE • • • • • • �eC,5hrs,� I l.F:Ul.t ttEvtSU I H� 26.5 74.25 60.0 80.0 80.0 •• ••v��i•� �%� • �� ° f I�w� � . -,� \� i.. L-`ging wiUt tf�E(oridfl 37 74.25 8 60.0 80.0 80.0 IH \ \ I t•+g Code 42� 74.25_ 60.0 80.0 80 0 53.125 L74.25 60.0 80.0 80.0 - - ,�,(( 4414-19.125 78 60.0 80.0 80.0 i/Uri • �•• `•\ \� ALamt� 26.5 78 8 60.0 80.0 80.0 a • • • • • • 37 78 60.0 80.0 80.0 000 • • • d y��ki * ,9b ` B 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EDIIAL LIT o i' or • • • • • • • • • • • •• •• • • • •• •• i s FRAM', HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O O F---1.094-r-I FRAME TOP CORNER ITEM # PART g READ. DESCRIPTION REMARKS C O 9 1 _-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM C Z 2 -7BC2 1 FI.N FRAME SILL _ 6033 T6 ALUM'NUM .0 3 O 500 C62 i \ -�\, 9 L-7873 2 FM =RAME ,1AME 6063-T6 ALUMINUM m6 2283 \� 4 1 704 t FP M C^ !CC tJG RATI 6063-T6 41 IJNINUM a dj X o eaa ,r r �1� \` - 7 u Ral_ 606G-TF ALt7h,IN 1M m o 6 AlUMINUN 7 a t _ R4[L 6053 T6 A U IN_M_ z_ ° �` :F z -z6G: v, j ll 9 7703 IAS REQ t a 3'8' SCG3 TS 4.I_Iniih IM �w O I�I I� Itar tica,. -- - - -- _ ..cz+. 9 c 004 QAC RECP,7R4M 4ScrNuf I IrPEWS 108 X Sin °.H PHI_LIoS G]f o FRAME S;". FRAMGIA" E I.-77n? _ I r o7 ria y I '1 AS PEG- Bt -4 __ 2 I <1 1 ]7"s'nS REQ AL 1d'a p i Va' GIA. B k7 33 RIP 18 T,c.23F _1' r - �.AS RED"! :N AI WFAI aEFSrRJI I.!R7•x 35, li_ 909f'SEr ..I F'N AL ",-A-,,�P.STRI �.187•K.31C _- �--, -4 dil -L_0/1 - R� ",P.-LGLA 4D SIVL-NSU'AT D t^53 XT5 PILF PADS Rcu^. Cl AZ'a� Ra _ .; �� .I �� tiaesnc_ ��' -. 1 - 7..3 17 1 SASH BAL,aNC CAM/GUILE C? X V_NT) II I ! �_ ?725 j 2 1Ri�.L �[NYL SASH ST]F �i2 % rRarL) OI a 20 L-7727 2 BL7C�I. TACKLE BALANCE 3S: Bnlcnre Systers �~ F ILLLSSSS ll - 11 r L-7539 2 {I VENT-LIFT ATCH 16043-TS 4LUM!N_H I AT r"�II � l V1 ISE, 5LA. NL NHI R i. IE2-- K RAIL VENT BOTTOM RAIL ®FRWE St 7y-�;� I -' ISS Lc d L -- UE SEE GLAZING fA[:S f - 7� VENT JAM' HAIL �T -- - ! +_ , u ��✓ CT) 2 f 26 IHC Orb-1 �VEN_ SWrFP LATCH �MBL BE 11 NY 17N nI of ml 20 IHT—n-11� ? PE` -1 F'7AM C4I{K iSC_F A�1ES`VE o� r IgJ 4 1 2 Iolx' 23 L-7730 1 -hEDUCi ?CP CORNS SM-SSC4 AS RED'D I..DI»r SEALANT SM-5504 e ; '-IT 32 IAS REG D PERIME-7- AF.RYLIC C4ULK![7SI PGL YS�AMCF4I_-__ 1 I � cl aI zI i. 'IT 3 RAl \ $I�•�\�f'�i __ VENT TOP RAIL ''VENT SPRING LATCH GL�ZO BRAD ^LAZING BEAD GI.+,ZING READ �I I a L-7539 L-7711 IL 4204 --- a •• •• • • • • • •• l9tM1lOIP ® `i' 1 6 1 7 I '` • ••• • • • • • I I 1��p6 � ld'A��egdr —.062 I BOBJ-TS dalY1NUJ (6003-T9 AU:YINUY) l 9398-Ts as:'muY PRODUCI REVISSD nz �:•••••••••,•, pg • • • • • • • • �� ® - 1 95p 11 r pip I I� I i ld, i1th/the F{(ride � G,� 4 _. 1111 I UE �/��.\� 'tCCG�`y1tcL pl: i �sr L___ftT 4 I Ll \_/ PENT BOTTOM RATI_ • ••• • • • • 1• ' l By o- f VENT BOTTOM CORNER • • • • • • • • e • r.. I -773�-I 7J3� • • • • • • • • M� PfadYc! -'7 .698 - 466-- • • • • • • •• • • �O• ,mos%i'•'•• t u uY1YpY 1 FRAME & SASH CORNER DEAt • ••• •• •• ••• ° w • • • • • • • • • • a ' MIAMI•DADE MIAMI-DARE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is. determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- . 0000.. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Slidinge'Viudow--sLavel. • APPROVAL DOCUMENT: Drawing No.L8700-0901,titled"HS-8700 Horizont4l'Rdnilig Flantt l4pact 00 00" Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated*62AI)717, prepared by 0000 manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-715ade Cour. ..Froduct 0000 00:00• Control Revision stamp with the Notice of Acceptance number and expiration d§T.jay the MiM6Dade 0... County Product Control Section. ' .. .. 0000 0000.6 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant :Do:*: • LABELING: Each unit shall bear a permanent label with the manufacturer's name oro logo,�ii ;state, :0 0"0 series, and following statement: "Miami-Dade County Product Control Approved",•y491 othery�je goted ;09 herein. 0.: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.14-0908.14 and consists of this page I and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0222.14 MLAM14 ADE COUNTY Expiration Date: April 02 2022.14 • t — Approval Date: April 13,2017 IVI r° Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and 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.HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F.Font,P.E..... (Submitted under NOA No. 11-0705.10) . . .... ...... 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading peg V13C TAS P03-94 .• along with marked-up drawings and installation diagram of•$•apecimet'is of an...... aluminum horizontal sliding window, XOX (1/4-1/2-IP4'"Ond 1/3-1/3-1/3):....: configuration, prepared by Hurricane Engineering & Testing,•l�1�ci:Test Rgp®li No.,••••• HETI-10-3047, HETI-10-3053,HETI-10-3057, HETI-10-3130,J"TI-loaZ23 and..%.• HET-10-3225,dated 03/23/11, signed and sealed by Candido A-'opt,P.E. •••• ••••:- (Submitted under NOA No. 11-0 705.10) ..."' 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 ' :•••:• •" 2)Cyclic Wind Pressure Loading per FBC,TA;•?0'l-p4 �, ;••••; along with marked-up drawings and installation diagram of an aluminum ho%Zntal 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.HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-070S.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc.,Test Report No. HETI-10-3251,dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. `�� 6w,&3Ah, (Submitted under NOA No. 11-0 705.10) 1'' Conanu 1 Perez,P.E. Product olExaminer NOA No.17-0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmTmD) 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 2411 3.2.1,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. HETI-08-2033,HETI-08-20341 HETI-08-2035,HETI-08-2036,HETI-08-2037,HETI-08-2038,HETI-08-2116A and HETI-08-2116B,dated 02/28/08,signed and sealed by Candido F. Font,P.E. (Submitted ander 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 so** 4)Large Missile Impact Test per FBC,TAS 201-94. 0.0 0.0 5)Cyclic Wind Pressure Loading per FBC,TA6 ia3:94 ••• • 6)Forced Entry Test,per FBC 24113.2.1,TAS 2W-94 0 0 .. 0000.. along with marked-up drawings and installation diagram of 8 specimens of an • :•••• aluminum horizontal sliding window,XO configuration,prepaWi.,i-FenestUtigq ..0.0 Testing Laboratory,Inc.,Test Reports No. FTL-3097,FTL-309"d FI'L-3364, 66669 ' dated 12/06/01, 12/11/01 and 01/28/02,respectively,all signed que&sealed'gy iAA ....•- Antonio Figueredo,P.E. """ ' o 00 (Submitted under NOA No. 02-0227.05) 0 00 0 0•• 0000.. .. . 0000.. . ... C. CALCULATIONS 0• 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/- ,expiring on 07/04/18. MapTeT116rez,P.E. Product Cntro xaminer NOA o.17-0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with the FBC 5th Edition(2014),dated February 16,2017,issued,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No.HETI-10-3047,HETI-10-3048, HETI-10-3049,HETI-10-30491,HETI-10-3050,HETI-10-3051,HETI-10-3052B, HETI-10-3053,HETI-10-3056,HETI-10-3057,NETT-10-3130,HETI-10-3131, HETI-10-3223,HETI-10-3224,HET-10-3225 and HETI-10-3226,all issued by Hurricane Engineering&Testing,Inc.,dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. 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. 0090 (Submitted under NOA No. 11-0705.10) • . . 0000 0000.9 5. Laboratory compliance letter for Test Reports No.HETI-08-2633,IIETI-98-4914, •, HETI-08-2035,HETI-08-2036,HETI-08-2037,HETI-08-2038;RETI-08•-21Itu and HETI-08-2116B,issued by Hurricane Engineering&Testing,*Eric.,dat;d* . ;•••• 01/15/08 through 02/28/08,all signed and sealed by Candido F'Fpii,t'P.E. 9..•.: 0000. (Submitted under NOA No. 09-0706.05) 000000 0000 00000 6. Laboratory compliance letter for Test Reports No.FTL-3097,F'E4098 elt�••• ••••;• FTL-3364,all issued by Fenestration Testing Laboratory, Ine.,9'ft=1:l2/06/01,' '. 12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Agueredo,PiE-• ;• (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co roi E miner NOA 0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-3 A Al A At General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE C O REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING ,y o O 2 HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT 'o m y �1; IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M to 01 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING :5 E o // \�• �� o RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS d 'o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. os.. LL C D // E E �\ D \\ U 3.) ANCHORS SHOWN ON SHEET 2 OF IO ARE AS PER TEST UNITS. ANCHORS ON m o e ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3"� y w z i V (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z�Z a ty S B ' B B7 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o 0 2 Z B ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. m i a 9� . CX X05.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES j u of REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. TABULATED HEREIN (SEE SHEETS 86, 7, or 8), AND FOR USE WITH DOUBLE GLAZE Z Z o LAMINATED INSULATED GLASS TYPES TABULATED HEREIN SE 2) FOR VERTICAL CROSS-SECTION DETAILS"A, Al. B. &BI' REFER TO SHEET 83 (SEE SHEETS 88, 7 or 8). j a 3) FOR HORIZONTAL CROSS-SECTION DETAILS"C, D.&E"REFER TO SHEET 84 S.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 30FT. < 0 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Ix z O 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. .4 F A Al 8.) SEE SHEET 9 FOR GLASS TYPES. ZH 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. a p w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. c a w \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. W C p p 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. or 9. r+ C x a 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE F O 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED e E4 D (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 83, 4 & 5 FOR DETAILS N' g & NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER Q It r 24 SECTION 11.3.3.3. VVV Q rti B BI I5.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 'I_1 Z 16.) SEE SHEET# 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. '�" 17,) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED OX X -Equal. Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT $ NOTES. THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE gg T) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FOR VERTICAL cRosS-seC17oN DETAILS "A,Al. B, & Bt'REFER TO SHEET 83 18J ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE m S y 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D,& E'REFER TO SHEET #5 1. OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. y c 3 y 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A AI o q 2i 2i 01 a & ED E •• ••• • • • • • •• 6 B 81 • •• • • • • ••• • •• ••• •• • • • •• XQX - Un-Equal Lite (i/4-i/2-1 4 2JDUyingwiCT SED as cerreplyins wuG We Flwldn � NOTES: 0.1 mg Code ^�m?1 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • ••• • • • • _ AxaVto-nce No 7f .0-219.74F 7�.•,�- - 7 2) FOR VERTICAL CROSS-SECTION DETAILS "A,Al. B. & Bl"REFER TO SHEET 83 • • • • • • • • • • Bac''gtiw�0ete 3) FOR HORIZONTAL CROSS-SECTION DETAILS-D. & E" REFER TO SHEET @5 • • • • • • • • ��' 4j REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • • • • • • •• • • Dr • •• • • • • • • Mtmcd de Aodw - I a�ee SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW .•. • • .•. ••• • d - w APPROVED ELEVATIONS c a • • • • .• ••• • • • • . • . . TEST UNIT SIZE: ill"X 63" >1M - 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74'X 63" 74.OVERALL FRAME WIDTH INSTALLATIONFASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS- 73' INTERIOR FRAME WIDTH y ., {AJ 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)6 AT FRAME HEAD TWO ADDITIONAL ANCHORS C (14 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED aT MEETING RAIU (e AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O FOt UNITS WITH DP ABOVE (B)8 AT EA. FRAME SILL FOR UNITS WITH OP ABOVE O Q (B) 10 AT EA. FRAME SILL A A I /-70PSF t4 TOTAL> _ S. (6 AT FRAME SILL IF DP ABOVE 70.0) A A 1 °/-70PSF t4 TOTAL) O Q z (14 AT FRAME SILL IF DP ABOVE 70.0) �' g• tp 1.7 1 tL378" (C)5 AT EA. FRAME JAMB 4• y r (Cj SAT EA. FRAME dANH 1 ac —I 4• r—t4'—1 4 1/2 -+- (—Is' ,�m y (— Q.C.) -SEE GENERAL NOTE B3&B4. flax.O.c) 1 •SEE GENERAL NOTE B3& B4. (anx.O.C. < U o ( (TYPRAL AT (rrPICAL u w o'� Q d o Lam) ''aLL CORN06) {{ T O N Z .3 N w M x.D .O.wdt M '�D.L.O. ' h I Mai D.L. .dth 3 LL n < '" [:7 =243 B #i 143 p t y o ,R _ �"--__",.� 13 1/a•0.L. 1! fi7 2 _ l I3 1/4•D.C. Z� i E /� __=i /"' g // 1/a•0.C. E // n '.L--�� -n DL. m 3 n=. � Cti�. U O a _____ic.v7 13 1/4'O.C. ¢ ,} _-- ------ ==D ]3 I/a•OC. "`] O Vl // > z > z > ;I o z 'B t3;/a• B 131 Y 13 /4.O.G a r4 68 N ANCHOR NOTES: \ / EXT.&INT.FAfASE COLCNIAL ANCHOR r�TES: O a 1.SAME ANCHOR SPACING A7 HEAD 6 SILL\�J/ MUNTFNS ARE A PLLEEUU V/ 1.SAME ANLNOR SPACING AT HEAD 6 SILL ExT.B INT.FuC COLONIAL irk V 2.TWO ADDITIONAL ANCHORS REQUIRED V/SILICONE AND ARE 2.TVO ADDITIONAL Sp ANCHORS REQUIRED MAINTIMS aRE APPLIED V/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH W/SILICONE AND ARE {Q On DP ABOVE+73PSF/-]SASE t4 TOTAL) DP ABOVE+/- 70PSF t4 TQTAU AVAILABLE AS OPTIONAL. T- 7(0X" WINDOW EQUAL LITE Z rR "XO" WINDOW EQUAL LITE e VERTICAL CROSS-SESECTI DETAILS'A,Al.B,6 RI'AT SHEET 43 A �•• TEST UNIT SIZE 111"X 83" 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,6 E'AT SHEET OS NATES; ( "OX" REVERSED lll' OVERALL FRAM WIDTH 1.SEE VERT!CAL CROSS-SECTION DETAILS'A,Al,B,6 BI'AT SHEET 03 INSTALLATION FASTENERS * 2.SEE HORIZONTAL CROSS-SECIIUN DETAILS•C.D,6 E-AT SHEET 04 N (A) 10 AT FRAME HEAD 110' INTERIOR PRAMS WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al FOR URITSAN(THEDP AgVES (14 AT FRAME SILL IF DP ABOVE 70.0) y��"�-- /-701SF<4 TOTAL) 6' SERIES-8700 HORIZONTAL SLIDING WINDOW r (C)5 AT EA. FRAME JAMB �yAQI',za.j( �i<'�-^ �Max1 zo.c� " ISEE GENERAL NOTE B3& B4. �—I ..__ {—_-_ FLANGE FRAME ELEVATIONS L.M.I.- d uT5 (TYPtCk AT 9 'ALL CORNERS) Mo=. D.LD.wd Moe. D.L.O.�ftlth 33 _!{___--- `A 13 1/4.OC. c ✓ Cg N O W E A 13 1/4.OO J • • �/ • r�3 •4•1ft z , __f, e • • • • ••• iz • • • • PRODUCT REVISED '1 111. VV 5' a6 ild* ymB wiW T�Fbt§PB ll—= i• • Buildi.9 Caine RNCI-mR NOTES. • • ;• • • '-i- • • • 4 SAME ANCHOR SPACING AT HEA➢6 SILL illi.&•:T.FALSE•OLCOIALMUNTINS ARE• • • L°NDIPAtI®()It&¢ 2.TWO ADDITIONAL ANCHORS REOUIREO AT APPLlE V/SIIjCON=AlARE lVA1lAjLE •• • • o " � MEETING RAILS FOR UNITS WITH D? AS OPT • • • • • • By ABOVE-70PSF/ - 75PSF w TUTAL) '7(0X" WINDOW - UN- AL C 1 EL • ••• ••• • MiORMt -- a+'° `• � 04 I,SENIITC VERIZON'AL OSS- SEECT13 ON TAILS-A,Al.DETAS RB .BAS AT SHEETEET 13 +®B��8aB0ii Dt.3eB�ay4 4 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCDN W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 I/4' MIN. EMBEDMENT INTD (DNC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WpOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BF. SPECIFIED By ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 42 " FOR MAX. FASTENER SPACING) f4l & TO BE REVIEWED BY BLDG. OFFICIAI (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) C 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o O 1 1/I MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED EDGE DISTANCEBY THE GLAZING SYSTEM A n m yp v MIN. 0dNQ- d6 d2X 1' MIN. z r y z p >n EDGE ANCE I z C �vL DO f lL .Z„ O z MAX, y� EXTERIOR GRADE 1 1/4' 12 S1/4HIM'SPACE M1� 2X (uw.ryp. D.) .-.7 PERIMETER CAULKING cryP.J if2Y p 5 x O 04 1 v 0 Zm V3 7 1 T 5 EXT.GRADE PERIMETER 1/4'MAX. a O 74 16 6 CAULKING NDT BY SHIM SPACE (� -LAWSON INDUSTRIES', ,y� 0 TO BE APPLIED BY OTHERS CTYP,) UI C (TYP.) NW O U W ? GD CLEAR SILICONE ADHESIVE EXTERIOR v • _ = BEDDING COMPOUND INTERIOR v~ g _ = EXTERIOR 34 INTERIOR �TE "1 x ALTERNDETAIL gg§ i X u LAMINATED GLASS " C a f „w.0 33 i 4 „ a WOOD FRAME INSTALLATION DETAIL e m 3 14 6 � 3 a 27 WINDOW INSTALLATION NOTES: 2 € �' z Z 3 I. THF WINDOW FRAME FLANGE TD BE BACK-BEDDED W/ AN EXT, r g j I 2O GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE k n 2S SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) YS c _ $' APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME i0 gg BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK $ ix SEE CHARTS ON o w m m u 2 SHEETS #4, #S, & 46. BY OTHERS (TYP.J iRjq _ J III •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26I I III MASONRY IS LESS THAN 1/B", SHIMS ARE NOT REQUIRED. z a g5gg 3 Ijl 26 10 9 32 13 �Ij � O — 1 ANCHORS NOTE: EXTERIOR • • •� • ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR PERIMETER GRADE EXT. GRA(!E • • 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PERIMETER CAULKING -- `-... _. CAULK • • ---- WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • • • CONIC. (REFER TO LOAD TABLES FOR QUANTIT_ES REQUIRED) m' ° e ° A 1/4'MAX. ••d ° • • • 4 A• •1P4•MAX. j .te7 SHIM SPACE SHIM SPACE (TIP.) ° (TYP-) PRODUCT REVISED aiql d -1 V4' MIN. A -1 I/4' MIN. afAyiogw80ffiFWdg EMBEEMBEDMENT A euildaCoda t , \ft _ • Apt=e M d ftpoti md '• pate "7 1 d ° •, • • ° o• • • ° 4 , EIDE DISIAMCE•• • •• • • kap .Daft PmdmA OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX' c • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .a 1. AL{. WD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS S. TO HE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON h a � O INDUSTRIES) MUST SUSTAIN LOADS IMPOSED c Q �d a I INTERIOR FINISH BY THE GLAZING SYSTEM q z (BY OTHERS) O .PT. WOOD BUCKS N d L) A. 21 23 LAMINATED GLASS o O v -4 o o rc.. q Q. a �, m O m I/A•naX. 33 SILICONE ADHESIVE 1/4MAX. " g J q) ¢ a14 S.M.S. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND MIN. EMBEDMENT INTO WOOD. (TYP.) SHIMSPACEA (SEE ELEVATION AT SHEET a2 `. 7 17 34 INTERIOR 3 b w z c Z FOR MAX. FASTENER SPACING) 2X 5 27 ' n i m g o 1/4' TAPCON W/ '. 1/4' z o MIM. EMBEDMENT INTO CONC. EM ENT ENT -____-____- ----_-__ (SEE ELEVATION AT SHEET a2 Z z n FOR MAX. FASTENER SPACING) Z r- O LMILEDGE ----- --'--- --- U �. Q U ,6 z DISTANCE ,7 - ------- _-_ __ ___-= 1 1/4' MIN. r+ Z <fKE<{1{{[{<{<l<f ________ EMBEDMENT' N .9 E JJ ' ' 1 1/8' MIN. In 0 `Z EXTERIOR WALL FINISH EDGE DISTANCE c4 = Q BY OTHERS (TYP.) �/"\� 4 A �i 4 O p ( jr' ) 4 EXTERIOR 18 ' �/ EXT. ,^,RADE CD ywj to STUCCO OVER METAL LATH NAILED TO D CAULK ° Z a�1 g EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER O � 0 i; x y0. $${ TO BE SPECIE[ED 8� ARCHITECT OR G.C. CAULKING NOT BY O !�aJ z (EXTERIOR FINISH BY OTHERS) -0BE'LAWSON INDUSTRIES•. ``�� gg NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS '73• MAX. � �"� (TY P —WINDOW FRAME BUCK WIDTH----- ----------------------------- 74' ----'-------'------------74' MAX. gpS o WINDOW FRAME 'LANGE WIDTH "XO" WINDOW EQUAL LITE s -, ( "OX" REVERSED ) r 0 WINDOW INSTALLATION NOTES: $ v' 30 31 iq a w 8 8 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. p z z _ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE m Q BY WINDOW INSTALLER (TYP.) ¢ Z 2. THE EXPUSLD EXT. PERIMETER OF THE W;NDOW FRAME TO a ° BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS(TYP.) 22 29 •• ••• • • • • • •• • WHEN TRIP CAP BETYIlEN•fHB/WINDOW FBMM10AN•THE BUCK OR rj MASONRY MESS TilgI1/8.119HIMe AIIE IAOT REQWIRED. 0 ANCHORii•I� • • s • • • • • Tom• •• • • • •• ANCHORS TO BE a12 SMS OR WD. SCREWS INTO WOOD, OR .'- - o LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PRODUCT REVISED 0 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR w camplyins wi&the Fksiida 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REWERS"LOAD TABLES FIR QUANTIT•ES RE•UIRED DinldmBCodc r( o ,. • LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. • • • • • • • • • • AetepimxaNW •0 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED • • • • • f • •• ! • FOR USE ON ALL WINDOWS. • •• • • • • • • By Pe r °°^`°w•��q' I 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 000 • • ••• 000 • Mu+ Inde PraBee( "as�jo ,�,,c w 0 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i3 # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) PT. WOOD BUCKS c z o CLEAR SILICONE ADHESIVE a, p va'MAx. 21 22 2.3 34 BEDDING COMPOUND LAMINATED G,ASS a „��m h `; c a SHIM SPACE 1/4'MAX. M E.. 0 o^ (TYPJ 33 EXTERIOR SHIM SPACE a a< V U (TYP.) 7 17 5 27 30 31 ° oM e z MIN EMBEDME T/INTO CONC. Z i c 0 -(SEE ELEVATION AT SHEET #2 0 o p z 14 12 �x FOR MAX. FASTENER SPACING) �.Q i 4 O 1_- _---"-- -- - 5 U a o --- - z 16 d a z ro MIN. O a MBEDM 7 17 g 18 _____ _ _ EMBEDMEN Q Ix o ------ ------------------- o a 1 1/8' MIN. U ti 6 U ---- -' EDGE DISTANCE p. c N 4 J/ 1 O w EXT. GRADE \�L/ EXCC.AU RLK e a .6(Hy q CAULK C) co % §§$ WINDOW FRAME BUCK WIDTH Q p WINDOW FRAME F-ANGE WIDTH--- --- ~ "XOX" WINDOW EQUAL AND UN-EQUAL LITE m � o WINDOW INSTALLATION_NOTES: 1 THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. u GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE § BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS(TYPJ • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR z a MASONRY IS LESS TfIAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR •• ••• • • • • • •• ' 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • • • • • • • • • WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • •• • • • • • -- CONC. (REFER TO LOAD TABLES FUR QUANTITIES REQUIRED) • •• • • • • ••• • PRODUCT REVLSBD • •r• • • • • tTuilding Coda • • • • • • • • • • n Tsps�� ' °�`=)'• ••• •• • ••• ••• • ••• ••• femYi Prudoc(- °'9 OI a B078 401 �aye�®� B F a n ••• • • • • ••w • • • • • • • • • • • • A•• ••• •• • • • •• •• . • • ••• • • DESIGN LOAD CAPACITY PS8-OX or XO WINDOWS # # +/-Pressures FSI s WINDOW Jamb H&S Glass T "A' •2 "B" "2 Gla Glass T ss T "C" *2 Glass T "D" '2 Glass T e"E" `3 Glass T "P 3 $ a WIDTH HEIGHT Anchors Anchors +psf -psf +psf +pst I -psf +psf -psf +psf -psf +psf -wt ° z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M m x E-- 36- p o 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 y o v 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m& Z a o 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o v 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z r a z 24 36 3 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 o z° o z o 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ;z d e .1c 8 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N a 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z :01 o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 +` 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 00 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 z H 60 48 4 6 1 65.0 65.0 65.0 65.0 70.0 70.0. 70.0 70.0 80.0 80.0 80.0 80.0 ®� z 5 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 .80.0 N 4 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 r U) o ae 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 1 x 48 6D 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 8 w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 P v r q 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - Ul j co 26.5 26 1 3 4 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 25 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 70.0 80.0 80.0 80.0 80.0 74 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 26.5 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 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 80.0 rg 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 v 5 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " g$ 53.125 50.625 5 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 74 50.625 5 8 65.0 .0 65.0 70.0 .0 70.0 70.0 0.0 80.0 80.0 80.0 a 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 = z z 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ° '8 :a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 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 " 26.5 63 6 4 65.0 1 65.0 65.0 65.0 ?W • • *70. 9 R.Q 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 1 65.0 65.0 65.0 1 •70.0 • eA1 .D 'I:_LO.1 070.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 1 65.0 65.0 65.0 1 70-0 • •10.6 • • 4%% 9 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 1 65.0 65.0 65.0 .65.0 • • 70.9 - - - - - - vrg �7 Notes * I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. aseamp7yngwlth 2J STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Building Code \� s3w (WINDOWS WITH CLASS TYPES 'A, B. C, & D") A�eptaa>mtJo J 20 SILL RISER - OPTIONAL �c4 • • • rations \ APPLIED WITH SILICONE _ 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • �/j • • � •� i FOR DP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. (+80.0 DP MAX.) i ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • �� • • i1i Dade Ih '-' w 1 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • C= • • dJ • • • i� a®®36dC' ea''�g '=71 4.) WINDOWS WITH GLASS TYPES "A, C, OR G' INSTALLED ABOVE 3OFT. •• 436 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, nx q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Life 1/4-1/2-1/4 +/-Pressures s y FRAME SIZE #Jamb #H&S Glass Type"B" '2 Glass Type"C" '2 Glass T s"D" "2 Glass Ty e"E" "3 Glass Ty e"F" '3 G lass Type"G" '2 0 WIDTH HEIGHT Anchors Anchors +Psf I -psf +pSf -osf +psf -psf +Psf -psf +psf -PSIF +DO -osf Q o o z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' E- 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 H o ¢ o ; oz D m n 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 o 2 R0- 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 _75._0 75.0 52.0 52.0 65.0 75.0 3 n y c 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o c cwy 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c c z 94 Z co 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 2 a w F o 96 36 3 10 70.0 75,0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z g 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 a 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e " 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �Z Z3 F 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 + 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a N 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r-U)) o (x q4 84 60 5 8 52.052.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75:0 2.0 a o 96 60 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " aZ 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F o 74 26 3 7 80.0 80.0 80.0 80,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U m c 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.01] rn 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 z 74 63 5 7 -52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 38.375 4 9 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 ` a 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 y 106.25 26 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g ig 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 uw 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2o Z i 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a as 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.075.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 111 58 5 11 52.0 52.0 5. 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 1 63 1 5 11 52.0 52.0 • 65.0 • • 15.% ♦6 .0 75.0 52.0 52.0 65.0 75.0 • • • • PRODU • • • • • • uildiog Code W :". Notes I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. •• ♦•• •• ♦• =<"MM Dut. o - 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D-) BY ♦"'} d a. 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • •A(/' • '//' '//�'• M' pedeP/ \20 SILL RISER - OPTIONAL APPLIED 6WITH SILICONE (WINDOWS WITH GLASS TYPES 'E, & F') AND +80.0 DP MAX. • •// • /�a ♦�/• i 1 FOR DP ABOVE +70.0 PSF - = ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SIL, ON •• ♦ • • • �\ 2 (+80.0 DP PAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) ♦ `� • • • •� i Bd °°"° i Ei 4.) WINDOWS WITH GLASS TYPOS "A, C. OR G" INSTALLED ABOVE 30FT. ••• � � �®!!tl/teos ®� F IN THE HVHZ, THE I.G. EXTERIOR LJTE SHALL BE TEMPERED. a XOX - M=K%uaL t Lte Q • •• •• • • • •• •• DESIGN LOAD CAPACITY(PSF9-XOX WINDOWS with Equal Lite(113-113-113) +1-Pressures(PA FRAME SIZE #Jamb #H&S Glass Type"IT' (*2) Glass Type"C' (*2) Glass Type"D" {*2)1 Glass Type"E" (*3) Glass Type"F"(*3) Glass Type"G" {*2) c z WIDTH I HEIGHT Anchors Anchors +psf -psf +psr -psf +psf -psf +psf -psf +psf -psf +psf .psfM y i; a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' 3 E^ 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 R W 90 7 m 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° ,� 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z W o c x 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 5Z0 65.0 75.0 0'o z -4 z vi 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m °_ z ae .z p 0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0x 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 Z 3 E 84 60 5 9 - - 52.0 52.0 65.0 75,0 65.0 75.0 52.0 52.0 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 52:0 65.0 75.0 s Ul 53:125 38.375 4 6 80.0 80.0 80.0 801.0 65.0 75.0 65.0 _ 75.0 52.0 52.0 65.0 75.0 C/)" o 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 IC j o 53.125 58 5 6 - - 52.0 52:0 65.0 75:0 65.0 7510 52.0 . 52.0 65.0 75.0 F 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 5 co 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 p x 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 z a 74 .50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S o 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 "'a 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 W y 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m o 0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 : 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 • • 2.4 :640. 75.0 52.0 52.0 65.0 75.0 • OLUCT REVISED •• •• • • • • mdii.s Code FtG6fde NOt@S * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. cceptenca Na/ '�� •�¢ „ ,�`,`t 4� 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOWo (WINDOWS WITH GLASS TYPES -A. B, C. & D") �� `\� �� y SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • '\\' \ti '/�-i DadeProEect I APPLIED WITH SILICONE m (WINDOWS WITH CLASS TYPES "E, & F") AND +80.0 DP MAX. \• • • �� • i FOR DP ABOVE +70.0 PSF me ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • •• • • • i �I C+80.0 DP MAX.) •° ,�- WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • � • • • • �� ° 01 4.) WINDOWS WITH GLASS TYPES -A. C. OR G" INSTALLED ABOVE 30FT. *06 ••• Ul°°° "ii ad I IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal Lite 6 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 • n R 12 X 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ! 33 19 _ ALUMINUM MULLION FLAT HEAD,PHILLIPS. In SEE MULLION APPROVALS FOR {SEE ELEvanoN ar SHEEr B2 ITEM 9 PART If REQD. DESCRIPTION REMARKS C 34 MULLION TYPE.SIZE AND MAX. % § FOR AB.TS FOR SPACING ANp C gyp -_' 'SILICONE tBTIDNS•, DESIGN PRESSURE LIMITATIONS DP TABLES FDR OUANTI TY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM _--= Dp-CORNING 899 (ALUM.0.078-MIN. THICK) ---- m C SCKREE-KORENEAD 5731 2 L-8701 I FRAME SILL 6063-TG ALUMINUM TREMM SPECTRUM 2 °j 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM GLAZING NOTE:THE LOWER PRESSURES OF M o GLAZING DEPTN THE WINDOW OR MULL SHALL GOVERN NTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM j/1 G V R• OC o LAMINATED GLASS.COMPOSITION -TYPE R _ 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM F m IT'EN GIA88 DL9CFIV170N Olrl'AIL LAYD)ATE DBSCRIMGM W p N L 6 L-7707 1 VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM 4 Mo, 1 1/8'ANNEALED GLASS T ____ _ ____ 2 aD90 PLasnc NTLAA TR n Eeae XwRby cw 7 L-8703 I FRAME VENT JAMB 6463-T6 ALUMINUM Z g .. c 3 t/e'ANNEALED Q.ASs ) aper 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Z 9 L-8702 1 FRAME SILL TRACK 6063-TS ALUMINUM W Y a �• (sa R1 IAMLNATED CLASS COMPOSITION - TYPED _ ________ I 1TSY GLASS DEHCRN770N DETAS LdIDNATB Ol�9CRIPTION --'-_- n �� (( IO L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM CS ' c ------- �I �) ---------------- II L-7708 AS REO'D. GLAZING BEAD C 3/8' ) 6063-TS ALUMINUM j _ /� I 1/8'HEAT-STRENGHTENED GLASS ''' BUTACITE PVR try ----- Z ,-1 O 2 D090•PLASTIC 1xTE:tt.AYat _ -- __-�w,rnrny Anerkn.Inc 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS R8 X 3/4' PN. PHILLIPS "'• '.7 n 3 I/6'HEAT-SrRENGHTENED GLASS naea FF LEX PERIERIORMETER GRADE---/ WINDOW FRAME 13 F$-040 AS RECD. INSTALLATION SCREWS DI4 SMS F.H./PHIL. J O 1�7 PERIMETER CAULKING — CYe CA LAMINATED GLASS COMPOSITION -TYPE E EXTERIOR 14 L-7531 AS REO'D. VINYL BULB 1/4• D[A. BlD_3 (3033 z rreM clwss DrscslPrlon +" p DLTAD LAMWATE DVStRIPfI (� FRAME MULLING DETAIL IS PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP 1BT■ x.230 h U y Q )4iAT-STRENGNTENED GLASS �li' SAF'LEX PVD \•••� 16 PWS-005 AS REO-D. FIN SEAL VEATHERSTRIP .187' r x.350'h 2 a090•PLASTIC INtERLaYC3 - >_-=-_._!_. EAsbmn CHeM a1 cw 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP ;.187• ■ x.310' h ~ p. 3 1/8'HEAT-STRENGHTENEC GLASS B3•r JJJ 18 L-7711 AS RECD. GLAZING BEAD( INSULATED) 6063-T5 ALUMINUM LAMINATED CLASS COMPOSITION-TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE R GLAZING BEAD .187'■ K .150'h (y•�N MULLION TYPE,SIZE AND MAX. IILI� q O Cl&1 mess DSBCIOrnoN DETAO. IaMINATs DYBCAIP'fION DESIGN PRESSURE LMITATIONS. 20 L-8706 AS RECD. SILL RISER ADAPTER 6063-TS ALUM.- OPTIONAL %" a I t/8•ANNEALED GLASS -�(" NOTE:THE LOWER PRESSURES OF IILCN". ']I-'DUTACIrE Pve by THE WINDOW OR MULL SHALL GOVERN- 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM W � C7 2 0.090•PLASTIC INTERLAYER KVrarny anarkn.Inc Z 3 I/9•ANNEALED GLASS + ®-4am 1/4' MAX. ® 17 S.D.S.X t I/4'L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON C' i• N i$4 _ SHIM (SEE ELEVATION AT SHEET BT 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL j INTERIOR FOR MAX.FASTENER SPACING) Z U 19 18 -$--� 24 ■ 2 SILL/JAMB JOINT GASKET 1716'CLOSED CELL FOAM Q 25 FS-041 2 SILL RAIL ASSEMBLY SCREW f8 X 2 1/4• PN./PHIL. Q -- 34 _ _ __ 26.1 HC-044-1 2 WEEP FLAP 8 BAFFLE • )H w •SILumvE DPTIarS• 26E HC- 1 X VEER OPEN CELL FOAM PAD 1/2•X 112•%2•L. OOv CORNING 899 27 HC-040-1 1 2 SASH ROLLER f HOUSING e- - — SCwuEE-NOREHEAD 5731 33 0.001 TREKCG SPECTRIPe 2 28 HC-026-1 I 1 SCREEN FRAME 6 MESH • - yy o GL AZINO DEPTHQ.R INSULATED LAMINATED CLASS COMPOSITION TYPE A 29 • 1 .ATTACHMENT SCREW RLL IP fB X_5/8• S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLDN 3 I70A GLASS DESCBIP790N &IIAIILAMINATE DESCRIPTIONL15=_ m ve•MOlEAD GLA5531 HC-059-1 2 VENT SWEEP LATCH DIE CAST METALJ L W,NDOW FRAME NOTE:2 aD90'PLASTIC INTERLAYER +�•• PERIMETCR 32 L-8830 % Anchor FRRME SILL ANCHOR CLIP 6063-75 ALUM[NtRIFFSAFLEX PC SEALANT 1.ALL STEEL IN CONTACT WITH 3 1/8'INSULATE CLASS EnsGmn DheNanl cwEXTERIOR ALUM.TO BE PAINTED OR P:ATED. 2 LAMINATED GLASS See Dtaes BL.K of sheet 94 1/4'INSIAATED AIR SPACE '- 2. METAL STRUCTURES: 34 • AS RED'D. GLAZING SILICONE See Detafis P L.H.cP sheet 9 19 t/8'ANNEALED GLASS<■) :.X A)STEEL Fy o 36 K51 MIN. 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM o i '•' v INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 GA MIN.THICK-0.0-81 ,. z z 3)ALUMINUM : 6063-T5 MIN. 36 SM-5504 AS REQ'D. JOINT SEALANT - rrEM OMH49 DESCEIPTION DETAD. IdTmn 08ti:ND71ON • y n� (A-UM.0.078-MIN.THICK) 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK CSI POLYSEAMSEAL ? Eg 1 I/8'ANNEALED GLASS _O=-L m U g 2 ILOW PLASTIC DITERLAYER E1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/8'ANNEALED CLASS --__ BUiaC(TE PVB by K.maray Am�kn,Lac. 4 1/4•INSULATED AIR SPACE -- -�� •• ••• • • • • • •• y1� )`I4°�< 8 S I/e'ANNEALED GLASS<.) I. ! • ••• • • • • • ,i••. • INSULATED LAMINATED GLASS COMPOSITION TYPE C • •• • • • • ••• •• -,'. d ,= • IT= CLMDd D£SCRMON DETAIL LAMINATE DESCRIPTION •• ••• ••• ••• • • • , ". - I VW HEAT-STRD047MB GLASS _1 •• PRODUCT"VISED �'' c•1VL- 2 0.09W PLASTIC INTERLATER1 T © Lr S WIding)-W911tIf6 FIWTaD f � t� ,t«{ T.r-T s •. 3 1/8'HEAT-STRENOiTENEO GLASS - _ _ Kurarny Anvrko,Inc. AjJ0'�k /9y"yJ O k- • 4 1/4'INSULATED AIR SPACE - • ••• • • • OCe,PtAtt� (.'(,. •e j 0) y 9 1/6•ANNEALED GLASS 1•) _ Iu.c e'y,-••J • • • • 000 • • • • O �l m WINDOWS WITH GLASS TYPES•A,C,DR G'INSTALLED ABOVE 301T_ • • • • • • • • • • • • • • • •• • • NAD I PTOBsC9. a ,� IN THE HVHZ,THE I.G.EXTERN LITE SHALL RE TEMPERED- • •• • • • • 0.0 • D. tic lot e I ••• • GLAZING DETAILS AND OPTIONS • ••• ••• • o • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • C FRAME HEAD FRAME FIXED JAMB SILL TRACK F&WE JAMR O L-7703 —�—{ L-7701 L-8702 `z 1 I 3 FRAME TOP CORNER c o z .062 n wj N .T,tO r a U 1�3 N p Ip Q O PA gµ O C (LN 2 1II O1 p N 2 ..S 4 v SILL RETAINING CLIP s 3iC a ,062 L-8705 T`7 Z W o C,y in FRAME NEAR p O Z C Q �"j VENT TOP RAIL u99 FRAME JAMB C�a7 p FRAME SILL FRAME-VENT JAMB Z a c L�8701 L-8703 u66 b6z a \J 0 < a o --- 3 FRAME BOTTOM CORNER d VENT TOP CORNER FRAME uEETINC RAIL ®Ir O 2.374 VENT SPRING LATCH '� fpAW SIL y Qr LV .Ofi2 d62. L-7539 .062 tL 0 c O 0 & (B* 1 vENr JAIIR RAIL w C x O m 0 04 VENT LOCK RAIL Eb83 H b98 ' .750 VENT INTERLOCK RAIL FIXED MEETING RAIL Q C L-7705 L-7704 VENT TOP/BOTTOM RAIL OL-7707 5 O O FRAME SILL / MEETING RAIL w go J7G2 O VENT BOTTOM RAIL + FRAME SILL a' 1 o n L375 l!�NT BOTTOM CORNER 2062 D76 � ro �o � n `m FRAME & SASH CORNER ASSEMBLY DETAILSg . . .• . . . . . . VENT JAMB RAIL SILL ANCHOR CLIP •• • • • ` • • rLDRIK• 19ht!.1 L-7708 L-8830 •• CbAZINO BEAD • D o4c*Qil® r, O6L•770I • • • 08 • 8 32 GLAZING BEAD • • • • • • • L-7708 •• •�$ •• • •� •• _, gIy F"4 11 '� PRODUCi'REVISFJ) ej 00 as complyhTg wiiAtue 6lwtde Bry u5p -�- • •• • I uilding Code t:Jgd .662 ,� . • •. httquoFhl •Q 2.I Q-. '� eso • �°� • mss• . . exp T stiou Dine . • . 2.794 • • . .• . . ey ,. 123S -.773 A50 ,� . y69 E a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 4 MIAMI•DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPAR'T'MENT 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.miamidade.eov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 831#56 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product,0o trol Section that this product or material fails to meet the requirements of the applicable 13uildibg code.•••• •••••• This product is approved as described herein, and has been designed to comply w•iN the*Floridl $diZdingas 0 • • Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 9200"Ontswing Aluminum Casement Window—L.M.I.... . � ;••••; APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Ou;WMk-Impac•t•CasOment •• •• Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated IMP14, V?V� qd. by ••••• manufacturer.signed and sealed by Thomas J. Sotos,P.E., bearing the Miami-Dade tonntty Prodi!WControl "••;• Revision stamp with the Notice of Acceptance number and Expiration date by the Mrrami-D�de County 0. Product Control Section. •00000 •..• MISSILE IMPACTRATING:Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cit;, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.20 rtwhao l N t Expiration Date: March 04,2019 Approval Date: November 27,2014 t't Pagel c Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No.L3200-0801, Sheets 1 through 07 of 07,titled"Series: 3200 Outswing Impact Casement a7ineow", dated 07/27.108, with revision"C"dated 08/25/14, prepared by.manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2>Air Infiltration Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10fQ$,jigned..... and sealed by Candido F. Font,P.E. (Submitted unIeANDA#08.1020.08) .- 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 209 94 9 2)Cyclic Wind Pressure Loading per FBC,TAS'2031'94 • along with marked-up drawings and installation diagram of a,s;des 3200.outswing' aluminum casement window, X configuration, w/5/l&',� Lam. *glass,,:,*• w/PVB laminate by DuPont, Test Report No.'s HETI-08-2AD9J►B" 1HET141&2100,600.00 BET'I-08-21 OIJIETI-08-2102B,HETI-08-2097BHETI-08-2103P IIETI-08.2104, • IIETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-T131B;.W9 dated•••••• 07/10/08 signed and sealed by Candido F. Font P.E. *00 0 (Submitted under NOA #08-1020.08) •. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, Ire-pared by m,mufac;turer, dated 10/01/0F and 01/30/09, signed and sealed by Thomas . Sotos,P.F. !Submitted under previous NOA #12-0127:21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Sentn-Glas@ interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dat /11/13,ex firing on 12/11/16. Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E- 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflez 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. 0009 (Submitted under previous NO.4 No. 12-0127.21) •0*•0• **see* 4. Statement letter of no financial interest, dated 10/01/08, signed aid sealed by Thpmas • J. Sotos, P. E. 000:00 '••' • 0000•• (Submitted under.NOA No. 08-1020.08) ...... 5. Laboratory compliance letter for Test Reports Noss OHETI-08.2099A,' • dated 07,/10/08 HETI--08-.2102A, dated 07/10/08 Hl TLQ$-2097,Q. •dated":". 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-21.3tAq'dated.021f0/08,,,,,,• HETI--08-2099B, dated 07/10/08, HETI-08-2100, dated 07�[Vpft HETI-08-2101, .' dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-210213, dat4Lpgi10/08....... I-IETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07;IQ/.O HETI-08-2104,....; dated 07/10/087 HETI-08-2105, dated 07/10/08, HETI48-2106, dated'0-71j0/08, RETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering .�.Testing,Inc., signed and sealed by Candido F.Font,P.E. (Submitted undie,,-ar fvia.:rs NOAI No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswin- Aluminum Casement Window -- L.M.I., approved on 03/06/14 and expiring on 03/04!19. Jaime D.fiasco ,P.E. Product Control Section Supervisor NOA No.14-0908,20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 s ANCHORS, 12 1 2' (A) 3 AT FRAME HEAD (uAx.O.C.) <C) 3 AT FRAME SILL A A1� C ANCHOR CLUSTER ANCHOR CLUSTER <D) 5 AT EA, FRAME JAMB (MM•)qTT(TYPICAL ANCHORS, "FE DETAIL #4 AT ANCHORS: SEE EETAIL #4 AT 11 COR ) SHEET 7 OF 7 SHEET 7 OF 1 (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) <A> 6 AT FRAME HEAD (FRAME SILL TYPICAL) MAX.) <C) 6 AT FRAME SILL C) 6 AT FRAME SILL 4 AT EA. FRAME JAMB 8� (TYPICAL (D) 4 AT EA. FRAME JAMB' A Al • (TYPICAL !( pLL 38 A2 ( sl 38 (MAX.(WCORNERS) N „� 36 ti ; Waxy D.L.o., ,1n ' it i•. (� � ;I (MAX. 30�5 6" o �I o a� /= Ws�t •%/i% a � El Dl L d'LL d I I::— acketdat V`• f N N M Q J o r an d 9pen- v (h Q J O Y 134 DD Ji Bl EXT.6 INT.FALSE COLONIAL-f6�j 25'O�MAX__.)__� 8` (MAX. I3 ( L4L •� 25'O.C.(WAX.) It'8' Nyt, x80 frromk nd.et e' ( .) B (W�NL4'1 0 25'0 A!A)C.MUNTINS ARE APPLIED V/ 37' . p. at all Fixed 74• V/SILICONE AND ARE WINDOW FRAME WIDTH-�� WINDOW FRAME WIDTH Lite Comers) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION EXT.6 INT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) NLINTINS ARE APPLIED V/ V/SILICONE AND ARE I AVAILABLE AS OPTIONAL SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOF: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUDDING OFFICIAL. WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PROD'J<'TREVLS;:D ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND a cmr,y; ?w i site Flanda TO BE REVIEWED BY BUILDING OFFICIAL Bat te3Cods �O8•/70 5:} SEE SHEET y3 FOR HII.L OF MATERIALS AND DETAILS. •• 000 • • • • • •• 8.j SEE SHEET g5 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR .. a MAX. DESIGN PRESSURES. •• •• ••• • • ••• •• t'7..ID,'.'r,i;, :s n;c1t<:t C'arsol 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • • • • (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL & NOTES) • �W �� $V9DIERR, A Rarieea to Comply w/2010 FBC WS ON 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO ,•'81:, :/:8822h/,)'),;' 8501 N.W.90 ST. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT'S -'"� •;--.'- ', e.Reneaal arM Revleton I.sheet 5&e of 7 MEDLEY,FLORDIA 33166 OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 • 55i2G <` `p C. PH No,(305)898-8660 9.)EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE •.. C.Fold to w 2014 FBC 1"MWACTUPAR OF QUALM ALUkW=VVMWS AIM CLASS DOORS • • • • • • n,ao tloam tame ear nos aweyww sa.t+nn/v�o ram sel is A-s: •.'_ SOJ FRAME SILI,ANCHOR CLIPS TO BE MRncrmRD FROM THE INSIDE EDGE OF THE WINDOW FRAME • • • r q1 200 -01 AND TO BE LOCATED WITHIN A +/- 1/2'TOLERANCE. ,.�:�• _.�- �I=• o oieYi� Series: 3200 Outswin Impact Casement Window TOTAL OF ANCHORS.REQUIRED AT SRI TO BE THE SAME AS FRAME "EAD. g P SIJ SEE SHEET 4 OF IO FOR FLANGE PERIMETER CAULK/INSTALLATION DETAD.. •• �'; • -�_' =� �• N•&RA7.D naw x/14 GFNF'Ret. NOTES & APPROVED ELEVATIONS (X, XX, XO Or OX) 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE ed 4;?.��T;,X1'.,4`' a wmn soak tromet xy�wmn..: wem<ew mm.: sru.c DATE__r •.i <F`. �® C cvENl32ao-O6NaA-o1 L3200-0801 1 oI+7 ••• • to•a.•�"-.:r- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 5/32' ALL P.T. WOCD BUCKS 1 5/32' 14 S.M.S. or WD. SCREW W/ 1/4' TAPCINS W/ EDGE # ENGINEERED SEPARATELY 1 1/4' MIN, WOOD EMBED 1 5/32' 'T EMBED TANNCE DISTANCE BLDG OF71CIA_ (TY ,--ALL WOOD BUCKS P., 43 ENGINEERED SEPARATELY 1 1/4' MIN. CONC. & TO BE REVIEWED DIS E o. EMBEDMENT 47 43 STUCCO & TO BE REVIEWED (BY OTHERS)-CO *%� `-. H BLDG, OFFICIAL (TYP.) STUCCO METAL LATH 43 _0T STUCCO �Bl' HER-) ST (BY OTHERS) ....... 47 1a• 50 47 (MIN. (MIN.EMBED.) -2X WOOD BUCK ANCHORED TO CONC. 1/4 MAX. TO 13E P.T. (TYP.) SHIM SPACE PERIM. CAULKING B" OTHERS 15 17 (TYP., 1 EXTERIOR GRADE17 X WOOD BUCK <TYP., 17 PERIMETER CAULKING 1/4'MAX. 15 BY OTHERSI ALL WOOD FRAMING SHIM SPACE (TYP.) ENGINEERED SEPARATELY 24 1 15 1 & TO BE REVIEWED i(Al) BLDG. OFFICIAL (TYP.) 22 23 17 11 16 16 16 0A I--@ if 18 85 T; if 21 u) i 12 16 48 49f : J INTERIOR -�TERIOR INTERIOR EXTERIORi. EXTERIOR INTERIOR 14 51 If 14 51 13 13 GLASS if > if 12 16 48 13 <' 12 16 48 if i� re a if ii 49 18 42 > ❑> 28 if 30 ii r 6 2 25 21 18 21 ii 16 16 16 OB 24 2717 40 17 (B 2 11 17 18 40 115 @ 10— 9 10 29 10 1/4' MAX. 1 17 17 17 SHIM SPACE /4' MAX EXT. GRADE SHIM EXT GRADE 5 PERIM, CAUl PERIM CAULKING f TYP.) (TYP.) 23 26 ,, '�-e 22 2X WOOD BUCK K (TYP.) 1 1 4' N.EMBED.) STUCCO— 5 EXT. GRADE 50 e�1�4 , IZ PERIM CAULKING(BY OTHERS) 4 (MI G A (TYP.)' 44 c .a4 1X or D. BUCK 2X METAL LATH, STUCCO P.T. 2 3/4'EDGE DISTANCE 2 3/4'EDGE DISTANCE AND EXTERIOR GRADE 02 3/'6ME•OISTNNCED •4111so • SHEATHING (BY OTHERS) - . a - - 00 TK tv'agw M.=.--v" 2010 FS0 8501 N.W.90 ST. •WHEN THE GAP BETWEEN LA WSON MEDLEY, FLORIDA 33166 M THE WINDOW FRAME AND THE BUCK OR B.R—I-d RvI.Ito ihot 5&6 of 7 _ 'cNa.(305)696-5660 MASONRY is T THAN 1/8,SHIMS ARE NOT REQUIRED. (XII _TS'rl=plME5. INC.ll�Tc:%I C R,&.d to ./2014 FBC MANUFACMU OF QUAUTY AWAMVM WMOWS IAS MASS DOM 'ED 1�C=Ylp�c.,.— In-fifi—#.1� ANCHORS NOTE: -,I*"!N' • o 0 0 0 KNOW 3200 W.40A 08-01 ANCHORS TO BE *12 SMS OR WD SCREWS INTO WOOD OR 1/4' TARCONS or APPROVED CONC, FASTENERS INTO CONC. 4DF-0go 017/L7/09 Series: 3200 Outswing Impact Casement Window WITH A MINIMLIA OF 1 1/4' PENETRATION INTO WOOD OR l.•kII-�- VERUCAL CROSS-SECTIONS, DETAILS & NOTES N.F.RAZO 08/28/14 CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) D L3200-0801 2 OF 7 STUCCO OVERALL FRAME WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH 3 ,5 18 7 8 18 15 9 AYLIGHT WIDTH 39 $ 7 18 15 50 a. 21 12 16 4812 16 48 21 4 v 13 13 - W GLASS 1 « GLASS W1 43 149 _ .. _ �°. '43 NN g r FIXED CENT -- - j OPERABLE VENT s 1/4'v I —I , 4. I4 51 — -- 51 14. ° TAPCENI (MI . MSEC.) 18 18 1$ 111111111111 (MIN. eMBED.) 0 INTERIOR 42 ? v 47 " 47 17 �1 ,7 ,6 16 �q 17 16 ,7 ,7 ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY -s & TO BE REVIEWED & TD BE REVIEWED BY BLDG. OFFICIAL (TYP.) STUCCO BLDG. OFFICIAL (TYR) / P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS (BY OTHERS) OVERALL FRAME WIDTH---- ___-------- tie•MAX. PERIMETER CAULKING OVERALL VENT WIDTH SHIM SPACE PERIMETER CAULKING 15 18 7 38 DAYLIGHT WIDTH 8 37 ,g 15 3 3 15 18 8 3 39 0 EXTERIOR 36 21 EXTERIOR 21 12 16 48 21 12 16 48 v 13 GLASS v 33 34 m > 43 ° 43 v 43. ° GLASS 35 OPERABLE VEN11/4' I,TAPCON 14 51 1/4' ° (MIN. D.; - TAPCON 14 51 v 18 18 1$ 7 7 i4" �� INTERIOR I 1/4' (MIN.EMbED.) (MIN'EMLEO,) 35 2 2 21 v 'F �42 42 41 21 47 47 v 47 11 D 1 O INTERIOR ° 17 17 16 16 17 ° 17 17 16 .IJDU( REVISED V41 ww�.(�7�� ALL WOOD BUCKS •is w kpi.ry ab hnFbnda n^ I( s+s+sl D 32 0. ENGINEERED SEPARATELY '-ildi 08.20 TO BE REVIEWED '�•�� I'-- "I'a _ /9 • ••• • • • • •• BLDG. OFFICIAL (TYP.) • 31 • •i i i i s•e •• ,;, Ox a I'mbu Concol • y LA S =� A.Ravlaed�to C..Ply 2010 FBC 8501 N.W.90 5T. +WHEN THE(TAP BETWEEN 1/-. S WINDOW FRAME AND THE HULK 4R �`:�: ' ♦ •.��"'•;. S.R—I and Ravtelon to shoat 5&6 of 7 ON MEDLEY, FLORIDA 33168 MASONRY IS I.E99 THAN 1/8'. 9FOM.4 ARE NOT REQUIRED. h 52125 DLTSTR ES, INC. PH No.(305)898-8660 • vii • • •: C. svlsetl Com a 2014 FOC dfdMFlG97IRSR OF 4VAUff ALUAaNM(IMMF$AND GUS&DOORS ANCHORS NOTE: •" T1t• • i • • • • o m c� ae 1 w+a am ms swrw/ream ta.n ne�08- a k �.R, • ;CI,` OA ASSEII9LY YtoV00W 3200 LCNOA 1 ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD. OR _ 1=•t Ute. �: • sow n.o.�v 1/4' TAPCDNS or APPROVED CONC, FASTENERS INTO CONC.. • k>�� '• �tr,� N. 07/87/08 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR • • "'0194 Mao R•4VBw HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CCNC. (REFER T7 LOAD TABLES FOR QUANTITIES REQUIRED) �' MaoDa/Zany .a<. sew.b„toner seats: Aroawr sye,..,ee Mwder. D.mulep MmDe.: seer DATE_ `-.A > C crsEMD+T32oo aaNOA-o1 L3200-0801 3 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM 9 DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM #DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 LII-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 1.II-115 1 FRAME SILL 6063-TB ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LII-115 i 2 FRAME JAMB-HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4- PH SMS 4 L-3002 UI-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 UI-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL-HINGE SIDE 6063-TG ALUMINUM 47 L-3007 i -194 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-30D4 1_II-119 2 VENT S.DE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-301'9 150 .AS READ. GLAZING BEAD - 7/16° 6063-T5 ALUMINUM 9 L-3003 LII-116 I AS REO'D. IN-POST 6063-TE ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/ FH./PHIL SDS 10 L-3006 ^UI-111yIf-t X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L.) EXT. GRADE BACK BEDDING `_G F ^OST IN-POST ASSEMBLY SCREWS #10 X 1 I/4" PH SMS 11 L-3005 LII-113 j AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) T❑ BE APPLIED BEHIND 51 DC-899 AS READ. GLAZING SEALANT - SILICONE 12 L-3010 LIi-7708; AS READ. GLAZING BEAD - S/i6" 6063-T5 ALUMINUM WINDOW FLANGE BY • - INSTALLER (TYP.) ' ALL WOOD BUCKS 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS READ. GLAZING SEALANT - SILICONE FACE CAULK ' & TO BE REVIEWED BY OTHERS (TYP.) RUCK <TYG BLDG. OFFICIAL (TYP) 15 L-3012 U-110 AS REOD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 LII--133 AS REQ'D. GLAZING BEAU 11/16` LAM./INSUL 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME j # 12 S.M,S. or WD. SCREW 18 i L-3013 8 CORNER KEY PER VENT W/ I 1'4' MIN WOOD EMBED 19 !L-3013 4 X POST CORNER KEY PER IN-POST // 20 I 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS Mw.lEraeEO.) 21 i 8 VEM ASSEMBLY SCREWS #10 X 1 1/4" PH SMS LWINDOW FRAME \ - - 2 X VENT 4 BAR 90 TD HINGES - S . & H.D. a 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. • EXT. GRADE BACK BEDDING ____= 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 25 j 1 X VENT VENT OPERATOR - DUAL or SINGLE D CAULKING NOT BY WINDOW FLANGE BY 'LAWSON INDUSTP_IES', INSTALLER (TYP.) 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SDS TO BE APPLIED B'r �-::(-c� 27 1/ OPER. STAINLESS STEEL 'C"TRACK OTHERS (TYP.) .-�.:;.....:.�...;.. 1, q\ 28 _- __ 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2- F.H./PHIL. SDS EXTERIOR GRADE PERIMETER CAULK iNG 29 1/ OPERATOR STUD BRACKET CONNECTOR - STUCCO OR EXTERIOR FINISH BY OTHERS (TYP.) 30 2/ BRACKET STUD BRACKET SCREWS J8 X 1/2" F.H./PHIL. SDS q� BY OTHERS (TYP.) --METAL LATH, STUCCO _ — 1 1/2' AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS + FRAME PERIMETER CAULK DETAIL 20WOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE' PRODUCTRE`I>.SED 34 1 x LOCK POINT TIE BAR NYLON GUIDES CONCRETE DR SEE MULLION APPROVALS FOR`=�rs..;l}•*ag:..'I ti:o Picdd� 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS i18 X 1" PH,/PHIL B P.T. WOOD kN YPE, SIZE AND MAY. '1;'Y n<'+d: r/ /Y.1•2 ESSURE LIMITATIONS.:""O} 'tP"o `r/�CJ� 36 1/ LOCK KEEPER (ST. STEEL) 1 BY OTHERS (TYP.) _,c'. `�' �" zo 2 37 2/ KEEPER KEEPER MOUNTING SCREWS 21 17 EMENF W NDOW FOR �' Liµ .1C,es: 3, • • • •� 1-3014 4 SNUBBER 6063-TS ALUMINUM ;< HALL GOVERN. • "�M~"�• • • 39 2/SNUBBER SNUBBER INSTALLATION SCREWS 8 X 1/2"PH SMS 1/4• MAX. /�Q J�///J/� /'J��,/'J' SHIM •• F 1.Y. 9 C 1 ® - - ,` ,"�s".o• to r/2010 FBC ' .S. X 1 1/4" L. 8.Renewal and Revtsioe to$Met 5&6 of7 8501 N.W.80 ST. MEDLEY.FLORIDA 33188. FOR SPACING ! 53225 TRIES INC. PH No. (305)686-6660 C.Revised to Comply w/2014 FRCYINDFAC2VR8R OF Qt7dtl}Y dLUImWY IA90IS IND CLSS D006S1 1/4- • •^ ;F.m Y ;/^ EMBEO.} • •( B 'EDGE SEALANTq,t TtAME • 0 •:�_ .-; r»ERA20 Cane o7° r?/o6 Series: 3200 Outswing Impact Casement Window DISTANCE 3A ••• • - %* ••.. ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL yf�� ' 0 naean4 BILL OF MATERIALS LIST AND DETAILS DATE_ R :.- xvlwae r C s « CasEUEe+r3xoo-mNOA-o1N T.3200-0801 4 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 16 LAMINATED GLASS COMPOSITION - TYPE A Flange Flame VAndow Glazed with - - ITEM DESCWTT10N DE,I,� 2 -- - 3200 Impact Casement V tdow_ _ Glass Type"l1 Glass Type"B" Glass Type"C' Glass Type"D" G m Type"F 1 1/8'ANNEALED GLASS t 13 Con fi umt)on:"x' 6d1 G'A1vlealed c/uss &l6"KS.Gass-PVe 5N6"H.S.Gass-SGP 7H 6"Amealed Ghee 11/16"Annealed GIS 2 0.090'PVH INTERLAYER D= � Size Height„ AnChofs DP(+)_ DP(-)... DP(+) DP(-) DP(+) DP(-)_ DP(+) Butocite PVB by DUPONT or + aT47 Sailax PVB by Enstnnn Chenicnl Co. - - -Code-- - (in) din) Head15111 Jamb �psf - -psFpsf ---psf psf - Psi- -Pst Psf psf psf 3 1/8'ANNEALED GLASS 12 19.125 26 2 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 5 16 LAMDVAT® GLASS COMPOSITION - TYPE 14 W 14 19.125 50.625 2 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 ITEM nEscamnnN DETAIL Ibl __15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 _ 9lio UJ 15 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 620 70.0 73.0 70.0 73.0 1 1/8'HEAT-STREIIGHTENED GLASS GLA INC, ITE - - - -- P O.GJ•PVB IN7ERLA�FR -0 � H32 26.5 26 3 2 59.0_ 59.0 70.0 82.0 700 820 700 73.0 70.0 73.0 L.s 5/16" Laminated Sa;tev.PVB by Eastrmr.chemo Co. I I usao. _ p H33 26.5 'x.375 3 3 59.0 59.0 70.0 82.0 70-0 820 70.0 73.0 70.0 73.0 3 1/8'HEAT-SfRENGHTENED GLASS 46 O H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 704 820 70.0- 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 590 70.0 820 700 B2 0 70.0 73.0 70.0 73.0 5 16 LAML icD GLASS COMPOSMON - TYPE C 13 O - -__ - - - - - _ �z s_- H36 26.5 74.25 3 5 59 0 59.0 70.0 820 700 B20 70.0 73.0 70.0 73.0 tTElI DEECRD'1TON DEfAW - .-- - _ V _22 37 _26 3 2 59.0 59.0 70.0 82.0 70.0 620 70.0 73.0 70.0 73.0 1 I/8'HFAi-STREI'1CaiTFJdED GLASS , 23 _ 87 38.375 3 3 59.0 59.0 70.0 82.0 70.0 B20_ 700 7_3.0 70.0 73.0 2 I/Fs' uAT-STR AH Z8 `37_ 763 3 5 59.0 59.0 70.0 82.0 73.0 -.. 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 I Sentry-Aoss InterWyer by➢uPont '� --- ---- 1 o>a 25 37 83 3 5 594 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS I -- -- 14 2020 24 24 2 2 59.0_ 59.0 70.0 82.0 70.0 820 700 73.0 70.0 73.0 2030 24 _36 _ __2 3 _ 59.0_ 59.0_ 70.0 820 70.0 820 70.0 73.0 70.0 73.0 ,--- GLA2",G- BITE 2040 24_ 48 2 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 7 16 LAML-HATED_GLASS COMPOSITION - TYPE - - - 1TEe1�`--DfficHrnnoN 6� DETAIL 7/16" Laminated 2050 24 60 2- 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 734 1 3.Q0'ANNEALED GLASS 181 2060 -_24 72 _2 5 59.0 59.0 70.0 82.0 70.0 820 -_-70.0 73.0 70.0 73.0 2 0490'PVH INTERLAYER 16 13 N 282a_ - 24 3 2_ 59.0 59.0_ 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 soilex PVB by Enstnnn Chen�cat co. n.em lL 2630 30_ 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 3.110'ANNEALED GLASS ly 2640 30 48 3 4 _ 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 V/ 2650 30 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 700 73.0 LL '16" LAMINATED GLASS COMPOSITION TYPE E ----=----_- 30 72 3 5 59.0 59.0_ 70.0 82.0 700 820 70.0 73.0 700 73.0 -- - 3 2_820 32 24 3 2 590 59.0 70.0 820 70.0 820 700 73.0 70.0 73.0 DETAIL T1Ts'!i GESClitP IiJN - 0.0 - �irr 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 820 7G.0 73.0 70.0 73.0 1 ve•ANNEALED CLASS c-yl; - - 14 O 2840 32 48 3 4 59.0 59.0 70.0 820 70.0 820-- 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER .- -- -- - - - -- 0 snclex PV6 by Eostnn"cn"nk,�co. ® V4. 2860 32 60_ 3 5 59.0 59.0 70.0 82.0 700 92.0 70.0 73.0 70.0 73.0 3 1.'e•ANNCAt En(4 ASS - ' l6 2860 32 72 3 5 59.0 59.0 700 820 70.0 820 70.0 73.0 70.0 73.0 _ _ b-LAZING BITE -- -- ----� 4 1/4'1NSULAIE➢AIR SPACE IMP,x.71 --- --- 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0__ 73.0_ 70.0 730 s 1/8•ANNEALED GLass 1 a34V 11/16'Laminated/Insulated 3030 36 36 3_ 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3040 1 36 48 34 fao 59.0 70.0 82 0 70.0 820 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 30M36 60 3 s 59059.0 700 700 820 70.0 620 70.0 73.0 Toa 73.0 DETAILS _ � 36 72- 3 5 59.0 59.0 70.0 82.o - - ?RGDL]C7"rL-nVIsZ.D '.:Vi'c}Lv.;it,li.ei'IU1t[Ln Opt 9,-.% 019 •• lob LA SON • Ra�fand to Com r 2010 FBC �", awl N,FLO0 OS 33188 1 &ft-I and Revision to sheet S of 7 Cj:Nn'LT.Sj� _Igs. ii-4c. PH No.(SOS)896-8880 -'�'.•!• ISO 5 C. &A-d to Com 2014 F80 MANNFAC7UWOIVNOY RRR 0P QDAU77 ALVWDOWS AND"S DOdU ',• i • • :• as • • i • r Drag Coes Port Y Asa a S�rtw M.&u He w W_/. Ashtw P • KQA • •"'a• D ��" •N.�xAzo airr/oe Series: 3200 Outswin Impact Casement Window • • • g P t •� IE zRAzo D"°os /ia GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS E,. t/� 'c RsxMan LweCSeal: AnJaet XII-AuwOor+ D,mAI"S Aasnpv: Sauk . DATE C QASEUEW=00-G$N0A-01 L3200-0801 8 OF 7 ••• • • • • ev • s • •• •• • • • •• •• ••• • • • ••• • • 5 ie LAMINATED GLASS COMPOSITION - TYPE A 12 F�rgeFrattieV w(luedvAth ITEM DESCRIPTION DETAIL 3200 Impact Cas6EYItWindow GimTWe"A' GtaesType"B' GfassType"C' Qa%Type'U' G�awType"e' I 1y8'ANNEALED CLASS "` - -- Confl umhon:'XX","XO'or"OX" 6M6"AM9ated3M 5x16"KS.GWs-PVB EM6"KS,Class-SW 7RO-MvitledGIMS 11H6"AnnealedC�m 2 0.098'PVB INTERLAYER Butocrce PVH by➢UPONT on j ` -- Size Writ Hei tR Artchots DP(+ UP- DP+ DP(` gyp/ gyp/ Tip/ gyp/ gyp/ Saflex PVB B l y DUPON CNemicnl Co. 1 9 - ) �) ._..�.�..._ ""`j_ -. '+)_ -,`_"r�.�.- ".,.�+�... ' .1�.. �"•+� �_�.... Code on) _n) hlt dlSitl lamb W P¢ W P� P� t P� p4 3 1/8'ANNEALED GLASS ''- 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 N W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5 16 LAMINATED GLASS COMPOSITION - TYFE H 14 51 24 37 50.625 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION 4 DETAIL 9/16 �. 25 37 63 4 4 70.0 70._0 _ 70.0 _730 70.0 820 70.0 73.0 70.0 73.0 1/B'HEAT-SiRENGHTENEP GLASS f-} ..__ G'_A 1NG BI TF' i� 32 53.125L 4 2 --7O-.O 700 ?0.0 73.0 70.0 820 70.0 73.0 70.0 73.0 2 J.NC'PVB INTEP-AVEP '�`^�=1- - __ 6/16•' Laminated ^® 33 53.1255 a 3 70.0 70.0 700 730 70.0 820 70._0 73.0 MO 73.0 Sailer'PVH by Eo Stmac Chemical Co.l i � a3a8' - `.+ - . - _ - - L 34 531255 4 4 70.0 70.0 70 0 73 0 70.0 82070 0 73.0 70.0 73.0 3 1/B'HEAT-STRENGHTENED GLASC ---2 35 53125 _a a 700 70.0 7.0.0 730 70.o ago 700 73.0 70.0 73.0 5/16 LA"TXD GLASS COMPOSITION TYPE "C % 13 O D22 74 26 6 2 00 io0 700 73.0 70.0 820 700 730 70.0 73.0 ITEM DESCRta 4ON DETAIL D23 74 38.375 6 3 70+0 70.0 70.0_ 73.0_ 70.0 820 70.0 73.0 70.D 73.0 I ve HEAT-STRENWiTENEO GLASS ` I rrr D24 74 50.625 6 4 700 700--_..70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 e _ -- e r.�u ImE(aAr�H _D25 _ 74 L 63 _ 6 I. --4 _ _ 70 0 ----766 7Q0 73.0 700 L .820 _70._0 73.0 70.0 73.0 48E 3020 ^36 24 4 Z 700 i 70.0 70.0 73.0 70.0 820 70.0 73-0 70.0 73.0 L- /8 HEAT-STRENGHTENED GLASS S 3030 36 36 4 3 70 0 70.0 70 0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 10 51 300 36 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0_ 73.0 70.0 73.0 16�. 305Q 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 -- -- - - -- --- GL7<:NG BITE 0) 4020 48 24 4 2 700 700 700 73.D 700 820 70.0_ 73.0 70.0 73A 7/18 IAMINAT7.1) GLASS COMPOSITION - TYPE "D DJ -- - - - - - - -- - 7/18" Laminated 4030 48 36 4 3 700 70.0 700 73.0 _700 820 70.0 73.0 70.0 73.0 ITEM DESCRIPIwnsrAn N i 0 4040 qg-_48 4 4 700 700 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 3/l6•ANrn'ALc'n n ;; B'' -- - - -- z 0090'PVB INTERLAYER ---_ - 16 __4� 48 60 4 4_ 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 saftax PVB by Eastman Chemical co. i o.4ea � 502a 60 24_ 5 2 70.0_ _7D.D 73.0 70.0 820 700 73.0 70.0 73.0 3 3/16'ANNEALED GLASS 0 _5030 _60 36 5_ 3 70.0 70.0- 700 73.0 70.0 820 70.0 73.0 70.0 73.0 f � 5040 60_ 48 _ 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 11/16" LAMINATED GLASS COMPOS,T10N TYPE 'E E __ __ 5050 EO 60 5 4 70-0 700 700 73.0 70.0 820 700 73.0 700 73.0 ITEM DESC&&TtON DEfAD. -__- 6020 _72- N 6 2 __ 70.0 70.0_ 700 73.0 _70.0_ 820 70.0 73.0 70.0 73.0 - - -- - 8030 72 36 6 3 70 0 i 70.0 70.0 73.0 70,0 820 70 D 73.0 70.0 73.0 1.8 ANNEALED GLASS INTERL4YFP + _{ 11 51 6040 72 48 6 4 70,0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 by Eactmnn rhemIcm Ce. ® y;y --_ - 66$0 - 7260 6 4 700 ,-,_ 70 0 70_.0 73.0 _ 82.0 70.0 73.0 70.0 73.0 3 1 1/H'ANNEALE➢.'+ASS 7/Ib-� --- - _. _ n _700__-. 4 1/4'I, AT AIR SPACE I .t/g GLA7ING BITE 5 1/8'ANNEALED GLASS as4o•� 11/16" Laminated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS F2Q,`JUC1'4E ah.d. :�c::rrt• ^wi6+ +e c10n+a0 L. 00. 0 • •• • • f • ••f • ;+Ess ruse Y;*•rn%:Cc-"`al is�ov,t.A0¢w�.� • D•I.R•s S�' A ReviseA to Com r 2010 FBC LA ®N 8501 N.W.90 ST.33166 a B.Rehm-[and Revision to sheet 8&6 of 7 MEDLEY. FLORIDA . N 62`e5 ND ST I INC. PH No.(305)898-889-8" 0 • -••• f•�is Redsed jp C-ply 2014 FM 1/ANOFAtTMA OP YOILTTF ILUAONDY FDVDOPS AND QWS DOORS • - •: i • tY• � • • i • amu cten: Pat a+a.r Prod cuL.ye.� s..m/Noec n.m a}!: Rcotots»/: • .•+ • :•'y • OA ASSEMBLY YlMDOW 3200 LCNOA 09-01 • .` • .." • Nil ERAzo 07/27/0e Series: 3200 Outswing Impact Casement Window • • �.. Ih••eP fit.ERLEo De/zs/ia Bo v ROtl/2 GLASS & Dl0IP CHARTS AND GLAZING DETAILS FOR " -OX-XO" UNITS •• ,-.��,�'`-`-� N-`_ i^ Fo.eloe Lw,.e s�+w »saws SUS Iea.eu.: anr.:nv Aeae..: sha DATE_ .,.'i�.. ,-':" C cASEMENra2oo-o9NOA-O7 L3200-0801 DoH'r • •• •• • • • •• •• R O FRAME IN-POST RAIL VENT RAIL t 218 L-3003 2r, P:H SEMBL SCREWS 1 IS -T6 ALUMINUM t.435 _ 4�_ 4�. P.H./PHIL.SMS OFRAME HEAD 4" rI1 L-3001 H./HILSMS t8� VENT RAL 6063-T6 ALUMINUM2.250 --_---_-- 0.062 , _.__ _maen2.312 __.C6° 0.062 S .062.71 -1 119- 1 5, ANCHOR CLUSTER (s(HEAD/SILL TYPICAL) VENT JAMB - -1 �� FRAME,=,tI�JPOST ANCHOR DETAIL FRAME CORNER DET 21 7'�� r 187b A' VENT RAIL CORNER DETAIL C2 3 4 I VENT RAIL FRAME IMPOST--- FRAME SILLl JAMB ___ 0'002 L-3004 i SEE MULLION APPROVALS FOR J 6063-T6 ALUMINUM MULLION TYPE, SIZE Af40 MAX. I L-3002 y CESIGN PRESSURE LIMITATIONS. 093 6063-T6 ALUMINUM 1 NOTE: THE LOWER PRESSUPES OF FIXED, CASEMENT WINDOW OR MU_L SHALL GOVERN 2.250 -.062 2.(02 I/ AX. SHIM I !r I¢ i-o62 0.062 , rSTEEL M.S. X 1 7,r'a" L11 1 li it D . FOR SPACING FRAME SILL(-)", I 2.399 1 0.688 I TELL IN CuiviAl:i vr:IH -----'-- -" C BE PAINTED OR PLATED pe' -ES. - - -- --- --- - '_ RUCTU' FRAME SHEAR PLATE —" I0 AL!t1,1. 1/8" MIN. THI::K) `0.078 0.340 --.-_- -_.-._--.___. -�L-3007 EEL Fy 36 KSI MIN6063-T5 ALUMINUM ', 0.120 ASS�9cr SCREWS 66--- UMINUM 606.E-Ib MIN 4 - 10 x 1 t 4' 1.215—�+ P.H./PHIL. SMS 231 PERIMETER 3� —WINDOW FRAME FRAME IMPOST DETAIL 308ALUMINUM SNUBBER SEALANT 38 L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 6063-T5 ALUMINUM .METAL STRUCTURE ATTACHMENT DETAIL 10 FRAME SILL ANCHOR CLD? - -.094 11 L-3006 RQDUCTREVISED FIXED LITE MOUNTING BRACKET ycPlyjpgwitHlheFLaride �VaGQ 6063-T6 ALUMINUM ,970 L-3005 9uitdmg Code Acceptance:No 0.188 0.094 6063-T6 ALUMINUM >~r8anag0 ata + 2.70 • • ••� • • • • • - 2.794 .478 • tis*`� 'i` • • ••• • 12 GLAZING HEAD 16 GLAZING HEAD 48 GLAZING HEAD •• • to ca qy W/solo Fec ]A T 5/16"Laminated 11/16'Insulated/Laminated 7/16' Laminated �`�'� 1 ®/ riot N.W.FLORIDA I ST. L-3010 or L-7708 Pd 2rJ �. m &Renewal and Ravblon to tttxM s&6 or 7 ot N v9 R �, INC. PH No,( )B9�8860 L-3011 or LII-133 L-3009 or LII-ib9 c.Raveed co w 2014 F9C MAMWACTMU OF QVAUrr ALWW"WAMDORB AND GUS$MW 6063-TS ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM + •1 v mWv / • Dano Com Part lAms Red Comgorpe Darms/Yadot Imm Bd F Aaetetorc I: 0.050 • ' � .:�,z �Y MAN 7200 t.CNOA 08-01 OAS !• •kr Dam armor: o.so1 °'975 o.eo1 • • • ba' °a� • 0.N!ERAZO o7 a7 os Series: 3200 Outswing Impact Casement Window 0.391 0.266 • • c• y•,1s• ata aam a y�. ,Mao o`e�/i4 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAIIS 0.686 0.050 0.688 0.115 0.688 I ' ?{•: DATE--- as a seam: a.edaee a t CAS ism-08NOA-0t ° 13200-0801 t 7 or v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L 1 6 Y � f MIAMhDADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.tovieconomy Lawson Industries,Inc. 8501 NW 901"Street Medley,FL 3 65 SCOPE: This NOA :s tieing 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 immediatoiy revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. •••° DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors-LAV• "''s• •° . . . APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte-Impact FitiesleW�ut-5° 0"9.boor ..:% sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with thevlutastt'evision"G",dated*•••• 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dad g•Cengty Product gontro; • Section Revision stamp with the Notice of Acceptance number and Expiration &18 by the Milardi•--Dadee•;••• County Product Control Section. 00:96: .:••° .. .. .... ..... MISSILE IMPACT CRATING:Large and Small Missile Impact Resistant ...... .• LABELr+-: Each unit shall bear a permanent label with the manufacturer's 9tame 6 loggi,jtya state?••••• series, and folluw'ng statement: "Miami-Dade County Product Control Approved", yftss otherwise noted. �; herein. 00 0 006 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed and there 1}as-' �been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change.f` in the rriatet ials, t.se,a.id/or manufact!ire of the product or process.Misuse of this NOA as an endorsement of any product, for saps, advertising or any other purposes shall automatically terminate this NOA.Failure to comply vriih any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by thr expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No_ 13-0328.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document,r►.entione.d above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.07 MIAMI-DA"MECUN'TY Expiration Date: June 05,2018 r. s 5- Approval Date: May 07,ZO15 o`oY� Page 1 L t 10 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. r1'1 mhn l tted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 throtigh M of 05, p:epered by the manufacture.-, dated 12/12,102 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. T st reports on: 1) Large.Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 aeon; wish ma:-ked--up Ji-a3-rings and installation diagram of aluminum Outswing French. door, }rep,-,red. by Hurricane Engineering & Testing, Inc., Test Reports No. )F ETI-11--3201, issued.on 01/06/2011,signed and sealed by Candida F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. `fest reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 *000 31 Cyclic Wind Pressure Loading per FBC,T¢S 2Q394 ••,••• •••••• long -Vvith sparked-u;3- drawings and installation diagram 3f.alulninum.Qutswing .• French d,)or, prepared by Hurricane Engineering & Testing;hn.,4rest kepork No.----:- HETI-09-2(45, o.••••:- HETI-09-2f45, HETI-09-2624 and HETI'09'2646, issued org....: 19/<2/2!109,signed end scaled by Candido F. Font,P.E. ••••�• •• � • .... .. .. ..... (Submitted under NOA N6.1 04128.04) • ...... .... ..... 3. Test reports on: 1) Air Infiltration Test,per. FBC,TAS 202-94 • . .. .... ...... 2) Uniform Static Air Pressure Test,per FBC,�M3:�02-94 •� 3) Water Resistance.Test,pea-1713C,TAS 202'94 :...:. •••••• 4) Forced Tntry Test, per FBC 2411 3.2.1 antI',t4A•202 14 :•...: i'.«z:g v:i:h rt arlc(d-up dr<awing;, and iristallatio.� diagram of aluminum l3yjswing • French door. prepared by Hurricane Fngineering & Testing, Inc., Test Reports No.'s 1-11F71I--94•--1897, HrUI-04-:18% A, HET144-1896 B and BETI44-1377, issued on 03/0$.104 and 03/12/04; all signed and sealed by Rafael E. Drop--Seda,P.E. (Submitted underPTO-4No. Oji--•0607.04) 4. Test renorts on: 1)Tansile Test,per F13C, ASTM E-8 along with markers-up draivings and installation diagram of aluminum Outswing rreiich ,3,)or, r�ep,,,red b1,, �NjTilcane Engineering & Testing, Inc., Test Reports No. V1FTI--9?-T095 and 11FTI--02--7090., issued on 01/3-3/03, both signed and sealed by 7� F. Dr-*,--Seth, F. T-�, (Subma'ed under 1VOA No. 03-0219.01) C�----d � Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.14-8908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industh•ies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large TA's ile Impac,.Test?)er FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Hong with ,narked-up drawings and installation diagram of aluminum Outswing french door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI02-4253, IIETI--02--1726, HETI-02-1728, HETI-02-1736, HET142-1742, HETI-02-1.763 and HETI-02-1765, issued on 01/14/2003, all sig,ned and seale by Rafaol E. Droz-Seda,P.E. (Submitted under NOA.?Vv. 113--02.19.0.1) C. CALCUT,A71ONS 1. hnchor verificsti.on calculafons and structural analysis, complying with FBC, prepared 1r, De kt-A 1.2/12.102 2 with tho latest revised datea•V/02/10 0000 t..... by Thomas J. Sotos, P. E. '..' ... .' (Spbmitted rtnderP10/1 No.10--0128.114) 2. Cylazing eompl;, q Witt 6,.,ST;va F13100•-98/04 •••••• • 0000.. 0000 • . . . 0000 •• •• 0000• D. QUALITY ASSURANCE .... 0 0;0 0' 1. Miairi,-Dae.e Department of-Regulator-j and Fvonomic Resoutcft4RER).•::•,• 00000000 E. MATE?,°T,41, CFRT7F1Cj1,T1O'N8 0 0000.0. •0 00 0• 0 1. N ot'L"of ArcTvtan .-No 1.4--0916.10 4�sued to Kuraray Am'ericfi,.1nc.i'or their 000090 "7Earar faJ Ptr1 OPa�s lr+tcrl aycr". k:pit.ng. on l2/11/16. •• 0000 0 • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Wurarny mentryOlas®Interlayer", expiring on 01/14/17. 3. i`lotice of Acceptance Nc. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP---Saflex and Saflex HP Composite Glass Interlayers with "'FT C'oi•e" e,06/1.p/1+1, expiring on 12/11/18. F. STATFI.4F' T,9 1. Statement letter of conforntwi:v to, no financ'.al interest and compliance with the FRIC 511 r1.C!iV ni (201.4),ii?t(-d 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Statement lett€;r of c.nnf trance, no fina.aaial interest and compliance with the FBC-20'b ' -»d AAM., 101/ T,g.2-9;, itted 01/2.5/1,, signed and sealed by Thomas 1. Sot)-, P. F (Stibmitterl under prea,ious-NO.�No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-_L r r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10,signed by Ishaq Chanda,P.E. ,17ubn.ilted under NOA No.11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Huo`c�rc. Engi lerrir g & Tcstl-i, Inc., tasted OV06111, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. "rt•)pcsat issuod b;P:-oduct Control,dated 03/26/09,signed by Renzo Narciso. !(,%-brtrrtted r,'nder 11104 No.10-O'128.Of) 5. l.ab;)rai-ty c;mpliar.ce letter;for Test Pet-,ports No.'s HETI-09-2623, HETI- 09-2645, PIETA-09-?.624 and HETI-09-2646, issued by Hurricane Engineering & Tenting,in-.., fated l0!2?/09, Signe-] and s€,led by Candido F.Font,P. E. �;Siebrnrhed under NOA No.10-0120.04) 6. T.:iboratory cc)mt t zrcc letter for Test Reports No.'s HETI44-1897, I!F T-T-04-4 F9 5A, WYETI•--0 --18966, 1HETI44-1377, HETI-02-T095, UVTr-P!-7090, HETI--021-12-5?. ]HE T"2-1726, HETI-02-1728, 11,1ETI--0 -1736, aIETU,12474'1, NETT-02-1763 •end B3ETI-02-4765•ssaed by I y-"�icuate I',;igine::cing Fz Tes`iiiL„ lrc., dated 01/14,'03 and ;316h.04, all,sigpgd and... ,,paled by Rafael F Druz-Fedn, P. F. seee•s •e.' .see:. P.,'/"• Y9Pt',�Ji7.S�f�t�. l�t?. 5-1116.0 ) :sees: ••e• e • • • s e • • • G. OTHERS sees •• •• sees• ...... .... ..... 1. "�'tttic� of ��t s tance Flo T.1-0318.11, issued to Lawson judygtties, hw,.jOr them..... S C'Aof: 6'A,R F c-te F'—f" Outs whg A, un ti Inv:Tt French Doors•-e•fi.ZA I, approved on •s 100'I1t.C._ ;}111'.:1, 0. 06/05/18.. .•see s so Jaime A Gascon,'?.E. Product Control Section Supervisor NOA No.14--0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E--� IMPACT FRENCH OUT-SWING DOOR BILL OF MATRWALS 145 1/2'Max Unit Width SldeLlte eaahor sPaa(ae Swing 1111H/ VIWG PART 0110. DBSCRiPTION RRY4R® P-1 Wkft ae rAll Pent Width I L-901 LII-098 I FRAME HEAD _ 6063-T6 ALUMINUM , C 33 13/16' max. ) p C 35 3/16' max. 1 2 L-902 LIE-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-094 2 FRAME JAMB 6063-T6 ALUMINUM 5' 5' 8 8• 7 4 L-904 LU-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-9D6 LII-092 2 x panel PANEL TOP 4 BOTTOM RAIL 6063-T6 ALWOM 16 SEE Ya AT tS T nc5• 6 L-907 lit-091 1 x panel HINGE STILE 6063-T6 ALUMINUM J 6 / \ Max. DL[3 Vldt 7 L-905 LII-094 I x Pant LOCK STILE 6063-T6 ALUMINUM 8 L-909 Llf-095 2 x parre(TOP&BOTTOM RAIL ADAPTER 6063-TS A.W4NW1 9 L-911 LR-005 AS REam, 1/4 ROUND ALUII.BEAD-7/16' 6063-T5 ALUMINUM Y to Y C ,. D E — sr tti 10 1 12 Ll.097 AS REO'D 1/.RGU'v l A�UH BAD 3/8 6063-i5 ALUMINUM _ or ll T+-- L-908 2 x paned HlNC L AF A +1SI.Y 16063-T5 ALUMINUM x N= / %/, /0- F-0-624-2 ; \ S 2 S Or TP PS IA- -FIT Bvb V^+yl Vts p.Ten tastes ,c. See Material Conpositlon at Sheet 6 II- 111 +- -- - _ ` active Inactive W y I 13 �r,' JAI a �AS REOD kVtS,,a TOP/BOTT.RMLS_ Schlegel FS-.187'r, X 210'h. =z�, -y \ \a FFF 14 } 'w 0�- iA REQ Vf FPJME HEAL 6 JAMA Schlegel PB-.187'r,X.330'x. c F d0 _' I c�9 x E N x_1 a IB 20 21 H— 6 112' a)a re d l5 _ y U(-085- I2 x panel S_ KE HO-M r G.PLATE _ 16063-TS ALUMINUM , load-bolt f -II- Side', X l6 Lr61 ED-619-1 2 x panel)S RI.ER PLATE _ _ _ _ 6063-T5 ALUMINUM 3 a-'J�. \ /I --I- 17 I r= 6-- -I[-086 �AS REOD. IE AZUL'ADAF k I6063-T6 ALUMINUM J,E to E I ,C.i /JI�'�/ Lt a•-5502 I2 x.?anell DE-TA L S tlU.T _ i@ TOP 5 BOTTOM OF LICK STILE) a+ m ._ 19 I FL-dJ 2 Hr 024/PEST 1 SFT I DC_R_LrrK PEAT)BDLt SEI KVD<SET-Series 690T COMBO t` x t 20 FT-62t-2 HC924/tC5l I SET DOOR LOCK/ CAD BOL T SET SCHLA(iE-Series F&350 COMBO �E ❑pg U \ � Side its -21 FD cl 2 H-,-024 ?SI 1 SET IBUM LOCK /DED BO T .ET DEFIANT-Series 83t COMBQ v V p� BBLLEE R TOM - TE BOLT 22 ' L FS r35 REOD IF i•- I ll c e., 4e 3 (See Notes at sheet 4 of 6) I �;�1 2 3 ArERTSHEET1 +3 I F,- 3` _ -_"EDD Fe n t 4 0, - J rn/Sr- - (See Notes at sheet 4 of 6) ----L- -- ------ --- --------- 23 _--- ---- --- __ _ ya( 24 f FS- '6 8 jFFAetE ASSCHB SCREW 612 X 3/4'PH.-PHI. ,.iena I 1 25 a F�012 IAS REO I 'JA99 ADAP ER SCREW p10%3/4'P&L-PHI. $c' ;1 BS' r26 1 7D E3 LC !1 IAS REOD I_l/ ROUND ALUM. BAD 11/16' 6063-T5 ALUMINUM 6' 6' 6 S' 6' 6' 27 I ■ =-743 9 GL4TPU Ar] T ITTOrH SCREW 08 X 1 114'FH- HI. 15 1/e' _ I _ _ APJCHQ NOTES 5F=4 .13 a.c I/ 54 , 4 3/4 t2 3/t' 4 /2 4 1/2 14 1/8' -0411-/ 3/' �.I - _S-A4. i 2/Pa,el IDC�t~e R a as bl) e+- _ 318'x2!%4•Flex Scree a Nut I. SEE ELEVATION AT ShIEEf 1 OF 6 FOR <nt sldelltis ac a �' x ve o J C SPACING D I. AT ONS P9 + ■ AS REO D NEOTP9 JRE SSL CGP E Schnee-Morehead SM-5731 c a-•va Panel) ?]41ve pan N11TE: O. MAX. SPAC N AN I _. _ 2. SEE SHEEP 4 OF 8 FOR INSTALLATION �^ Same emohoi epaolna 30 + AS REOT. NEUTRAL --LICON ]Dow Corning 2:) FASTENERS TYPES. at Teams head&aBB1t ---- - -- - -- 3. 3PNE AtrCHOR SPACING® FRAME HEAD & SILL. "OVX0" EXTERIOR ELEVATION 31 __ ■ ► AS REO D NEUTRAL CURE SILICONE _ Trenco S-SIO r32 x _ AS REOD Lontrxitcd Ll ss see Pg.5 Dupont-Sentry Glass Plus i -- - - - - - - -- t). 3i'A�FINS SINGLE &MULTIPLY PANELS(SHE ELEVATIONS). NOTES: i _3B x TS REO D�La h- eo Gla s see Pq.5 __ Dupont-_Pvd _ __ I34 I + IAS REOD Lo..natal GIn s s e Pre 5 SnFle PVR 13)" HUAL04.S ::NITS WITH AND WITHOUT SIUELIT'ES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EOItON. - - _. I _ _ 3), MEAN. FRA-W, El 146 1/2'w.Y.98 3/4"h, OXX0 2).GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF 35. 2/Pont PANEL A Y A LN, +AT _ f 1/a x 2 1/r' 2 Ts ALU4) 4). EXT&INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FRO 2014 CODE. 3t. r1 t r' --''c�et_Fone, y F ._cne t.o_3 ___-13/ir d L .,.;i,_at- Ttnnge Nu: 6). 4U&LaUS 31NGIE OR DOUBLE BOTTOM RAIW 3). 1X OR 2X WOAD BJCKS DY OTHERS, MUST BE ANCHORED PROPERLY TO 37 I a FS 0t 8 _ HINGE AI TACHI�NT SCREW `#10%3/4' P.H./PHI 181• tt•4X• DAYLITE OPENING IRIDIN = 26" II TRANSFER LOAD TO THE STRUCTURE&TO REVIEWED BY BUILDING OFFICW-. -- 7). MAA. DAYLITE OPENING BEIGHI - 83 1/8" 1 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 39 - ■ rs 44 I I2 SIDx LITE ATTACHMENT tCREV_ I810 x V PH/PPD.-117'UC 4o. 3)" SEX EIAVATrON AT SHEST 1o16 FOR MAX.ANCROR SYACINGIIII DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I. BEYOND WALL DRESSING OR STUCCO. 39 I li CC PPIZOB 1 6/�Mnb 11/2'Da Hot.Flug Nylon 6-6 MICROPLASTICS- Rockwell M-79 0) ALL DLIENSIONS SPECIFIHD ARS IN INCHES -- -_ -- I _-- 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 40 I I: ov pEPP0878 Sn /^a el 7!E'."�n.Hate Plug Ny'..n 6-6 MICROPLASIMS -Rockwell M-79 110)._NO Ii(1RRlCANE SBIITTER9 ARE REQUIRED 8),ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I 41 NC 010 I 1/HCtt7 FLUSH BILI Sol Plug Nylon 6 6 [SUNCIIPLASTICS Inc Rockwell M-79 as comylying with the Flodde ARE NOT PARI OF THIS APPROVAL 42 G13_ _I_[OA AS REO'D. 1/2 ROUND AL S-c LUN.MU14TIN 6063-T9 ALUKTNUM 8u8dive -40 LIMITATIONS: (Ayw�� 43 I _ __� '.S RE0'n INT FA SE APPLIED MllNTIN 1.25'X 022• STOCK ALUMMH AOTE'pb+rKO �"�.✓p•�� 1)•MAX, DP - ±86 PSF W/ (4) Surface Bolts&Glass Types A, B. C& 0. I{ 44 (- L-9:S FD-623 AS REO'A FRAME MEAD SHEAR PLATE W 6063-TS ALUMINUM-4'fang :I.xv (SEE LOCATION DETAILS®SHEET 3 OF 6) f 45+-L-415 _LlI-117 JA REO'D. FRAME LOW SILL-13PTIINAL 6063-T5 ALUMINUM By A 2).MAX. OP X76 PSF W/2-Point Lock (activ6)+ (2) Surface Spite at inactive -J---- -�- - ---ta- •Comrol 3). MAX. DP = 376 PSF W/ Flat Sill & must be used where water infiltration Is 46 FD-635 I HC-no 1 TWO-POINT FLUSIERCLT LOCK OPTIMAL(FOR*/-76.0 psf Ron 0 • • not required or opening is protected by overhang ratio greater than one. 47 FD-626 FD-626-1 2/Panel FLASH BOLT GUIDE AL_UN.ANGLE 11/2'x 1 Ilex Lu' Atun. 506341TS •"" _'i-• • 4).MAX. DP= t8e PSF W/Multi-Point Lack(1-active)+(1-passive) at Inactive 48 FA-627 FD-627-1 21P-el 2-Point Lock Bolt Preside ANGLE 3'x 3'x 1 1/2'x 1/8'Alun.6 RWision N.Lee: ■y/')p T� 49 n w AS REO'D. Joint Sealant-White Colored _ 'Purvis Ca•Super Seal •• •• `�'�I= S�� •Yovlead W comply w FBC2I104-11/Ol/00 Y/FYFV/ ON 8501 NW 90th St. 50 FD-63e HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND BVSMA-A o Revlead to empty w/YBC2007&added CC MEDLEY, FLORIDA 33186 o bS25 SI FD-637 HC- 1 SET MULTI-POWT LOCK ACTIVE ASHIIMUD BVS110-STACTS * •• �•*Z taevieted Glass O1/fes/!0 ND STRIES INC. (305) 898-8680 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE 6 TRDISET ASHLAND 6VS261A-P : d Matt-Point Look 01/87/11 MANVPA07VRFR OF OUAU17 ALIOUNUY IFRFDO/S AND 07189 DOORS LTA Reel yd to Comply w/2010 FEC pmv Pwt avw.e revs e■m w am./Ralkk mww m n 53 FD-639 HC- I SET MULTI-PRINT LOCK PASSIVE ASHLAND 6VSU0-STPAS4 • "D _A 1' (`•ReMaeb to aoID w 2014 FRC MOA APPROVAL 0(PACT FRENCH DOOR - 1 OF 6 54 FD-641 HC- 2 x panel Multi-PWnt Lock Bolt Guide NYLON 6-6 Rockwell M sante 790 o;•"�dft Nelson Esso of 18/18 "LaPorte" Impact" French Out-Swing Door SS r FS- 4/GWde i Guide Attach m"Fos re ter 66 x I/2'P&L/PHIL. •t�: • `r,,,..•�tips •Or6bn AT 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER ••• Net.-Esso BO 12 rGCeee••• • 57 FD-643 HC- 1 x Lock LC4J<Hotton Mount Adapter NYLON ADAPTER DA FI a 8aota n.t.e. (,'B-2003 a'O�O1i '(,} • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73 9/16'Max Unit Width 74 I/2,'Max Unit Width 38 W/8'Max th 110 7/H•Mox Unit Width Adt 81 Ma Unit VWth IIIA-� T 9EpET�ANL7FANA I1{-- 7ERMpTE gp IIt� gE ALiERNA SW�gI vldth �3 of�TAS11EtT Paial9vlatn Ja of HS AT T I Panty Vida, A fOt�e75 AT SHEETLT I OpTtO6 AT T ( 35 3/16" nax.�i < 3 3/16' x A ( 33 13/16' Nnx. ��"""��fff 3 0l ee^ A 14ox.2W" d p i 14nx� vldt p i � IIA N II II If If/ II _ P, II _ Fjf E \ FC r � D/ I �� F/. I CI C2 rill � c�_� XA SOS. II Tnac'tive •-� �I G f �1V.13I,VC I 1 _ -.111K /t' I v 1 Ad I7L:IT - <1\- � I I RpAI❑LyL. x II-- I-- I Ir ll!pY�I Ii/ L-- RAIL LE I k II_\I! I Is v i l I ;I I DTT❑:, \ �' 1 ��I�'AI! I 2 e �I i 1I j J Z_`1 It_ 11 - 1lil1 1 -�- 1i it ' -Ir 1I n ,�r �_._ I f -I I--I- I i-I-__ i T" _.. - ••-T--T'�- T- T-TT T�T T �,(\\ SEF T.NATE 601,7 SEE AlTEiTN1AJE i T $EE ALTIILMA4E BOLT `- RO,iS i.Ef � OPMtNS AY�T�cYJIi `^OPTVONS AI Sr c O'TONS AT�',EET 3 ofe y�e E' 3of6 y o/6 "0X0" ELEVATION "XX" ELEVA'I'I0I4 "OX" ELEVATION "X" ELEVATION '10" ELEVATION APPROVED CONFIGURATIONS -_--- -- I SEE ALTERMTE BOLT i OPTIONS AT SHEEP _ Sidelt_ 3 at 6- \ _ Swing -1 i'onaL Vldt;. - Po. t"th I DOTES; �'Ir.:Crle 1�'dCYti?;C'!.1 Oi;1n'RING DOOR- DESIGIr IQdD CHAFl7 +3 13/IF ncx ?I \ ( 35 3/16' nnx�J �Al} , R PANhL YJ17s ':GBT mmixit up PAN81.1I0 DP(PSP ) 1 A rS- - l./n , ARE i cFac Sfn"a,Ir.N -�.. 1 .. -i_.i_ , -l �.q . 1 _SJ- Al.UAL Li I AL`Lu1L IRZE - 1 ALL ROM TYF MERIC- 'IDE. as i.S39'iYP± CIA•` O'L CUSS I Ll� ) fINC�9 FtI SE COLUNI4L JNIINS ARE 4F"'UED W/ SILICONE EdO� d' !<'8` TYPE'9'TYPE'C'TYPE y - p AND ARE AVAILABLE - OPTIONAL. -g Ei+g1�8T i tl'-� t-/-(PSP) �J+/-(PSP)+/-(PSP)+/ -11 ' II /I I IX\ h i j I {! 3. PANIELS V2' 4VAiLABLE WITH SINGLF COTTOM RAIL - -+- I - I_ -T- = ''II I 1 /�"I I tl 2:• OR DOUBLE BOTTUU RAILS. �10 1.4' S .860 11 3/16' I ±'60 +�6.a +76.0 hex.DLII'r•I.,4- 4.. OUT-�R NG DOOR WITHOUT INSECT FCRFEN. - I I \ 16 li4' 5 I �8E.0 17 3/16' 176.0 ±76.0 ±76.0 22 'i,v 7T 5 .86.0 123 3/16' t76.0 176.0 1760 1 ti 4' .(5? I 5 586.0 729 3/I6• 17,.13 76.0- 376.0 ' •^ -- %!��-- //i% i% 30 1/4'I 5 186.0 31 3/16'1 t76.0 176.0 376A E �s ,I I ` g 34 1,-;' _ 5 +_B6.0 35 3/16' ±76.13 ±76.0 x76.0 __ll li ll II 101/4' 6 +86A 113/1,6' +76.0 ±76.0 ±76.a I! PRODUCT REVSED I fa IT II .�Ii I�11 CtiVC / ! �� e5 comp;ginp whh the Plonde 161/4' 6 !86.0 1,7 3/t6' ±760 ±76.0 +760 I 1> o II li I ;1 1' i I� DvihLng Cud. 7®�•� 22 1/4' 93• 6 ±86A 23 3/16' ±76A ±76.0 ±760 ,-.Ct1VC II-_ C-ea�A /d?O� 28 1/4' nC&> 6 +86.0 29 3/t6' ±760 x76.0 ±76.0 N '/'� U7�f�N 16 1/4' 6 •86.0 31 3/16' +760 176.0 +76.0 AIL I34 1/4' 6 ±864 3S 3/16' +_76.0 ±76.0 _+760 z IYYY ! 13011gC1 CbOVo1 .CPER4LE PAVE YJST DEET AtRIJOASLE REOULREMENTS PER BUILDOIO CODE. •• 41* •• • • 0 PAFT IA SIS INDICATES I OF ANCHORS AT FRAME JAM �oMrs i EOi� •• DI 1 �, - - -- --�- -- • •• tR� • e 0 RA►1H1en Nrtea: (1 •• ••a �, E 'QF>.,O.U,1� • ,wed toLA 6501 NW 90th St.WS 1 d EecUed to comply m/PSC2007&added MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT' 51,25 '•dr a Insulated Glass 01/22/10 IND S IES INC. (305) 696-8660 OPTIONS AT SHFIT +` e J of a �, d 1[Olt-Pole!T,oek 01/27/11 °OXXO" ELEVATION • ••�' J/ARUFdCPflRER DIF Of7A1TTy dLOYRVUY rdvDolFs elPa OlJS3 DOBRs OCi d to comply w/2010 PRC s•mla crew: ym.1 eta.>e P.ed catlywye Sarn/Radetr n- Sana • • T,• • to com I w 2014 FBC HOA APPROVAL IYPAOT FREf(CN DOOM 2 OF H i ANCHOR NOTES: •• : w,i?ww• xelsea Rraac °o I Se "La Porte" Impact" French Out-Swing Door 1. SEE ELEVATION AT SHEET 1 OF 6 FOR • •• �� ORt�%Q�� • ANCHOR O.C. MAX.SPACING AND LOCATIONS. ••• • et``�,�a ie'a••• Nelson R-as 01/12 2. SEE S EET M&.6 FOR INSTALLATION °) +15 searu abw.m•taeae.n °np •x"i" DFD-2003 8io�0a G F ATE 5 n t a. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16'7APCON W/ 5/16'TAPCON W/ (ISE10ANSIi FOR SPACING) 1 1/2'MIN EKBED. 2 x(P.T.)WUal)HOCK INTERIOR SIDE (1SxC7V)E3WTD OF 1) SHEET 1 OF 6 FOR SPACING SEE ELEVATTUN AT 1/4'MAX,SHIMSHIMTYP. EF SHE 4 LOCK S71LE 4 /JAMB MULLION 19 20 21 is 16 MULLION AMB MULLION T7 46/ 38 6 6 Active Inactive 12 T (�17 17 SideLite 12 n 12 38 T IT ?Sidelite 27 Vr PJl - ,1�f Ca ' Mi1 lm DLO Wid1l, Parel. WI-j" 6 10, �07 �2 vil, 1/4'J UL EMRICR SIDEe §2 MAX S*I,Imj MIN EMBED TYP E UNil WIDIH YR) 7 413 ANCHOR NOTES, INTSRio6._w j; I 1 SIE1,ELEVATION AT SHEET I OF C FO LMRMR SME T "IF�f __i� . OP O.C. MAY S!'AC114C. APIO Act'- In-d'. Ac,i I-c L!,e @ GO TYPES.6 FOR INSTALLATION PRO-- 2- FS" 4 O� -FQ"f__L= EW T S. 4d 018 18 3 EXMOR sm Active Inactive P7 Ik (�3) --PD4 (E L_J -9,1, OFTIONAL DOLT 9 TC111"AAR MrIZRIOR SIDE 120. " I I LICK STILES Y, ti fi.O�H H01'r LCI: STILES WITH Tili 1j;I'.K d-I-Tc — -A FLUSH BOLT 1";Vve Inactive @ I (1-3) D L IT GL 'S 1,B3 632M'N"33 -31 4,11 7,'�l T I/ S 7 OP70NAL Slil @16) i 1,4& HOED,I .3500 PSI CONC.(TYPO TO 28 INTERIOR SIDE ELCO TAPCON W/ @ OPTIONAL BOLT B017011 PAYT, Ile MIN EMBED. EXTERIOR SIDE 1 1/4* J DETAIL E3 FOR MOUNTING LOCATION 411N.ECCE DINT)I--,,SIDE Ina, t17 #I Fit)c [40 3612WO-PAINT MULTI-PIOTNT EaSH-D01N FIAT SILL NOTE: 2 Two-po"'T Or", VIlk THIS SILL `0 BE 95 1/4'MAX.FRAME WIGHT. 'Sc PS: I. 3 12 OPTIONAL LCCWK1)0Zn1L i). MAY. OP 86 PSF W/ (4) U'IS' OF SILL IS LIMITZ11 TO.,,-7&G psF DESIGN LOAD AND -a, I Sirtoce 8(11� Glon Tyr,,I, A, B. & C :4US1 k USED VIIERE WATER INFILTRATION IS NOT REQUIRED OR THE @2, •• 00 2j. MAX. UP m76 PSF YI/ 2-Fo.it"c Fxmam OPENING is FRUI�CTI- WITH AN EXTENDED CEILING CR RODF 2' .1 Bolts 0 tive OVERHANG GREATER THAN Z:R EQUAL TO THE HEIGHT OF THE WALL -Iv Sill II Lock (active)+(2) Surfoc WHERE THE DOUR IS LOCATED. SILL Height • --0* N.tes; .0 D7 8501 NW 90th St. Rcv1ded to comply wFF55,2504 01,406'! Beised to comply v/FRU007 sdded LA TVS ON MEDLEY, FLORIDA 33166 MIN EMBED.INTO 55 T.�td Dim 01/22/10 11-TI=.) 350 PSI CONC.(TYP.) Z) '. • (305) 696-8660 • Ashland Mult-Point 1-1k 01/27/11 &LA`VPAC2VR8A OF QUALITY AWMWM KNAWS AND afASS DORS —5/w ELca TAPcGN v/ PRODUCTRISVISED, .f ftvW is comply w/2010 FOC ae,a cm c rmt a- r"ftudw ft4W"._ smut t 1/2•HIM NOEL os complybawid)the Floridaw/W14 FM It"APPROVAL WACT I FROM DOOR OF 11 (WN.EDGE DIST.) (W.= T 1 0)7, F13R LOCATION TFID6 SPACING •) 0 1,/,-L071,5 "La Porte" Impact" French Out—Swing Door ad.0— OPTIONAL - DOUBLE ROT-TO 2.4".Z-4 RAIL IDATE FD-2003 G 0•0 1 1% 5/1 TAPCIIN V/ 3/16'TAPCON VI 1 1/2'MIN ENDED. IEE WDS-FACING INTERIOR SIDE I x(P I.)V013D BUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING I x(P.T.)WOOD B= (SEE NOTE 3,SHEET 1) (SEE NOTE 3,SHEET 1) INTERIOR SIDE INTERIOR SIDE 3 CK 3 LO STILE T 3 19 20 21 JAM T I LOCK STILE 19 20 21 ;1� Ilk. LOCK STILE JAMB B 6 7n\ (4, 18 15 46 • 46 39 Y 31 is 7 23 Active Mew L m1 12 C, YF.RV 366 tb OE MA. M F 6GIM) W IT 0�� EXTERIOR SIDE UNIT WIDTH I'll IMBED UNIT WIDTH Q 1 V4'M FACCERIOR SIDE EXTERIOR SIDE �5�05 1 INTERIOR SIDE TYP 5/16'TAPCON W/ /-5/16'TAPCON V/ 1 1/41 V�TN. LOCK STILE n3 C 56 57 l MM M X 1 1/2"MIN FI - V�PACIN5) SEE NOTES 2R INTER11JR SIDE 7 \I1(JLLIGN -�e(k $ E FOCI: JI f T vF1 00 .-EL 'SIE 3, SHEET BUC,I) ; -, 7 N ILT Active z SideUte G3 H3 17 1/4' SHIM TYP EXTERIOR SIDE SHIM TYP .1EA0 (4) lt;S'IA", T10 I FASTENERS NOTES 12 '1X SUCK, Al M.bjhU4_aEQ_UjaED_fA�� 1.12) FxrEPIOR SIDE HEAD:. 5�115 Y 3 1/2.'Long TAPCON(-). JAMB:' 5/16' x 2 /4 Long TAPCON(-) A.Stt Scre. 3 S.'...0..Ch Me F Jb., MULLIONS' 5/16* X 2 1/4" Long TAPCON(*) 27 18 12 tot per sidellte) ' (-) TAPCON F -EILO ULTRACON 2 30 �11, INTERIOR SIDE bI ZY_BMK*MINIMI-I-A REQUIRED FASTENER LENGTH INTERIOR SIDE a-92 53 : 5�11,5: X 3'L.9 TAPCON(-) HEAD 3: PRQDUCTREVTS ED 6 ) 2 1/4 Long TAPCON(-) LA�'T%&_ASS 6 ss complying with theylatiJa LOCK S MULLIONS: 5/16" X 2 1/4' Long TAPCON(-) ir 9 10 1 10 -0 buDNOgGodu A- 5F; TAPCON BY 'EE.CQ UIMUCW j in 44- '0 AT SILL 1,/io'TAPCON wl 1 1/2' MIN, EMBED i 2% 7 InoctIve _j W INTO 3500 PSI CONE. MIN, x 41 0 a II INfERIOR S7-1Miemi a,;,'' 17 ft.,U, j 1/4'MIN. EQ�, 17 -R41RS W/ 11 1/2*MIN. EMffJM1iiff, _QISTANCE& 1/4'MAX, SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi -20 ANCHOR ULTIMATE STRENGTH Fu-177ksl EXTERIOR 0' K I OC STILE 3 IJI-IIN R" Active SIdUte SIDE S EXTERIOR SIDE E2 J e ALL^AFCGN LaNGTO9'L"SP WIND AM 2 5 0 00 SEE OR MAX SHIM 2 0 EMATION LT I of a F I i, • ANCHOR SPACING AM WCATIONS i o (2 12 ,@ P,7, 71�to amply w/nC�004-It 8501 NW 90th St. .- :. P,-,i ly�/FEC20 LA MEDLEY, FLORIDA 33166 C V-3 ON IF (B S. (305) 696-8660 55225 mated Glees 01/22/10 L -j SIV., L LL f.-Height Aswoud Unit-Point'Ack 01/27/11 P SILL U4NUFA0TU)W OF QUAL(TY AWMMVM WIAWWS AND GUSS DOM Revised to Cormply N/2010 FOC Pd Cakj�w S�*..,Wbdb NOA"Ilmoll. AwAar FREWA DOOR 4 OF a IF ZQ 11114liseill to comply v/2014 C I MI 4 EMBED I MIN EM I • Nelson Brasto 01/1015Dap La Porte" Impact" French Out—Swing Door '?T=Psmp 0 ryp 1-1�� Yp.)ji aRr- 0 % .... • ♦ 5/16,ELCO T N Nelson Rrazo OS 20/1E 1 1/4' 1 11/21 HIM EFOIE0. 1 1/4' (IDN.EOliE OW.) tSEE SHM 1 OF 6 FOR SPACING) OIN.EDU )ATE FD-2003 s EISELI11 ATTACCENT m�E TM SimE um GLAZING TYPE & DESCRIPTIONS to 1/4 SCREW e3a INTERIOR SIDE N Vo"V PK/AuL .466 0 A Laminated Glass by Du opt- GIs" a "A" ASSEMBLY SIP31/3 a86 17 Glazing Adapter [-6/rM� eztng Dept sre.3/+•PFt/PIaL. CI'tOl DEBCRIIAt40N DSC6d 92 /I veAtt[AsrRm FACE tp+ 30 31 Cg 1 3/16•Annealed IIj / E .090•"oat SGP Intert°yer ' \....-......... 3\Isn6 3 3/I6'Annealed M66• .340 0/A Laminated Class b Du nt- Glass a"H" b rVt pant a,So lutia , Mir lEiC8lT1.7N DSTdII• 93 Types A.'B'or C _ \_ _ __._"",�_..`•:b� ...tn...3I'L4e! �e,'_`'?,iLi IS TASL.V. :Te � 1 F,RA'LIE AS32POLY IJErlr!:, <DaADrvxtra -Fn) by 6oluue - Glass a ° \ GLAZING FAIL #i MIA I ns'.�'taa IMAM 34 SILL SEALANT DETAIL ( I all, /A•Heat-Strengthened Glns l9TE H154MA TO Vr SEh.E3 SIMILAR TO SILL LEFT DOOR _ /--KNGE VILE 2 1,Safl¢A PVP in:erlay@r LIFT OFF3 I/a•Meat-Strcneti ned Glass a3Aa AND RENow f LVTERNPl / - I Tefe7EC Rlro / 3B• da INTEk!OP. 9tutt Clem I GLAZING TYPE & DESCRIPTION luS •`cc ATrr.4BENT/ �� I Glnaing Adapter---� �-�- 9ilaoTte - •� see rs�3e i ( 6/!BP Lam-.taiea 1.340- g40 6L EA HL?nnnt.lrn<.artsdgmClan sa G13T c-s3oluLLa,i-' Glea th RECALL \1 tG1e4n llep F7—1 -lLIi4N \CR� � ;81'++E A'C'ACHAENP DETAILS ®a 'D -r Gn ln3tialc a. 1 4 IhSln ATEN f°SPACE r�+r ALT 3--a sY' --� i..'-iV 3 1 8 7I!WLREO CLAS T34 9' 1/0*Temp.bless / / q_._ / l ;.3.J 0 A i—I Ited "!leas b Rolutia - Glass e-9- `R1 ' i �mceA*ru ."r �rr� 'EX.1 i I I I M4.UL ,ca svr TraSear — Li—Log nese - ! { uREvs n: IWD tt-FF ' Dura Svhye$Pacer ;vi Im Pt.:^.::_"'TION MAIL * UAIvEL AS�BRII3LY ETAL 1 i I &ack-I/4' ° npn ce Ft t%s'H3ot-Stye tnanetl as=s / n I_ PtA°.a12-PSN-3$7 ^a ", ...• EXTERIOR Glass 1 1, AS 4'INSOLATED P SPACE E34p�' A[CEtS vbE p]VEe -'I_ 9d I I GLAZING DETAIL k;-7 s 1/6' iENPEREn—A V$ - BOTraN LEFT D1+SNS OR SEP.ILL;11G SCREVS 914 SMS OR SELF DRILLING SCREWS 8/tVT0.�{r [IS SR0.Pa au-I INTO METAL STRUCLFLTURE INTO METAI.STRUCTURE (SEE NATES FOR SPACLML {.-. (SEE NOTES FOR SPACING) --II 2'125 TKK. 2 GA MIN. I I'-MIN EDGE LIST. - I (6063-TS HIM) _.J1414 EDGE DIST. (iyl _36 KSI MIN) •� IVA_UMIMUM TUBE M'AL'�F.: 'TEEL TUBE c:t C��-L^rt REFER TO APPROVEv IN C@M"V/ALL% ( 3sF a04e I�M�IAHI-RADE TAA 'O 3 T ty TO BE PLATED OR FAINTED) —� :/41 MAX.SHIM TYP, 1/4'MAK SHIM TYP. L"•'—_J-_ -.� FRODi1ii REVISED I` �"Aw aDtpiyutg Frith Florida ding Coda /'1f/ e��4•tr: ";° .. __s. --- J l./ . 1 1/4'MDL x/16`ELCA TAHC[AV`d/ aueo"i�EDGE➢;ST. 1 1/4•MIN EDGE DIST./�—I I/?'HSN EMBED ••-��+ • •TYPST 5r•E' TAPCON W/ �-- --7'.P (SEE N3TEo'UR SPAGNG� • fact SJ. TO • • HINGE Asggmr,Y DPT'AII t 1/2•MIN EMBED,INrCO: J�0 N• • gFD-824-2 Produu Co 1 <CFE NOTES FOR SPAMNG) 1 I • •A E - /nt 0 BE 3 KSI HIM) G"T,J • - TJCK •y0 ,e • I•avlslon Noses: ppy trj rE Pg1 •• ••�, •�`F,,•' -;• • ,Iyced to c+mply Ta�C;'C04-il/07 G)6' �/j 8501 NW 90th St. 1 A. WS G)1 �% MEDLEY, FLORIDA .33166 a/ 2- L.•iead to :o np y nJ P11C 707 k added I 305 696-8680 1 5 '•`^ Inedeted Glaae OS/E2/10 I :.I1�TD S F2I NC. I rT a end Yltlt-Point aIJ^''St AtANVIAMMA EFdt'dLti7.tLUYU`OY sCNDOIS AND DOSS DOORS 1/4•MAX.SHIM TYF. K l/4•HiY.cH111 T"P. • • •T'�7 � o- n ReT#ed]o comply w/202. PBC eta," In.a cawcmlF se+A./Araa t Tdewr sAasA �•d • ` e /b• RIMSA to oaw Tv rr/�l4 PBC NOA AVPROYAt IMPACT iRENCM WOR SOF 6 • t �• • r'�p • : Neteen graze °of is/le rlLa Porte" Impact" French Out—Swing Door NOTE. ol•• • ,��j G'�,``o • dao Iaaax OPTIONAL INSTALLATION DETAILS MAY APPLY t��`•�'° + t•�•• Nelson l]raao G)1/20/12 TO woR FRAIfE(TY�P.)AND/mi FRAME NEAR FRAME INSTALLATION OPTIONAL DETAILS DATE—'^r 3 "`'� �`"n.tAB. Pmt" n°"` °i`0m0i' FD-2003 • • • • • • • • • • ••• • • • ••• • • A A t V .076-11- 07. 3.5 I �--4- 4.500�I = 3/8'O.D. 3/a• B 3• �r •050 STEEL HST STEEL BOLT �® � � � .460 J 3• .975 Afi2 TI .096 O 986 r m 96 GUMS TOP CAI�IOE® f- -I 1750 1.750 -L .697 .065 i l/2 -I •909 I .07a .127 j GLAZING ADAPTER z6 QUARTER ROUND L I' FLUSH BOLT AND gl0 C(11/1R"} HEAT) FRAME HEAD gg M1tL' PANEL HINGE STI. 1 1 B j & 409 TWO-POINT LOCK _ __-_- OFD-834 O /}L-907 -1.812-I //L-901 f i `/ANGLE GUIDE AFD-627-1 nl --- ------- -------- ' 09 ).730 6 g �II I ---i I I-i-.908 r I cr .098-j 1 1250 1.500 2.031 - I :00 .064 •064 2.000 124 HINGE LEAF n�QUARTER ROUND ;.79': .075 - - ILn 7 9 On NL-908 0J(3/8") BE" 'tl�� I �Illi N #L-912 / II 1500 f I .070 _ 5.05 -i 4.500---{ INACTIVE-PANEL b y ---- j PANEL LOCK STIL E � OIsle FR S SILL 4 FLUSH HOLT #L-902 47 ANGLE GUIDE .65 #L- 0 1 1/2" LONG . 39 &� , - /FD-'76_1 6I1.7'C- .. .909 i L I 0�6 A63 /'�QUARTER ROUND MriKfPASSI' f^` f :J j(1/4") 11 .12.5 4f: LOLK PASSIVE I L� 11CAii1.250 L-911 .072 2�5 1.625 065 0190 2' IHALF GROUND 1 4.000 I (- - 4.500. 072,•,` ' 42,FALS3 MUi491N RAIL ADAVIER L - .500 r q1 eL-913 (-) /jL-909 ,094 F-rs7 4 "AMB ADAPTER TORN "� ' I 1 8 l l/\I �--_.._- I O 31-904 L' r r, n8a_ 10n T ----- 1 -II--•:9' 11 Ft_c=I�I=Vinyl(FP1fCI camaos'tion-Team PlesOcs lna I 4.348 /50 51 I T�52!-I53 2"UMITE nANEL 1- FPLC Blaok Co oond No.7260.75 1612 I I .1:•UMINUM PLATE I PRY51CAI. ASPAI NO.1 � �J 2° LONG Dwmttor Hwdmas°A",10 scc 75 D 2240 I �- �HC-002 SP.M.0mity 1.45 D-792 PANEL TOP & I 0.078 0.059 Tea�e Strmgh PSI 1610 D538 /A':TIVC HANLLE I I pgSS!VE HANDLE I Ulb-t Ekn.Vv c,V, 340.0 D439 �.J� BOTTOM RAIL FRAME JAMB FRAME 4A6HEAD SHEAR PLATE L T,i01SET i 1111Sti Modulus®10O°/<Ja.e�:'1r.Pati 765.0 D-618 pL-906 O #L-903 lmp,ax DriWmess, •31.0 D-746 1j 1i -- 11 FPVC WN:o: L 6 -_ --_o-nyouuuivu.ii6i-u NOTE: 11"sWe'L ASPM NO. 2.689 L- j� Du' xr[Imdrwes h:'.IOaee 'l; D-2240 1. R.L4.Dl b1ENS10N8 SPECIFIED ARE IN INCHES �.-to 10] I 500 i f• I - d. 8GE ELEVATION AT SHEET 1 OF 6 FOR (' J.c.a 8 i.45 .r7;) __ iay LI - TcraJ;Samglh,PS1 ID•t0 D-638 >'=it:HOM O.C. MAX. SPACING AND IACATYUN$ - 1 � E A I Ulnaab;Elmg+:w4°= 375.0 D53g �RODUCP REVISED T4- 4.500- -I sy I 1 Moda;m(a�100°/,FJrngaem,P4 76t0 D-98 IIIIII��.�Wlyum with,iho F7aida n� I ImF T 11t 1-:• _ .30.0_13 W g.,,r,t�r_p•,/'A/L,• •�a../•�i"� i 45 FRAME LOW SILL atoftw I I n::yGatw�aa ad�Ye•�'J� �`•�a.•/ TL-g18 `•••I aa� 0 0 t- • `xrW-14 8 f �'cR TO DETAIL'H3'AT SHEET k 3 OF 6 ,I -- • S F hh II I Z• RO • •I - ---- I %; ADDITIONAL NOTES AND LIMITATIONS 7"�,r9M 1' _HPT'aa�_ � III III w • • �_ A41am1 ctconwal ("}GUTDE (I/ GUIDE -7 'I I j •� �a tS , +lf1vlWon Notes) ,q Y7�T d� s 'I +��•• 1 •• / f• �� H/y/ �T 8501 NK' 90th St. Y�a 'II �yl y �f�1 V • e�lae3 to•omply w F!yC.''004001 If' '� I'claed to^eagly e/PgC:LO07 k added 1, c MEDLEY, FLORIDA 33166 C 3.'&•LID i-3�9'dD e� S1'L25 .. In>tilatrd'3!aea 01/22/10 (E PS]�TFL I 3_J.�, INC. (305) 6136-8660 ng I STEEL HOl�� (I/ JTEEl BOLT - b Aalilend Mnit-Point:nck'11/27/!1 KMfAM1RXR OF yGd2fY AWMIFUN VVMOUS AND OURS WON$ STAINLESS srtcL 80'T•l+)• •± $ .�_ Rev�ad!n oa'^ply m/20.0 FSC ww cr<...: Part cz°:.. P.oa e>aa.,.P, a.,wptoac 2tew SAMr �I �n 5/l6.00.SSS c>/-760p�paaaF) }jjQQO4�{[_> 6 OF o U L Optional Multi-Point Locks r_-,2/0•a9.t>s Ta-a"�F, - S• -, �4OF �+,a 1Nv188•to complyM/8014 F80 ROA APPROYJ•L IYPACf FRENCN DOOR 86.0 pat DP) e�` Nelson Xraz 0 19 ss "La Porte" Impact" French Out-Swing Door OPTIONAL Active Lack Possive Lock 18 INACTIVE-PA�FR • d�0�►Q\ao1: • • Il lll� 46 TWO-POINT LOCK ASHLAND NV51t0-STACT5 ASHLAND 11V5lt0-STPAS4FLUSH HOLT a-001 I yes p�t Nelson Ima 1411020712 (+/- 78.0 Pal DP) HANDLE 6 TRDLSET HANDLE&TRINSET I•l s•e 7In1� •• • I� �- a t ASHLAND @VS201A-A ASHLAND 9VSMA-P DATE ttll..VVI �t�. FD-2003 G • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •