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REV-16-2782 0 Miami Shores Village RECEIVED Building Department 0T 14 2016 \� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �0 Tel: (305)795-2204 Fax: (305)756-8972 BY. INSPECTION LINE PHONE NUMBER:(305)762-4949 V4, FBC 20 BUILDING S I Maste Peerrmit No. 12Z zlL-3 � PERMIT APPLICATION Sub Permit No.'P"l(- BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r /(J CONTRACTOR DRAWINGS JOB ADDRESS: ' "� !/_3 City: Miami Shores County: Miami Dade Zip:3 3 y Folio/Parcel#:�/ 3 Z��Q��C Iq n �Is the Building Historically Designated:Yes NO �C Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholcler41JD L GO rW— Phone#: 2 3 6 a 0�� Address: 3 City: S State: Zip: 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Comppariy Name: S G '4Phone#: 3 US "/ 1yy Address: 230 ti,•3 v City: Aeu h., State: Zip: Qualifier Name: C: C ('�� ! J Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteratiio�n� ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /��/s/�� �/"�ti` � o�vL C� Specify color of color thru tile: Submittal Fee$ 0 Permit Fee$ CCF$ CO/CC$ oCP- Scanning Fee$ 9• Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded not' commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building perm' . issue . In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Si nature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z- day ofp 20 l by 12— day of O c-Z-o6� 20 l C by �Ia�Nc� S,(�r4 h'I j`w_ o is personally known to who is personally 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: Sign: Sign: Print: a- F REZ Print:omv;OfU 4e," P.." Seal: MY Comm.Expires Sep 30,2018 Seal: ;' � NotaryState of Florida Commission#FF 164325My'Comm.Expires Sep 30,2018 Bonded through National Notary Assn. '- �:= Commission#FF 164325 p` Bonded through National Notary Assn. APPROVED BY �1 Plans Examiner Zoning W", N0A Structural Review Clerk (Revised02/24/2014) ` PMCEWED DEC 7 MIAMI•DADEy ^. 1 ••� , MIAMI—DADE COUNTY,FLORIDA mi I� i t- 'N t �, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A {ECONOMIC• SOUR�ES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATIO �' Ivy§ `'"'` T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTAN `(NDA) www.miamidade.gov/economy Impact Precious Wood,Inc. 7050 NW 77 Court Miami,FL 33166 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami---Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Double& Single"Out-Swing Opaque Wood Door w/Wood Raised Panel-L.M.I. APPROVAL DOCUMENT: Drawing No. 16-004, titled "Double & Single Outswing Wood Doors, w/ Wood Raised Panels", sheets 1 through 10 of 10, dated 03/30/06 with the latest revision dated 05/18/16, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ;•••;• LIMITATION: Specific Gravity of Mahogany SG=0.55. •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's natm pr logo, Kieta D.C.?•••�• Colombia, series, and following statement: "Miami-Dade County Product C6ft"i•Approved", unless••••; otherwise noted herein. .••••. :•. •. • RENEWAL of this NOA shall be considered after a renewal application has beq"VA and tber;has bee%•;••• no change in the applicable building code negatively affecting the performance of ibis{product. . •.: ...... TERMINATION of this NOA will occur after the expiration date or if there has.TOW$revision 8r change •. in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as anandorcemen{••••• of any product, for sales, advertising or any,other purposes shall automatically teripp to this f10A,Failura•••• to comply with any section of this NOA shall because 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. 11-0817.12 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 Jorge M.Plasencia,P.E. NOA No.16-0119.02 MIAMI DARE COUNTY Expiration Date: October 12,2021 "'' ' Approval Date: May 19,2016 Page 1 Impact Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 16-004, titled "Double & Single Outswing Wood Doors, w/ Wood Raised Panels",sheets 1 through 10 of 10, dated 03/30/06 with the latest revision dated 05/18/16,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit,Jr.,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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per ANSI/AAMA 1302.5/1303.5 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of Mahogany Out-Swinging Entrance Doors, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.'s FTL-4560 and FTL-4552, dated 0720/05 and 12/05/05, both signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under NOA No. 06-0809.04) 2. 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 Mahogany Out-Swinging Entrance Doors, prepared by Hurricane Engineering Testing, LLC, Test Reports No.'s HETI-04-1923A and HETI44-1923B, dated 10/05 and 11/11/04, both sigped and sealed by Ivonne Ghia,P.E. . . V060* ...... (Submitted under NOA No. 06-0809.04) • . ...... . .. ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cdgWyfng v4tlr,gBC 5(h •••• Edition (2014),prepared by Tilteco,Inc., dated 01/12/16, siguod.and sea"by.Waltar.%.' A. Tillit,Jr.,P.E. •• •• •� ••••�• 2. Glazing complies with ASTM E1300-98/09a • D. QUALITY ASSURANCE •• •••• • 1. Miami-Dade Department of Regulatory and Economic Resources (RER). ' Jorge M.Plasencia,P.E: roduct Control Unit Supervisor NOA No.16-0119.02 Expiration Date: October 12,2021 Approval Date: May 19,2016 E-1 Impact Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51'Edition (2014) and with ANSI/AAMA/NWWDA 101/I.S2-97, dated 01/12/16, signed and sealed by Walter A. Tillit, Jr.,P.E. 2. Statement letter of no financial interest and independency, dated 08/11A 1, signed and sealed by Walter A. Tillit, Jr.,P.E. (Submitted under previous NOA No. 11-0817.12) 3. Distributor Agreement between Colmad, Ltda.; Bogota, D.C.-; Colombia and Impact Precious Wood,Inc.,Miami,Florida,USA,dated 11/12/11, signed by Marebel Reyes Bustos and Ruth Velia Giraldo,respectively. (Submitted under previous NOA No. 11-081Z12) 4. Laboratory compliance letter for Test Reports No.'s FTL 4560 and FTL-4552, issued by Fenestration Testing Laboratory, Inc., dated 07/20/05 and 12/05/05, both signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NOA No. 06-0809.04) 5. Laboratory compliance letter for Test Reports No.'s HETI44-1923A and HETI-04-192311, issued by Hurricane Engineering Testing, LLC, dated 10/05/04 and 11/11/04,both signed and sealed by Ivonne Ghia,P. E. (Submitted under NOA No. 06-0809.04) 6. Proposal issued by Product Control,dated 07/26/05,signed by Jaime D. Gascon,P. E. (Submitted under NOA No. 06-0809.04) 6666.. G. OTHERS • 1. Notice of Acceptance No. I1-0817.12, issued to Impact Precious,Food,Incr for their•.... Series "Double & Single Out-Swing Opaque Wood Door W 4btd Raised Panel ;•••; L.M.I.", approved on 01/19/12 and expiring on 10/12/16. •• '• ' 6666 .. 6666. 6666.. »•. 6666. .. .. .. 6666.. 6666.. 6666% 6666.. . .6000. 66 6 6666 6 6 6 00 0 Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0119.02 Expiration Date: October 12,2021 Approval Date: May 19,2016 E--2 GENERAL NOTES AND SPECIFICATIONS: 1. FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR 11. (o) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE. A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. FENESTRATIONS MAY-BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, (b) CONTRACTOR TO BE,RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE USING ASCE 7-10 STANDARD, AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE INDICATED ON NOTE 2 BELOW. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 RESPONSIBILITY. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. c THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% () INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bM USED IN THEIR ANALYSIS. THESE FENESTRA'nON'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FTL REPORTS No. 4752 AND 4560, AND HETI REPORTS No. 04-1923A, 04-19238 AND AS PER SUBMITTED FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY SUBMITTAL TO MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A 2. MAXIMUM (AI i OWAA F sTgEss DESIGN-A.S.D)DESIGN PRESSURE RATING IS• +60.0 paf.. -65.0 paf WITH PRODUCT APPROVAL REVISION OR A ONE TIME APPROVAL. REQUIRED HARDWARE- AS PER ELEVATIONS SHOWN ON SHEETS 2. 3 & 4. (e) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. ENGINEER OF RECORD THAT PREPARED IT. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY G=0.55. WOOD BUCKS MUST SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL, AND SHALL COMPLY W/ SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.), WHEN ALLOWED BY THIS DRAWING. 6. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON THIS DRAWING SHALL ONLY BE USED TO SHEETS 2, 3. 4 & 9, AS APPLICABLE. OBTAIN PERMITS IN THE STATE OF FLORIDA 7. THESE FENESTRATIONS WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE 8. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: IMPACT PRECIOUS WOOD, INC. MIAMI, FLORIDA. MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY1616ta�, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 11116 A• PRODUCT REVISED �A1%11161 � .••••.eMe= as eomplylnp with the Florida 10. ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL f'vG s eullding CCodde BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. , NOA-11o. 16-0119.02 •• ••• • • • • a4 " a• ; No.44�8T * Expiration Date 10/1212021 • •• • • • • ••• • Z SIXTEOF Mlaml- a Pro uet ontrof •• ••• •• • _• • •• v,••• w , FLORIDA BUILDING CODE (High Velocity Hurricane Zone) S�ANA� '� •F ezms mrFco iRc. DOUBLE & SINGLE OUTSWING WOOD gym+9Y. "'���'•�" DOORS, W/ WOOD RAISED PANELS M•L • ••• • ••• • •• • •••• •••.• ••••• PN:(Tea) 01/17/ 10IMPACT PRECIOUS WOOD, INC. DATE, TLaT TMftWCOMPANY7050 NW 77 Ck • N •,R 73160 122-a27,FAX:(m)42e-7011 16-004 •• • ••• • • • rmai®w�16«�ep a.00m �e ear X101 r>< 6aARwo Ir P.E.3FA a1GNANRF/DAT[ WAILER A 1RAlr k.,P.E. u„-w MW o - SHFF7 1 Oi 10 n.ORrA1 lb. 11167 as ,V,. - • •• •• • • • •• •• ••• • • • ••• • • I A/9 II A/9 II A/9 II A/9 II A/9 II A/9 PF.X. 22 20 20 (Ma..) P,F.N. (TYP.) 22 2-11' 2•'11• (TYP.) D.LO.H.(Moz.j 22 (May.) 18 (TYP.) (TYP.) 18 I x. F.H. F.X. V-, /e. 4A y._e• (TYP.) I.-11• (Ma..) (TYP.)IF S.H. F� F.N. e'-,0 3/e' .LO.W.(Max. W-10 3/e' .LO.W.(Max. (MaxJ (Moxa SH. z-,1 1/4' S.H.(Max.) S.W.(NNx.) 8'-0' (Mor.) S.W. 7._6. D.LO.W.(Max.) S.W.(Mar.) �9 �^ �9PF.H.y (uo..) C/ /9 4A 4A 4A 4'-10 1/2' (TrPJ D.LO H (Max. ('�) O.LO.N.1(May. 1'-, D.LO.H. Max.( ,LO.W. za -,1 10 /2• 10 /2' 10 /x' 101/2' 9' 9• (Mox.) o.c.- D W-0, 3 (TYP.) II A/9 II A/9 3 (TYP.) II A/9 I A/9 3 (TYP.> IIA/9 IIA/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR REGULAR OUTSWING DOOR (XX) (XX) (XX) INTERIOR ELEVATI„O-NS N.T.S. t11111j1t�R A.7/I'T mac/ PRODUCT REVISED lt� •'•••••••• ✓ as complytng with the Florida MAX. (A.S.D.) DESIGN PRESSURE RATING t�, f•JCE � 'ti = Butlding Codi ttOA-No. 18-0118.02 PREFIX LEGEND: DOUBLE DOORS WITH � ti = NO.44167 ••• • iHREE VOIN1 CRBMOMES® T*,� * *= ExplraHon Dale 110112120211 J. — F.W. FRAME WIDTH • • • • i = my — F.H. : FRAME HEIGHT • • 4,F !$�4�9f • ��� s Mlam roduct Control — S.W. SASH WIDTH ••• 01• Ntq&V�a f15 psf••• •%a,••R� .• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) — S.H. SASH HEIGHT z,S ,. ,r1' oz 14 7N7fco iNC DOUBLE & SINGLE RAISED P WOOD DRAWN er: — D.L.O.W. : DAYLIGHT OPENING WIDTH — D.L.O.H. : DAYLIGHT OPENING HEIGHT DOORS, w/ WOOD RAISED PANELS ILL — P.F.H. PARTIAL FRAME HEIGHT ••• •i• i i ••: i /6 I L ECO 1 Mc. IMPACT PRECIOUS WOOD, INC. 01/12/16A • • • • • • HILT TESnNe a KmaINEERINo COMPANY MIAMI NR 77 O, •• • • • • • • • 11Mf N.P.7.N.4 W]n-.mPn.axlola.rt}MIM WW1.. 371 e6 ma.,tam).n-�>,o.n.•tm,N.i-,6+� PH:(Mee)zx2-an,FAX:(30M)4ze-3o,1 16-004 • •• • • • • • •• e-mall:ellea00001.00a1 e+t DRA1alO N' •• • ••• • • • Ee-00067,9 �°�'d P.E.SEAI/310NAlURE/OAIE WK1ER A TNN.M.,P.E. PAP'• s - SHf[I 2 M 10 mmD4,k.IF41167 alb — 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A'/9 A'/9 A'/9 'A'/9 19 I,A'/9 22 21 21 21 ^N. (TYP.) 22 2'_1f (m (TY — D.L.O.N.(Mort P.) 22 D.L.O.H•(M9r.) i 0.LO.H.(Mar.) 18 _ ,5 0� s.w.(Mox) =7 (TYP.) I ,7•a.a. 18 4A 2'-11 1/4 ,7 18 4A 2-„ ,/. N a. M x. S.W.(M=.)- S.W.(1/4 g._0. s/a 4A (TYP.) g'-o' (TYP.) F.X, S.N. g_g• (Nax.) 1W.( F.H. ,'-1,' F.H. .L.O.W.(Mov. (Mov.) B'-/0. - .LO.N.(Mov.) (Max) 5.X. 7'-6- C= LD.w.'(Mox 1 9 - /q _ (X.) (Nor.) /q _/ (4a P.T.H. / -10 316• C S.H. 4A (Nov.) o• .C. 1 9 3'-5 i/6• 9'O.C. 4A 1 3'_5 /8. ITI s c. 4A D.LO.H.(Mar.) ) D.LO.H'(May. 4'-l0 1/2 "10'H, .LO.W. m.) 21 ,o /z• ,01/r ,o /2- to /2• 21 10 /2' IO /2- 9�� 19 On.l •-O-F.N.(May. �-) '-O'F.W.(May. _D F.W. 9. 3 (TYP.) I'A�/9 1/A�/9 3 (TYP.) �t A'/9 I'A'/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR REGULAR OUTSWING DOOR (XX) (XX) (XX) INTERIOR ELEVATIONS N.T.S. 1 PRODUCT REVISED t a•complying with the Florida �`till ��A.��,j%•� Noa no.0 de 18-0119.02 PREFIX LEGENDPRESSURE d DuOT-No JCENSF •• MAX.MAQXU. A.SD.Dq�DESaIG�NJ P jES�U�E RATING: `` j i Expiration Date 10/12/2021 - F.W. FRAME WIDTH i CR YF.SIjRF�C�'b'2TSE:21D N0.44167 ; By - F.H. FRAME HEIGHT • F0 3 OOIMT YOOK • • Mlami-Da r Net Control - S.W. SASH WIDTH 09* ••POS9iWE 00 ftf•• �? .. •"� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - S.H. SASH HEIGHT •.''2oR}� .�. 02016 m1Eco INC DOUBLE k SINGLE OUTSWING WOOD DWAwH er: - D.L.O.W. : DAYLIGHT OPENING-WIDTH NEGATIVE 65 p•f � If AIL DOORS, W/ WOOD RAISED PANELS 4.L - D.L.O.H. : DAYLIGHT OPENING HEIGHT ••• • *6: ••• ••• - P.F.H. : PARTIAL FRAME HEIGHT • • • • • . IL EC O INC. IMPACT PRECIOUS WOOD, INC. w • • • • • • ��//G 11127f 7mN0 a ENGImul No COMPANY 7050 NW 77 Cf •• • • • • • • • 6a11 xx a4N.s,-�.aas-VKw GMDp4 n axa WAL FL 33156 n.»:tams 111-120.m,awl m-1wi PH:(7a6)222-9411.FM!(305)426-3011 16-004 • •• • • • • • •• s-moll:01aco0aal.com WAMC w •• • 000 • • • Ee-0006719 =1 °Rv - P.E.3[A A6NA,9EE/OArE W.TER A M Jr.P.E. u 11-�w •/NN - WET 3 OF,0 FL'0A Ue. 44111 4N • • • • • • • • • • 0%• •• •• • • • •• •• • • • ••• • • A'/9 I z•-,r A'/9 II A'/9 II A'/9 19 S.W. (Max.) 2'-11" 2'-11" 2'-11' S.W. (Max.) .W. (Max.) 1 9 S.W. 19 11" 2 1 _ — i'-6" 9•_8" 1-6 Z 1 21 P.F.N. 22 2'-11" F.H. 21 2'-11" 6.. M X. 3._O" 6" (Max.) O.L.O.H. (Max.) (MOX' D.L.O.H. (Max.) P.F.H. (TY1P 1- 0.c. 1 9 2'-11• (Max.) 2'- 1"9"N�� .L.O.H. (Max. D.L.O.H. (Max. 22 22 6" I— 18 (TYP.) 17 o.c. (TYP.) " 9" o.c. 17" o.c. g-0' g._ 5/8.. 19E; (M.x (TYP. A ax. _ 4A 8 s•-3 s/6• 4g'-3 5/8" y.. o.c. B S.Fi/8• 9• o.c. 1 8 S.H. (TYP.) Mqz. (F.H..H. g'-0" 1' IMS.H. (TYP.) (Mox.)ox.) (Max.) (n'P•) F.H. D.L.O.W. (Max.(Max.) 1'-11" 1' 1 t" ) g._O. (Max.) 7'_6" D.L.O.W. (Mox.) FHD.L.O.W. (Max.) .H. (Max.) �� _(MoX.) D/9D/9 D/9 D/9 7'-s" D/9 D/9 /9 D/9 (Max.) 6'-0" a-t 1/2• 4 4 191 P.F.H. 4 18 2•-11" 2'-11" 2•_11• (Max.) 3'_5 /8' 2'-11" 3'-5 1/8" 18 3'-5 1/B" TYP. D.L.O.H. Max) D.L.O.H. (Max.) D.L.O.H. (Max. D.L.O.H. (Max. ( ) 19 - " (TYP.) 19 V 11• n a.a 19 t' 1, D.L.O.W (Max. D.L.O.W (Max. D.L.O.W (Maz. ax. 10 /2' 10 /2 10 L/2' 101/2•• 10 1/2-410 1/2" 10 1/2' 10 1/2" 1 4 1 1 21 g' L s• 23 (TYP.) 21 e g 6' 23 (TYP.) 21 6• y., 6• 23 (TYP.) 21 6„ 23 (NP.) o.c. o.c. o.c. o.c. (m.) (Iry-) ".)3._0. (nr.)3,_O" 3'-0• 3._0'. F.W. (Max.) F.W. (Max.) F.W. (Max.) F.W. (Max.) �I A'/9 A'/9 A'/9 A'/9 SINGLE REGULAR SINGLE FULL ARCHED SINGLE 1/2 ARCHED SINGLE 1/2 ELLIPTICAL OUTSWING DOOR OUTSWING DOOR OUTSWIING DOOR OUTSW(ING DOO `X� R W W W PRODUCT gREVISED INTERIOR ELEVATIONS auliaing'Cc"d.with the Florida •• ••• , IrNiNOA-No. 16-0118.02 N.T.S. '''t „ j• • • •. Expiration Data 10112/2021 PREFIX LEGEND: •(�S ) O :PR$ssL t�`�P� GEN �'�ss y - MAX A E N RE RATING: S D • SIMILE UODRS•WRAi 7• • Mlam a Product Centro - F.W. FRAME WIDTH ••• MO"��0� )9 L'7 t)a• �, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - F.H. FRAME HEIGHTDOUBL; - S.W. SASH WIDTH POSITIVE 60 psf STATE�F ozo/e mnOD iNG ORS, W/SINGLE RAISED ING W D - S.H. SASH HEIGHT - D.L.O.W. DAYLIGHT OPENING WIDTH ••• • 00 NEGATIVE 49465 psi•• ••o • • • • • 11r (�1 ' aff x..iMI.La, Exn C-.wcOw eINacn n1a IMPACT PRECIOUS Ee WOOD, INC. • Sj += »a o1M/1zE - D.L.O.H. DAYLIGHT OPENING HEIGHT • nwr TESTING aa EN•NEuxo co1Pu1v „-,,,.r„ P1:(rsE)2N-0427.FAX:(305)428-3011 16-004 P.F.H. PARTIAL FRAME HEIGHT •• • • a-mall:Gleco•ool,com •• • *00 • • • ••' E9-000tlIP avM Ocr �..� OMWINO M P.E.3C SKNATO 0Att w'LL 'fi r+”P.E. •�•w av SHEET !0i 10 ROPoW lb. !l1Er ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• BILL OF MATERIALS REM III REQ'D. DESCRIPitON SIZE MATERIAL do REMARKS 1 1 FRAME HEAD 1.78" x 6.09" MAHOGANY WOOD 2 1 FRAME SILL 1.92" x 6.125" MAHOGANY WOOD 3 2 FRAME JAMB 1.78" x 6.09' MAHOGANY WOOD 4 2 TOP RAIL 2.25" x 6.125" MAHOGANY WOOD_ 4A 1 INTERMEDIATE RAIL 2.25" x 4.715" MAHOGANY WOOD 5 2 BOTTOM RAIL _ 2.25' x 6.996" --- - MAHOGANY WOOD 9i� 6 2 HINGE STILE 2.25" x 6.125" MAHOGANY WOOD 7 1 LOCK STILE 2.25" x 6.841' MAHOGANY WOOD O ACTIVE8 1 ASTRAGAL LOCK STILE 2.25" x 6.541" MAHOGANY WOOD 0 IN-ACTVE9 AS REQ'D. MAHOGANY WOOD BEAD 7/8^ x 1" ATTACHED TO SASH W/ 16 gage x 1 1/2" FINISHING NAILS SPACED AT 2" FROM CORNERS & 10" o.c. 5/ 1 3/4" 11 AS REQ'D. CLOSED CELL FOAM STRIP 1 2" x 5/8' FOAM TAPE FULL LENGTH OF SILL_ 1/16„12 1 THRESHOLD(DOOR STOP)MAHOGANY 3/4" x 4' x 6'-2 1/4" LONG. ATTACHED TO SILL W/ () 8 x 1 1/2" F.H. WOOD SCREW 17 FIRST 6", ® 20" O.C. f j13 AS REQ'D. Q-LON DOOR SEAL AT FRAME PROFILE 5/8" w x 1.00"h SCHLEGEL# ODS 650 23 14 AS REQ'D. Q-LON WEATHER SEAL AT SASH PROFILE 3/8" w x 5/8'h SCHLEGEL III QEZD-320 15 AS REO'D. SEALANT - CLEAR SILICONE FRAME&FASTENER INSTALLATION SEALANT "GE" STObK No. GE012A SAS E 17 AS REQ-0- GLAZING - CLEAR SILICONE 7/8-WIDE & 1/8"THICK "DOW CORNING" No. 995 SILICONE HERRAJE SIDANEZ, S.A N AR08.WITH (8)flOxi 1/2'WORD SCREWS GLAZING DETAIL FOR WOOD PANEL 23 18 AS REQ'D. STEEL HINGES W/POLYESTER COATING 3 1/16" x 6 1/4"x 1/8" (5) RF.Q'O/LFAF AT FULL ARCHED/ELLIPTICAL DOORS N.T.S & (8) REQ'D/LEAF AT REGULAR DOORS 19 1 3 POINT LOCK WITH BRASS KEEP SET 45 mm B.S.FULL HEIGHT SCHLEGEL SL-16 LOCK-STAINLESS STEEL 20 2 FABHERR THREE POINT CREMONES FULL HEIGHT STEEL W POLYESTER COATING 21 2/SASH CREMONE SURFACE BOLT Min. 12", 22" LONG 12" LONG 0 BOTTOM, 22" LONG O TOP 22 AS REQ'D. FRAME INSTALLATION SCREWS 1/4"F.H.ULTRACON W/1 1/4"Min. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9'o.c Max. EMBED.INTO CONCRETE OR CONCRETE STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS BLOCK& 1 1/2'INTO WOOD. MIN.EDCE DISTANCE=2 1/2'INTO CONCRETE OR BLOCK& V INTO WOOD 23 AS REQ'D. WOOD RAISED PANEL 5/8'THK.AT ENDS&1 3/4"AT CENTER MAHOGANY WOOD, 3/4- PANEL BITE 24 AS REQ'D, CORNER CONSTRUCTION GLUE EO AT All MORTISE&TENON SURFACES CHEMICAL BOND WW25 25 1 STRIKE PLATE FOR CREMONE SEE DETAIL, SHEET 8 AISI 304 SERIES S.S. FASTENED TO STILE W/ AT INACTIVE DOOR LEAF LOCK (3) 11 10 x 1" F.H. WOOD SCREWS 26 1 STRIKE PLATE FOR CREMONE 1/2'x 5"x 16" x 14 GAGE AISI 304 SERIES S.S. FASTENED TO SILL W/ (5) #Bxi 1/2" &SURFACE BOLTS TOP&BOTTOM F.H. WOOD SCREWS PRODUCT REVISED as cam 1 In vv the Florida LrT1A/Iilii����� Bulldlnp Coda TOO NOA-No. 16-0119.02 •• ••• • • • • • •• 1• ��' rL/,p Expiration Date 1101112120211 . y�Q .�jGENSF '• S B • • •• • • • • • ` Y • •• • • • • ••• • ; "S Miami-0 o ro uet Contra ••• •• ••• ••• • • ••• -* FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 STATE OF azole nLTLco W. DOUBLE & SINGLE OUTSWING WOOD oaAxx er: 9' .•' DOORS, W/ WOOD RAISED PANELS MA. • ••• ••• ••• ••• �(. E('.pIMPACT PRECIOUS WOOD, INC. 01/12/te We J `,( TIWT 7Efi1110 a ENOINEERIMO ODYPAt1Y 7030 NW n d ••• • • •• •• • •• • �� I ITs rw..'r`jyrj n ,rtl>er-� PH:(166)222M-L0M127RFNf:i(DRi)425-3011 16-004 • •• • • • • • •• •-mail:Ulleco•od.mm dU91W0 N' •• • ••• • • • [e-OODrl19 O4• P.E.S SxRMTURE WAITER A 1411E Jr.,P.E. [AL/ PATE 20m0A Llc. 41101 rAN1 SHEET 5 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1.250-14.875- - 1 .875 .50875 9 1.160„ 1. 2" .5(0" 1.000" 1.3101"�Y 1.967' a 0.6 5., J - 0.8 5" - ' 0. 5„ .625' I „ LI 4.2 5" 6.125"- 1---� 3.715" '2.250"-- 2.861 4.715" F.971"--280" 0.25" 6.(9" O FRAME SILL 13 0-LON DDDR SEAL 14 0-LON WEATHER SEAL 0.875" 4,25-X1.000" 9 5 '°°°" SEAL COMPONENTS T.8 5 .5 0" 2. 50 1.855" " 500" 9 1.3 5" 2.250" I 188" 437" .875" -11.1 z5"� - 1 6A INTERMEDIATE RAIL 1� FRAME HEAD .625" 500" 13o„ .1zs" 3� FRAME JAMB ® TOP RAIL. ooD" © BINGE STILE .541" 500" 1.5 °" 12 DOOR STOP (THRESHOLD) AT SILL .841 875 .875' 9 " 500" 9 1.00o"f- -4.841"----1 •9 3' 4.791 1.000"- 9 i 1.000" - .B 5'� ' 50 2. 5C" 3.203" .500 2. 50" 875" 3.7 9" 8 5" 3.375" _ I 6.996" 500" 500" 1.549" 5.791"-- 1--5.091"- #1°x2 1/2" F.H. _ 3/16"x2 1/2" WOOD SCREWS LAG SCREWS 4"// 4" FROM ENDS, FROM ENDS, 1.411 � c.o." r�t�Pu1?.... Z200" ® 12" o.°. '' PRODUCT REVISED STILE (INACTIVE) ascoomplyIng wiith tho Florida 7� LOCK_ STILE (ACTIVE) �z- ,p.+ Building CCode ,�Q�;JGENs�w,"S NOA-N*. 16-0118.02 1.125" 1.125" •• • • • • • •• 4 EApirotlon Gate 1 011 212 021 • "• • • • 4187 2.2so" • �` 1�s'• • • • No.4 s* By �5 �*:�6,6 5"• + ••: •• � *t i X dllam ad roauet Control (�5 BOTTOM RAIL •• • • •• rf� � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1.00°"I- Off:•. OA�Q�' �rr *2015 MnCD mc. DOUBLE 8c SINGLE OUTSWING WOOD wuw+er: 9� MAHOGANY DOORS, W/ WOOD RAISED PANELS ' '1[lUOD BEA[?'; "; ';' -" "" IL EC O tNc. IMPACT PRECIOUS WOOD, INC. 01d','E/10 . • ZI • • • • • • • ����b nlan traria*a EamxEEalNo coarun (J5e)125-ao 7050 FL 3i , 1e5 PK;woov corvlRON��Irs 1>,1 M1.aA A,f4»-wuaGe6SM1111M la.,OY5>m-lalo.ra,t1 01-10.1. pee)E2:-012u t42a-301116-004 • • •• 5-mon:U1leC0.5d.Com IXGWNO K • • EB-00°1 1! N.T.S. P.E.SEA ONAl11RE lE wLLTEe A Mllf Jr..P.E. eM• w .-5 -15 ROaOA Ib. 1116) • • • • • • • • • • • •• •• • • • •• •• 7/8'1 11/16" 3/9' 1 11/16. 7/18' 7/16. 1 9/16• 1 3/84-2 J/6' 1 1/8' 1 S/9.7 18• 7/161 11/18 3/9 t 1. 03/16It ' e3 18 BOTTOM TOP VIEW ) tlXiNG OP FIXIN HOLE 7/16.1 3/4• 1 1/4" 1 3/4 7/18 7/16 1 1/4• 7 16" COVER 7/16'3/4• 1 1/4' 1 3/4" 7/t6" HOLE / 5/e' z 1/2' t 1 u/t6• STRIP 1/2• 1/2' 1 2• � 1/1s' / 1/18' 1 1/2' S/a• 1 9 1/4" SPINDLE 1/8. 1 1/2' S 6.5/6- 65/16' 11/16- ENTER 2 7/16' LIDER 11/8- 1/18' 1 1/8- 1 5/16" t2" 07/1T6�' 017/16• ONE 5 is" 1 5/16' BOTTOM BOLT L_ (1/16• 1 3/a' —TOP 1301_T 1 1/8-L-2 11/16'—J-2 11/18• 1 1/9 DOUBLE THROW. 7 5/9• CENTER CASE LOCK ELEVATION s/tfi' 7 03/16' -_ 05/16• 7/16.7 9/16" 13/8• 2 J/8• 1 1/8- 1 5/8 7/18• 7• 03_I6- r__________ _ .__ _ __/_ _ -- --------------- -----------T 7 18' j 5/8• ®® 0 5/16' 7 L 7 16' S/e. �� Lr-J ® /16• I �__________ ____ ___ _____ ___ ____ ___________ _� L1 1/2• 1 1/9` 1 3/4" i I/8' 1 1/2"-r LI 3/8-- _ 1 3/8•- 3/16' �1 1/2' 1 1/8- 1 3/4" 1 1/8• I/2' - _�_------ BOTTOM BOLT 45mm DOUBLE THROW CENTER CASE TOP BOLT BOTTOM VIEW LOOKING UP (2) HOLES FOR t1/t6• '10x 1" W00D /—SCREWS (Typ.) 3/4' B 1/2' 3/4' J/4- 2 3/16" 3/4 01/4`(TYP.) 11/16' 1 11/16' �7/ /6• . 1 1/161/2' 1 3/16/a 8 (3) HOLES FOR 3 4 1/8-(T1'P. 1/4•(TYP.) 1/16'(TYP.) 1 73/16• #10 X 1" WOOD 1 1/2" 1 1/2' 2' 1 1/2' 1 1/2• . 3 I/4" SCREWS (Typ.) 8 TOP/BOTTOM STRIKE PLATES O THICKNESS:0.090' 6 /4- CENTER LOCK STRIKE PLATE / THICKNESS!O.D9D• PRODUCT REVISED 1 13/16' as comp)yIn with the Florida 1 9/11'.— f� BuIldlny Code X 1 3/8" ® ; ; ® X 9 SL-16 45mm BACSE,T 4VOUBLE THROW 3 POINT LOCK NOA-No. 16-0118.02 71/16" N7/1 Expiration Date 10(12/2021 13/16• t r �1 w • • • • e • • • � gt/2"• Mlaml-Da rod-11 antral 7/16 ♦ 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) S/I6' 05/6• * .* 1/16• S 02016 M1EC0 W. DOUBLE & SINGLE OUTSWING WOOD INIA"W, ELEVATION SECTION X—X _ DOORS, W/ WOOD RAISED PANELS W.L. (B) 3/16"0 • ••• • ••• •.•• ••• '_90,4 •.,• 0 1 L E C 0 I wc. IMPACT PRECIOUS WOOD, INC. 61/1:/16 HOLES FOR • • • • • • • 7050 n a>F: #10x1 1/2" F.H. p • • • • • • • ss� ..AjG TIWT 1ES11N0 t[NOMEERINO COMPANY WOOD SCREWS 18 H I .. w xr.1w.n.r..xe-lwons.wmne.n ssir ww77.x7166 •• • • • • • • • ,•' n..:1x6)m-nx.-. 1-)6n-m, PN:(T6ej uz-o4n,lax:(sas)4m-son 16-004 • •• • 0.0• • • •• ••�•�r .--mail:68eeoeeel.wm �x tx61aN0,T' SCALE:3/8'=1' •• • ••• • • • E�modTl6 _ _ WALiEA A 1618 Jr.,P.E P.E.SEA SIWIAIVRE/GATE V v SNRT 7 Or 10 1101001 Ua 44167 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/ 1/2" I 1 KNOB ATTACHED TO BOLT I 2 1/B" STILE.TOP F LEAF 2 ,/8. TOP STILE.F LEAF fl, ' W/(F Ii 3SCR•EWJ/B" I 1/4" O O O O /4L-''' 1 1/4"(3)GUIDES REO'D.W/(2)/8 x 2' 2) GUIDES REQ'D. WOOD P OTOP& BOTTOM (3) GUIDES REO-0.W/ O O DOD SCREWS TO STILE /SCREWS TO STILE. (2) #8 x 2" O O O O WOOD SCREWS TO STILE TYR TOP&BOTTOM 11/16"COM. BOLT 11/16"CONT. BOLT 11/16"CONT. BOLT SI 1018 STEEL 11/16'CONT. BOLT AISI 1018 STEEL W/ V IES /—N51 1018 STEEL W/ V ES ANSI 1018 STEEL W/ PENETRATION 1/2"PENETRATION 30'Max. 1/2'PENETRATION 30"Max. 1/2"PENETRATION TO FRAME- TO FRAME, TO FRAME. TO FRAME- 0 O 22" 22' (3)HOLES FOR O O /f0 x 1" O O ' OOD SCREW 1 13/16' (3)GUIDES REO'D. W/(2) #8x2' 01/4' WOOD SCREWS TO STILE O O O O 0 O O O EDGE OF SASH EDGE OF SASH (TOP/DOTTOM) _[(TOP/BOTTOM) 5 15/16" — 1/2" 8 5 15/16" 1/2" 9/16" 11 1 9/16" 9/16" -9/15- -I O OCK 1 1/2" 1 1/2' OC a AT TOP: Min, 22" LONG, 3 GUIDES AT BOTTOM: MIn.12" LONG, 2 GUIDES O o 0 0 21 CREMONE SURFACE BOLTS N.T.S. 2" 3-- 3' 3' 3' —2"— Q 0 o CREMONE INACTIVE - 0 0 2 1/2' 2 1/2' LEAF STRIKE PLATE —(iP) AISI 304 SERIES SS v IES THICKNESS: 0.090" V IES b" 30'Mox. '" 30"Max. 2 1/2- PRODUCT REVISED an comp)yIn with the Florlda Bullding Car. 0 0 O O NOA-No. 16-0119.02 .075' • •• • • • • + •• STRIKE PLATE FOR CREMONE t Explratlon oat 1011212021 • • • • • • • • • TOP & BOTTOM 1/2 3' 3" •• • • • • ••• • 111 Mlam ro uct Contro • •0 ••• ••• • • ••• t1tt11�x�...••••• �,pL FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �Pr JGENs 02016 T2reco INC. DOUBLE & SINGLE OUTSWING WOOD DMWN w- O 0 D O DOORS, W/ WOOD RAISED PANELS No.441. 2' I 2'V. •• • ••• ••�* 1 L E C O tNa. IMPACT PRECIOUS WOOD, INC. °i7i��'° BOTTOM OF LEAF B01=OM AI�EAF • • 1 * j a6TE; STILE. /• • SR - �G Tl!!f TE571Na a ENOIN[EMNO COMPANT 7650 m 77 66 1 , • • • • -.$:.• STATE -04 FT J1,66 ".a..xn-xnmu wm"n.n n,es • • • "-+ 1x"1 ni-.m.n.:ol.c��-w. PN:(76E)xu-04x7,FAX:(005)4z6-a0,1 i 6-004 2� B E ® T • • • ••:O •.�lOR1D 4t' 4-noR:tllt"co•aol.com nx OA�wnc M T REMONE AT ACTIVE LEAF NONE AT INAORK IGAE • • �._ S+s...... r< t S NANRE/AIE W&TSEA T19 k+pE " sxEcr a or,o N.T.S. N.T.S. t Ua. 44167 iN. - - .miII4j71 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXISTING CONCRETE LISTING CONCRETE EXISTING BLOCK WALL OR BLOCK WALL OR STRUCTURE 2" P.T. WOOD BUCK 1" P.T. WOOD BUCK POURED CONCRETE P0U ED CONCRETE 3 eD' REQUIRED 3 0 C-C STUCCO ? t I//4 ENT p OR . FINISH q,KWkM a A (ice•) .'A'. 1 1/2-MN. 22 �O C•_C2 15 6 1"P.T.WOOD BUCK EMSEOMENr (TOP &BOTTOM) 41/4"Max. SHIM ("p.) 9 9 . 1 3 1 1/4"Min. •E.D. O E E l DdM,ENTa " 14 1 z" ., 19 (ONLY AT A'-A') 1/4" 6 23 7 8 23 s 18 LSTUCCO 4 MAX 18 r-Ir 19 13 r-tr 1/4" FINISH A.O.W.(Nax. .L.O.W.(Maz.J 15 MAX. SHIM 9 R 31 2'-11" D.Lo.H. .SECTIONS C—C & C'—C' WO (MaxJ 1 0 BEYOND) 4A EXISTING Z" P T. WOOD BUCK 1" P.T. WOOD BUCK ExL,'CK LL CONCRETE BLOCK WALL OR STRUCTURE POURED CONCRETE REQUIRED. 3 3 3 9 1 �x a A 1 1/2'Min. 22 TOP& ' EMBEDMENT BOTTOM C E IDR 5 9 (TYP.) g BEYOND) 1 E M 1/4"Min. .E.D. E REOMENT dd a . 4A 6 13 23 6 13 l g Lsrucco 1/4" 18 _11• 1/4" FINISH 9 MAX. Lo.w.(Max. 15 MAX. 2•_11" 3 O O A-A SHIM 4 SHIM D.LO.H. OR (Max.) 150i 9 ©(TOP &DOTTOM) tttilt.�ti�t A.JTI((j�"'�. SECT_ION D—D (X) no Camp InODUCT withREV 19 1 Bulldl B Cod•wlth the Florida (ONLY AT A'-A') 5 tta��'�, 7E (C'•��� N.T.S. NOA-No. '1"119.02 13 % r V 6 •• ••• • • • • • •• � J ti Expiration Dat•10/12/2021 • t No.44167 2 14 • • •• • • • • • ; �_ * * •y • •• • • • • ••• • Miam�7a a due onlro 12 - 22 •• ••• •• • • • •• i •''•'•�ORIC�;�r���• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I 1/z"M 11 s ..•.... ,,, °2016 TL1E00 INC. DOUBLE & SINGLE OUTSWING WOOD ORAWN WT EMBEDMENT 11 ONAI DOORS, W/ WOOD RAISED PANELS M.L (�) o —2"P.T.WOOD BUCK • ••• • ••• ••• ••• IL EC O IME. IMPACT PRECIOUS WOOD, INC. ut/,x/16 • • • • • • • 7050 Nw 77 Ct DA1O 7 G TILUT TESTMO t ENOINEEIIINO COMPANY Mimi.it 33166 2 EXISTING } .R,, • E• >t • • /. EasT N.r.aw.fu Sr.xa-«w.«..umn6,e.JN« POURED SCIOIVi) A.—A•BSC �—A • • • m.":txdl«�-,sn,r �Da>)no-l«I PH:be6)xu-oan,rAx:(30s)axe-3011 16-004 CONCRETE ,,,ail:BR«o•ca.zam ORAwwO M E8- 671V 009 •N.T.S. ••• •• ••• •• WW.TEA A rLuT Jr.,V.E. eue - P.E.SEA SIONA7011[/DATE 'ate-w "�� 9NEET 9 Or 1° RORIDA Ue.1 44187 - ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • �OPp3 1 (2) #140"SLOTTED WOOD SCREW 2"x1"x1/8'BENT STRAP W/ W/ 1 1/2"Min. EMBEDMENT (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG FRAME OM HEAD TO JAMB L(3 /8"BENT STRAP W/ (NOTCH WOOD TO FIT STRAP FLUSH) ., EAD 2"x1"xl/8" BENT STRAP W/6"xt 1/2"LAG SCREWS AT FA. LEC (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG �I �� #14x3' SLOTTED Wo00 SCREW #14x3' SLOTED WOOD SCREW /�` NOTCH WOOD TO FR STRAP FLUSH) '� Z• 6• W/ 1 1/2"Min. EMBEDMENT WOOD TO FIT STRAP FLUSH) W/ 1 1/2" Min. EMBEDMENT ( FROM JAMB TO HEAD FROM HEAD TO JAMBFRAMES / HEAD 1 / STRAP DETAIL 9 / / / FRAME scMl;3/1.•-v WOOD 1 JAMB BEAD I ©,GOR$ STILE / 4 ' TYPICAL REGULAR FRAME TOP CONNECTION APPLIED AT ALL /' o I SCALE:3/16">• i' MORTISE AND TENON SURFACES A (1)110a3' WO scgEw INTERAIL RMEDIATE \ 2"x1"x1/8" BENT STRAP W/ (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH) (2) #14x3"SLOTTED WOOD SCR 3 I Il W/ 1 1/2' Min. EMBEDMENT FRAME 3 FROM JAMB TO HEAD TYPICAL SASH INTERMEDIATE CONNECTION (EXTERIOR VIEW) JAMB FRAME TYPICAL ARCHEDIELUPTICAL FRAME TOP CONNECTION JAMB / SCALE:3/16'- I' 2"xl'xl/B" BENT STRAP W/ ©,O OR 8 (3) 3/16"xi 1/2'LAG SCREWS AT EA. LEG FRAME 2� / � STILE (NOTCH WOOD TO FIT STRAP FLUSH) INSTALLATION SEALANT NOTE: SILLFRAME AND ALL EXPOSED INSTALLATION (2) #14x3"SLOTTED WOOD SCREW �a FASTENERS MUST,BE PROPERLY SEALED W/ 1 1/2" Min. EMBEDMENT 1jg• �OR WITH SEALANT FROM JAMB TO SILL [, PRODUCT y gR�160TTOM ttIttttl.`G�...,I[`���:i #W/31 1/2 Minta EMBEDMENT MOA-Nas a. ith the-0119.02a �t �R'`-4vCE `••'� =2 FROM SILL TO JAMB •• ••• • • • • • •• Expiration Date 1 011 212 02 1 ¢ 'a • • • • • • • • • No. 44167 TYPICAL FRAME BOTTOM CONNECTIOBYN APPLIED AT ALL • •• • • • • ••• • t SCALE:s/16'= t' miam a e uct Contra MORTISE AND TENON • • • • • • • • • SURFACES •• 966 •• • • • 04, • •'•�• 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) :;20R10�• ,1 (1) #10x3" t ozo16 TATECO iNc. DOUBLE & SINGLE OUTSWING WOOD Wm a+: WOOD SCREW DOORS, W/ WOOD RAISED PANELS M.L. • ••• • ••• ••• ••• P�///((('FF ��. �C O tnc. IMPACT PRECIOUS WOOD, INC. 11/12/1' N • • • • • • • ' �� TWT TESTING a ENGINEERING COMPANY 70.50 NW 77 tt DATE off.1�.2.u,st.xa -W191M comas, MIAMI,FL 33166 TYPICAL SASH TOP�BOTTOM CONNECTION ( XTERIE OR�l[W) i • •• •• • •• • W� aw�1_,�, w...-,.. PN:(156)222-U27,FAx (30S)426-3011 16-004 •• • • • • • •• .-rtroll:Ultecoeeol.eom SCALE:3/16"- 1" •• • ••• • • • E 2")79 P.E .,a DRAWING N. P.E.SEAL/SIGNANR[ TE WALTER A M1n1 - ROPIOA A.Lb. 14161 SX[ET 10 OI 10 ••• • • • • ••• • • • • • • • • • • • • 0%• •• •• • • • •• •• • • • ••• • • • 0NWS1 (0- 2EmRRDEEV2 �� ' S 5 3i5 MIAMI•[>1P►DE MIAMI—DADE COUNTY,FLORIDA rSRW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC. E11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamtdade.eov/economy. Lawson Industries,Inc. 8501 NW 901h Street Medley,FL 33166 SCOPE: uopv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors—L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte—Impact frena Out�tvit:gDooe5 •• sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latbst:revision.`:G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade•Cotlnty ProdwA'Contra 6..:. Section Revision stamp with the Notice of Acceptance number and Expiration*dArby the Miami—Daae • County Product Control Section. ."". :...% ' ]MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ..::•...: � ��•• p . .... ..... LABELING: Each unit shall bear a permanent label with the manufacturer's ntairte*or logo,eity, state,-••:- series, and following statement; "Miami Dade County Product Control Approve$",'Wess otherIvise noted .. herein. :••••• `. . RENEWAL of this NOA shall be considered after a renewal application has bee 411e$ and tbmte.4a0'be&i no change in the applicable building code negatively affecting the performance of this produc . 00�''0 ,-; TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change' J 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 silt. 1'the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this` ge 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. �Ml idNOA No. 14-0908.07 MIAMt•DAOE Cou14TY Expiration Date: June 05,2018 A roval Date: Ma 07 2015 PP y Page 1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202,03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Optswing French door, prepared by Hurricane Engineering & Testing., Inc., Test Mtpbtts No..... HETI49-2623, HETI-09-2645, HETI-09-2624 and HEW0$--264¢;•issued on •; 10/22/2009,signed and sealed by Candida F. Font, P. E. 0000 000.0. 0000.. (Submitted under NOA No.10-0128.04) •••••• 0000 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94....' :0000' 0000. 2) Uniform Static Air Pressure Test,per FBC;6�AE:202-9,t••• ••s••• 3) Water Resistance Test,per FBC,TAS 202t-94 * "" 00 4) Forced Entry Test, per FBC 2411 3.2.1 anj'1`Xj202—P4•. 0- a along with marked—up drawings and installation diagram of aluminuttf'C3dtswing French door, prepared by Hurricane Engineering & Testing,lxte., Fest 4epvrts No.is • HETI44-1897, HETI44-1896 A, HET144-1896 B and HETI44—f377,issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test,per FBC, ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-4908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 t Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-02-1736, HETI42-1742, HET142-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128.04) •••••• 0000,. 2. Glazing complies with ASTM E1300-98/04 .. 0000 • D. QUALITY ASSURANCE '•"" " 0000.. 1. Miami—Dade Department of Regulatory and Economic Resot&VVj 4RER);•••�• 8 8 8 8,,• 80.66. s•.. 8000. E. MATERIAL CERTIFICATIONS •• •• 0900 •••••• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America=Inc. forlheir to "Kuraray PVB Glass Interlayer",expiring on 12/11/16. "..... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Aulemc.A Inc. far-their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. •• • 3. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19114, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 51h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E=2 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda,P. E. (Submitted under NOA No. 11-02 02.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NDA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI44-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-17269 HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Indu,§tries, lne!fbr they.... Series "La Porte 8'-0" Outswing Aluminum French Doors=.G.1�Q[.I.",•appD ved on •, 06/06/13 and expiring on 06/05/18. ...6•• •••• •••.•. .00000 . . 0 0000.. 0000 . 0000 . 0000. 0000.. 0000 0000. . • 0000. 0000 0000.. 00.00. 6 . . 00 . . 0000.. ...... . . .6069. .. 0000 00 0 Jaime D.Gascon, , E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 DEPACT FRENCH OU'-LINO DOOR BILL OF HAT7WOL8 N5 U8'Nex 1601 VId1Hr RclDa9'a PART Re me➢Io.naN Rouws P$Mellte1 ,�.a°p„.Panty Sr IM9wen 1 L-991 LII-099 I FRANC K.0 6013-T6 ALUNTHUH F 33 13/16' nox. > A E 35 3/16' PIG- 2 L-902 LIF097 1 FRANC SILL 6063-76 ALLICA II4 1 3 L-967 1.II-090 2 FRAE JNIS 606]-16 ALUNDRRI 4 L-904 LU-096 2 SIIELITE JAHN ADAPTER 6063-T5 AL%NININ 5 L-906 LU­M !x p.nH PANEL TOP A 107701 RAR 6063-T6 ALIAINUN SR KTEBNA. 6 L-957 LII-091 1 x panty NICE SIDLE 6063-16 KIMWN AT SMFEf 25' 7 L-9MJ LII-04 I x IOM LOCK STILE 6063-76 ALNNEN J 6 / \ Max.DLO Vldt a L-909 LU-M 2 x.nN TMP 6 NTTO1 RAP.ADAPTER 6063-75 K%.1D11N / \ 9 L-911 LI7-083 AS REG'a 1/4 ROUND ALIO/DEAD-7/16' 6063-T5 AL NINUN C 10 L-912 LU­W7 AS RCI I/4 NUm ALUM WAD-3/9' 6063-TS ALUNIMN it FD-614-2 L-902 !x pane:HINGE LEI.ASSENaY 6263-75 ALUNININ it "'_OR TP 32" At REO.0. Wo V y Vta'p.-Taw Ma.tks.Inc La N It l CenpocltlaH nt SMat °°��'{ \ 7 13 PWS-P01 AS REM VTS7.6 TAP/NTT.RAILS SCM.9.1 FS-,1671.X 210.1. � 3]2 _ Active Inactive m�' 14 PWS-W¢ . AS ROOD. WTS'P.a FRANC HEAD 6 JA• SCN.9.l P3-407•..x.33091 n IS L-910 LII-009 2 x parts STAD(ER HQ.NTDIG PLAT[ 6063-T3 ALLNNW qy ) N 6 1/2, Ib� n 16 FD-619 FO-619-1 ¢x pots STROKER MATE 6063-M ALUBNLW m j�>• y Sidelite 1 17 FD_m 1_11-096 AS REOD GLAZP4 ADAPTER 606]-T6 ALV11NM 1D HC-WI SF-3502 2 x PsmI DELTA FLUSH BUILT (I TOP 6 BOTTOM OF LOCK STILI �' �� %/•�% �/% / / //% 19 FP­621-¢ -024/0!6 1 SET DOOR IDCK/DEAD BOLT SET KVNSET-SaAa 6907 CONN 20 FD-621-2 NC-WI/023_I_SET_ DOOR LOCK/DEAD DOLT SET SC)LAGE-S.h.FB=E9490 v s DL \ .Sid to at FR-60-2 NC-024/0.7_.LSCT DOOR LOCK/DEAD WLT SET mniVIT-S.-.931 Cum � TEI 1pI, 2e o FS-0» AS RII Frena InaWL Sm -N.d LSH.Notes at~4 of 4) T ® AM - INTE T23 a FS-075 AS 0170. 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LW tsd GIG" PD.S 2 "�• •-•••• NOTES 34 • S RCO'0. Le,awtad Glass sty Pp 3 T.n.x-PVR 6).RIIALOIE9 UIIPLB ir1TR AND R77BOtl'1'1LID6LCfI8 1).THIS PUROOUCT IS DESIGNED AS PER 201_3 FLORIDA BWL RAP C30Fj-�5r f0{I•i. 3).HAL 11tA2R D3E6 116 1/Z'W.X 16 3/4'➢.OM 2).GLASS MEETS�REWIR0AR85 OF ASTM-x(300 AS PER CHAPTER 14 OF • 3s 1E-WR ¢/Penh PNCE ASST K{RL PLATE 1 V!•R!•x v1•(60N-TS ALIN) 4).61[1' 11FF 1A186 COLONIAL NUNTIN APPLIED R/SIUCON6. THE FOC 201•C00E� • �'^ • 36 EHC-M42/PN PM44 Ars' Fl%LL=tRod 3/rDW.RPI Rod.Mab,Harp.Nue 6.RUAIIILL9 SINGLE OR DOUBLE ROME WILE 3).HX OR 2K WOODOCKS BO OTHERS,MUSI•ER�ry�1QRED PR3] • 9 HINGE ATTACMCNT sl3EW RIO x 3/4'P.K/PMI. 6.RAG.WTIJS'6 OFEMO WRITE z 26' TRANSFER LOAD TO THE STRUCTURE&L BE REVEIYm Ir BIVA •:• 12 SfORItt ATTACHKNT TCREV NID K 1'PH/PML.-(I7'OO IpyJ a HUE'WYUE6OPINDE9""OR w83i// A).ANCHORS 511A1L 6K Y5 NID SP TO •E VATED AB SK L BE8).866 6Li91TlOR A7 BRRF 318 MR YAX.1]NCBOR ePACNO DMWWG DETAIN. ANIIQUIOR NDONENT TO iNSE ANTERVL SWUL BEn HC-OW 6/Jant 1/2'D4.HN.M - on 6-6 HICROFLASTICS-Rock.IL N-79 R).ATL DDWMOZ9 SPEARED ADE IN]]FORS BEYOND WALL ORE4SI OR SRICCO.40 HC-01] 2/Psn.l 7A'R6.Nd. -Nylon 6.6 111=1ILA TI ICS -RockRRL N-79 10).NO HURRICANE SRUrMS AR R6EUlm 5).SEE NOTES ORSRLR t!F%FOR INTALLATION F7,STENER$TYPE •• • •41 • VROLT FLUSH HRT Sell -Hybn 6-0 SLNCOPLASTICS Inc ROCN.NI N-79 6).A14CNOItlNO OR LOADING 00NO11IMS NOT SHOWN%THESE DETALS• •ME NOT PNET Of ION••PPROVK42 L-913At REWL 1/e ROAR FALSE ALUK HWN 6063-r5 A'.UHINUH Ou001eD ORtlo /1d .O� ••••• ••43 • AS REO'D. INT FALSE~11)NNTN Ie5'x.022' STOCK AL%IMMIN Aa40, �/0 I).WW%.DP-38..P r.0(4)Sorbs.686&Ola.Typ.a A,8.CO C44 L-913S REO'0. FMK HEAD SEEM PLATE 6.3-T•J KUIDAPI-4'lar• (SEE LOCATION DETAILS•SHEET 3 OF 8) 43 L-946 LO-117 AS REIL WIL FRALUV SILL IM -OPTIONAL 6063-TS ALNUH 2).MAX.OF-3� �'W f ,*O►P.int 1.P k(-tA4•Lq)Surf-WRtp Iff-m 46 1`0-636 HC-O50 1 NO-PONT FLIRHR0.T LICK OPTIONAL(FOR•/-76A p.t Oq Cartrol 3).NW.DP .176 PW W/Foot Sill&mwl b.%..d Ah n WOW Unfolrotien N PRO not Fpuimd BOL apanUg6 y prot6cNd by•v.A•r•Mlo Rroat.r thA SAN••• t] FD-6E6 PD-626-1 ¢/Panty RU91 1111_.G1ROE KlN ANGLE 1 L2'x l l/Yx 1/a•At-6063.75 u 4).LARK.DP.368T$P W/NUR)-Point Lack(1-OCtiW)+(1-poslrvs)at InOetNM 42 FD-497 FD•627-1 8/Pa 2-Pa6,t Lock Wt G,6d.ANKLE 31 31 1 1/Mx 1/8•AVw.6063-15 ). �r R.sl.ipp NNb.: �•II��` 776 T 49 . R AS Re". JdAl UstuUt-White Cow" TUrvtr Co•&ro.r Seal 9O ••MVS n 4 T R ,/IJ. /\/ • Q tSH i� ••aaYb. F6CL0 4-Il OS L A ,I- 1•VT 8301 NW 90th 5l. 60 FD-630 HC- 1 SET LOOK ACTIVE HANDLE 1 TRNSET ASI0.AND PW52NA-A o 52E6 • R•rlad b•.sDd�/PRC1107 s WdNa • MEDLEY,FL�I��I�• 51 FO-637 HC- I SET MULTI-PONT LICK ACTIVE ASHLAND.VS113-STACTS '♦: I..PhU4 O..OL/0/10 MW Roe• 696-8680 W FD-640 HC- 1 SET LOOx PASSIVE HAN0.E I TRNTET AW.AND.V'J2NA-P * W HRlbpeml/Oat 01/27/11 PIL9O N 9V/IJP. APPY RR'ID018IND OLa8+00RR • 4' sl..d b.-ply'/sale FRC y.,� F.A.wP NrN.yH.9A 53 FO-639 MC- 1 K7 MLTI-POM LUCK PASSIVE ASHLAND.V SUR-STPASI 9 P :ltl� M.l.sa b Nl{FRC ROA AMbVK p.R` .UACT I N.,x. 1 OI 34 1`0-641 HC- 2.panty NMtHPaY,t Lack Wt GAdR NITON 6-6 Rock.AI N a 4 79 An4.,4 sY, ..N » . Pa- I/OrAd. <a,r.Atbtlwnt Fa.t.Nr 16 x t/2'PX/MR. '�� "La Porte Impact" FRencb oat-Swing Door » Ft!4e NIC- )x Loch Loch Top Nast Adepl- NYLON ADIPT -01 � t' ��~ N•L..sy6w oI m 11 •• • 37 FD-0131 Laek HC- 1.I.. 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DoIr•7R•maR• /� +/-(per Psn••+/-(nP)y-fPePl r/-(P6P) = 16 1/1' ] 3864 •Ilr 766 .764 !70.0 b II a.OW-SWING DOOR WTMOLT INSECT SCREEN. 111/4, • f •864 n 3,161 1.764 t7 7-3'& / 2e 1/1•, •7' •3 3864 23 /1 3]60 _76.0 !IP •S C D E D ® 901/4' a(61•• 3 .060 1' 76A 1764 .7 jr, • .% iii/ rjii r r 30 1/1• 3 :e6D :764 a7�•��.IN tF } �$ � I I I 31 VI• •• f7 • �e6A 33 3/161 t76A 3]60 .]6A _ qq PRODucT R8V6BD 10 1/1• •• .BfiA It 3AB .760 t7 3760 CEI.O $6 „Nap176�e wDnrPMa. 16 1/1' 6 lo60 17 346' 3760 +] - g$ AOv0 I g Du1MM6�• qOe Q',( 2e:/1' 9318 •b is" 3 3/16' +T6.0 ._76 .760 AcaPSIw Nu Ir/�OA� / 2B 1/1• ••1 6 386.0 376.0 r7 ®TOR _ 70 1/V • •864 Jl 3/16' .76D 3]64 760 ` A.D OwYo1• 3A 1/1• 6306.0 37 1 X64 .76• X10• •OPTIveIL IPPl1H0LE Pep BL60910 COOL I B I P R Q PN®algle : Of.Ncpaz A. .N0. •••••• • _ Ea.1.la0 NW., 61 r �•'V•• `4F•.�iy�i. p•Ix6 bmPBp006-101/01 T 850ENW F� S3 .)91• 5225 Mew .44-1 •WY,ol1 1 71 9 ' awloto6 Ob-DI/32 6(305)626-8860 * *At-paw lack 11I/E7/11 4470 N f1I 0017.IR'+OYpUY Oe001%ANb SIALIP 0111 • "OXXO" ELEVATION ° : '�r �.6 L.—oly•/JIM PBC c w..r w a.AaR. M.. ANCHOR NDTE1T f ;•mow: A.N L.o a.014 PBC • EMW AHMVM OIPAL'f 3 OI• 1.SEE MATCH AT SHEET 1 OF 6 FOR Or'•�2�v er�M N.Y.R b . Ol le is "La PorW Impact" Ftencll Ott-Swing Door ANCHOR O.C.MAX.SPACING AND LOCATIONS. fl \iQ?a� w...• A.w •• • 2.SEE SNNEET♦CS.8 FOR INSTALLATION IAI 1.11*�C`�{ N.Yon Exam Ol 66 16 PASIE ERS TPE DATe 't 5 X15 ei6'..a.. "•""'""" """"'"'" Eo-2ao3 •'•'•"'`""G 3116•T(P�CIOxISEV/y IVIS-TAPCON V/ }E��L N FUi SPACING INTERIOR SIDE 1 x(P.T)WOOD BUCK SEV/ELEVRTIW AT SHEET 1 Or i FOR SPACING 1 x(P.T.)V000 BUCK tSEE NOTE 3•SHEET 11 INTERIOR ffiOE •� tS2 NOTE 3.SNECT 11 3 • �. .. DV1'ElIOR SIDE 3AMS19 0 21 L STILE JM '`•• JAMB 19 20 21 LOCK STILE tB 2t LOCK STI_E 3 9 r 1 a8 3 3 23 r -�- ' 3 , : r rte 1 6 7 6 7 ` 7 5 r AOtwe 7 Inactivv T 7••- Aetlw Aeawe 11/L 1 V4 t tp• 4511.'.?•} '{ ` V. _ 17 18 a TYP 0 0 TV. 11 12 71 + 1 In. O `� O MAK SHIWL M O O TYP. L,.JG2 1 2 (w.MEN —t }• ,]L EXTERIOR SIC" UNIT WIDTH MIN EMBED JNIT V10TH EXTERIOR SIDE tTYPJ EXTERIOR SIDE 50 $1 ORERIOR®C TY1.1 3/16'TAPCON V/ 3/16'TAPCG.V/ 1 1/2•MIN EMBED. 1 114'KIN 1 11NM 3 [M�E0. LOCK STILE . SEE IMI FOR SPACINp E�S2'ST SEE tet FOR SPACING 4 56 57 TTP 19 0 21 MULLION INTERIOR 8ID1 AOtwe 7 1 a• x PT.VD. I vY xp. 1 (P.TJ.03 BUCK 3t 4 LOCK STILE MIN.EMBED - 3SEAAT CTM0. (SEC NOTE 3.SHEET 1) 7 12 8 • ET() ,>•', �-•�... ••••• —L' ACtwa 16d.ute • • 1 /i, 1 / v,'"AX.sMIN iYP. • i •• 7 R Bms G3 HEAD SHIN TYP. HEAD INSTAIJMN'FASTENERS NOTES- 17 2 13 D t 12 •••• • A 8 • • '2 AI 8 3 SMAIte Etrum am 14 •••• •HEAD: s/ifi; X 3 1/z•LonD EAP $ Attadixmt SQ H JAN8: 5/ X 2#/4• U. TAICON a 16 $ t d 1E Tt.t., eC"ikkvl)prba� O ••• MUlLI0N5: ,i14' LOBS TAPCON(') • • •••• 31 INTERIOR SIDE $0 51 ••• '2':U-_'MINYUN IYNRFb FASTEN B �O1N PRDOUCTR8VIS60 OIT7[AIOR 8mC 5 53 MEAD: s/te" »S•aLl9 TAPCON('t y u t1wSs D t ngdyY•w'Nh 1k1 •••• •JAMB: 3/16• Y•2 t/4 L¢�q T CON(•) LOCK STILE • •MULLIONS:3 i.to 2/," • 4 �I RW161eBCWs ��• / Lm9 TAf!lf+r EXTERIOR SIDE 'k«Pl.rc' �,8a Q 56 5 •• •• ♦T 1.,TAPCON'HY-mr0 rtw• • 4 1 tl! ♦] �.A.(J• Aetwe 7 7 I •••• 'U1B'TAPDwN w/1 1/Y MIN,EWE • yI 4 4 INTO li(p)PN rm•r._YIN. INTERIOR SIDE 73 — °� Pndmt Conval R1�: ALL FiETENERS 1�/1 1/2'MW���uN�nmtE�M/ 1 1 1/4'YIN fY�Af 1/4• av BITERI —1.' O 12 • • ANCHOR YIAO 51RENOTH Fy�I:!" •••• 17 •ANCHOR ULTIMATE STRENGTH Fx�177 I 5 10 2 5 CXTXRIOR BIOB E2 •• •S1.1,(r m 10 vL#mew=pBnomim1 2 PR S NOENOB ANTRO RI D.CDVIi.NATATION!) 13 12 1; i2 r.,, .�.�NeM. L�1 WS ON _L ,•` N's'' O . R. t.aa.P1P• -u DI !sot nw Solo St. B B 1 2 F'••,tf'.' !• MAW 4 aveµY•/IBC1o07*addv! 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PPJC el.k Con P Ne.T700.7F LB12 • 100a31e2*LONG PLATE r i H ASTM -1 .136 • ••E•LONG PHYSIC!N6d.x"A",low ]3 DT710 • w• INRC-002 Sm66,0O 9 113 3791�7lyyCE M6111x06Sbd6,PN 'me D611 l901SCTOlL p LASE E KAr1RE Uft..E..1.% 110.0 Db11 PRAY; • `�Ta:MSEi Mabdm(41m%8mtim,In 7630 3117O L 003 d � •••• 0D /- • • lY••• Blb vmlR caaxtaat N0.79nae PHYSICAL ASTM No' • t�—..-------2b-•e.6---- b Duxn6arHxdmx IOw 73 D274o l•AIA.DUCINSIONe SPECIFIED An Of QWWS♦••• 210 140 7 g j 6polb GtwiY I.0 DA7 2.8KK OR D.C.VATOR(AT S SPACING 1 OF 6_F0� • • —7 •• n� $ Uk Sam7%PSI 1610 DA7 N7CHOR O.C.tdAK.BPACOfG AND e y UYvxt Elmt+bau 133.0 D61t R9VLKED �� • • 00 • x g MPduLv�iG/l%E.xttEm,PE 763.0 D-6t xylyy Mut RstWt • • n 3 i 9;1 a0.o Dns alkiPt Cade /�� ©F••J 45 P'RA16 IAM Stu••••• g AtNep6nca NP -9 • • • ��-916 • • S _TQ OE7Ailm•03'AT SHEET*3 OF 6 a A,7 NOT eO1TON I YW FGI 111UL $ AND LIMITATIONS �l MAE EA9DE® ;Q ..N,•, OP RsaltMa NOf1r F•.,. 73ceaE-H/81 LA W AS 0 N 65017AY 9m�51. yyg)Q n y/0 D9 ftb"to-.PIF./F"am A,.!Id" YEOLEY,FLORIGA 37166 6lg fi.EL ORT STEEL SLT - 'y 5�8 :�'1+� wLW oYr 01/99!10 (305)696-6800 S3ML➢Sf 1ttCL RLL!tq 4tlud YaSt-Palet INOk Ol/9'I/Sl x4w,I61=x O,O..I AL 11Y ISNMWN ANF OLR#0W Optional Multi-Point Locks '°H a 7f"' i10•^ � :o RA.r6e 16 ae.W,�/Roto P00 „�„� 7A.1 a Pori eAt n t l veru Kx a bi 1/Y 00.1.1.,161 P6D : OF :�: to tt. 9016►BC ItOA APPtwAI MAR FQNOIt ODal1 t or t opnoNAL I+�I Dr) INACTIVE-PANEL '�< o�`' ..I.r+w of 1e le "La Porte" Impact" French Out-Sorin Door 48 TMo-PoWr wcK LOON nvt w O q 1•. p g (+ BOHpOf p) ASHLAND t`ILO-STACTS ASHLAND t#V3110-STPA61 Ig RUSH BOLT NHC-001 IF$f•• ..... 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