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RC-12-324 r--w MIAMI SHORES CO-OP APTS., INC. 7 nom•, i 770 NE 91ST ST MIAMI SHORES, FLORIDA 33138 Feb. 15, 2012 TO JAMES W. SPINNEY FROM MIAMI SHORES CO-OP APTS., INC The Miami Shores CO-OP Apts., Inc. by copy of this letter, authorizes you to repair and renovate Unit#1, 770 NE 91st St., Miami Shores, Florida to meet code requirements as specified by Miami Shores Village. The renovation must meet code enforcement requirements to be authorized by this corporation. Sincerely, Marilyn Bass, Pres. Miami Shores Co-op Apts., Inc. 1 Property Information Map Page 1 of 1 My Home Miami-Dade County, Florida MIAMIDAtDE d1 ' • . . Property Information Map S mmary Details: Folio No.: 11-3206-038-0010 Property: 770 NE 91 ST 1 E Mailing JAMES W&JAMES L Address: SPINNEY& ANIS E SPINNEY ®,,.. 770 NE 91 ST#1 MIAMI SHORES FL x � 33138-3251 rg Property Information: �+ Primary Zone: CLUC: 008 COOPERATIVE- NE 19T ST RESIDENTIAL Beds/Baths: 1/1 Illi r4 � Floors: 0 Livina Units: 1 r#I1iT d"S Foota e: 00 Lot Size: Year Built: 1958 1 m SBURY PARK PB 4- ` �. s 110 LOT 4 LESS N12FT >! , &LESS E148FT MIAMI Legal SHORES CO-OP APTS Description: INC APT 1 1 SHARE OF ` OR 19424-1017 12 y DTH, 2000 1 OR 19424-1017 120000 Assessment Information: Year: 2011 2010 Land Value: $0 $0 Building Value: $0 $0 Aerial Photography-2009 0 118 ft Market Value: $25,220 $26,550 This map was created on 2/27/2012 11:01:50 AM for reference purposes only. ssessed Value: $21,210 $20,897 n Web Site©2002 Miami-Dade County.All rights reserved. Exem tioInformation:` ear: 2011 2010 _ Homestead: $21,210 $20,897 2nd Homestead: I NO NO Taxable Value Information: Year: 2011 2010 Applied Applied O Exemption/ Exemption/ X` axing Authority: Taxable Taxable O n Value: Value: ` Regional: $21,210/$0 $20,897/$0 Count $21,210/$0 $20,897/$0 Cit $21,210/$0 $20,897/$0 School Board: 1$21,210/$0 1$20,897/$0 Sale Information: Sale Date: 12/2000 Sale Amount: $20,000 Sale O/R: 19424-1017 Sales Qualification Sales which are qualified Description: View Additional Sales http://gisims2.miamidade.gov/myhome/printmap.asp?mapurl=http://gisims2.miamidade.go... 2/27/2012 111111111111 IIIII Ilill 11111 fllii;1111 IIlI lIII CFN 201280130632 OR Bk 2800E P9 3913; Qp9) RECORDED 02/24/2012 13:33:41 NOTICE OF COMMENCEMENT HARVEY RUVIH2 CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTY 2 FLORIDA � LAST PAGE PERMIT NOJQ'`/ TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1.Legal description of property and street/address: f"� �— DC7 t�Tt� 91L CT_ 4QT: A61 I&AA J s.jA;Og a_VIA V 2.Description of improvement:—% _) � A5E��YO r Lr c'A5_k'n4rr? X� 3.Owner(s)name and address: -5 Pct <D 1 Interest in property: Tom` 1'ULs& gAaj SC Name and address of fee simple titleholder: 4.Contractor's name,address and phone number: 0,_>AS �Pt� 6��. cs7 ST Irt a�tiLt[ Cbh YIB� �� ZtZ 5.Surety:(Payment bond required by owner from contractor,if any) , Name,address and phone number: Amount of bond$ 6.Lender's name and address:_ 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number. 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording Mess a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of ner(s)or O er(s)'Authorized ificer/Director/Paitner/Manager Prepared By L✓ Prepared By Print Name J_1~5 r6 l h Print Name Title/Office CJS Title/Office STATE OF FLORIDA _ COUNTY OF MIAMI-DADE1 2— The foregoing inst m nt wa dge ck led bef _L-51 re me this � day of ByQc A4 ❑Individually,or ❑as for ❑Personal known,or a.r IY p uc the following type of identification: crz Signature of Notary Public: Print Name: (SEAL) — SAIYEDSHABBARJAWAID` VERIFICATION PURSUANT TO SECTION 92525 FLORIDA STATUS liAININotarPublic,9tARJateof Pl AID Under penalties of perjury,I declare that I have read the foregoing and , ft 001 MIalonA EE 107496 that the facts stated in it are true,to the best of my knowledge and belief. j MY 000101.explreb June 26,2016 Signa e(s)of Owner(s)or Owrter(s)'s Authorized Officer/Director/Partner/Manager /who signed above: By By 129.0 2 PAOE9 9Ho STATE OF FLORIDA,COUNTY OF DADE Pio Oc hry I HEREBY CERTIFY that this is a true copy of the �1 acac Cl ,)rigidjfLeInth Ifpon day of EBB !!��+ ZOce , A D 20 WITH 3 i Oe LY ircuit and County Cou q�i3O'"°pO We 1°W�OQ' t/ D.C. gOFCOUt ' MAY12W MECAWind Version 2 . 0 .2 . 8 Developed by MECA Enterprises, Inc. Copyright ASCE' 7-05 Q Y�""' ""'��'+.��e 4 www.mecaenterprises com Date : 4/1/2012 Company Name E.M.Mora-Architects Inc. Project No. 2012-003 Address 7003 Southwest 63 Ave Designed By Eusebio Mora City : South Miami Description : Spinny Kitchen/Bath Remodel Re State Florida Customer Name James Spinny File Location: E:\program Files\MECAWind\S Proj Location : 770 Northeast 91 pinnyJames.wnd Street, Apt 1 Detailed Wind Load Design(Method 2) per ASCE 7-05 Basic Wind Speed(V) = 146.00 mph = p Structure Type = Building Structural Category Natural Frequency = II Exposure Category C = N/A Flexible Structure Importance Factor = 1.00 = No �> Alpha _ Kd No Factor = 0.85 At 9'50 Zg - 900.00 ft Am = 0.11 Bt _ Cc 0.15 Bm - 1.00 " - 0. 65 Epsilon _ 0.20 1 = 500.00 ft Slope of Roof _ 0'20 Zmin = 15.00 ft Ht: Mean Roof Ht - 0.25 : 12 Slope of Roof(Theta) = 1.20 De 18. 00 ft Type of Roof g RHt: Ridge Ht - 18.00 ft = Monoslope OH: Roof Overhang at Eave= .00 ft Roo rea Height = 18.00 ft 2 Roof Area = 3125.00 ft^ Bldg Length Along Ridge = 125.00 ft Bldg Width Across Ridge= 25.00 ft Gust Factor Category I Rigid Structures - Gustl: For Rigid Structures Simplified Method (Nat. Freq.>1 Hz) use 0.85 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht lzm: Cc* (33/Zm) ^0.167 = 15.00 ft Lzm: 1* (Zm/33) ^Epsilon = 0.23 Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 427.06 ft Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) - 0. 93 0. 89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, PiP L 'r.! GCPi Internal Pressure Coefficient Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) RC�2;12_4, Miami Shores Village 1 APPROVED BY DATE I ZONING DEPT BLDG DEPT S -� SUBJECT TO CMVUq4M WITH ALL FEDERAL STATE AND f;Ot WN RULES AND REGULATIONS heta h z B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.88 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 40. 92 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3125.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures Perpendicular to Ridge Wall Cp +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.50 -24.75 -10.02 Side Walls -0.70 -31.71 -16.98 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft -------------------------------------------------------------------------- 18.00 8.00 0.88 1.00 40.92 20.46 35.19 45.21 45.2 180.8 10.00 .00 0.85 1.00 39.37 19.41 34.14 44.16 100.4 909.0 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge CP +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 9.0 ft -0.96 -40.81 -26.08 9.0 ft to 18.0 ft -0.81 -35.60 -20.87 18.0 ft to 25.0 ft -0.59 -27.81 -13.08 MWFRS-Wall Pressures Parallel to Ridge Wall CP +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.20 -14.32 0.41 Side Walls -0.70 -31.71 -16.98 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment d �/p ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft --------------------------------------------------- 18.00 8.00 0.88 1.00 40.92 20.46 35.19 34.78 7.0 27.8 10.00 .00 0.85 1.00 39.37 19_41 34.14 33.73 15..4 139.5 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge CP +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 9.0 ft -0.90 -38.66 -23.94 9.0 ft to 18.0 ft -0.90 -38.66 -23.94 18.0 ft to 36.0 ft -0.50 -24.75 -10.02 36.0 ft to 125.0 ft -0.30 -17.80 -3.07 r � MECAWind Version 2 . 0 . 2 . 8 ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 4/1/2012 Project No. 2012-003 Company Name E.M.Mora-Architects Inc. Designed By Eusebio Mora Address 7003 Southwest 63 Ave Description Spinny Kitchen/Bath Remodel Re City South Miami Customer Name James Spinny State Florida Proj Location 770 Northeast 91 Street, Apt 1 File Location: E:\Program Files\MECAWind\SpinnyJames.wnd a 3' - 2-- -----2 - Roof not shown ; 5 2 ; 1 1 ; 2 4 2 •3 33'alls Gabte Roof 8<= 7 3 3 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------------- Window A 3.08 2.16 6.65 4 0.900 -0.990 44.188 -47.871 Window B 3.08 3.17 9.76 4 0.900 -0.990 44.188 -47.871 Window B 3.08 3.17 9.76 5 0.900 -1.260 44.188 -58.918 Door A 3.00 6.67 20.01 5 0.852 -1.164 42.229 -55.000 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.88 Qhcc: .00256*V^2*I*Khcc*Kht*Kd = 40. 92 psf MECAWind Version 2 . 0 . 2 . 8 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterpris6s.com Date 4/1/2012 Project No. 2012-003 Company Name E.M.Mora-Architects Inc. Designed By Eusebio Mora Address 7003 Southwest 63 Ave Description Spinny Kitchen/Bath Remodel Re City South Miami Customer Name James Spinny State Florida Proj Location 770 Northeast 91 Street, Apt 1 File Location: E:\Program Files\MECAWind\SpinnyJames.wnd User Input Data: Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 18.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 18.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 3125.00 ft^ 2 Bldg Length Along Ridge = 125.00 ft Bldg Width Across Ridge= 25.00 ft Main Wind Force Resisting System(b0fFRS) Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) MWFRS-Wall Pressures Perpendicular to Ridge Wall CP +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.50 -24.75 -10.02 Side Walls -0.70 -31.71 -16.98 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 18.00 8.00 0.88 1.00 40.92 20.46 35.19 45.21 45.2 180.8 10.00 .00 0.85 1.00 39.37 19.41 34.14 44.16 100.4 909.0 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge CP +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 9.0 ft -0.96 -40.81 -26.08 9.0 ft to 18.0 ft -0.81 -35.60 -20.87 18.0 ft to 25.0 ft -0.59 -27.81 -13.08 MWFRS-Wall Pressures Parallel to Ridge Wall CP +GCpi(psf) -GCpi(psf) Leeward Walls -0.20 -14.32 0.41 Side Walls -0.70 -31.71 -16.98 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi ----- ---- -GCPi-- ---- Kip K-ft ---------------------------------- __________ 18.00 8.00 0.88 1.00 40.92 20.46 35.19 34 78 10.00 .00 0.85 1.00 39.37 19.41 34.14 33.73 7 0 27.8 15.4 139.5 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' --Roof - Dist from Windward EdgeCP ----------------------------- +GCpi(psf) -GCpi(psf) ------ ---------- 0.0 ft to 9.0 ft -0.90 -38.66 -23.94 9.0 ft to 18.0 ft 66 18.0 ft to 36.0 ft -0.90 -38. -23.94 36.0 ft to 125.0 ft -0.50 -24.75 -10.02 -0.30 -17.80 -3.07 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max ft ft ft^2 Min Max P Min P ----------------------------------------------GCp- GCp psf psf -- ---------------- Window A 3.08 2.16 6.65 4 0.900---0.990 44.188 -47 871 Window B 3.08 3.17 9.76 4 0.900 -0.990 44.188 -47.871 Window B 3.08 3.17 9.76 5 0.900 -1.260 44.188 -58.918 Door A 3.00 6.67 20.01 5 0.852 -1.164 42.229 -55.000 r MIAMaDIADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLF.R BUILDING ® BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov MetalTech,Inc. 7635 West 2"d Court Hialeah,FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Maximum Impact"0.041"(min.)Galvanized Steel Storm Panels Shutter—L.M.I. APPROVAL DOCUMENT: Drawing No.99002,titled"20 ga.Maximum Impact Storm Panel",sheets I through 7 of 7,prepared by Ramms Engineering,Inc.,signed and sealed by Robert Monsour, P.E.,on January 12, 2006, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city, state and the 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 renews NOA#06-01.17.04 and consists of this page 1,evidence submitted pages E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. i NOA No 07-0125.08 Expiration Date: 04/05/2012 •� ,, �S1G1N Approval Date: 04/05/2007 (> S rJr1 Page 1 Anr4 of r£ J i MetalTech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 99002, titled "20 ga. Maximum Impact Storm Panel",prepared by Ramms Engineering, Inc., dated April 10, 1999, sheets 1 through 7 of 7, with the latest revision on,lanuary 12, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 gauge galvanized steel storm panels shutter, prepared by Construction Testing Corporation, Report No. CTC 99-018, dated May 7, 1999, signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated May 11, 1999,pages I through 124, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. Comparative Analysis,pages I through S,prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. on June 28, 1999. 2. Anchor Calculations and details for 0.060"Aluminum Storm Panels, dated January 06, 2006,pages 1 through 7 of 7,prepared by Ramms Engineering, Inc., signed and sealed by Robert Monsour, P.E., on January 06, 2006 D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04107199,for 20 gauge galvanized steel by Pacesetter Steel Service, with chemical composition and physical properties. 2. Tensile Test Report 4CTL-420E,prepared by Certified Testing Laboratories, dated April 19, 1999,for 20 gauge galvanized steel sample 499-018, signed and sealed by Ramish Patel, P.E. F. STATEMENTS 1. Statement letter from MetalTech, Inc., dated June 10, 2002, signed by Steven Pulliam, stating that this product have not changed from the original approval. Jaime f).Gascon P.E. ef,Product Control Division NOA No 07-0125.08 Expiration Date: 04/05/2012 Approval Date: 04/05/2007 E-1 2 3/8' 2 1/4• COMPLIES WITH: ZO REMSKMS 1; 2 3/8' S 13/16' FLORIDA BU/LD/NG CODE 06/04/9 sp ffH2�8 m TESTED TO T45201, TA5202 AND TAS20J 06/25/9 sp DESIGN CRITERIA: 01/06/06 sp Q a .090 O m � N � W/ND LL3405 TO B£CALCUUT£D AS P£R ASC£7 HIa V1 ARIES 3'MAX.m NOINCRESE IN ALLOWABLE STRESS WAS USED/N THE DESIGN OF TH/S PRODUCT P2 2' 0 O No NOTES: d 2- 1 � ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6L76J-TB OR EQUAL Y.- . STORM PANELS SHALL BE.• ;u /8n to 20 GAUGE STEEL,ASTM A65J 50 GRADE E MIN FY-80 K.S.I. MINIMUM VALUf L 7/16"Q T--Y� 3/8'tQ 7 NOT LVP COATED. w,tH A NOMINAL WIDIN OF 12 1/2' r ^ O ® THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZOMALLY, N U iu L2H M'ACCORDANCE TO THE QETAILFD SPECIFCA71ONS HERRN .093 - f.09J 1 B'MIN a "MIN. PPANELS A94Y ANELS AMY BE AA HEDR1PPOR M17FRED TO SURE GRP OR AA M£MM D EBSTRUCTION TLAT BIR 8Vt V 129/32' FL ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR A94SONRY SHALL CONSIST OF VARIOUS TYPES OF F-TRACK NOT SHOWN THE FOLLOWING OR EQUAL WITH MIN/MUM ULTIMATE LOAD VALUES SHOWN 7/4'DIA. RAWL LOK/80Lr ANCHOR(SLEEVED DRNE•ANCHOR) W 1 MIN. TENS/LE 1190 - MIN. SHEAR 1520 - 1 1/8'MIN. EMBED. IN COACRETE I I MIN. TENSILE 1200 - MIN. SHEAR 1270 - T 1/8'MIN. EMBED. /N MASONRY l25 J 4' 1/4-20 RAWL CALK-IN ANCHOR(MACHINE SCREW ANCHOR) WITH 1/4-20 BOLTS -AF• MIN. TENSILE 1870- M/N. SHEAR 17JO - 7/8''MIN. EMBED. /N CONCRETE U A VARIOUS DEGREE MIN. TENSILE B8O- MIN. SHEAR 1340 - 7/8MIN. EMBED. IN U45ONRY 8 CORNER PMI m RETURN VARIES ;E 1/4'PERAM-SEAL TAPPER BY RAWL (U45ONRY SCREWS VARIOUS HEAD TYPES) AWL t00 ^� LJH M/N. TENSILE' 1520 - MIN. SHEAR 1980 - 1 1/2'MEN. EMBED. /N CONCRETE �y5 h MIN. TENSILE 880 - M/N. SHEAR 1270 - 1 1/4'MIN. EA/MBED. /N MASONRY c- e O s ® 1/4'UM4C AWL/N BY RAWL (ZAMAC HAMMER DRIVES) E „ n .Viol o ro O MTM TENSILE 980 - MIN. SHEAR 1400 - 1 J/8'MIN. EMBED. /N CONCRETE $ERERER t0D N 16 MIN. TENSILE 730 - M/N. SHEAR 1J20 - f 1/4'M/N. EMBED. /N MASONRY Q O .CBO MM. n At= Lv l .060 MIN. ANCHORAGE'TOO WOOD CONSTRUCTION SHALL BE 1/4' STEEL UOS OR LARGER Tl® WITH l'MIN THREAD PENEMTION, 1/4-20 BRASS WOOD BUSH/NGS OR BLOCKING y.--4-1L4-•-,V 1/4'ELCO PANEL PARTES WITH 1 7/8'MIN. THREAD PENETRATION. e REFER TO SHEETS 5,6 8.7 OF 7 FOR ANCHOR SPACING AND MIIWMUM EMBEDMENTS L /T SHALL BE THE HSTAON5/BIE A OF AHE CONTRACTOR N VERIFY THE S ANCHORAGE OF THE R STR/MIURE TO W/TRSTAND ONE ADD?/ONAL LOADS AND INSURE PROPER ANCHORAGE. w L7 7/8'1 1 3/3? VARIES T",A EACH PANEL SHALL BEAR A PERMANENT!ABEL OR STAMP S40WAAG CORNER PAN ® 'A/ETALIECH, INC HMLEAH, FL ' 'DADS COUNTY PRODUCT COMROL APPROVED OIYARN/NG TO OWNER OR T£NAM LOCATED IN EACH HEADER OR ONE PANEY OF EACH OPET/ING, W A1fY. O L3H STATMTG 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTIOV UNLESS ALL REMIFORCMIG STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED 1 18'MIN. PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS THREADED COVES 3 Z OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGMNSr CORROSION, SPECIAL NET PANEL SECTION COMAMINATON AND LVAAAAGE AT ALL TIME. • p rRODUCT RENEWED W 3 p eomply in¢with the Floeids Balding Coda Atxeptum No 0 - •QB ^ 7/ ' 1 3/3 ' 3 7/32' 3 1/32' 3 7/32' 13/32' 7/8' Nc snvs 5/8-I rm I M IZ SIUD AMY BE AVTALLEDALL A^PIAGAnOAS ANGLES STUDDED W o Av REVERSE ORECn /VCLLO ON -4ES SR/OCEO r7 SNORTER LEG ONLY On TYPA:AL L1N� 1/A-2D X J/4 rtad ACOntIal F IB-8 STAMLESS STEEL DMA&m W KNURLED SAWSW 12 112'0.C. PRODUCT FL5V:5£ a7 A'6FR TO MRAJI710K ON SIlEM 2 A J nG aauie tniag A'i•.SI SE�9 'M"1cM9 w� Waidieg�%.4WCouaA ApUNTMTG TOLES 12 1/2'OC 3/4' ANCHOR A"W77VG HOLES LOCA7ED ON - /�/ Ce Z O7 �E17HER NORIZOMAL OR YFR11Gi LEC, �7w �3 /V -''A' �/� $y CROSS SECTIONS O O O JV n ia. o a O ,h AW { DI,anj SM7WRSTUDDED ANGLE DETAIL L ROBERT S. MONSOUR, PE Q 1/8'x 1 1/2'RUT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE EB-0006024 WW EJOOINGERING,M T II HEADER or SILLMAMM STCM RSIONS 8; C SEE ANCHOR SCHEDULE „ ®°fO '� PALL REVISIONS 06/04/9 Sp NOTE*: CONNECTION TYPE q• ®or® 06/25/9 Sp so0 HIM* . .•EOG HEADER or SILL 01/12/06 sp ED E.D. Z seE ANCHOR SCHEDULE ££Q HEADER a SEL a CONNECTION TYPE'C" ' SEE ANCHOR SCHEDULE .(E Q ' C CONNECTION TYPE .J10{ 1MIN. * —- HEADER ar SILL DETAIL 1 DETAIL 3 �sTTM'C' DETAIL 2 DETAIL 4 HORIZONTAL INSTALLATION VERTICAL INSTALLATION ® IO Q HEADER O SILLELEVATION ELEVATION U OR FTANGAN E Y WREYFRSED OR MAY BE INSTALLED IN REVERSE DIRECTION Z CONnNUOLIS BLOCKING NDTC 70 OR®J/iB ANGLE SEE ANCHOR SCHEDULE 1/4-20 NUTHRU Bal +' " D W/COCK MIT 12'O.C. BOLTED TOGETHER WIIFI E.D.: ';_ CONNECTION 7TPN•A' U ED 4 1/4-T0 rHRU BOLT W/LOCK NUT B'O.C. 77 Z E.D. tG '_ a USED AS HEADER OR SILL EO ED ED 4 N O O®ORO O.•... HEA 1•MIN, a 11 OR OTHER DER a SILL REFER TO THAT APPLICA71ON FOR £O , ..' G D: e Y SFE ANCHOR SCHEDULE HEADER ar SILL SEE ANCHOR SCHEDULE PROPER CONNECT70N TYPE NOTA*- Z CONNECTION TM q• NDT!~*� fA1lf�N TYPE T . ' SEE ANCHOR SCHEDULE CONTINUOUS WOOD BLOCKING CONNECTION!TYPE'Ir u DETAIL 5 VARIOUS SIZES DETAIL 8 z e DETAIL 6 DETAIL 7 W ° c� FEADEIe or SILL .. OR©M+Y DEM"ILLm IN REVERSE DIRECTION .O. E.D." SEE ANCHOR SCHEDULE AS IN OETAK d SEE MCNO4 SCHEDULE Soo CONNECTION TYPE'T COmnN OUS MOCKING wsmo� CONNECTION TYPE'O" • N OR OTHER HEADER or SILL NpR®J//B NJG(E • REFER TD 7n4r APPLArA77oN PROPER CONNECnON TYPE FOR 1/4-20 nWU BOLTTW TOGETHER�WI/I LOCK NUT B'O.C. .. 1 3/4•MV. N pR®CLWnMxTUS BLOCKING E.D.•..° - ' USED As HEADER OR SILL 9`ALAx&w BO(IED TOGETHER M77N I/4-2o nm Bar W/LOCK NUr 12"O.C. O CONTINUOUS BLOCKING !: lbNnMADLAs BLOCKING NOM* 2 PIECES FASTEN TOGETHER WRN �ND NOR®J/16 ANGLE �. OBSTRUCIAIN J\ 164 RNETS OR fB 7£CK SCREWS 12'O.C. '.. - N OR NO CONTINUOUS&OCKING 7 3/B'AWC � - 1/4-20 MASNINf SCREW ANCHOR I �R1WL CALK-IN/WIN SIDEWALK BOLT � c1 I DETAIL 9a ' JO.C. EDW/7/8'MIN. EMBEDMENT 1/4-20 x J/4 KNURLED S7VDS w x J MIN: Gf UVSTANC£ C WflH W SHE'RED KNONUTS 12 r/2"O.C.(TIP) Ni.7 PHA*W1aNM .:.'£O £O POURED CONCRETE ONLY STOR4 PANEL ',. MAIOEM PANEL NEINNNT TP- .'• ORY WR& YVNOOM ERnI 'NLtr o DETAIL 10NOTE.* DETA/L 1 1 ,a M v av BUAD ov�Cavonlow .a.` �o. 1a CLOSE OFF ENDS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR W It -' OPTIOAPIL USE �� TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH FLOOR PLW AND"IRE x PAN SIZES �DODIDNFO�IWfL STAND THE ADDMONAL LOADS AND INSURE PROPER ANCHORAGE. o ii scAEW ANCHotP 12'o.c. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, " MASONRY. I/e X 11/`1 R.1T EN4 XL rL004 vRAG AND ANCMNE " mmOEp NiTH C scREw AHrHae 12'0.C. 1 WHEN ANCHORING TO WOOD, THE WOOD MUST BE 0 A MINIMUM 2 X 4 EOVAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY q NUL.STORM PAhn(^PJ 2.0 M HDIE MAY IL 11111 AND STRUCTURALLY PART OF THE FRAMING STRUCTURE m N COYTER tYEB ofPA�EI�TAP.FDR ALL HEADER ON TOP OR SUCURELY ATTACHED TO FRAMING STRUCTURE SPE CNL PAN APFL.GITUNS SILL ON sormV SPECIAL PALL CONF7GIAPAnOV ANY ALAA7MUM OAP(TE7Wf£N SJROM PANEL PRODUCT RENEWP,O B£NEEDED FOR TRAPPED-WITHS, AND O.L.O.SHALL NOT EXCEED 1/4' �.mm a MANL75 MAY- ADDED J.-WITH—A AS METED FROM FRONT�.W, Pl:'ng'"ith Lbe Prft FROOUC I'REVISED ANATANAV ADO-ON OF J&-,-0-24— FASTENED TO V4-z0:E?E KM/RUD STUDS duidi...:!'ode ae eamplring With Lk Florwo R� J 1S U bR-to 24RAt75 "nH 2 J/4 "NW=mp.)� A"gll ce No07- 12 .08 B.iding Cade 943E 6 do at Atteptsace Ne 6-0 0 a l0 OORAYR � C INSIDE CLOSER PAN ASSEMBLY Eepi Loa Date 4 p ANGLE ALLY YAA'Y • NSI DE CL �' M V adc PlOdap d'• (UyU aDOO? e,�, �-� Dirbton M emi Dade et CeyhW 2 PLAN VIEWS Ewe EACH xuT ROHE S. MONSOUR, PE MAIL g �SW� EB-0006024 L --�+ VAVN IT W SKL(EACH 90[) 7 A, e, e s D H"Exa mmil ro,etc 1/4-20 FLOOR PLUG WITH REVISMNS Liv MACHINE SCREW ANCHOR NOS* o'PANEL MAT£SCREW W?H 14-20 STUD HEAD 06/04/9 SP HEADER OR SILL I I ,.W?H WASHERED W/NGNUT NDT6*' CONCRETE OR MASONRY < HEADER OR SILL 6/25/9 SP CONNECTION TYPE:"fi -- NOTE: W000, CONCRETE OR MASONRY OO A 09' TYPE"A• 01/12/06 SP 7('' THE METALTECH STORM PANEL MAY BE INSTALLED RTTHOUT ' CONNECTION TYPE"A• r THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER M4Y BE ANCHORED DIRECTLY TO THE PANEL SECURED WTI REFER 10 D£fEC7N)N STRUCTURE WTH THE USE OF ONE OR A COMBINATION REFER TO LUTON WASHERED WNJGNUTS tQ CHART OF DETAIL 1J a GLASS NWM* GLASS STUCCO FINISH ! i STO� STORM�L Q V REFER TO DEFECTION N CHART — GLASS CONNEMM. � "A• STORYPANEL • • 1��'AI 13 TYPE w 1/4-20 FLOG PLUG ROH 1/4 -PANEL MATE WITH MACHINE SCREW HEAD DO + �+PE"A• �_ 4-20 BRASS WOOD BUSHING SIDEWALKWITH 14-20 BOLT HEHEADER OR SILFM 5TLICCO IN5,rALLATION U HEADER OR SILL INTO W000 Z 8 WOOD, CONCRETE OR MASONRY W DETAIL 14 •off Q Norm*+ �'• y HEADER ar SILL 7 HEADIER or SNL NOT!L14,y' a HEADER or SILL _ NOTE* 1/I-10 ME ME 9CIR11 AVM E E D- d.. SEE ANCHOR SCHEDULE /// L E01, wWLL°no' su aulw u AN M1DN aP " 3/4'MIN. 1 1/4'MAN. SEE AF/CHCM SCHEDULE CONNECTION TYPO A" 1.175 Da MX= 61 0 D, SEE ANCHOR SCHEDULE ym"Ir + CONNECTION TYPE C ]E. ,DSEE ANCHOR 5LH£DULE O.• 1/1-70 m/s RON i1L.0 �n CSN T HEADER or SNL CONNECTION TYPE"A• SEEANCHORSCHEDULE ' I'wx DETAIL 15 DETAIL 16 DETAIL 17 CONNECTION TYPE"V wm* s Av0®HERDER or mu V DETAIL 18 DETAIL 19 DETAIL 20 kj= a� a� Y ®orOHEADER ar SNS NOTE: W; IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRODUCTRENEWED o TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH as cc-n'-':t nilh the FLxhht ^ STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. Dtfri L..�.�e °n x SHUTTER SYSTEM MAY BE INISALL INTO WOOD, CONCRETE, Acapinacee0128 0SCREWD OR BOLTED 70GERER WITH MASONRY. Expira-1/4-20 TAW BOLT W/LOCK NUT 12"O.C. a WHEN ANCHORING TO WOOD, THE WOOD MUST BE B1 Nt �BLOCKING WITHLN0.55 SPECIFIC GRAVITY 't2 SOUTHERN PIN£ DfWloo AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE PRODULTREVL5m 1/4-20 MASHINE SCREW ANCHOR aaeemplyio2 with the Flarms BAWL CALW//WITH SIDEWALK BOLT A—pi Code SEP JRB RSM J'O.C. W E TSTA CE EMBEDMENT Ac'pit�It4, '^ J"MIN. EDGE DISTANCE POURED CONCRETE ONLY Expin1 /Ij/�'7 SHD0H 50.6 PtaF MIA7W1a+T PANEL NSR iDY"MAIOIEIIaI I /{ ll Dhiwino � 09001 DETAIL 21 ig ADJUSTABLE HEADER OR SILL ROBERT S. MONSOUR, PE 3 REVSIpNS e 20ge STEEL MA71WH PWACr STORM PANEL 06/04/99 sP 06/25/9 s 139'MAX. PANEL HEIGHT k PAAEZ DEFLECTION CHART REFER TO PANEL DEFLECTION CHARTS FOR PANEL HEIGHT 0-64' 64-109' 109'-139" MINIMUM SEPERATION TO THE GLASS WALL MOUNT 1 1/4" 2" 2 1/2" INSIDE MOUNT 1 1/4" 2" 2 1/2" AWNUM GAP BETWEEN PANEL BUILD OUT 1 114" 2" 2 1�2" AND HEADER IS 1/4"(TYP.) U FRONT VIEW SIDE VIEW MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAIL 'E" z 200 STEEL. � POSITIVE NEGATIVE ALLOWABLE - r� DESM.A'PRESSURE DEMW ft'SIW PANEL SPAN (� HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION 0 34. 15 36.88 139" z g DETAIL 13 ON SHEET 3 DETAIL 3,4, &8 DETAIL i ON SHEET 2 DETAILS 5,7,9,10 AND I1 DETAIL 2 ON SHEET 2 36.88 44.40 136" ON SHEET 2 DETAIL 15 ON SHEET 3 ON SHEET 2 DETAIL 16 ON SHEET 3 J 37.98 47.81 135" HOER HFADER HFADER w g 40.4,3 51.23 133" F" 42.89 58.06 131 " e 45.08 61.47 129;' 49.02 66.85 127 e 52.40 71.46 125" 1N xa 55.22 75.30 123 .. 59.73 81.45 121 " W i 63.67 86.83 115 �� tL snL 67.06 1 91.44 709" DETAIL 13 ON SHEET 3 DETAIL 3,4, &B DETAILS 3,4 AND B DETAILS 5,7.9.10 AND I1 DETAIL 4 ON SHEET 2 ON SHEET 2 ON SHEET 2 ON SHEET 2Q Z WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT W" ANCHMMC PANEL ANCI 0MW PANFL WUN Hm AND SHL WRN MDR.AND SNL WITH HDR.AND SNL ; corm ['�f)0 ^ mp&&JTTOM TOP&BDTTaM h (� IVA- (U) NO BUR.OR slu WITH srwDED H0R/sNt PRODUCT RENEWED ° /\ u L plying with the nwift n lJ TYPICAL SECTION VIEWS Redi.gC de A—pteece no 0 .Qj m Eapl"ti0n ale- 2 0 FASTENER MUST BE IN ANY PART OF THE NORROW PORTION OF KEY HOLE OR A KEY HOLE WASHER IS REOUIR£D By Ly W MOUNTING HOLE MAY ALSO BE A 9/16"DIA CIRCLE. KEY HOLE WASHER IS NOT REOUIRED BUT MY BE USED. Ce°tml DETAIL 'F" D1va°° 2007 U szw es 2 psoDz Nf=aa;i;:;;y -aczi I'm?rM p PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY ROBERTS. MONSOUR, PE EXPLODED ASSEMBLY EB-0006024 m W"EnGNMRI G,PC. T A N C H O R S C H E D U L E 06/6/0KN5 p 04/995 06/25/9 sP ANCHOR SPACING vs DESIGN PRESSURE UP TO 59.6 PSF UPTO 71.5 PSF NOTES: 01/06/06 S AND CONECTION TYPE POURED CONC E E CONCRETE BLOCK POURED CON=E Cq CRE a:OCK CONECTKMI TYPE C0NEC110NTY a CONECTIONWPE CONECTION TYPE _ SPANS AND LOADS SHOWN N THIS SCFE ANCHOR TYPE PANEL E.D. A e C D E A e C D E A B C D E A B C D E ARE FOR DETEHANIO ANCHOR SPACNG ONLY. 3" 1. 13 8 13 13 16 : 13 10 13 13 16 13 7 13 13 16 13 8 : 13 13 88'SPAN C�" -_ _16 13 7 13 13 116 `:IZI � 6 ,.13 13 16 13 5 13 13--� 16 13 - 6 13 13 11/4" 16 :_13 .5..,.13._ 13 i._16..,.13 6 : 13 13 14 13 4 13 13 14 ,.1s... 4 x.13 13 REFER T10 8IffT 4, FOR ALILOWAKE SPANS V 3• 16 13 6 13 13 16 13 7 13 13 141. 6 5 9 10 14 :6 6 9 10 1/4'RAWL LOK/BOLT(SLEEVE ANCHOR) as"SPAN z• 1511 5 13 13 15 1i ��6 13 _13 12 _ 6 4 8 9 12 6 58 9 MINIMUM ENB£DMENT AND EDGE DISTANCE EXCLUDES 11/6'MIN.EMBEDMENT 11/d" 13 10 4 13 13 13 10 5 13 73 11 5 3 7 8 11 5 4 7 - 8 STUCCO AND/OR WALL KNISHES. 3• 14 6 5 9 10 14 7 6 9 10 11 4 4 5 4 12 4 5 5 4 105•span 2• 12 6 4 8 9....12 6 5 8 9 10 4 4 5 4 .. 4 , 4 5 4.. - -- .... SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT 11/4" 11 5 3 7 - 8 11 : -5 4 7 8 9 3 3 4 - - 9 3 3 4 1:''c' ARE NOT ACCEPTABLE =-- 3' 11 4 4 5 4 12 4 5 5 ;__4 10 3 4 4 t i s.10_3 . 4 128•span 2" 10 4 4 5 4 10 4 : 4 5 4 8 3 3 1 ; 9 3 3 3 1 11 IT SHALL BE THE RESPONSIBILITY OF THE CJ 1 1/4' 9 3 3 4 3 9 3 3 4 3 B # 3 i 8 3 3 Y CONTRACTOR TO VERIFY THE SOUNDNESS OF Z 3 10 3 4 4 3 10 3 4 4 3 i 2 r k 10- - THE STRUCTURE TO WITH STAND THE AODMONAL - 1a0'span r ...g.. 3 cy 3 3 ;- 9 3 _3 3r �.` t ^� . ')�1 i �_ ,; F� '� LOADS ANO INSURE PROPER ANCHORAGE. ><l 1 1/4' 9 trY"•rT.qn Kris; 3 { .: 8 r ':: 3 3 �"`T r r..,} r s 9 t i ,• c ✓s$r`:4:y, a mak'.a`4•.r ti.' SHUTTER SYSTEM MAY BE INT INTO WOOD, 7 I 7_16 13 7 13 13 13 13 6 13 13 15 :_13 _ 8 13 13 ! 11 11 5 11 11 CONCRETE OR MASONRY. pp 68-SPAN 2' 15 13 8 13 13 _ - ...t. ... .. .... .. .. - - -" I 11/4' 14 135 13 13 10 10 4 10 10 12 12 4 12 12i 9 9 3 99 - 3 C^� � _-13-- 10 6 ;_ 73�, 13-I 10 :_.B : 5 � 10 � 10 11--_:.5.....5 7 � 8 B 4 4 � 5 � 6 � 88"SPAN 2' 129 5 12 12 1..9. 7. .4 9_,..9 .10 5 4 6 ....7...4 7. 3 :.3 ..5......5.._ 1/4'RAWL ZAMAC NNLIN DRIVE 1 114' 11 8 ....4 11 11 ....8 6 3 8 8 9 4 3 6 6 7 3 3 4 5 (HAMMER DRIVE) _3• 11 5 5 _7 8 8 4 4 56 9 3 4 4 3 i 7 3 3 3 1 3B'MIN.EMBEDMENT IN CONCRETE 105'span 2' 10 : 5 4 7 7 7 43 5 8 B 3 3 4 3 6 1 6 y" 3 3 1 1I4"MIN.EMBEDMENT IN BLOCK 1 1/4' 9 4 3 6 7 - 7 3 3 4 5 B 3 3 4 3 6 )r 3 9.. 3 4 . 4 3_ _7 3 3 3 8 3 3 7." 6 •1 '- 126'span Y I g 3 3 4 3 6 I 3 3 7 11/4' 6 ? 3 3 :-4- 3- I--6 - 3 :-....:: -6 of :d.. 5 3' 8 ? 3 3 140'span 2• 7 1`�' 3 3 J.-5 1114" 6 5i r _ .. _ .. VARIOUS HEAD TYPES 3• 16 .13 11_ 13 13 116 13 7 13 13 16 13 9 13 13 •13 13__� 6 13 13 Z _l �rr11 �r "-�• t *r r 68"SPAN! 2' - 16 13. 9 13 13 14 13 6 13 13 16_ 13 8 13 13 12 12 5 - 12 72 CC--.}.riit,.11111_llf�t�.?U)�d.C� 11/4' --16 13 8 13 13 j--13 13 5 13 13 16 13 6 X 13 13 10 : 10 4 , 10 10'- uw"u.a lNll�L�S41GL�t�i�� 3' _ _ _ ,,,9 121 13 , 2 ,.9..; 5. 12 12 16 8 7-,.-11 12 10 5 4 6 7 i Ft}}T t}t yt} BB'SPAN T _16 _13 7 13 _13 111 8 4 11 11 15 7 6 : 10 11 ( 9 4 4 6 i 11/4. 16 13 6 13 13 10 7 4 10 10 14 7 5 9 10 i_8 4 3 5--- 6 LJ S 166 7 11 13 10 5 4 7 8 15 _5 6 7 5 8 _3 4 4 . 3 I (MASONRY SCREWS) t05'span 1 2" 16 7 6 10 -"12 9 4 4 6 7 13 5 5 - 6 5 _, 8 3 3- 4 - .3... 1/4'RAWL PERMA-SEAL TAPPER _ 71/4'-- 14 7 5�� 910 8. 4 � 3 5 6 12 4 --4 5 4 7 13--, 3 va•ELCO PANEL MATES 3^ 15 5 6 7 5 8 3 4 4 3 12 4 5 5 3 7 3 3 1 12"MIN.EMBEDMENT IN CONCRETE 126"span 2' -13 L.5 5 ..6..: 5 8...i.3. 3 _�.4 3 l l _.3 4 ._-..4_ ...3. 6 .• 9 + e o 1 1/4"MIN.EMBEDMENT IN BLOCK 1 114" 12 4 -4 5 4 ....7 3 3 10 3 3 : 4 3 16 ( - go o 3' _ 12 - 4 5 5 3 7 3 3 Y r 140"span 2' 11. 3. 4 4.....3. 6 S,.-r-,ty 9 > .Tr<) .{r_.•-•G, �.'y.i.Ett y' 1 W 3 •2a.. .. "x .k n - 11/4• 10 3� � 3 4 3 6 Zsf.,:��• ;a"_,. r' _ (•..,.• ... r .y, n 3" 16 : 13 12 : 13 13 16 13 7 13r 13 16 :_ 13 : 10 1 13 : 13 113 13 �� 88•SPAN 2.5" 16 13 10 13 13 14 13 6 13--'-13 16 13 9 13 13 12 12 ._5 12 12 1�1 .L.....,.. -:._ .- ..t PRODUCT RENEM'ED 2" 16 13 8 13 13 13 13 5 13 13 16 13 7 13 13 1 10 10 4 10 10 nco.-r1•ing MtA the Fleel� N 3_ 1.16_. 13.. 9 13 : 13 12 9 5 12_ : 12 16 : 10_ 8 :_13 13 1..10 5 4 6 : 7 Di'- GMe a 1/a-20 x 7/8•,L'2'DIA 68•SPAN 2,6' 16..._13 8 13 13 11 8 5 11 11 _ 16. 9_ 7 ;_12 13 9 4 4 6 fi A .ace No 07 RAWL CALK-IN __ 16 13....6 13 13 10 7 4 10 10 16 8 5 : 11 12 8 4 _3 5 6 Esrtraomr to (MACHINE SCREW ANCHOR) 16 10 8 13 13 10 5 : 4 7 8 _ _16 6 7: 8 - 3 8 3 4 4 3 _ '- _ V 7/8'MIN.EMBEDMENT 105'span 2.5' 16 9 7 13 13 9 4 4 6 7 16 6 6 P1W By 2' 16 ..8- 5. ..11 13 ._8 4 3 5 :--6 14 ...5 4 7 3 -7 •..� 3 3...;..3._ Mia.D cl Cmtrd 3' 16 6 7 8 7 8 3 4 4 3 15 4 6 6 7 3 3 DI Moa 126'span i 2.5' ..16 6 6 8. 6 8 3 3 4 3 13 4 5 5 r' '(r 6 3 !Ft). L / :D O �✓� Y 145 4 7 5 7 T 3 3 3 12 4 4 5 .I6 1,S io �tF<76 3' 15 4 6 6 4 7 y 3 3 - • t40•span 2S 14 4 5 ...5. 48 } 36e t IR,O OO of 1399 2' 12 ;..4. 4 _5 3 6 C. �. a -. r•,�,y,3op 00 snotrr/ T E 9=2 0j. ✓�• 2 ROBERT S. MONSOUR, PE n4i1'rt�ai'Yet t44}aei tka'ErLA /_v ui:isics EB-0006024 eaats Et I IEEPRIC,t1c 7 A N C H O R S C H E D U L E `/510'/ 06/04/99s 06/25/9 s ANCHOR SPACING vs DESIGN PRESSURE UP TO 81.5 PSF UPTO 91-A PSF NOTES- 01/06/06 S AND CONECTION TYPE POUREOCONC E CONCRETE BLOCK PWREOmNCT CONC�ETEBLOCK CONECTONTYPE CONE CiIONTYPE CONECTIOHTYPE CONECTIONNPE SPANS AID LOADS SHOWN N THIS SCHEDULE ANCHOR TYPE PANEL E.D. A B C D E A B C D E A B C D E A e C D E ARE FOR DETERMINING ANCHOR SPACING ONLY. 3" 15._ 10__,,_6_ .13 13 16 10 : 7 : 13 13 13 7 5 9 11 _13._ _7..:._6___ _9 11 FOR ALLOWABLE SPANS VS.DESIGN LOADS n I _ 68-SPAN 2• 14 9 5 13 13 14 9 :_6 13 ' 13_ 12..: 6 4 8- _ ....._ 12 6 5 B- 10. REFEA TO$I$T 4. 1114• 1 12 B 4 12 12112 8 : 4 12 : 12 11 5 3 7 : 9 11 ` 5 4 7 9 3' 12 4 5 6 5 12 5 5 6 5 11 3 4 : 5 _3 11 4 5 5 3 1/4'RAWL LOKIBOLT(SLEEVE ANCHOR) 88'SPAN 2• 11 4 4 5 4 11 4 4 5 5 9 3 3 4 3 10 3 4 4 3 DISTANCE EXCLUDES . _ . 9 - 3 . 4 ..3.. 9 3.. 3 .4.. . 3. STUCCO AND/OR 1 118•MIN.EMBEDMENT L- 1 1/4' 10 4 3 : 5 4 1 10 4 3 5 4 9 MINIMUM AN f I 3• 10 3 4 4 3 -.10.1-3-' 5 4 3 9 3 3 9 3, 4 3 1'1'�L KNISHES. 105'span 9 ..,9 3 ..4 3 9 3 4 .4. __ ` ._ .. 3 8- 3 3 f` 8 3 3 ._ SHADED AREAS REPRESENT ANCHOR CONI/770N5 THAT Z 1 1 1/4' 8 •... .. 3 .,j.8 (.. ...-.3 3 7 : 3 7 3 ,..3 .. ARE NOT ACCEPTABLE 3 126•span I_ 2" IT SHALL BE THE RESPONSIBILITY OF THE v r 1 11d" 1 - CONTRACTOR TO VERIFY THE SOUNDNESS OF Z _ 1 3' THE STRUCTURE 70 WITH STAND THE ADDITIONAL 140'span 2' < LOADS AND INSURE PROPER ANCHORAGE. ' ...:... c ....... ... ... ` SHUTTER SYSTEM MAY BE 1NTSALL INTO W000, 3' 13 8 5 12 13 _ 9 6 4 9 9 ll 5 5 8 9 8 4 4 6 7 CONCRETE OR MASONRY. 68'SPAN 2- 11 7 5 11 11 �8 5 4 8 B 10 5 4 : 7 8 .f 8 4 3 5 fi - - - -� 11/4• 10 7 410 10 8 5 3 7- 8 9 4 3 6 7 _ 7 3 3 45 3" .10.;..4. 4 .5 4.__.7 -3.-.'3 „ 4 3 9 3 4 4 3 7 i..;:..:.3 3. Z 8 88'SPAN Y 9 3 ' 3 4 _ 4 -___7 •' 9 3 3 _8 3 3 3 .. :.._ -. _.. 1/4"RAWL ZAMAC NAILIN DRIVE 11/4' 8 3 3 4 3 6 3 7 I 3 3 5 (HAMMER DRIVE) - 3"- B 3 4 - 66 _3 T 73 3 1 5 3 1 3/8"MIN.EMBEDMENT IN CONCRETE 105"-p- Y 7 3 5 - t 7 3 - 5 1 1/4•MIN.EMBEDMENT IN BLOCK _ 1 114• 7 _. 1 5 - - 6 ). :. 4 g 12G span _Y 1 11/4' - 3 , 14(r span 2 0 VARIOUS HEAD TYPES 3• 16 13 B 13 13 J 1 7 5 11 11 16 8 7 12 13 _i 10 5 4 -7 - 8 Z n se•sPAN 2. 16 11 7 13 13 1 10 64 10 10 16 8 6 10 ' 12 _I 9 d 4 -67-- �qq'' FF 1 114^ 16 10- 6 13 13 ! 9 6 - 3 9 9 14 7 5 . 9 11 1 8 4 -3 5_ 6 M:O�d1 ilLitFtlt�«L1S�)�® I 3' 15 6 6_:8 6 9 :3_:.4 4 4 14 4 6 6 4 8 3 3 3 3_ I W'SPAN 2• 14 5 5 7 6 ! 8 3 3 4 3 12 4 5 5 .4...1 7 _ 3_ 3 __-1114• 12 :..5. 4... ... ,..- - S . 6 5 t 7 3 3 4 3 114 4 5 3 1 6 �• 3 W 3' 13 4 5 S 4 7 3 3 .. .71 3 5..:_4 3--.�-Z. .i:.. '' 3 ... .. -. -i.... -- .. (MASONRY SCREWS) I.S.span 2' 11 3 ..4 5 3 7 I ....:,3 ,,,,3 j, 10 3 _ 4 4 -.:.1 6 , 1/4'RAWL PERMASEAL TAPPER 1114' 10 3 4 4 3 .1--6 9 3 3 3 5 1/4•ELCO PANEL MATES 3" _ O 1 12'MIN.EMBEDMENT IN CONCRETE 128"span 2" - - 1 114'MPI.EMBEDMENT IN BLOCK 1 114' e 1 ( N 140'spanT }• _ .'l PR(N/UCT RENEWED ; 1 114' - as—nl-69 with the FIwmm n ..+. .. 3- 16 13 9 13 13 11 7 5 11 ,11 16 : 10 8 13 13 10 5 4 ....7 B AIG z_e N 68'SPAN 2.5' 16 13 7 ,.,111 13, 16 7 - 4 10 10 16 9 7 t 13 19 -9 4 4 6 7 Eapinnun Dane $ 11 2' 16 12 6 19 13 : 9 6 -3 9 : 9 16 B 5 : 12 13 -1 8 4 3 . ..5 5 - f I 1 ^I� 3' 16 7 7 9 8 ! 9 3 4 4 4 16 : 5 6 : 7 5 1 8 3 3 3 3 m 114-2o x 7/8',12'DIA. 188 SPAN 2.5' 16 6 6 8 7 6 3 3 4 3 15 _ 5 5 _: 6 5 I 7 3 3 PaW Ct4alnl H 1JI I 1 RAWL CALK-IN _ 2" 15 6 4 B 6 7 3 3 4 3 13 : 4 -4 : 6 4 6 3Dhi*00 W (MACHINE SCREW ANCHOR) 3' 16 5 6 6 4 1 7 3 314 14 4 5 5 3 7 3 7/8'MIN.EMBEDMENT 105"span 25" 14 4 5 6 4 _1 7 3 3 .. 4 4 5 _ 4 6 2' 13 4 4 5 4 6 11 3 3 1 4SEPAiNSIRSM 3 4 126*span 6 2' -�1 3" O 13 9 140"span 2.5' 01 9 _ 2' 912 ROBERT S. MONSOUR, PE 6 EB-0006024 m -EM eGIrZC2IM."C. I 7 A N C H O R S C H E D U L E 6/$ H$ BY 06/04/99s s 06/25/9SSP WOOD APPLICATIONS UP TO 59.5 PSF UPT0715PSF UP TO 81.5 PSF UP TO 91,4 PSF 01/06/06 S CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE _ DIA SPAN A 8 C A e T�C ❑ E A 8 C D E A B C D E l'•11,11I SPAN 14 13 5 13 13 12 12 5 12 12 10 7 4 10 10 9 4 4 6 7 �>rt •�,;�' BRAS$WOOD BUSHING 114-27 88. SPAN 11 8 4 11 11 9 4 3 6 7 8_ 3 3 4 3 7 3 105'SPAN 9 4 4 6 7 8 3 3 4 3 7 � - - 3 r �� 8 � � r',,,f•#it""�� 726"SPAN 8 3 3 4 3 6 .g's - ,':' 3 1'MIN.PENETRATION 15P SPAN 6 "4r,'a r 1w :L6 w G GYi'1T } •� 88'SPAN i6 13„ 8 13 13 15 13 6 t3_ 13 _14 LJ .}rG1)��Fi�1?I�I�111F1H+' 114' 88'SPAN 1411 _6 13 13 12 6 5 8 9 10 4 4 5 4 9 3 4 4 3 f I� WOOD LAGS 105"SPAN 12 6 5 8 9 10 4 4 _ 5 4 9 '' 3" 4 d '�0: B 3 129 SPAN 10 4 .3 5 4 8 � 3 3..T.. 4 •X'. ,3 1"MINIMUM TREA❑PFNETRATICN 15P SPAN 8 .. 3 3 - �+. fF••.' `,� t hf+`,•^!*p-1'. o- .. .^5,.. •t-'�-i 1-:..,t`wK� 6r SPAN i6 13 10 13 13 16 13 8 13- _13. _16,..10 .._7 13 13 14 7 �. 6 9_.,_11_. --'!��)tl��}G��F��:�1'�� stb" 8&'SPAN 16 13 _,7 13 13 14 7 6 9 10 12 5 5 6 5 11 4 5 5 3 v a WOOD LAGS I 106'SPAN- 14 7 6 9 f0 12 4 5 6 4 10� 3 5 4 3 9 4 +LY •. A _ i126'SPAN 12 4 5 6 4 10 3' 4 4 4 i .�[,,� •x f, 3,� �`p t'MINIMUM TREAD PENETRATION i '150`SPAN 10 3 4 4 :' (Q�.,' tFttt tt}t t } 68'SPAN 16 13,._11 13 13 16 .13 9 13 13 _16 12 _8_-- 13 13_ 16 8 7 11 : 13.. ga ("_`-'Xfrllarl»F`Fty}x> 718• W SPAN 16 13_._9 13 13 16 _ _8 7 10 12 _14 5 6___ 7 6 13 4 6 5 4 w 2 WOOD LAGS 105'SPAN 16 8 7 11 12 14 5 6 6_ 5 12 4 5 5 3 _ 11 5 3 128 SPAN 13 5 6 6 5 11 33 m-z 5 4 5 KPIN, ," 1'MINIMUM TREAD PENETRATION 15J'SPAN 11 3 � 5 4 3. .t,•�` 1•?'1< •� �'C�Y�+.. ii.-�� '!� SPAN .16 13 _12 13 _13 16 13_ 10 -13__ 13 16-. 13 9 13 13_ 16 _9__,_ 6 7n6 Be'svAN 16 13 9 13 13 18 8 8 12 13 16 6 7 8 714 5 6 6 4 _ WOOD LAGS 105$PAN 16 9 8 12 _13 15 _5 7 7 6 13 4 ?y65 4 12 s 5 '•' A. 3 12G SPAN 15 5 7 7 6 13 4 5 5 6 <� CSL1"Ei}.1�.- '4Y �-c4 L A� ... .. >z 1 `F.°c. i,'i'!F.'3,' :1,i.Z:',t .'�} t'MINIMUM TREAD PENETRATION 150"SPAN 13 4 5 S 3 r•IgJ t'+e'- r'� 68'SPAN 16 _ 13 8 : 13 13 15 13 6 13 � 13 `tb 9 6 13:13. 6 +¢ 5—: ,8 9 ��i�iliZ1�}%�liut 114" 88"SPAN 14 ...11 6 13 13 _12..._.6..._5..._8.. .9.. .10.....4.....4. 5 _ q .12:9 , 3....4..,.q.._.3.. 1/4'ELCO PANEL MATES 105-SPAN 12 8 5 8 1 9 10 4 4 5 �: 4 9 3 4 126'SPANi. 10 4 3 5 4 8 S .A 3. 1718'MIN.THREAD PENETRATION 150'SPAN 8 3 3 3. _ . ::-T vn`t \ .�Y .,-t•' f j'j!t-�; f V 0 ee'SPAN _16 13 8 1313 15..:.13 6 13 13 11 _ 9 _ 6 13 13 12 6 S 8• 9 z n 4• 88 SPAN 14 11 6 13 13 12 6_ 5 8 9 10 4 4 . 5 4 9 3 4 4 3 114"ELOO PANEL MATES 105 SPAN 12 6 5 6 9 10 4 4 5 4 9 3 4 4 ~; 8 3 G•,'4t.. 1126'SPAN 10 4 3 5 4 8 13': 3 3 4 .p� ` ':E'.`c1�¢,4 '�>.}• r 5 1l`" Fa >F• z 1718'MIN THREAD PENELFLATION_ 150"SPAN B +y; 3 1..,5: G' le>t� �Z•Y'k' ;L. 'pr�f �_'1y ` a S 'vr �i� X Y..l^'F.¢: �J VERIOUS HEAD TYPES 68'SPAN .18 13 8 13 13 15 13 6 13.. 13 14,. 9 6 13 13 12 6 5 8 9 W z �:iti!i{ISS1��LtG,[�n,I�iIS�C� ea'SPAN 14 11 6 13 13 12 6. 5 8 9 10 4 4 5 4 9 3 4 4 3 V 1M'MASONRY CREWS 114' �SPAN 12 6 5 8 9 10 4 4 5 4 9 3 4 3 5 .1 T1s'MIN THREAD PENETRATION : $ 1 3 3 `� '* y „ NOTE& SPANS AID LOADS SHOWN N THIS SCHEDULE PRODUCT RENEWED W; ARE FOR DETFJM ANCHOR SPACING ONLY. Rid tv8 with III.lift"YIN FOR ALLOWABLE SPANS YS.DESM LOADS Accepter.Nu 07-01'25,09 REFER TO SHEET 4. E.Pimio.U 12 n WHEN ANCHORING TO WOOD, THE WOOD MUST BE BY p A MINIMUM 2 X 4 £OUAL TO/2 SOUTHERN PINE mmi P-111110 0.55 SPECIFIC GRAVITY �'iilo ti w AND STRUCTURALLY PART OF THE F?4M1NG STRUCTURE o" OR SUCURELY ATTACHED TO FRAMING STRUCTURE ww SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT r�flx ARE NOT ACCEPTABLE. 06 01 -04,IT SHALL BE THE RESPONSIBILITY OF THE0 °p�CONTRACTOR TO VERIFY TH£SOUNDNESS OF 1Tt3 sHowNTHE STRUCTURE TO WITH STAND THE ADDITIONAL / hiteslS.`-'c. SCundL6! yy'ppp LOADS AND!INSURE PROPER ANCHORAGE. I U!+-+� 2 SHUTTER SYSTEM MAY BE INTS4LL INTO WOOD, ROBERT S. MONSOUR, PE CONCRETE OR MASONRY. EB-0006024 m ... bM ENGINEEPING,INC. 7 MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING MIAMFDA.D 140 WEST FLAGLER STREET,SUITE 1603 ME - BUILDING CODE COMPLIANCE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildiggEode Jeld-Wen,Inc.(OR) 3737 Lakeport Boulevard Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 618" W/E Outswing Opaque Steel Doors-L.M.I.-w/wo Sidelites—N.I. APPROVAL DOCUMENT: Drawing No. S-2104,titled"Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8"with and without Non-Impact Sidelites",sheets 1 through 8 of 8,dated 09/11/2001 with revision E dated 09/15/2008,prepared by PTC,LLC,dated 11/09/2008,signed and sealed by Eric S.Nielsen,P.E.,bearing the Miami-Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant(Doors)w/wo Non-Impact Resistant(Sidelites) LIMITATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. _ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state 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 and supersedes NOA No.07-0731.04 and consists of this page 1 and evidence pages E- land E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. _ 14 NOA No.08-1015.05 �ttAt�cl�. C1 �Z�Yt � Expiration Date: August 15,2012 i f 1( � '1It. 10 Expiration Date: December 12,2008 4� A z rAL Page 1 Jeld-Wen,Inca(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104,titled"Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8"with and without Non-Impact Sidelites",sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008,prepared by PTC, LLC,dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 4)Forced Entry Test,per PA 202-94 5)Cyclic Wind Pressure, Loading per PA 203-94 • 6)Large Missile Impact Test,per PA 201-94 Along with marked-up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door,prepared by Certified Testing Laboratories, Test Report No. CTLA-696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA #02-1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC,dated 07/11/2007,signed and sealed by Eric S. Nielsen,P.E. Complies with ASTM E 1300-02 (Submitted under NOA #07-0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA #07-0731.04) 3. Laboratory addendum letter for Test Report no. CTLA-696W,issued by Certified Testing Laboratories,dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA#02-1211.18) 4. Laboratory compliance letter for Test Report no. CTLA-696W, issued by Certified Testing Laboratories,dated 11/11/2001, signed and d y R esh Patel, P.E. (Submitted under NOA#02-1211.18) Jaime D.-Gascon, P.E. Chief,Product Control Division NOA No.08-1015.05 Expiration Date: August 15,2012 Approval Date: December 12,2008 E-1 Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07-0731.04, issued to Jeld-Wen, Inc. (OR)for their Series "6'8" WE Outswing Opaque Steel Doors - L.M.I.-w/wo Sidelites—N.I.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D.Gas on,P.E. Chief,Product Control Division NOA No.08-1015.05 Expiration Date: August 15,2012 Approval Date: December 12,2008 E-2 TT ��jj� } 74.5'MAX.OA FRAME WIDTH 70.25'MAX. OA FRAME WIDTH �le ■ s�® Steel .875'TYP. .125' .75'TYR BAR 75' TIP. 15.5'MAX.OA f36,625'MAX.OA 36'MAX.OA 875' 36'M4X OA 14,kAX FRAME WIDTH ANELWIDTH8''rWOODEDGEOPAQUESTEELOUFSWING T�� PANEL WIDTH TYR PANEL WIDTH PANEL WIDTH AVACTDOORUMMW WJ W17NOUFS/DELITES GENERAL NOTES 1,THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING S ACTIVE A MAX• $ CODE AND HIGH VELOCITY HURRICANE ZONE'MMZ'REQUIREMENTS. 80 80• ` ,� OA WIDTH WIDTH ?� 1.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER MAX AM C>m ad H LOADS TO THE STRUCTURE 63.125' 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL PANEL MAX Z cc!I DRAWINGS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT HEIGHT OA Z'R N DRESSING OR STUCCO. oil] O Ile D.L.O. W 4.SEE TABLE I ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 811M.2X5• 811MAX. HEIGHT kj� 71 5. THIS PRODUCT W=THE WATER REQUIREMENTS FOR'MgtZ'ZONES. SEE D.A. O OA • THE DESIGN PRESSURE CHART BELOW. TRWE00 FRAME LU d On U 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI-RADE APPROVED HECK HEIGHT IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED • FOR SIDELli 8. SIDELI ES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE Ln CONFIGURATION. SINGLE OLGL G IMPACT o - Q AA\ 0.75' 0.625' (OXO)W/NON-IMPACT } RESIDENTW.INSULATED STEEL DOOR ICommon to as home mndikes) 0.615' SInFI RFc VIEWED FROY EXIERIQR N o DOUBLE OUTSMNG IMPACT UNIT(a) COMPONENT CONSTRUCTIONS: 107'MAX.OA FRAME WIDTH 37.75'MAX.OA VIL:WED FROM FMEBIOR .875' .75'MULL 15.5'MAX.OA Face sheets:24 ga.(0.010 minimum thickness,Galvanized Steel A-525 .125' m = commercial quality-AKOO per ASTM 620 with average minimum yield FRAME WIDTH �' F36.625"MAX.OA BAR�• SIDED FRAME WIDTH $� strength Fy(ave.)=24,600 psi. 36'MAX.OA PANEL WIDTH 36'MAX.OA 14'MAX.OA .875'TYP. PANEL WIDTH PANEL WIDTH Care desad Expanded polystyrene with 1.0 to 1.25 IDs./cf density,by PANEL WIDTH W/ASTR46gL "-WEN,INC. '1L o Door Panel Construction:The active and inactive panels are constructed from 24G4 (0.020'min.)galvanized steel.The facet tops and bottoms are ® ® ® ® ® ® 6'MAX bent 90'over the to and bottom rails.The t LVL roil measures 1.67' a a wide x 1.042'high. The steel bottom rail is rob farmed 0.021'galvanized INACTIVE ACiNE OA D.L.O. 09, it. steel measuring 1.67'wide x 1.21'high. The sides of the face sheet are 80, 80. . WIDTH roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67'x 1.0'.The interior cavity is Felled with pootyrens. The MAX M' face sheets are glued to the poystyrene. OA Fixed Lite Const:The sash is constructed from 24GA (0.020'min.)galvanized PANEL PANEL 63.X. steel.The edges of the face sheet are bent 90'over the poolyrere core HEXHT HEIGHT O.A. and glued to it. The sidelite panels are routed to receive the OOL Lip Lite A O O.L.O. Frames or the optional Trinity Light Frames.(See shat 7 for glazing 81.25' 8 AK. 0 n details.) The lite frames are sealed w/QSD glazing compound on the MAX. MAX. • HEIGHT exterior. O.A. • OA Frame Construction:The frames arc constructed from Ponderosa Pine Jambs FRAME FRAME g Q oc HEIGHT measuring 1.25'wide x 4.5625'dap.The door and sidelite head jambs HEIGHT .>� arc mortised and butt joined to the side jambs and attached with(3) IEGA \ 2'x 7/16' and wire staples. The units use a standard bump face Pemko threshold measuring 4.041'deep x TV high.The tfxmhokl is attached to $0000 the frame with 3 1664 1'x 7116'crown wire staples. DOUBLE OL._WINC•IMPACT UNIT(QXXO)W/NON-IMPACT o e,� TABLEOFCONTENTS 0.625 0.75_J 0.625' a ITES W D FROM EXTERIOR $c m c SHT DESCRIPTION nurlE OUTSWING IMPACT UNIT(X) 1 GENERA.NOTES AND TYPICAL ELEVATIONS SCALE, 9-11-01 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS TABLE 1: PP•�,':.^:;'T R7VISEDJ scALe: N.T.S. DESIGN PRESSURE RARNC-W1EAE RIFR .' `"L"'[be Flaids Prepared By: 3 HORIZONTAL CROSS SECTIONS pGN PRESTIM��li Iff WA a_';y_.,�:r.: &(-'s Owl Br: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES ;rr.xr.,lao I S 11 -'� cnw.ev:S. SAFFLIL 5 ANCHORING LOCATIONS AND DETAILS %IGLE DOOR UWf(X,014 XQ 0X0) C.;.^^'ca ata L 6 ANCHORING LOCATIONS AND DETAILS /v +66.67 per-70 psl Eric s.w.h.r apw �.: N NON-APACT 90f111IES Florleo P. . No.41777 7 GLAZING DETAILS I'y _ PTC.LLC PTC, LLC 5-1104 OOIIRE DOOR W<('OA XNO,WO) +57 psf-57 psf 1.5:�u- xW+Pra CO0ti0L 1su coa..wi shw.t,sew.c25 Phone:321-690-1788 8 UNIT COMPONENTS N/eU NON-0PACi 90EI11ES ULviaioo p0CWi09''Meld. ]ash slicer 1 or 8 no, a.,xi w�w nn.bias Fax:321-690-1789 CONCRETE CONCRETE/ MASONRY 51 51 i DOOR STEEL FACE SHEET 24G& 0.020 IN. STEEL PRODUCE REVISED MASONRY w complying with the Florida 1.50" BY OTHERS i.50" BY OTHERS 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE OD Building Code MIN. MIN. 3 FRAME HINGE JAMB FINGER JOMTEO PONDEROSA PINE WOOD Acwp mce No0 O¢ 0.25" EMB. "�" '• 19 0.25" EMB. " 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD >xP Date /2 MAX. + 4 5 4' H D SHIM 20 S� 2 6 19 X 1' PFH WOOD SCREW (HINGE T tv ode P`oduu 7 DOOR LATCH STILE LVL Division 8 OUTSWING PEMK BUMP FACE THRESHOLD ALUMINUM 2 / 44 9 BRAD TRIM NAIL 16GA. X 1 FOR MULLION CAP MEL 10 COMPRESSION WEATHERSTRIP FMA/ EE DETAIL 7f' 11 EE DETAIL 7f'' 3 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAI EL ON SHEET 5 1 ON SHEET 5 1 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD i SEE NOTE 6 29 31 1 10 x 1 314-PFFi WOOD SCREW STEEL ON SHT. 4 SEE NOTE 3 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE 10 '' ON SHL 4 1 3 16 IOW 7APCON ANCHOR W t 1 4 MIN. EMBED. 17 Q(PANDED POLYSTYRENE 1.0 to 1.25 Ib. c1 DENSM BY JELD-WEN FOAM 1.75" MIN 1.75" MIN. :'. 18 NOT SED PANEL THK PANEL THK. 3 19 2x WOOD SUB SUCK WOOD 4� 2 SHIM 0.25 AUX: THK. HIGH DENS PLASTIC OR GREATER) - � 1 KWIKSET 400 SERIES KNOB SON SHNOTE 4 2 3 2 KWOCSET TITAN 700 SERIES DEADSOLT N07 SHOWN ' 8 x 1 1 2 PLASCREW COOL LITE FRAME) STEEL 45 24 8 x 2 PFH WOOD SCREW 2 %X72 1 2 PFH WOOD SCREW >< 0.125" MIN. STEEL 4 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO 299RI MEL GLASS THK. 27 10 x 2 PFH WOOD SCREW q 28 MULLION CAP WOOD �QR Elm INTERIOR EXTERIOS 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE S 80.0" 81.25" 80.0" 30 GLAZING COMPOUND OSD BY 0 SILICON MAX. MAX. MAX. SEE GLAZING MAX. 31 BRAD TRIM NAIL 1664. x 3/4- FDR 318-QUARTER. ROUND. STEEL c O.A. 0'A' D.A. DETAILS, OA 3 8 3 QUARTER ROUND SIDELITE STOP + PANEL PANEL J CORN KS FOR R BOTT RAI MDF FRAME HEIGHT FRAME SHEET 7 HEIGHT 3 SCMAGE KNOB SET F51 STEEL 3 o HEIGHT HEIGHT 35 SCHLAGE DEADBOLT 18360 NOT SHOWN STEEL o 38 SIDELRESTEEL MAT— 2 0.020 MIN. STEEL STEEL u 7 118"TEMPERED GLASS BY PPG GLASS SEE NOTE 2 2 3 38 ODL LITE FRAME SC SPARTECH POLYGON PP5530 C13 POLYPROP. ON SHT. 4 39 PRESSURE TREATED MULLION BAR 3 4 x 4 9 16 x 81 1 4 P.T. D ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM- 3 41 ASTRAGAL STRIKE PLA BY IMPERIAL $ 42 Y KNOB HERB 1 3 YALE DEADBOLT HERBAGE SERIES NOT SHOWN) STEEL SIDEUTE FRAME HEAD, SILL AND JAMBS FINGER JOINTED 1 SEE NOTE 6 ' 1 44 PONDEROSA PINE) W000 : 10 ON SHL 4 29 45 LITE FRAME BY TRINITY FOR 112"I.G.U. PO YPROP. SEE NOTE 8 32 <8 1 2 INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS Q 16 47 FRAME BY TRI SEE NOTE 9 '• ON SHT. 4 POLYPROP. ON SHT. 4 16 :.' 3 SEE 48 1 INSUUTED TEMPERED GLASS FORTRINITY AMPAC GLASS SEE DETAIL 7 NOTE 3 9 LITEFRAME SCREW#6 x 1 1/2-LONG PANHEAD BY 7RfNBY STEEL 12 ON SHEET 5� ON S L 4 0 I G COMPOUND DOW 1199 SILICONE 8 51 010 WOOD INSTALLATION SCREW W 1.50 MIN. EMBEDMENT STEELg 44 31 1 52 DOOR LATCH STRIKE PLATE STEEL k' 1 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL . . • _—r ,. a c>m e 6215" are 9-11-01 P^DJerrr'nsED sour N.T.S 1.34" CONCRETE 1.25" •: CONCRETE/ z;cesrl ;t:o:olheMaiev Prepared By: 1.75" 2.50' MIN. / .75 50" IN F S� Cr; own.an JWJ MIN. MIN. EDGE DIST. MASONRY MIN. MIN. EDGE DIST. MASONRY �`' .OS / �� .� nix.or:S. SAFFELL BY OTHERS i EMB. BY OTHERS EMB. �..-,' Z s negaa P.c Ne,sig dGVN10 w.: n VERTICAL CROSS SECTION VERTICAL CROSS SECTION r; ism caq.."l s sma.cls PTC. LLC 5-2104 WITH HIGH DAM HR Fel LD AT 3I U SAH ntc:.,;.i.._.n.a comro _• .: rteeWWas {laddo lum. Phone: 321-890-1788 RIM r ebw r ws.:eue Fax: 321-690-1789 —-LoI'8 PRODUCT REVISED SEE NOTE 4 SEE NOTE 7 "'plying with the Flonds ON SHT. 4 2 19 20 4 52 7 1 15 214234 13 6 5 6 3 20 19 2 ON W. 4 ncc thing Code de .D¢ Expiration Dere � eProdu4 Caalrol , Division •: 1.75•MIN. O :• PANEL THK. 4 •• r mfff� 1[�El�B i . 51 10 1 1 1 1 10 •4. \\ SEE DETAIL s SEE DETAIL 5� ,•s:` COIXREV q ON SHEET 5 ON SHEET 5 BY OTHERS Lj • a HORIZONTAL CROSS SECTION (�HORIZONTAL CROS$� ggE�_C_T�ION�� 0.25'MAK. LATCH JAMB TO BUCK HIN E JAMB TO B 0.25'MAX. 1.50'MIN. SHIM SHIM 1.50'MIN. CONCRETE/ EMBED. EMBED. MASONRY k BY OTHERS SEE NOTE f ON SHE 4 2 ASTRAGAL THROW BOLTS(2) TOTAL; (1 EACH) a a 1 15 1 7 40 52 7 1 15 214 34 ItlffB� 0.31'DU x 9.0'LG.AT TOP&BOTTOM INAG�lCE EaTFB� ACIf1� / SEE NOTE 2 1 SHL 4 /�///� •///i� //////////%/ EXIEBIGd / PRODUCTI- VISED // // // // // %%/ �•_� 10 z;—gr!yisg::itir the FloridaIN DETAIL t 1.75'MIN / ASTRAGAL TO S17LE ATTACHMENT C:.y:L�:iGn i tc IZ g g PANEL THK NOTE REM 24 NOT SHOWN THIS VIEW FOR CLARITY za DATE 9-11-01 SEE DETAIL SEE NOTE 4 24 1 ON THIS 10 1 1 Prepared By: ery c• N T.S ON SHi. 4 SHEET 21w-BY.. JWJ &b s Nr.L:e� �'AW «.aer:S. SAFFELL HORIZONTAL CROSS SECTION fbrlde P. -Na 413:3 OPAN 0 NO.: T IM IAL A51RAGAL raxcoa..w sweet swt.cv PTC;LLC 5-2104 rt•dd.ae.,Flame 329W Phone:321-690-17BB FOR a ml w r..u.�N,m sen. Far:321-690-1789 -a'-jL 3 SEE NOTE S 24 44 8 9 4 52 7 1 15 21 42 34 13 6 5 6 3 2 9 44 14 ON NOTE 7 PRODUCT REVISED ON SHE es complying with the Florida Building Code Acceptance t3o .0¢ 32 4 4538 E.,i /2 SEE NOTE 3 Br ON SHE 4 31 EXTERI 1.75'MIN. 36 1 Division x"C PANEL THK. SEE GLAZING `, Ili 10 ;' \, SEE NOTE 2 �y 36 %/. \\ 10 ON SHE 4 2 �� ON SHT 4 2 SEE NOTE 6 29 �� 25 OONN NOTE 45 1 1 1 1 �� 29 ON SHi 4SEE 6 ON SHT. 4 0 SEE DETAIL 5 SEE DETAIL 5 0.75' ON SHEET 5 ON SHEET 5 39 0.75' SEE GLAZING 39 DETAILS, SHEET 7 ��HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION t ti c A SIDED E T LAS JAMB I UTE TO HINGE JAMB fF?D'.!CF St 3VlSFD rm r;�lr-:;is With Ille F4aiM As•5ir^ :c."�t�oo i`da NOTES; CONCRETE/ 31 SEE NOTE 3 1. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IAIPERLAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 5 19 20 4 ON SHE. 4 3 t:. is sr�d t conaol � AS FOLLOWS: FROM THE TOP DOWN k THE BOTTOM UP: 1.0'Z57, 4.0',5.5", 13.07, 18.0"R 26.0.. BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/1'PLASCREW IS AS FOLLOWS: SEE GLAZING TDP de BOTTOM. HORIZONTALLY. SIDELITE PANEL•3.0'IN FROM EACH CORNER. 3 3 38 454 DETAILS SHEET 7 5 Mai` ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS:3.0, 13.0 26.01, 39.0'51.0'&63.0' 3. SPACING FOR REM 131 THE 16CA x 3/4'BRAD TRIAL NAI.ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND REM 19 THE 16GA.X I"BRAD TRN NAL ATTACHING THE MULUW CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS. TDP k BOTTOM HORIZONTALLY(FOR THE j/8'QUARTER ROUND): 1.25'IN FROM EACH CORNER WITH GLASS 7}I(.' MIN. EXTERIOR , (1)NAL MIO-SPAN. CLASS ON THE SIDES VERTICALLY BOTH X3/8'Ol1ARTER ROUND A MULLION GAP): 1.25'FROM EACH END B SIX MORE \ '•.. �' EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM/25,A 18 x 1 1/2'PFH WOOD SCREW. . . \ INTERIOR WHEN ATTACHING THE STRNKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE REM 124,A 18 x 2' ' PFH NO00 SCREW. • �\ 5. SPACING FOR ITEM 125 THE 18 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, Is As FOLLOWS: 6.0'FT70M EACH m?wA.CORNER WITH(4)MORE SCREWS EQLINIY SPACED ON THE FIELD, �' SEE NOTE 2 2 ^ g 6. THE SIDELfTE PANEL IS SECURED INTO THE SIDELITE JAMB W/REM 129 SILICONE CAULI(ON THREE SIDES AND • ON SHT. 4 HORIZONTAL CROSS SECTION 3/8"QUARTER ROUNDS SECURED WITH REM 131 BRAD TRIM NAILS x 3/4'LONG. �\\ SEE NOTE 6 A SIDELITE TO UCK o a X WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE REAL 127,A 110 x 2'PFH SCREW WHEN ATTACHING A. 29 THE HINGE TO THE JAMB AND SIOEIM JAMB AT THE MULLION USE REM 114,A 110 x 1 3/4'PFH WOOD SCREW. ON SHE 4 8. SPACING FOR ITEM 149 THE 16 x 1 1/2'PANNE40 SCREW(TRINITY UTEFRAME)IS AS FOLLOWS: SEE DETAIL 5 0 9-11-01 SIDE'L1TE UTEFRAME FROM THE TOP DOWN VERTICL I Y: 3.25, 1&0625*, 32.8125", 47.5625'h 62.625'. ON SHEET 5 FNPOWgy SCAL. N.T.S. SIDEUM LITEERWE TOP A BDTTOAL FROM THE LEET: ONE(1)SCREW AT 4.4375'. " on m: JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUNALENT PERFORMANCE CHARACTERISTICS CAN BE L0.25'� �6� �� we By..S. sAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 2!i puWM Ip, 1.50'MIN. Fla de a.G Mo a�t� t0. USE REAL 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAAIBS. USE REAP 125 WHEN INSTALLING INTO �� Lass M uc PTC LLC 5-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS Mae Fla-mt ms' Phone 321-690-1788 n.c c.x..w w as mem Fac 321-690-1789 gm 'L OF 74.5'MAX. OA FRAME MOT SEE'-- the Fluitde { 70.25'MAX. OA FRAME MOTH-- �{ PRODUCT REVISED sa complying with SFE DETAIL 2 Euilding Cock ON THS SHT. tgta"No Ezpirnnon au SEE DETAIL 4 ey - 4.5'TYP. 9'7YP. Miami ade Produa Cooaol ON T18S SHT. Division 9'TYP. JJ.�{�• -..{6.58' 6"TYP. TYP 6' iTYP• J' I I � J'TYP. I I J:TY I ON THISSEE ASHT. Q L 6'TYP. _ _ 7.375' .- 6"TYP. i 1 1 I III I_ 7.375' ` 51 51 kTyp TYP. — SEE NOTE 5 �- 31' SPACES ON SNEEf 4 5 SPACES 0 am' SEE DETAIL 6 0 13.85' SEE DETAIL 5 ON THIS SHT. — — 12 — 81AX. 81.15" � — �THIS� — MAX � MAX. OA OA I 1 FRAMEFRAME 15.50' — / TYP• HEIGHT 5.50'1 — FrETC1ff `os J 31' > � J1• 36.625' 16 L pp.�I?crRE�nsaD 36.615' 16 zscm;iyih Nvht"eFMtda rtl �' II -Pal 'TYP3'TYP. t" 3' x,;::i c T9pduC conuo 3 , 7'TYP.. rip.'�---�1 J'TW. 7'IYP. .71'lYTrrP' 15'MIN. C-SINK. SEE DETAIL 3 ON THIS SHT. SINGLE DOOR WITH SIDEIJTES ANCHOR LOCATIONS / NDDIBL DOOR WITHOUT SDIFlRFC ANCHOR LOCATIONS VIEWED FROM INTERIOR 1 VIEWED FROM 16 5125 1� 5 5 SEE NOTE 10 \\ 2 i6 SEE NOTE / ON SHEET 4 — ^ 14 2 7 SHEET 4 7 DETAIL COUN1171SI�IK FOR MISTALLATION ANCHORS o u m c 1 6 \ 5.50' I I 14 5.50' I I 4 2 9-11-01 1 p 1 6 1 1 SEE NOTE Isropww W. SCALEN.T.S. 41 1 4 SHEET 4 \\ Dw- r. JWJ �q �'� wq Br.S. SAFTFLL 52 — 52 nonan v L No.41323 oiu c ra: DETAIL.2 - O HEAD JAMB DETAIL 3 - O THRESHOLD DETAIL 4 DETAIL �� 15315 ro Sb.k�,C2y piC1 LLC 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB h DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB Lbw.trona. apss Phone:311-690-1786 nsx a,wie.�a a asw.�wu.Na aeaae Fax:321-690-1789 SiEEfJ_W...$.. PRODUCT R—EVISED az--Plying with the Florida Building Code Acccptm-No O -0 1.Qa �-- 107'MAX.OA FRAME WIDTH -� Exp tato Due� 37.75'MAX. OA. BY FRAME WIDTH M;at Product control 7FrjTr'ympl DNbtioo SEE DETAIL 2 ON SHEET 5 4.5'iYP. 16.41'TYP. SEE DETAIL 4 ON SHEET 5 11M I 3'TYP3. . 113.61' 6' ids, 3.—I I— TYP. L L ___L SEE DETAIL 4 6'Typ• _ 1 1 I I I I III t I 11 7.375' 6'�' 6'�' 7.375' ON SHEET 5 \, w W. 51 � IYP. iYP. _ TYP. 6 SPACESSEE NOTE 5 31' SPACES SPACES 31" ON SHEET 4 0 11.54' m O 13.85' � 0 13.85 SEE DETAIL 5_ c 81.25' ON SHEET 5 81.25' SEE DETAIL 6 ! Svc MAI(. MAX, ON SHEET 5 'a 2S$ OA I OA �- ` — — Lae HEM _ _ s.so'I I � _ HMIT 5.50' 36.625' Tw L 36.625' 16 1 1 I � T T3'TP . PxsRfo^;:7!_r!sED7TYP.rT TW."J' PT P --- :y:r;:::aht�ef7ortd. MEMO v:':I+IOL` SEE DEUN 3 SINGLE DOOR WITHOUT SIDEL?ES ANCHOR LOC!1KYJ5 ON SHEET 5 VIEW FROM INTERIOR DOUBLE DOOR MRH SIOELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR t.og�a o m� WE- 9-11-01 p PWW gy sm N.T.S. a/ ora BY: JWJ � U Now tS:-2tlO74� or. Fik i Fonda;,4E M.LLC 41321 1535 CogavM PM UC Sb-k SAW M FMC cwwrar.ia Mo.�.e F4For tata: t-�0-iR19 ac 8 RODUCf REVISED complying with the Florida wilding Code r 1 50 30 3 xptsnce No isation Date EXTERIOR 50 M i Product COMM Division 0.125"MIN, TEMP, GLASS THICKNESS INTERIOR IXASS Bar 1 29 50 29 4 2 SEE NOTE 2 ON SHE 4 EXTERIOR `P GLAZING DEML 1 0.50"MIN. 0.125'TEMP. 0.250'AIR " ODL LTTE FRAME SINGLE PANE GLASS THK. GLASS SPACE a 1/8'TEMPERED GLASS SPARTECH o POL7COM PP553D C13 0.125'TEMP. 0.50 25"x .50' GLASS INTERIOR GLASS INTERCEPT BRE STEEL SPACER QQ � 50 SEE NOTE 8 a a. 17 29 2g 50 45 49 ON SHE 4 EXTERIOR GLAZING DETAIL 2 0.125"TEMP. TRINITY WE FRAME C GLASS 1/2'INSULATED TEMPERED GLASS LUPor Eu-5007 GilAOMHK SST . 0.75'AIR SPACE Q 0.125'TEMP. PROGi:CT RS ISED 75'x.50'INTERCEPT GLASS rc`c^�y` `x m6e Florida q INTERIOR 0.50" STEEL SPACER !u c:nsc;•!o -OrS. "i GLASS Ex;• ,: ac SITE DAY— 50 4 49 SEE NOTE 8 Iii is cn a'z P:o uct Comrol c c a ON W. 4 DATE 9-11-01 GLAZING DETAIL3 P, gt, SCA E N.T.S. TRINITY LRE FRAME 1'INSULATED TEMPETTED GLASS V. �6� LUPOY EU-5007 . �" S. SAFFELL NO: 1&3M5=Strom an.c25 Pte•Uc S-2104 nmer r aha maa Farr 321'90-1789 94mT 7 as MIAMI•DADE } MIAMI-DADE COUNTY,FLORIDA o METRO-DADE FLAG LER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) iNww.miamidade.2ov/buildingcode AWP,LLC 8130 NW 74"'Avenue 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96-25,titled"Series 6800 Alum Horizontal Sliding Window",sheets 1 through 5 of 5,dated 08/01/96 with revision E dated 02/20/09,prepared by Al-Farooq Corporation,signed and sealed by Humayoun Farooq,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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#07-0322.07 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 Fitz A.Harris,P.E. NOA No.09-0316.08 _,'l� X AE Expiration Date: January 23,2013 MIAMFDADECOUNTY Approval Date: May 6,2009 Page 1 �� .4 l AWP,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W996-25, Sheets 1 through 5 of 5,titled "Series 6800 Alum Horizontal Sliding Window",prepared by Al-Farooq Corporation,dated 08/01/96 with revision E dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports: 1)Air Infiltration Test as per TAS 202-94 2)Uniform Static Air Pressure Test as per TAS 202-94 3)Water Infiltration Test as per TAS 202-94 4)Forced Entry Test,per AAMA 1302.5,FBC TAS 202 Sec 12.1 and Sec 1707.4.2, along with installation diagram and marked-up drawings of 1 specimen of a 72"by 63" (XO) aluminum horizontal sliding window with 3/16" Clear Tempered Glass,prepared by Hurricane Engineering&Testing Inc.,No. HETI-064008,dated December 08, 2006, signed and sealed by Humayoun Farooq,P.E. 2. Test reports: 1)Air Infiltration Test as per TAS 202-94 2)Uniform Static Air Pressure Test as per TAS 202-94 3)Water Resistance Test as per TAS 202-94 4)Forced Entry Test as per AAMA 1302.5, FBC TAS 202 Sec 12.1 and Sec 1707.4.2.along with installation diagram and marked-up drawings of 1 specimen of a 96"by 60"(XOX) aluminum horizontal sliding window with 3/16" Clear Tempered Glass,prepared by Hurricane Engineering& Testing Inc.,No. HETI-06-4009, dated December 08,2006, signed and sealed by Humayoun Farooq, P.E. C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC-2007, prepared by AI-Farooq Corporation, dated February 24, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor calculations prepared by Al-Farooq Corporation, dated February 12,2007, signed and sealed by Humayoun Farooq, P.E. Fitz A.Harris,P.E. Product Control Examiner NOA No.09-0316-08 Expiration Date: January 23,2013 Approval Date: May 6,2009 E-1 AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated February 25, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez,AWP, LLC. G. OTHERS 1. None. Fitz A.Harris,P.E. Product Control Examiner NOA No.09-0316.08 Expiration Date: January 23,2013 Approval Date: May 6,2009 E-2 6"MAX I `�Ax HEAD/SILLL 6"MAX. 12" MAX FALSE HUN TINS CORNERS I A,, HEAD/SiLLF1 HEAD/SIU- F_SURrAC E APPLIED CORNERS o 0 0 W 0 ;lml IL D 0 D cr 0. Oe z N > .n o '^loi 'I 0 o It7'6. < w 0 0 In zw �.- _ --- - --- -_- _ imp �--!j .. .-- - -- -- - _ �P L 0 � 29 2 'z 33 7/8' 33 5/8 D.L. OPG. D.L. OPG 0 D.L. O'C' 0 D.L. OPG. 36 1/8 32" a VENT WIDTH VENT WIDTH VENT WIDTH 72* 96" o WINDOW WIDTH WINDOW WIDTH > < TYPICAL ELEVATION TESTED UNITS l-j >: 0 2 < mm FRIES 6800 ALUMINUM HORIZONTAL SLIDING WINDOW —T FROUL FORMED GLAZING BEAD DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. DSB-ANN. GLASS !7 OR a, APPROVAL APPLIES TO SINGLE HORIZONTAL SLIDING WINDOWS, r3/16--ANN GLASS I 0- ALSO COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER OR WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 3/16--TEMP. CLASS I WINDOWS NOT RATED FOR IMPACT. 'j� "2 MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE --- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SILICONE I USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES Zi WILL APPLY TO ENTIRE SYSTEM I rGE 1000 COMPLYING WITH HVHZ REQUIREMENTS. rix zz INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE HE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. '2 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION im LT R INCLUDING �! HIGH VELOCITY HURRICANE ZONE (HVHZ). 5 g I jle�! MONOLITHIC GLASS WOOD BUCKS B OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER BY [MPACT —1.-71 LOADS TO THE STRUCTURE. lIRSHUMAYOUN 11110011 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS l,,r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLk PC 14 1 16557 PRODUCT PEvlsm A.N.3538 w Omn*ing wAb dw Fimida ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Building Code t I A, ARE NOT PART OF THIS APPROVAL Aj No01-03 16. A LOAD DURATION INCREASE I$ USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I�drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO ell CONTACT SHALL 5, INTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS I W96-25 OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. GLAZING OPTIONS �AR 0 4 DESIGN LOAD CAPACITY -PSF(XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) WINDOW DIMS. A DS8 ANN.GLASS 3/16"ANN.GLASS 3/16'TEMP.GLASS WINDOW' DIMS. A 3/I6"ANN. GLASS 3/16"TEMP.GLASS WINDOW DIMS. A 3/16'AIN.GLASS 3/18"TEMP.GLASS I NI WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT(1) INT.(-) WIDTH HDGHT EXT.(+) INT.(-) ERT.(+) INT.(-) WIDTH HEIGHT EXT(+) INT.(-) EXT.(+) INi.(-) 24' 3 _60.0 _ 125.0 60.0 210.0 60.0-yi 21210.0 72' 6 60.0 T 1979 600 210.0 72" 6 60.0 134.3 60.0 2100 36" 3 600 48" 60.0 � 210.0 60.0 I 210.0 � 84" 7 60.0 � 169.7 60.0 210.0 84" 7 60.0 111.0 60.0 1 210.0 0 Z n Z i 48" 24" 4 60.0 104.1 60 0 196.9 60.0 210.0 I 96" B 60.0 146.7 60 0 206.9 96" 8 60 0 95.2 60.0 206.9 Q 60' S 60 0 Ba,7 60 0 156.9 60.0 210.0 i 108' 9 60 0 127.9 60 0 203.6 70a" 9 60 0 1 85.2 60.0 203.6 �„'O o o 72" 6 60.0 66.9 600 127.4 60.0 2100 72` 6 60.0 126.8 600 7516 j 72" 6 60.0 1 88.8 60.0 148.5 G IL 24" 3 60.0 125.0 60.0 210.0 60.0 210.0 84' 7 60. t 10.1 60.0 ,41.7 Ba" 7 60.0 78.3 60.0 146 6 G 36" 3 60.0 79 163 5 .0 __.600 }6' ._ 0-- 36" - 0 - _ _..- 60.0 179.6 96' 8 60.096.8 60.0 1364 96" B 60.0 1 68.1 60.0 t 42.0 < C 48' 36- 4 60-0_ 68.6 60.0 126.2 60.0 151.6 108" 9 60.0 85.9 60.0 I 134.7 I 108' 9 59.0 1 59.0 - - V C 60' S - _ - 60.0 102.8 60.0 138.6 72' 6 60.0 89.3 60.0 101.0 1 72" 48' 6 60.0 68.1 60.0 98.0 a-0 __ 72' 6 - --- - 60.0 85.6 60.0 T 134.7 84' 48„ 7 60.0 -77 I 60.0 91.7 74" 7 60.0 119.7 60.0 210.0 O�r G m 11 24' 3 60.0 66.2 60.0 157.7 600H64 96' 8 60.0 71.0 60.0 85.3 106-I/I' 26' 9 60.0 76.5 60.0 193.5 ar�;J N 36" 3 45.5 45.5 60.0 113.2 60.0 108' 9 60.0 56.4 60.0 80.8 Ill' 10 60.0 73.1 60.0 204.6 4=w 48" 48" 4 - 60.0 88.8 60.0 72' 6 60.0 1 69.0 60.0 75.8 74` 38-3/8 7 60.0 82.3 60.0 137.0 LL?Id P j 60` 5 - - 60.0 73.5 60.0 Ba' 60` 7 58.2 58.2 60.0 67.8 73' 50-5/8' 7 60.0 62.8 60.0 89.3 J i�Q D aW�f �L 72' 6 - - 60.0 66.3 60.0 96" 8 52.4 52.4 60.0 62.0 A = NO. OF ANCHORS PER HEAD Il SILL 24' 3 33.6 33.6 60.0 122.6 60.0 14" 7 60.0 174.7 60.0 210.036' 3 - 60.0 j 86.6 60.0 106-1/4` 26' 9 600 1103 600 193546' 60' 4 - 60.0 69.0 60.0 111' 10 60.0 1742 60.0 204.660' S - - 54. 54.5 60.0 74" 7 60.0 114.2 60.0 135.972' 6 - - - 53.6 .6 106-1/4' 38-3/8' 9- - 60.0 82.7 60.0 i 119.3 (1/4W) (1/2w) (1/4W) � o; I 26-7/2' 3 60.0. 125.0 60.0 210.0 60.0 210.0 111' 10 60.0 78.7 f 0 118.7 �- 37" 4 60.0 122.1 60.0 I 210.0 60.0 210.0 74' 7 60.0 BL4 0 92.4 53-1/8" 26 5 60.0 B8.4 60.0 161.7 60.0 270.0 706-1/4' 50-5/B' g 60.0 63.0 0 74.9 o- H D 74" 7 60.0 62.7 60.0 173.7 60.0 210.0 7I,' 10 60.0 61.6 60.0 73.4 a:I 0 26-1/2" -3 60.0 j 110.4 60.0 188.9 60.0 I 207.5 74' 63" 7 60.0 61.7 60.0 1 65.7 M N 37' 38-0/B' 4 60.0 7,.8 60.0 1x75 60.0 1 1620 A = NO. OF ANCHORS PER HEAD 6 SILL ! OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH m U J 53-1/8" 5 _1 - 60.0 106.6 60.0 131.0 XOX o J 3 m 74' 7 - - 60.0 78.3 60.0 118.7 26-7/2" 3 51.2 51.2 60.0 j 136.3 60.0 149.7 W a O r i 37' 4 37.7 37.1 60.0 103.8 60.0 114 0 i 3 50-5/8' - - Q 00 f 53-1/8' 5 60.0 - 74.8 60.0 88.0 l 74' 7 - - 60.0 61.4 _ 60.0 73.1 (,/3w) (1/3w) (1/3w) 26-1/2' 3 16.3 26.3 60.0 106.4 60.0 1 116.9 .. 37" 63' --4--- - I - 60.0 79.9 60.0 f 85.2 � 53-1/8' 5 - 57.9 57.9 59.6 61.6 g18 A = N0. OF ANCHORS PER HEAD B SILL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX ° ° a ° L- - PRODUCT REVISED --- 111,1:Oe. "004YOUN FnR000 W�Nyrue with the Florida XO OX FLA.Ir.A.NC 305'"8 RES57 AP1�Building tt N Expiration Date 0 j NOTE: o; g a 1 GLASS CAPACITIES ON THIS SHEET ARE By� _ _ J BASED ON ASTM E1300-02 04 3 SEC. GUSTS) 1 Mi""i Product ,- - -- AND FLORIDA BUILDING COMMISSION Crow�nq no.. DECLARATORY STATEMENT DCA05-DEC-219 / W96-251 0 4 2009 sheet 2 off 5 11 TYPICAL ANCHORS al SEE ELEV. FOR SPACING TYPICAL ANCHORS �u N� 18r 2BY WOOD BUCK ` SEE ELEV. FOR SPACING-WOOD PACINGWOOD BUCK OR -WOOD STRUCTURE 1 METAL MIAMI-DADE COUNTY APPROVED m a� l' . • . 4 ° '•` I, STRUCTURE MULLION h MULLION ANCHORS Z m SEE SEPARATE NOA 0 1- .a - - � 0 w m;$I, L O o t A z'� O v I I I 15 0 IL 4 �. UIX 7 _TYPICAL ANCHORS TYPICAL ANCHORS Qm ,' O H SEE ELEV. FOR SPACING : U SEE ELEV. FOR SPACING �W N LL TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW, 1/4" DIA. TAPCONS BY I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z $ AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fo-177 K51. Fy-155 KSI) I ------ - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 11 I 1-3/8" MIN. PENETRATION INTO WOOD i I t7 O THRU IBY BUCKS INTO GONG. OR MASONRY �I 1-1/4" MIN. EMBED INTO GONG. OR MASONRY I . II � DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o o N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r j -•!'- > INTO METAL STRUCTURES � I. o F oo _J 3 3 >C I STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) z> W 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) d o n' I� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I NIQ aO� � #112 SMS OR SELF DRILLING SCREWS -- -� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") II (NO SHIM SPACE) a!u II I I TYPICAL EDGE DISTANCE ! l TYPICAL ANCHORS II jj I SEE ELEv. FOR SPACING INTO CONCRETE AND MASONRY = 1-1/4" MIN. aj !o��! u 1 iINTO WOOD STRUCTURE = 1/2" MIN. q 'I WTO METAL STRUCTURE = 3/4" MIN. �1 3 16 CONCRETE f'c - 3000 PSI MIN. 15 I. .1 MASONRY f nn - 2000 PSI MIN. 3'7 in �, laim n SEALANTS: 2 I \m FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED _ wl w3 WITH 'SCHNEE MOREHEAD 5504' SEALANT. W2 - --` -`. WEEPHOLES: Enq.:CR.KUMAYOUN FAROOO PRODUCTREVISED I _ STRIII FU.PE d 16557 complying widl dw Plan& a. Wt = 1-5/8" X 1/4" WEEPHOLES AT 6" FROM .&N.7539 Budding Code • o . j ° EACH END WITH PLASTIC BAFFLE. Y- ° . P a W2 = t/2" X 3/lfi" WEEP SLOTS, TWO AT 8" O.C. - ' Y� FROM WINDOW CENTERLINE. ?.gam ;ldrow,ng o no • ¢ . TYPICAL ANCHORS / Dvr". W96-25 SEE ELEV. FOR SPACING W3 = 1/2" X 3/16" WEEP SLOTS, TWO AT 8" O.C. U 4 2009 ^ FROM WINDOW CENTERLINE. `sheet Sof 5 r rn� o� o o'o 0 m'v W x: 1/4"MAX. Ir O n , SHIM VENT WIDTH 1/4" SHIM _TYPICAL ANCHORS I o U n II r'-- — - - --� -Mpa. r' SEE ELEV. FOR SPACING V G D.L.O. _ of Cpm Ci B _ TYPICAL ANCHORS r 10 3 Q Q SEE EIEV. o H m¢ n�I FOR SPACING ^ 10 - �� I x 3 p VCRIE / W LL WN o1w2mI METAL --___-_{ _ _..____-J _ ' W{qa_STRUCTURE 1 `I-E Ry W000 BUCKi'WOOD STRUCTURESN OPT., ------ ziI 6 2 � D.L. OPG. CJ� i El II EXTERIOR o I a LWINDOW WIDTH -� XO LAYOUT OX OPPOSITE �_ J _j ,gl �3 m mm 1/4"MAX. SHIM VENT WIDTH 1/4 MAX_ i SHIM _ D.L.O. VENT WIDTH TYPICAL ANCHORS � DLO TYPICAL ANCHORS SEE ELEV. 10 EIV, FOR SPACINGFOR$PACING i413METALr -72STRUCTURE _ 1 1 `•T `� 0 10 ____SCREEN OPT _ ___ c 17 _ 1.101 0 0 n o o ry L -- �- - — -- By 6 WOOD BUCKS 1 72 D.L.OPG. C Eng,:DR.HUVAYOUN FARODO STRUCTURES PRODOCf REVISED EXTERIOR FLA.PE p 16557 ssw - CA.N. 3638 BMiaf -- - WINDOW WIDTH g.'c°°P�`° Di+>nion Dae3 XOX LAYOUT BY drawingo no.,, Miami P, yCootro I W9 MAR 0 4 20 sheet 4 of s; r 4 i 1 875- 687I- ITEM / PART/ REQD. DESCRIPTION MATERIAL j MANF./SUPPLIER/REMARKS v �� 062 I -_ t YE-5030 f FRAME HEAD 6063-T5 - I S- r .625 2_-- YE-5039 1 FRAME 54L 6063-T5 1.5007bi 1.063 i_ . _ _ _ __-- . ---L..._.. 1 9138 �- I 3 Y_E-5038 AS RE00-151LL INSERT 6063-T6 1438 062 I 4 i YE-5032 AS REQD ,FRAME JAMB-VENT 6063-T5 5 YE 5031 AS REQD 1 FRAME JAMB-FIXED 6063-T5 Qf n r6 YE-50 7 TC _i/VENL fIXEO M . STILE ---- ----- -6063-T5 .-_--- --- -- Qr.O 687 i, o 0 VENT TOP RAIL 7 YE 5035 1/VENT VENT TOP 6161-71 BOTT }1..- 12 _9 _�YE-5036 _41/ENTMEETIIVG STILE 6063-T5 0 r -^j ---.S12 1 -.062 ____ _ -FRAME HEAD _ -{ -�" VIII YE-5033 t I/VENT JAMB STILE -_-_ 4I 6063-T5 - --�_ _-_- . 1-- 'aOwtM.l o 1 1063 �' y t t YB-4 AS REQD. ROLL FORMED GLAZING BEAD ALUNINUM - It> o .45H 1.188- .625 _ 0 G Q �3I. 72 Nt OX3 4'$MS AS REQD. FRAME h VENT ASSY. SCREW - CAD PLATED SM$w 1p /_ -.-_� --_ _ _.. - /8 HEAD 13 YH-6016_ t/VENT CAM LATCH 2AMAK DECO. PLATED OR PAINTED Q. N i e.687 _ _. r i 14 ;P8%5/e"SMS I2/LATCH LATCH INST. SCREW CAD PLATED CRS Z 01 LL o II 2.061 ( 15 YH_4004 AS REDD FIN SEAL PILE W/ PLASTIC FIN(.187"X .250) - 'UL�- n I 6' VENT BOTTOM RAIL - -- - 2.561 16 YH-6006 A$REDD.�IN SEAL PILE W/ PLASTIC FIN (.115"X .500) - ULTRAFAB 17 YH-6007 AS REQD. 'FIN SEAL PILE W/PLASTIC FIN(.229"X .260) - ULTRAFAB _ 1.391 1.373 18 YH-6001 2/VENT ROLLER ASSY.- _�- - YM-6002 k YH-6003 .062 �( .062 !--1.875 FRAME SILL A _812 VENT TOP/BOTTOM CORNERS --'+.580 JAMB STILE •/ 12 < o = .129 -1,094-.1711 i a�•Mj ry 3 U^ J3 L` a0 i ,`D .062 2 T n 3 SILL INSERT T- t.78t W i 0.Oo11 .68�7 1.187 687 �I .H43 t281� FRAME TOP CORNER 1.026 ` MEETING STILE $$ 1.875 � I c 0 .062 -1.929 062 PRODUCTREVISED v aW l�a .687 V- r as oonViying with the Florida -§,9 J_ Building Code .937 i 7 12 Acceptmlce N '�IG AB 687 FRAME JAMB VENT J_�5 �j:� two N uj S.SI Idi � I q -�.687 j� ,.1871 � �b11h6k�ul �m O FIXED MTG. STILE ILI - C----_ .062 1.875 Engr DR. HUMAYCUN flVRO()C SIRUCTUREJ I' FLA.PE 4 16557 II � C.A.N. 3538 .687 /. '_JI= 12 I l {�-1.187 Crowing no. 5 FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER rtAAa Z009 W96-25 ``..% FRAME JAMB FIXED sheet 5 0( 5 I NOTE: ALL SHEET MUST BE REVIEWED MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT / Herbert S. Saffir Permitting and Inspection Center M_,2_0 t t,> �-t- 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (7 68' )3�5-2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL PROCESS NUMBER HERE LL Job Address T� KD �► \ S' --} T m z Contractor No. L 4 J b o z o o Last four(4)digits of Qualifier No. S� W Folio 3�,£7� � 8 �6.) k 0 �- O w a a Contractor Name �> Lot Block o�� v z p Qualifier Namey�Rggt�, �vc Ts o am Subdivision PBpg p LL r vz Address Metes and bounds City t'k-S(may 7 State_ELZipl� ` [ ] New Construction on [ ] Demolish Current use of property co-'aa co ,v� Vacant Land [ ] Shell Only LL wAlteration Interior [ ] Addition Attached ww [ ] Alteration Exterior [ ] Addition Detached Description of Work E1�oDQ� �� a> [ ] Relocation of Structure [ ] Re-Roof KiZ Enclosure a [ ] [ ] Foundation Only 0. [ ] Repair Sq. Ft. 3 UnitsN_Floors [ ] Repair Due to Fire Value of Wor [ ]MBLD* [ ] Chg. Contractor W Owner -S 4 1"e; Category �PAL [ ] Re-Issue a Address]`)b &-D, Gt l [ ] MELE y [ ] Re-Stamp w City H, S1k�fi�S State Zip 30� [ ] MLPGw [ ] Revision w Phone a [ ] MMEC w [ ] Not Applicable for 3 Last four(4)digits of [ ] FIRE ¢ Fire O Owner's Social Security No. z Name Z� t1LL�-'`� ��j Owner �m P a Address G 5 w z Address °_ � � 3313 _0 w Y City �' State Zip v z City State_Zip oc w a a Phon� �J a Phone J z^ I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$190 for the first hour a g and$65 per each additional hour in addition to the review fees. Minimum charge one-hour. LU vaw ILw w 1st Request: Date: LLW¢ 2"d Request: Date: cc aro Request: Date: z 5 1 am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. aAdditional review fees may apply. zo p w 1 st Request: Date: o w 2"d Request: Date: w Td Request: Date: 0 123 01-192 12/09 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE