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BP-02-1813L 'AFv foI PERMIT APPLICATION FBC 2001 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's N a m e ( F e e Simple T i t l e h o l d e r ) Q r r i V vV ► V (Y S . ` Phone # Owner's Address (1 3 6 0 N1r_ M1-k t.A ■ -V en,/ e, Cit iA I i a t i 5 lel n Y '5 State Pk Tenant/Lessee Name Si U a ero 11,4h( o r Job Address (where the work is being done) l) 3 O L ' `E' i '� 1 J Zip 371 'r4 County Miami Dade City Miami Shores Village Is Building Historically Designated YES NO Contractor's Compan N e k) nu V C,(a t1 n Phone # 0 S) 7 sl DI E 19 1vc. S u t tie Contractor's Address — 3 � 1 � � _ City P 1 NA-1 j J !nor C S State ' Qualifier - 'A U n -e'.) Ott Architect/Engineer's Name (if applicable) Phone # 01 Value of Work For this Permit ( $ Val 84 4 � P Master Zip 3 313 , Type o f Work: ion ew ❑ Repair/Replace ❑ Demolition ❑ Addition ❑Alterat _ Descriy 2tJ e Work: �1')b t/ 1Li 6 �� e2 i° C. t f'°7�1 �Z- .4 S Pi 64 06 /Q YI f�` eh ev v 4 e e fed 1 l C Olie v' lei .s - Submittal Fee $ Permit Fee $ 3 g .v._ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. S Total Fee Now Due $ (Continued on opposite side) 3; .— o 36P - 0.0 Phone # Square Footage Of Work: c2 3 Signature APPLICATION APPROVED BY: chc 10/14/03 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged • Signa ` iuLee...) - Owner or Agent Contractor d The foregoing instrument was acknowledged before me this, 7 The fly g instrument was acknowledged before me is 24 n -- day of I\Q V , 20 o3 , by , day of 219 3 by J1 p S ) £'a eyvw' who is personally known to me or who has produced who is personally known to me or who has produced } As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLI : NOTARY PUBLI Sign: i rt Q `I- 11 : Sigpn� aa �� Sign: 1 J �, s �ti; f ry Sandra pfd fad Print: y My Commission Expires: ' Q 1, -; Expires April 2, 2005 ]H Com mission Exp T res: i ri r d ,� ,6 � Bonded Thra y L+1, , C. � @fF 4 � � G mK �or� ******************** * *** * * * * * * * *AMik,4'V#9a P*41 ± * *a * * *s, * * * * * * * * * * * * *r * ** - #°ry a *# ntiar*jt *Apy*,**** (Certificate of Competency Holder) �iak# - � witt Prinbuhz " E 1 State Certificate or Registration No. Co ( Certificate of Competency No. OOOnt) glt *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *f/ ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Nov - 5 2003 Plans Examin Engineer Zoning 0 Master Permit No. Contractor's Name Job Address I I 0 ( - ) IA, 7 1 - :*firit04.44 ' Ni Low Slope CI Asphaltic Shingles 4 New Roof D Re-Roofing Sketch Roof Plan: scuppers and ove identify dimension High Velocity Hurricane Lore Uniform Hermit Application i-orni Section A General Information v Process No. CI Mechanically Fastened Tile EiMortar/Adhesive Set Tile/ C.) Metal Panel/Shingles 1J Wood Shin61es7Shakes ID Prescriptive BUR-RAS 150 ROOF CATEGORY ROOF TYPE Cl Recovering Section B. Roof Plan -5 2003 Ei Repair D Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0‘ S\L Is and sections, roof drains, scuppers, overflow ude dimensions of sections and levels, clearly ure zones and location of parapets. i ; • 1 • : ••:•..., i •■• .:11..1•!i r111i , 1 ij II1 , • .14 . 1 • : • . _ f 1 1 • 1 1 L 1 1 t, I i 74 j_ . I I t F it..' 1 ;;.1•,11_11 . 1 - Type Insp' Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 uilding Inspection Request D: ) 0 Approved Correction Re- Insp'n Fee Address ) 3 0 C Company ' /A .( y 6 Phone # Inspection Date / 1 0 2 4k& Z a iLt l fUC� Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DDPAR FMENT 305 - 795 -2204 Building Inspection Request Date /4‘ 0 1 Il _ __ A AVM". A _ u. w Address d `\ ®o / ;�' /ki Otfrf. Company O Pn �#' q— t I — Inspection Date 1/ ( , Approved Correction Re- Insp'n Fee MIAMI SHORES TILF'AGE BUILDING-IENT 305- 7'9.5,-22L'`4 Building Inspection Request Dates /ef.:1'= / 0 ° . 7 9 Type Insp'n P (' I. Permit No. ? -) 1 — ` , y Name ; e.,,I. __ L A O ,, \A ir A f\'til Address \ I } r ) ii n. U ,�0 AP .14 ,^, , 'Company l � t t.; w `', Approved Correction ❑ Re- Insp'n Fee ❑ Phone#' C -- Inspection Date 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21-25 Passed 41-45 Passed 71 -75 91 -95 6-10 Passed 26-28 Passed 46-50 Passed 76-79 96 -103 11 -15 Passed 29 -35 Passed 51-63 Passed 80-85 104-132 16-20 Passed 36-40 Passed 64-70 86-90 133-200 tin& r Building Solutions For The Construction Inc'c istry eering & riSUltlrig, Inc. P. 0. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 PROPERTY ADDRESS: 11300 NE 2 Ave. OWNER: Barry University. CONTRACTOR: Obenour Roofing. ROOFING SQUARES: 60 sq. TILE TYPE: Monier. CONTACT PERSON :: Yusi (786) 486 -6468 Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: 1 1- 10 2 1 3 6 9 10 1 12 13 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 FLAT FLAT FAILED r l THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI DARE COUNTY TAS -106. 60 55 61 59 56 56 52 Test Tabulation "ROOF SKETCH" 51 48 45 42 49 54 50 41 47 44 16 18 22 25 28 31 20 23 26 29 14 17 5 19 21 24 27 185 48 43 40 FLAT 141 32 JOB NUMBER: 34 FLAT Lab Report No. 04- 010116 PERMIT No: 2003 -1386. PCA No: ROOF PITCH: 3/12. INSPECTION DATE: 01/09/04. TEST DATE: 01/13/04. Required Testing Force: 35 Ibs FLAT FLAT FLAT www.FloridaTEC.net Fax: 305 -485 -3199 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Applicatlon Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: '0-44 Notice of Acceptance Number: C IdNI ) r 0 Q Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): '7 .0) , P1: 7 P2: • 7' P3: )( �! i Maximum Design Pressure (From the NOA Specific System): ®• Method of tile attachment: ?4 I / / t _/� G ype Underlayment: C nsulation: Fire Ba er: Steep Sloped Roof System Description Mean Roof Height: j(i? ' Sim 2_2_t stoner Type & Spacing: dhesive Type oof Covers Type & Size Drip Edge: f &o6. 123_01 -48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F. Calculated Average TileWeight W NOA - Tile Dimensions 1= length w= width NOA AR calculations mustbe submitted to die Buil , ...1 Official at the time of .,,: :... «;,; M Required Moment Resistance* Mean Roof Height 15' 15' 20' 20' 25' 25' 30' 30' 40' 40' — Roof Slope Roof Slope 2:2 34.4 36.5 38.2 39.7 422 3:12 322 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 .5 32.4 7:12 24.4 25.9 27.1 262 30.0 Florida Building Code Edition 2002 Hl, h Vel • . Hurricane Zone Uniform Permit A ' Region Form. Section E fTIIe Calculations) For Moment based tale systems, choose either Method 1 or 2. Compared the values for M,.wwith the valves from MH If the Mr values are greater than or equal to the Mr values, for each area of the root; then the tile attachment method is acceptable. Meth 1 "Moment Based Tile Cale lions Per RAS 127" z a _ — Mg: _1 ' = IV�I f . NOA O z A 1 — Mg: e9 i�V NOA 11� �• -Mg: m _f[�l NOAM, �0 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M) From Table Below NOA Mt *Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z1: = z w:= ) —W: cos 0: = Fry: NOA F' (P : z 1: = z w: _ ) — W: z cos 8: = Fr2: NOA F' (P z1: = z w:= ) —W: z cos 8: = F,a: NOA F' 123_01-48 5/03 PAGE 5 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OFACCEPTANCE (NOA) Monier-. Lifetil €, -LLC 135 NW 20 Street Boca Raton, FL 33431 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S SCOPE: This NOA is beingissued 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: Atlantis Shake & Slate Concrete Roof Tile 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 A p pr eva I -Dates 01 / 0 9/03 Pagel of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Aeencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 1= 15 ". w= 10 1 '' /a" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" Ileadlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Ilcadlap, Nails, Battens) Static Uplift Testing PA 102 • (4" Flcadlap, Nails, Direct Deck, Recover /Reroof) March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name /Report 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7SO4b -S 25- 7804 -4 & 5 25- 7S4S -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System NOA N Expiration Approval Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 o.: 02 -121 1.08 Date: 12/16/07 Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 - 0.865 Table 3: Restorin • Moments due to Gravit - M. ft-lb Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater DirectDeck Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 _ 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft Tile Profile X (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile ` - 0.24 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 • 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - M, (ft-Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPro 118.9 Poly Pro TM 1 - 40.4 -� 4 Large paddy placement of 45 grams of PolyPro TM. 5 Medium paddy placement of 24 grams of PolyPro Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. OVERLAY WATERLOCK OVERLAY WATERLOCK PROFILE DRAWINGS <.` END OF THIS ACCEPTANCE ue" NIONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 PTA DUCT N TR TICE OF ACCEPTANCE Polyfoum Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the minutacturer. ACCEPTANCE NO.: 0 I- 0521.07, EXPIRE : DUI o/20o6 A PPP O Vrn;yk t 4/2rtta t rvLLrut ;4 t't<ULL•t_1!, 1.' Mt,tMt -OADE COtfd ry FLORtOA METRO -DAVE FLxGLER BUILDING BUILDING CODE CO,1IPL(ANCE ernes METRO-DADE r BUILDING 14() WEST FLAGLEtt STREET. tit :1'7E 1603 MIAMI. FLORIDA 33130 -1561 11)5) 37Si -290) FAX ()OS) 375 -29011 c;or rft.tCroft I.u'ENsiNG 0051 375 -25 7 PAX (3051 3 conrret.u; )•tats NNFoiic :a,KN'r tln I 1N Ii0$) 375 -29t 61:AX (305) 375 -391mo 171ODUC r CON171OL DIVISION 0 PAX (3415) 372.61W Your application for Notice of Acceptance (N'OA) of Two Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types or Construction. and completely described herein, has been recommended for acceptance by the t'vtianti -Dade County Buildinb Code Compliance Office (ACCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobiite or n 2aitu aicturer's plant for quality control testing. If thi product or material fails to perform in the approved manner, SCCO may revoke, modify, or suspend the uae of such product or material immediately. BCCO reserves the right to revoke This approval, if it is :determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, " Raul Rodritucz Cider Product Cot:trol Qivisie,t TR t5 TIT (Writ, I EFT SFE A ITI NAL PreC I'OJK N , )_ CON n MOMS tlUWY.,DING CODIA, PRODUCT RF,vrFv COM;VIITTEE rnis application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set forth above. f rnnciscc, J. Quintana, R.A, Director b( lam i -Dade County 13uilciing Cute Compliance Office Ilsoi50001 tpc1000liternplstesMad <v acceptaner oa cr pap not fn tcrnct In/1;i ad tiros: poalm)ester(a liuildineCnticonlinc,own • }'tt�m h ltP ;Ihrivw.l ?utlilinbcndoonlinc.eo 1Q 002 ROOFING ASSEMBLY APPROVAL rte a Roofing Approval Datc: June i4, VW SuttgattPAry: Root Tilo Adhesive l:xpiration Date: Mry 10, 201)6 • Vr iJ•UV 1111.' 1 V 1IAA 0 •J .1 I•i J. • ir Pol•4'fnari Products, 1' ales Polyurethane 1. SCOPE This approves Polyprotib Al as manufactured by Polyfunm Products, Inc as described in Section 2 of this Notice of Acceptance. For the loeotions where the design pressure requirements, as dcternniuixl by applicable building code, does nor exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low. and high profile roof tiles system using Polypro® AID 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPT[ON Manufactured by Anplic:ant Polypro® A1-1160 Pawn prat* RTr1000 N/A ProPacke 30 & 100 NIA 2.1 Components or products manufactured by others: My Mianii -Dado County Product Control Accepted Roof Tile A¢suntbly leaving a current NOA which list uplift resistance values with the use of Polypro A11160 roof adltt 2.2 Typical Physical Properties: pzegsm Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transrn ission Dimensional Stability Dimensions N/A Test ASTM D (622 ASTM I] 1621 ASTM D 1623 ASTM D 2127 ASTM 2 96 ASTM D 2126 2 1 Vl. tl V.1.•l 1 AWL/ 41 •J . 1 •tt. • ACCEPTANCE No_ : 112.0521 ,02 Test SSneeiiiclttir ,s PA 101 !knolls (.61bsJft.' 13 PSI Paralte1 to rise 12 PST Perpendicular to rise 38 PSI Parallel to ri..c 0.08 LbsJFt 3.: Perm / Inch +0.07% Volume Chance @ -40 F.. 2 Ivecks +6.0:% Volume Chatter r'i) 1110tudity. 2 weeks Product Description Two component polyurethane Dispensing Lquipment Dispensing Equipment Frenk Zulaasa. RRC Product Control Examiner v t. ua^14; ittk 1,:ues rA.L *44 a,a au•rt iy t t am Pr t t 1<rt ACCEPTANCE No.: 0!..052 2 1 « 1,0.. Note: The physical properties listed above nre prlsscrtted a, typical overate vntucs ns determined by accepted ASTM test methods find are subject' to norn,nl n,:utufncturing variation, 3. LIMITATIONS 3.1 Fire classification is not part or; his Assembly for tire rating 3.2 Polypro® AI-1160 shall solely be used with fiat, 3.3 Minimum underlayrnents 111011 be in compliance Standard 1tAS 120. 3 .4 Roof Tile manufactures acquiring acceptance for the u;e of Polypro® Al -1160 roof tile adhesive with their the assemblies shall test in accordance with PA 101. 3 -5 Roof Tile manufactures acquiring icccptance for two paddy placement with the use of Polypro® Aff 160 roadie adhesive with their tilt assemblies shall test in accordance with PA 10! and with section :0.4 as modified herein. 17� F =; 4. INSTALLATION 4.1 Polypro® AH160 may be used with any rocf tile assembly having a current NOA. that lists uplift resistance values with the use of Polyproj A1 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein The roof tilt assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient_ attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RA$ 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A1-1160 roof tile adhesive and its cemponents shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoatn Products, Inc. Polypro'D AH160 Operating instruction and Maintenance Booklet. 4.4 Installation must be by a Factory 'Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoarn Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro.,+ dispensing equipment is required before application of any adhesive. The mix ratio between the. ''A' component and the "B" component shall be maintained between 1,0 -1.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.017$ to 0.15 pounds per tile as determined rt calibration. No other settings shall be approved. 4.6 PolyproQ Al-! 160 shall be applied with Foampro RTI 1000 or ProPacke 30 100 dispensing equipment only, 4.7 Polyproflu A11160 shall not be exposed perntam. to sunk 3 r41.4 r Veal riwuV 1) , iAt. . aecept1pco rt S !t.cicr !o the Prepared hoof Tii4 low, & high We profiles. with the Rooting Application Prank Zuloaga, RAC Procjuct Control Exatnincr uu• 0&.141 a111 11.X” /AA 04.1 419 lt Polyfokni Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive Tile must be set within 2 to 3 minutcs after Polypro0 Al has been dispensed 4.9 Polyprol0 AH 160 placcrncrt and minimum patty lvcigltt shall be in accordance with the 'Placement Details' herein, Caen generic the profile requires the specific placement noted herein. Table t: Adhesive linemen' For Each Genetic Tile Profile Piped Itunt Detail TilcProfi le Flat. Low, High Profiles High Profile (2 Piece Sorrel) Fl2t, Low, f ligh Profit 103 Mt, Low, High Profiles N3 LABELING r701.10or i rear A .. .,e-r.. 4 r'u.aru.1.4 rMU +I'% 1.T.1m. ACCEPTANCE No.: 01 0521.02 Single Paddy Wright Two Paddy Weight Miu. (grams) per paddy Min. -- (grams) 35 ' NIA 17isidc on ca an r P N, A 341/ an 24 N/A if Ali Polypro® AH 1 d0 containers shall comply wi :h the Standard Conditions listed herein. • 6. B UILDIAIG PE R1vin' REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system Frank Zuloaga, RRC Product Control examiner ckk1 UUa 02/13•03 YULI 1711U FA1 054 374 1042 FOLI YUAN FROM cT4 INC . Potyroarn Products, Inc. GO'd V8P88SLgor 01 oirnqRqcmc ACCEPTANCE No. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1.1 RAMO malmOgiwil 5 1 1 1113 WIMP 3011tifat 1111aerthve Ma 13 latsibin IX:twin' tits polite N11101i4/1 Extfatr favt. riCii1Clet101 1,1 to t 10mm autstatmlottal cs..t th, k.1•11 11. th. A PO NAB' a d i. 11.. trate Wet Ws. AM* Went vf Pato Emintgate ot atrium No VC Rug stlivi int Optiinal hes hi PM herat4011 nalmumhilt Bitseoznive Prank Zoloago, RRC Product Control Esarnincr U.G:.IJ'UJ ' 1131; A /GJU 4'4rs,1. GlD4 01* .luit Polytonal Progpcis, Inc. 1ua11 tttmuah prick cement Par (booth 3th T.y 90 d bRt7PQC) Clip n r +, 1 nc�nrnr nn ACCEPTANCE No. : 01- 0521.02 ADIIESIVE PLACEMENT DET;11 2 SINGLE PATTY 6 rvLirvam rxtuntlb.lNl. touts/ Frani: Znloaga, AitC Product Control Exarrmincr • w. • ol■•••• 1 • 40 we II • • gl• taw. e •• • 111. • 11 12213:WIE 1>rtisis Ned through 104911c cement LO'd P8P88gLQAP ni V)PPQMQCMO ACCEPTANCE: No. : ollszta ADIIES)VE PLACEMENT Dc L 3 DOULILE PATTY Hall threw Ask cement Single paddy on lop oi Salle parry under i�e 7 • 1••••••• •••••••• • ••V•O' ••■ •• • • •• V • t ad ducuge plantic mien! Undestayrnet Single padd)on tont- Ityrnent :MO: paddy on top of Me but town Skin paddy bliween iti 4, Frank Zuioriga, RAC Produci Comm! Evarnint-r Snoile Daddy under Ole NCI IOW Single paddy eetweer t 7 to mununi the paddy ore course only Fetch aterprene awe Wools Rep dip * 80 ' 39elel • ltito:i ** of t i'r ucts, Inc. • r+ua•.. • . .2. J. L.•4 ACCEPTAN r(a, : 01-0S21,02 I. Renewal of this Acceptance (approval) shall be considered after a, retie al application has beer. filed and the original submitted documents,. including test-supporting data. engineer :ng documents, tire no older than nigh: (t;) years. ' Any and ail approved products shall 'oe; permanently tabelec with the manufacturer's name, city, state:. and the following st atanten :: "M1ianu -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance evils not be considered if: a. There has been a change in the South Florida Ouildeng Cosh affecting the evaluation of this product and the product is not in compliance wth rite code changes. b. The pros act is no longer the ;ants: product (identical) as the one originally approved_ c• if the Acceptance holder has not complied with alt the requirements or this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and seated the retained documentation initially submitted, is no longer practicing the engineering prof fission 4. Any revision or change :n the ma :trials, use. andior minuracturc of the product or process shall automatically be ca.usc for termination of diis Acceptance, unless prior wrinen approval has been rquested (through the filing or a revision applications with appropriate fee) acid granted by this office. 3. Any of the following shall also be graunds for removal of this Acceptance: a. Unsatisfactory performance of this p roduct or process. b Misuse of this Acceptance as an endorsement of any product. for ,ales, advertising cr any other purposes 6 The Notice: of Acceptance number preceded by the words Miami -Dade County. Florida, and fol :otved by the expiration date may be displayed in advcnising literature. 1f any portion of the Notice or Acceptance; is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drnwinss and other documents, tncerc it applies, shall be provided to this user by the manufacturer or its t1' job sit.: at all tittle:. 'rho engineer need Hot reseal dec distributors eoI n e+ ,rea shill be available for inspection at 8, Failure to comply with any section of Lois Acceptance shall bG CatiSe for temliiation and removal of Acceptanec. 9. This Notice of Acceptance consists of pages I through F. END OF THIS ACCEPTANCE Fra.ttt Zuto, t,,►a, RILC Product Control Examiner erg to ui v Date Legal r escription M A4ER 13p,- (9‘ -/8/3 PERMIT APPLICATION FOR MIAMI SHO 10050 N.E. 217d Avenue • Miami Shores, Florida 33138 • Phone: 305 - Job Address /150o 4 °M I /1141/ i4? io Historically Designated: Owner/Lessee/Tenet &' r r Ohl h j/ e r5 T 4 y Master P # Owner's Address 1 / 30 0 A) Z ""'1..� / �'` J / 51 hone Contracting Co. Oh t l�tr ✓ C14 Qualifier . A' wt- C 3 'J Okrivol /Y State #C -O Municipal # Compet ud / L AP aox)a — 15ci 3) 6P- zoo3 - e 3g, Addressl d J �f�i /1 C 0141 -4-d f i fl}pref ss #o a VI/ ?(TV IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. ME CHANICAL WORK DESCRIPTION: 4 � NG i/i /7 y Permit Type (circle one): BUILDING ELECTRICAL PLUMBING Phone(eV) / 74— 76;2- /0--- std Ins. Co. l tv /U c (J-3 .SS 7 O eve - r Gl i 0 A. - -f/9 ti C) I° o i1 `r I. is f�? (n Y C, r / lV Square Ft. 34 0 75 Estimated Cost (value) 1 , OD v, 4 ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFHIIAVIT: 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. Furthermore, I authorize the above named contractor to do the work stated. f09— ercrdti Uvtcver tt Si _ . ture VP re of a ' er and/or Condo President Date �YCkdtt i ul(o�i Pt�soc t-. It firs otary as to Owner and/or Condo Preside My Commission Expires I a ° a �call�t��ihtt a� lJ 0 5% a: Expires Mereld 4,j.G03 Bertde1 ��4ni4 Puldhi cu ., a40. RADON C.C.F FEES: PERMIT APPROVED: Zoning Building 1) i ature of Contractor or Owner Builder RAid (# uik%\ Coed Ai ' 50 4N 3 0 .00 Date Notary My Co ttiP .,,, s' march 4,20 ©5 Bosclerd ern !.'orF\i Atlantic Landing Co., . 0e.. ��d ➢0 Y1iie 7//0 Date NOTARY BOND �* S.� TOTAL DUE AUG 2 6 2003 Electrical 111 Mechanical Plumbing Structural Engineer SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING • CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, .Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High 'Velocity Hurricane e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida iding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit (i.e. townhouses, condominiums, etc.). In with common roofs, the roofing contractor and /or o vner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can he vie ed from below. The owner may wish to maintain the architectural appearance, . therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the own of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may taus water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected.. ' 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not OV ed from a build up of water. Perimeter/edge valls or other roof extensions may block this discharge if overflew scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. .4; 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. �vnzr's/AeenPs Signature 0 3 wner's /Agent's Signature Date 0D00CJIE- 14nnplLOCALS- 1■Tanp1SECTIOS U:1.Ja X(420, 1 h ( . • Master Permit No Contractor's Name Job Address 4 Low Slope ❑ Mechanically Fastened Tile Q Mortar /Adhesive Set Tile Asphaltic ❑ Metal Panel /Shingles Cl Wood Shingles /Shakes Shingles ❑ Prescriptive BUR 150 ROOF TYPE LI New Roof D Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION ! Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) .--:--- : , LTA§ , ._ I 34 /5" , Section B• (Roof Plan) • Sketch Roof Plan: Illustr4, all ley:. Is and sections, roof drains, scuppers, overflow scuppers and ove low drains.- Inc ude dimensions of sections and levels, clearly identify dimension l elevated pr ;s sure zones and location of parapets. � ... . _ � • 4u , L. '• - ' I t , � _5— _ _ a h! � ; �_ : t 1 — I — ( , i ) l , "-, ;'� � I_ ' ..._ ^' te • - - -• - - : -! T I - _i _ Ei — TEI_i _. f^ ' i — '-- - . -', ..i j tr ' : _. ^' , �. I r ^ 1 ' i : 1 e . . ^ 1 • �1 • ,040, -,me : '� _ i s �, �. ,„:,, f � � i- I - i ^ - •�_. •_� _ - - , fir '' - ; ; , I.. ! I J ' -i= k ' r 1ix•1_I _ { _p_ . . 1 L1 L. II High Velocity Hurricane Zone Uniform Permit Application Form S:eption A (General, Information) 15 Process No. ROOF CATEGORY ! L ' 11 i I Log 6 0 0 Rao D Section C Specific Roof gsaembly Components Fastener Spacing for Anchor s � �� 11 in Spec Attachment 5EF �i0� f�4�s TEN�NG and Identify Manufacturer (If a component is not used, identity as 'NA") stem Manufacturer. GAS' NOA w No.• nl.. bl�� •0!0 De Wind pressures, From RAS 128 or Calculations: Pmax1: �S pm ax2: • 00.6 Pma�3: Board 14 ,,4 Max. Design Pressure. From the Spec NOA System: Deck: - Type: - .,c�,crri GaugetThickness: a p Slope: < y pr Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fa tenerBonding Material: 4 Insulation Base Layer Base Insulation Size and Thickness: Base Insulation Fastener g Material: Top Insulation Layer Top Insulation Size and Thickness: Ai 4 Top Insulation FastffnerBonding Material: Y Base Sheet(s) & No. of Py(s): Base Sheet Fastener/Bonding Material: 17 A tam Ply ,A Sheet(s) & No. of Pty(s): Pty Sheet Fastener ondir Material: t. T o p Top Pty Fastened Bonding Material: Surfacing: G 244-0)e Reid: • oc Lap.* Roi'Rain ? e oc Perimeter: Y oc at Lap. s Rows 3 G oc Comet 7 • oc 41 Lap, • Rows 1 6 2— oc Number of Fasteners Per insulation Field _ ._. Perimeter Cow Illustrate Components Noted and Details as Applicable: Woodbioddn9, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Si Base Flashing, Counter- Flashing, BEM n Roof iHeight, �t Height, Maberial� Material fThickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. P /esa_c Parap Helot War Root Haig :oof Slope: 12 . Ridge Ventilation? Florida Building Code Edition 2002 Hi. h Veioci Hurricane Zone Uniform Permit A. plication Form. Section D' Stee Roof System Manufacturer: Notice of Acceptance Number: 02_ 12. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 1p.oY- P2: q.17 P3: /9.J -1 Maximum Design Pressure From the NOA S • ecific S stem : Method of tile attachment: St_ Sloped Roof Svst ..•� Descrir,tiop Deck Type: 5 7e CeOX ype Underlayment: Insulation: * Fire Barrier: Mean Roof Height : -4 Sloeed Roof S stem A- Fastener Type & Spacing: \Adhasivp TYpc : fl 2 Tyte ype Cap Sheet: oof Covering: T Drip Type Si dge: /6o o z, co�� Florida Buildin ' ° High Veioci Hurricane Zone Uniform e�mtt A 2002 Application Fotm, Section E Tile Calculations , For Moment based tile systems, choose either Method for M, with the values from M. If the M values are values, for each area roof, then the tile attachment I or 2. Compared the values greater than is equal to the Mr method is acceptable. Method 1 `Moment Based Tile Calculations Per " — — Mg: _ ><r . .....44L1).- RAS 127 NOAM NOA M Method 2 "Simplified Tile Calculation Per Table NOA ibi Required Moment of Resistance (iNt.) From Table Below Below" NOA M spa (Pa * Must be used in conjunction with a list of moment based tile Broward County Board of Rules and Appeals. systems endorsed by the For Uplift based tile systems use ivIethod 3. values for F If the F' values are greater than or pared qual tort he a F F es a, valluess, , fd�- u , each r the area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations x1: __ x 1: x w: _._� — NY: x cos g, Per RAS 127" x 1: _ x 1Y: =_____ ) — W: x ..- F '" • NOA F' = t w: )— 11: cos = Fes: NOA ' x cos 9 F F „• NOA F' • Descri • flan Where to Obtain Information S mbol ns;gn Pressure PI or P2 or P3 Mean f Roof Slope Aerodynamic Mul tier Restorin Moment due to Gray: R ' air At tachment Resistance Moment nce Minimum Attac R .aired Attachment Resistance V• lift Resistance Average Tile Weitht Tile Dimensions All calculations must be submitted to the Buntline Official at the time of ermi t a • . Iicatiun. R a1 S 1 37 Table 1 or by an 'Where to find i engineering analysis prepared by. lob site PE bases on 1„ct:. r )$ /01!01 44: as rim& Section D Stee • Slo • ed Roof S $ Notice of Acceptance Number: s If Applicable (From RAS 127 or Calculations): Minimum Design Wind Pressures, 62(** Pmax3' )1' ?G Pmax1: ' > Pmax2 Deck Type: Slo • ed S stem Descri u tion ype Underlayment: Insulation: Fire Barrier 4 f,vt 22C 430 Fastener Type & Spacing: dhesive Type ype Cap Sheet o at Covering: Type & Size Drip dge: e .�.. . ra. •. • - - • • +..•r1•— ••■■•••• Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr if the Mr values are greater thaa or equal to We Mr values, for each area of the roof, then the tile attachment method is acceptable. -- s Method 1 "Moment Busccl Tile Calculations Per RAS 127" (P I: 121. , .)'f = .. Mg• 9 M, NOA M (P, : . x)4 •)-S s .y/hX - S.q •• M,,a1. -. M 14. NOA Mr Method t "Simplified Tile Calculation P Table Below" Required Moment of Resistance (M,) From Table Below NOA M High Velocity Hurricane Zone Undorm P.m* Application Form 1 — Resn .Roof Height —► Roof Slops x12 7 :12 4:12 5:12 6 :13 7:12 M, Required Moment Resistance' 24.5 26.7 26.5 70.0 22.5 241 262 27.0 20.6 216 24.1 25.4 • 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values arc greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA r (1'i : z 1. - x w: -_�- W: �' cos O: F,': _ ; NOA F es _ .F (112: _ : 1: - „: w: 01...... .� — w= x cos a = F� : .._. _ NOA F (P : s 1: - x w: - ..�) q. W: __. 76.1 352 32.5 20.5 27.5 M 1 A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road. Wayne ,NJ 07470 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0411.06 EXPIRES: 11/06/2003 APPROVED: 07/19/2001 \ 1 s 0450001 \pc2000 \ \templatets\notice acceptance cover page.dot MIAMI -DADE COUNTY, FLORID/ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ME RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 4,75 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: GAF Ruberoid Modified Bitumen Roof Systems for Lightweight Insulating Concrete Decks under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. 1 uisatana, R.A. Director Miami -Dade County Building Code Compliance Office GAF Materials Corporation ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Matrix"( 307 Primer, (GAF Asphalt Concrete Primer) GAF Mineral Shield® Granules Matrix 305 Fibered Emulsion, (GAF WeatherCoat® Emulsion) Matrix"( System Pro Aluminum Roof Coating Fibered 301, (GAF Premium Fibered Aluminum Roof Coating) MatrixTM Standard Wet/Dry Roof Cement 204, (GAF Jetblak All Weather Plastic Cement) GAF Aluminum Emulsion MatrixTM Syst m Pro Aluminum Roof Coating Non- Fibered 302, (GAF Aluminum Roof Paint) GAF Built -Up Roofing Asphalt Roofing Approval Date: July 19, 2001 APP /SBS Modified Bitumen Lightweight Insulating Concrete - 112.50 psf See General Limitation #`1 5, 55 gallons 60 lb. Bags & 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D2824, Type I Page 2 of 42 Product Control No: 01- 0411.06 Expiration Date: November 6, 2003 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum - Oakes. Non - fibered. aluminum pinented, asphalt roof coating. 100 lb. .cartons, ASTM D312, Interply moppin_ and surf • . It bulk Tpyes I, II, III and IV Zuloaga, RRC Product CofttrC:ri' miner GAF Materials Corporation Membrane Type: Deck Type: Deck. Description: System Type E -1: All General and Sys Base Sheet: Fasteners: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fir Classification: Product Control No: 01- 0411.06 SBS — Hot Asphalt Applied or Cold Applied Matrix Adhesive Lightweight Concrete, Non - insulated (See System Limitations) Cellular or aggregate lightweight concrete Base sheet mechanically attached. tem Limitations shall apply. Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ullman( Base Sheet or GAFGLAS Stratavent®- EliminatorTM Nailable mechanically fastened as described below. Gaftite (Drill -Tec) assembled CTD base ply fasteners, FM -90 fasteners, FM-60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 7" o.c. at the 3" wide sidelaps and 7" o.c. in two equally spaced rows in the field of the base sheet. Optional one or more, plies of Ruberoid 20, Gafglas ® PLY 4 ®, Gafglas FlexPly 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal. /sq. One or more plies of Ruberoid MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid 20, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or (Ruberoid UltraCladTM SBS adhered in hot asphalt only) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. or with Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal. /sq. (Optional, required if Ruberoid MOP Smooth or Ruberoid 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 601b. /sq.. 2. Gafglas Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MB +, at 1 to 1.5 gal. /sq.. 4. Top Coat® Surface Seal, Applied at 1 to 1.5 gal. /sq.. -75 psf (See General Limitation #7) See General Limitation #1. Page 15 of 42 Frank Zuloa,L C Product Contro miner GAF Materials Corporation SYSTEM LIMITATION: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. and fastening design shall be in compliance with Miami -Dade County Protocol TAS 105 d 1 Miami -Dade County Roofing Application Standard RAS 117. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the = shall be a minimum of 250 psi. g minimum design mix GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed insulations when the base sheet is fully mopped. GAF requires either a ply of Stratav nt®- Elirninatorm Perforated or a layer of a GAFTEMP® PERMALfTE® or wood fiber overlay board on all isocyanurate applications. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Where Strataventil- over rigid insulation boards the Elinunator� Perforated is used maximum design pressure shall be limited 'to -9 sf. specifically referred within this NOA, General Limitation #9 will no e applicable.) ( limiation is speci 8. All attachment and sizing of perimeter Hailers, metal profile, and/or fla ghing termination designs sha conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation specifically referred within this NOA, General Lim applicable.) Page 41 of 42 Product Control No: 0 1 - 0411.06 rank Zuloa Product ant of Lamiii er GAF Materials Corporation Product Control No: 0101,06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents; are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings provided to the user by the manufacturer or its distributors s an shall be available for in p ectio and other documents, where it the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 42. END OF THIS ACCEPTANCE Page 42 of 42 Frank Zuloa4 C Product C&ntrol aminer GEOTECHNICAL tNVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, August 21, 2003 Mr. Jim Obenour OBENOUR ROOFING 9301 Park Drive, Suite A101 Miami Shores, FL 33138 Re: Barry University Student Union 11300 North Miami Avenue Miami Shores,•FL Dear Mr. Obenour: Sincerely yours, l) i o Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 II i r� �`. /IIIIL�r'" � ', f' Ramon .1 ms sm \\ = "rte , //!/ "N��`_ ANIMAr �� DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING In accordance with your authorization, DYNATECH ENGINEERING CORP., has performed a pull test in compliance with Test Application Standard TAS -105 and the Florida Building Code High Velocity Hurricane Zone on August 21, 2003 at the above referenced project. Dynatech Engineering Corp. is a certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the mechanical fasteners at the referenced project. On August 21, 2003 our field engineer visited the site and conducted (14) uplift tests on the olympic mechanical fasteners into the light weight concrete roof deck. All tests were performed according to the Florida Building Code and TAS -105. Enclosed find copies of TAS -105 forms with test results. The test results presented here, reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were conducted according to Dade County TAS -105 using a comten industries fastener tester model No. 302N2K0. It has been a pleasure working with you and look forward to do so in the near future. 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone (305) 828 -7499 ° Fax (305) 828 -9598 TESTING APPLICATION STANDARD (TAS) 105 -98 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT GENERAL INFORMATION: Job Name: Job Address: Contact Individual at job site (if any): TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 or TAS 105 Appendix A. Testing Agency Name: Address: Telephone: (305) 828 -7499 Fax: (305) 828 -9598 Representative Name: Title: Barry University Student Union 11300 North Miami Avenue Miami Shores, FL DYNATECH ENGINEERING CORP. 750 W. 84th Street Hialeah, FL 33014 Mr. Wissam S. Naamani, P.E. Professional Engineer Signature: ) Test Apparatus (General Description): Comten Industries Fastener Tester Model No. 302N2K0. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS) 105 -98.5 2 BUILDING/ROOF SYSTEM INFORMATION: Area No. 1 Roof Area Height: height = 38' Ft. length = 92' Ft. second largest dimension = 82' Ft. . total roof area = 7500' Ft.2 = 75' Sq. perimeter area = 750' Ft.2 (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: Area No. 2 Roof Area Height: height = Ft. length = Ft. second largest dimension = Ft. total roof area = Ft.2 = Sq. perimeter area = ft.2 (see RAS -117) BUILDING/ROOF SYSTEM INFORMATION: Area No. 3 Roof Area Height: height length second largest dimension total roof area perimeter area (see RAS -117) = Ft. • Ft. • Ft. = Ft.2 • Sq. • Ft.2 Note: If more than three roof areas are tested, attach additional page(s) having this format to identify all roof areas. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS) 105 -98.5 3 FASTENER INSTALLATION INFORMATION: Is the fastener a self - driller? Yes No X If Yes, list the type of tool used for fastener installation: Speed of Tool: rpm's TEST INFORMATION: Number of Tests Conducted: n = 14 *See section 8 of TAS -105. *Note the locations of all tests on 'Building Information' Detail #2, attached FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS) 105 -98.5 4 Sample No. Plan Identifier Initial Failure Load (Ibt) Field of Perimeter Area 1 1 65 Corner 2 2 75 Corner 3 3 70 Corner 4 4 75 Comer 5 5 70 Perimeter 6 6 70 Perimeter 7 7 65 Perimeter 8 8 75 Perimeter 9 9 75 Field 10 10 70 Field 11 11 75 Field 12 12 70 Field 13 13 75 Field 14 14 75 Field • Area No. 1 (Refer to deck dimensions referred FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Component to be secured: Insulation ( ) Membrane ( ) Anchor or Basesheet (x) Woodblocking ( ) Metal Profiles ( ) See Sec FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Fastener Type: CR 1.7 Fastener on Page No. 2) Fastener Manufacturer: Olympic Predrilled: Yes 0 ) No (x) If Yes: Drill Bit Size: diameter Hole Depth: h tole rance include range in 1 /1000" tolerance 5 (TAS) 105 -98.5 • (TAS1 No, 105 -98 ti STATISTICAL ANALYSIS: • Mean Failure Load: Sample Standard Deviation: .Minimum- Characteristic Resistance Force: Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined In TAS 117, shall utilize the minimutn characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105. Notes: 2. A safety factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA NO. INSERT BUILDING AND PARAPET HEIGHTS. (IF NO PARAPET EXISTS, INSERT' WA') 3 - FEET GOURD LEVEL 38 _FEET F= Sp = F = 71.79 lbf 3.72 lbf 64.00 lbf (TAS) 105 -98.8 FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Eke 0 0 3ci / / / / / / /// 0 4$ . 0 0 0 0 Q 0 1 qa' Dynatech Engineering Corp. Client: OBEtS OUR ROOFING Project: 11300 N. MWAM1 AVE.. MIAMI SHORES,FLOR%DA Scale: N.T.S. ✓ Date: Trace No 999206 Signed: UNIT UNDER TEST: COM -TEN 0 -300 Mfr S /N: 2950753 Cust S /N: 2950753 PROCEDURE NAME: SYN 915 CALIBRATED BY: Juan Balce_ iro P.O. NUMBER: VERBAL LBS FORCE GAUGE SUBMITTED DYNATECH ENGINEERING CORPORATION BY: 750 WEST 84 STREET HIALEAH FL 33014 CERTIFICATE NUMBER: 44548:1056374074 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 23Jun2003 23Jun2004 71.0 °F +/- 1 DEG 40 % +/- 5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in tic referenced procedure at the points tested (unless ot}crwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type ofself - calibration techniques.This calibration complies with ISO Guide 17(85 and ANSI/NCSL Z540 -1 -1994. Test Uncertainty Ratios are greater than or equal to 4:1 ;with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor ofk =2 at a confidence level of approximately 95 %, unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. Standards Used Description 999509 TRANSDUCER TECHNIQUES DPM -3 DIGITAL PANEL METER TRANSDUCER TECHNICS LP -3K FORCE GAGE Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.346.2430 REPORT OF CALIBRATION for SERIAL NUMBER: 2950753 PRINTED ON: 23 Jun 2003 Signed: CAL DATE 25 Jun 2002 19 Jul 2002 CAL DUE DATE 25 Jun 2003 19 Jul 2003 Synergy Labs assigned ASSET NUMBER: 44548 i / Page ' of GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTCO Date Client Project Address Project Info: H = 38' L = 92' W= 82' Parapet: < 3' /I/IIW or. . WOMB ,`.I♦III♦� WM= ImmiammmmAr DYNATECH ENGINEERING CORP. 08 -21 -03 Obenour Roofing Barry University Student Union 11300 North Miami Avenue, Miami Shores, FL ASCE 7 -93 DESIGN PRESSURE CALCULATIONS Exposure: C Category : II Slope < :10° } 8'- 6" Basic Wind V= 150 MHP Importance Factor I= 1.0 Height Exposure Adjustment Coefficient: 1.47 Table 1606.2D Design Calculations : Using simplified method; table 1606.2B and 1606.2D for exposure C; P1= -40 x 1.47 x 1.0 = -59 psf P2= -68 x 1.47 x 1.0 = -100 psf P3= -68,x 1.47 x 1.0 = -100 psf Width of pressure coefficient: a: (0.1) (82') = 8.2' (0.4) (38') = 15.2' TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 ° Fax (305) 828 -9598 Page No. 2 11300 North Miami Avenue, Miami Shores, FL Attachment Requirements : Based on GAF Product Approval No. 01- 0411.06 Page 15 of 42, and TAS 105; the following are our recommended fastening pattern: Field: 7" o.c. @ laps and 2 staggered rows 7" o.c. Perimeter: 7" o.c. @ laps and 3 staggered rows 7" o.c. Corners: 7" o.c. @ laps and 3 staggered rows 7" o.c. Notes : WN/jg Corners, extended corners and perimeter area dimension shall not be less than a= 8' - 6 ". All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer specifications. ▪ Wind load calculations are based on ASCE 7 -98 and information provided by client. • All work shall be conducted under the supervision of our field engineer to verify compliance with specifications. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 1 TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT httn: / /datahase 7il enm /eoi- hin /YYV /tamnlata /T T' PYT /1 FR Page 1 of 36 Hari ° k f lAge R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, i t must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply (i ") in the Class A, B or C roof systems indicated below. 1 n/') /n• • - TGFU.R1306 - Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAF 'I EMP PERMALII E ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in httn• / /natal -a ca » 1 rntn r.r i_1- n /V'VZT /tam » lnta /T TCT ?VT /1 t A A fir. / 1, ..,,.. , . , 1, +.,,1n....,.,.... —T!'' 1 n in" inn TGFU.R1306 - Roofing Systems Page 7 of 36 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. . 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion" at 3 gal/sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB" membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in. (min) G -P Gypsum Dens - Deck® are used directly, over the deck with all joints staggered 6 in. (min) from plywood joints. 1,++1,• / /a.,+nl,., „1 l,.,..: 1.. ,, /vvv/+ ., ,1 + /T TOT7Vm /1T'T) A T 4T7 /..1_ ..___.. - 1..-- . 1n.._... __T'1' 1 nP-, -, rn", t TGFU.R1306 - Roofing Systems Page 9 of 36 4. Deck: C - 15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — Membrane: Surfacing: — 7. Deck: C - 15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C - 15/32 Base Sheet: fastened. Membrane: Surfacing: — Incline: 2 a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. — " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. River bottom stone (3/4 - 1-1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Incline: 1/2 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — " EverGuard TPO Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically — " EverGuard TPO Plus ", 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 1,++,. + t, , „t i .: 1 :. IV 14 ..1 + /T TC'IT7VT /1 T'T) A T 4' T7 / 1_ __.._.. �.. 1, a._ 1 A i' V m-, • TGFU.R1306 - Roofing Systems Page 12 of 36 fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 / Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — One layer "Ruberoid Mop 170 FR ". 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): — One or more layers Type 'G-2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: — One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deleted. 21. Deck: C -15/32 Incline: 1 Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS #75" base sheets, hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid 30 FR" hot mopped in place. 22. Deck: C - 15/32 ,/ Incline: 1 Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS #75" hot mopped or mechanically • 1 • I* TN TT T f. 1 fT Tr1T /1 rt\ . 11 rr 1 1 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: Atlantis Shake & Slate Concrete Roof Tile 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 bccn filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiMINATION 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 thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1 = 15" w = 10'/ 1 '/" thick 1 = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name /Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" Fleadlap, Nails, Direct Deck, Ncw Construction) Static Uplift Testing PA 102 (4" IIcadlap, Nails, Battens) Static Uplift Testing PA 102 (4" I Ieadlap, Nails, Direct Deck, Recover /Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 I Test Aaencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report Date 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #M DC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7SO4b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System NOAH Expiration Approval Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 o.: 02- 1211.08 Date: 12/16/07 Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 - 0.865 Table 3: Restoring 3":1 2" Moments 4":1 2" due to Gravity 5":1 2" - M (ft-Ibf) 6":1 2" 7 ":12" or • reater Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - A. (ft Tile Profile A. (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 ,•r 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) _ Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 • 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft•Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PoIyProTM 118.9 PolyPro T"" 40.4' 4 Large paddy placement of 45 grams of PolyPro T"". 5 Medium paddy placement of 24 grams of PolyPro TM'. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MYIONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 )vMIAM,I•D T O d go ... .•. v ,.. r PR 1DUCT C TR II . TICE, ?elyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 773733 -1132 ACCEPTANCE Your application for Notice of Aceeptlttcc (NOA) of: Two Component ?olyurethcne Foam Ad!1csive under Chapter 8 of the Code or Miami-Dade County governing the use of Alternate Materials and Typr:s or Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from 1 jobsite or manufacturer's plant for quality Control testin If this product or material fails to perform in the approved manner. BCCO may revoke, rnodity, or suspend the ccac of such product or material immediately. BCCO reserves the right to revoke this approval, if it is detornirled by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by tltc manufacturer, ACCETTA.NCEs NO.: 01-021.0; l:XPI12CS: QS /l0/20n6 Raul Rodriguez Chief Product Comm! Clivisio,i T!1 ., 'rlrr ovt:RS TEFT SEE ADfl!'1 'VAL PA ,1;x5 rot sJr7,C1rrc ANl) Gr;NrI2,�I, COtvninoNS - .. �tN coat- rR n 1 �vrr�v M 1T • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami.Dade County, Florida under the conditions sat Forth above. ApPROVrt]: lltitt4i2nOt 1130 9500(911pc1000Mttmp1:(o :tnotko aeCep covet' page not tntcrnet rnnii address: pastmaster(n lruildingcndcunlil,c,cu„ t P81 38SLSOC 1)1 'LCC96S OC r va.a r' r(ULL MIAMI -DADE COtITd i y, FLORIDA METRO -DAD)E FLAGLER BUILDING n(JttLnfNG Cor)E COrIPL[ NCE OFtr1CK METRO-D, t7E; Pl. \C1,rR fU)LDtNC t•I(1 WEST" FLACLER STREET. stll'rli 1601 Ailrt (I, r'Lorl)DA 3313!) -l$ ) I33$$) 37S -2vr)) FAX ()OS) 375.2908 « ONTR. %CrOK t. eV.N;;ING :i1;f`rI()N ( ?fig) 3 1'A\ (305) 3 ;,0 CONTRA C:1'014. j;NFf31tCItiM i:,V'r niv siON (305) 375 -29t VAX (005) ]75 -1' up i'RODLCr CONTROL DIV(stcN 13051375 -2')o3 PAX ()dd) 27;43;9 /24///2-5--, p.r Vrancisca J, Quintana, R.A. Director Pvlianli- C�acfe Courtly lluilding Code Compliance Office 002 florttCpip.:: 11t tpi;ihrww.InI Id ingcmi continc.com ODQHd(3 ad PS :9T CIO 20 dd13 r d If V al • .1 Vg. l ill' J. • MO 4 Ia.l O3J •1 J I •.` 13+'1• LOINInn roducts, 141E, ACCEPTANCE No_ : I11,. I Oz ROOr1NG ASSEM13LY APPROVAL Hector„ Roo fing Suh- ciotceorv: Roof Tile Adhesive Matt Polyurethane 1. SCOPE This approves ('olyprulb A1-1160 :is manufactured by Poly'fuam Products, inc. as described in Section 2 of this Notice o(Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127 for use with approved flat, low, and high profile rooftiles system using Polypre® Ali 160. Where the attachment calculations are done as a moment based system for single potty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCR.tPT(ON Manufactured by Apnlistnt f olypro® A1-1160 Dimensions N/A Poomprod?t 11.TT' 1000 N/A ProPackdlJ 30 Sc 100 2,2 Typical Physical Properties: P merry, Test Density ASTM D 1622 Compressive ASTM D 162 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM 2 96 Transco ission Dimensional ASTM D 2126 Stability 2 ?O' d 1 @C 01 t'L«969S@C d VL LL V.I.L L i\UUV4•.I•J • .4 OM • Tett PA 101 1.6 lbs./1t' 18 PSI Pnralle.1 to rise 12 PST Perpendicular to rise 28 PSI Parallel to risz 0.08 Lbs./Pt 3.r. Perin / Inch Approval Date: arm, I4, Jj)t Expiration Date: May 10, 2006 Product IQsscri pt io n Two component polytirotltant Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Itool'Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof rile adhc ivc. Resells 40.0 - 1 6 4 Volume Chance @ -400 P.. 2 weeks +6.0% Volume Change I(t) 0 •' 13 4 0 1 7 1 4 1Ilamidity, 2 1vecks 1 11 Frank Zuloaga. 12FLC Product Control EsLuminer 40 SO SI 41 °Da is Jd bS :9t C002 20 ddI ti A ( • V4%14 ltit 4/:UN C:9•.t WJ4 J:? AU4C 8 ©'d rw.1rvAn - Y:fgitm Prod tic t Inc, ACCEPTANCE No.: 0l.- Oi21 Note: The physical properties listed above are presented as typical overage values ns determined by accepted ASTfvi test methods and are subject to normal nu ,iufncturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of ,his acceptanco. Refer to the Prepared Roof Tile Assembly for tire rating 3.2 Polyproe AI-1 f 60 hall solely be used with flat, low, & high the profiles. 3.3 Minimum underlayrnents shall be in compliance with cite Rooting Application Standard RAS 120. 3 .4 Root Tile manufactures acquiring acceptance fur the use of Polyproe AI-I160 roof cil` adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiritt, acceptance for two paddy placement with the use of Polypro0 AH 160 roadie adhesive with their tile assemblies shall test in accordance with PA 101 and with section :0,4 as modified herein. ITI MS 4, INSTALLATION 4.1 Polyprol' AH 160 may be used with any roof tile assembly having a current NOA that its uplift resistance values with the use of Polypro 'i Al -1160. 4.2 Poolypro€J AH 160 shall be applied in compliance with the Component Application suction and the corresponding, Placement Details noted herein The roof tilc assembly's adhesive attachment with the use of Polyproep Al shall provide sufficient attachment resistance, expressed as an uplift based system, to mecl or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polyproe AI-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Produces, Inc. Polyprog Ai Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfbam Products, Inc. Polytoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive;. The mix ratio between the ''A'' component and the "f3" component shall be maintained between 1.0 -1.15 (A) : 1.0 (D). The dispense timer shall be Set to deliver 0.0175 to 0.15 pounds per tile as determined ,.t crtlibratiot:, No other settings Shall be approved. 4.6 PolyproZ Al-I160 shall be applied with Foatnpro RTFI000 or Proi'ack8 30 & 100 dispensing equipment only. 4.7 Polyproffy A1.1160 shall not be cx; oscd perm:tnt.r►tly to sun[t V8t788SLS88 01 t'LCC9ESG C 3 rrtnk Zuloahla, !trim Product Control Examiner U U j* 00(I13dt3 dd SS : 91 C 0 ®8 20 ddO I1 .1. 4 • VU Lill 17 .11I rel. 3J9 4 11? P I foam Pr Inc. ACCEPTANCE No. : 0101 -0 4.9 Tiles must be adhered in freshly applied adhesive Tile must be set within 2 to 3 minutes after Palyproe A1-I1G0 has been dispensed 419 Polyproe AH160 placemcrt and minimum patty tvcijht shall be in accordance with the 'Placement Details' herein, Lac;l ,generic lilt: profile requires the specific placement rioted herein. Flat, Low Table 1: Adhesive l'lacclucnt For Each Generic "file Profile T'ilcl'rofilc Single Paddy W'cij;ht Two Paddy Weight Min. (groins) i per paddy Min. rams 1 fiylt Profiles Huh Profile (2 15ivee Barrel) Flat, Low, High Prerlcs Flat, Low, 144 Profiles 1 Detail r '.ILl rt:1A1 rA111t1_1 /. ?. 10%,. Ili 1'SV88GL;ec Al v['.t[.LS69S06 4 3$ 17/side on cap and 24 N/A NIA NIA 8 LABELING All Polyproe AHI6O containers shall comply wish the. Standard Conditions listed herein. 6. DC71LDINC Pl~Ct ?SIT REQUIREM 6.1 As required by the Building Qfticial or applicable Building Code in order to properly evaluate the installation or this system rrtnk Zulozg , (tRC Product Control Examiner &Jt13 AAII1:mm 8A SS :9I C007. 20 �ti • / 1 It 01/13.03 THU 17:10 FAX 854 574 1(1.12 FULIA-V.4j! Ylko1)trTS..0 C. jvtonrti Products, inc. 1 ** VIVID .nip' 1 1p001 4 W. all I':m v e•ptal11 NAP Ihro4 npllelleeaR lndartarant I I 11 10111, pave capral enk! Kee4ldhoive Ipplae. fa, yp tom atepAelra, had, 'ammo, TAeI (vs : 411we FaeSla SOMA t8PSS5LSOC 01 VLCC969SSC AD1TESZVE E'L,ACElti1ENT DETAIL 1 SINGLE PATTY ,ACCEPTANCE No_ : OJ Q521.02 P444IY MOM t�G) Sh!lI$ 3 Nn0 I4/0p711 platlla 4441441 Ee1a eewle U 1 edAedea apps! I IA ua Grn varytAOha 1 ) 418 1411 1 0411 3Onf%iv0I it irl11 1110 22 I0418a lntne4 In 1olJJC( will the p Ole 2} Vrn10,411 !POMP 410.0. .lfl 4tr 14 1 hi, Frain 114 l0e .dpe of cow' 431, TI4.4I..WI la. 160 p0aion eILe cre0.0 Vie, 1bv110 •4eene count It WA Coo Earn vom n4 el 11 ae( TI MI ptr1 '40 Matt eliEYl 0114 Ea.a awn nrtmr 114.4) N 614 CNA. plpvul 1 a e4 Nalp piltA 1pi11enp0m Bea 11144p14 p11iU, aainlnl F'r:sttk Zolosg3, RRC Product Contra! Examiner t@oos 0DQti ;dH dd 95:91 CO02. 20 8d0 .. M • u1:.I,J UJ in4 .A r ;,4u bo4 Jr* j u4.: PoI'•foalrn Pro4itts, InK. Ptall through ;lack cement rvLirvAl rtcumci71.1m.. euur ACCEPTANCE No.. 01- 0521.02 ADUIESIVE PLACEMENT DETAIL 2 SINC LE PATTY Nail Inrouph Dlad4 cement Llmie 1pmeel `\ Eas Caune 7 In: 90'd PStaBBS,' SOC 01 PLCC969SOC 6 NNIIhrcuRhplutltCem m ti .. todnfapmrnl \, hdd T>iel Fra.nk 2iiloaga, RItC Produce Control Examiner 0911Iidf 9S:9I 0002 20 ddh • • • V a t PQIYTfl ts LO'd t 01 t • ••• eV." 'II 11.••• • ••••,••••- i• •• • • •• N• • ACCEPTANCE No. : SLU-)521.02 A DI fESI vLAcemENT DETAIL 3 Dout3LE PATTY Nall through plaollc cement Single paddy 3 III under the tr3in, $1110 Paddy On (imam .410100 ..eeurse on lop of tile in, X7 in, niediurn Single i paddy Facia Ecorse only sn Daddy oars thteul pliStle Cement t etn.ir In. Single paddy underlaymont fire Course Hod througit plat;c cement UndertayMert x 31n, 41r,. Single Daddy on under. laytitont Nit (be(noion illo) Porky tundorIlle) 7 Single paddi under lile Single paddy be Noon IIi Eire Maitre fln,01n.friedlurn slat paddy et.e mourn only Fuck Frank Zulonert, RitC Product Control Examint.r. ••V •I•J•4 Single may under His Single paddy cows ar tPfr 2 In. I 7 fa mernum flu Daddy ;Ott count only Fascia Weephale `Eave closure Orip edge 0pau8a aA LS:ST C002 30 adU ** BO' 39bld 1101 ** • 4'f 1 Produ tS In . 1. Renewal of this Acceptance (approval) shall be considered after c, renewal application has beer; riled and the original submitted documents, including te ,1,pporting data. engineer,ng doeumcins, are no older than tight (t;) years. ?. Any and all approved proeUCts shall be perm:ea:fitly labeled with the mans cturer's mime, city, state.' and the following statement: "Miami -Dade Count} Product Control Approval ", or as specifically stated in the specific conditions or this Acceptance, 3 Rcnetvals of Acceptance wili not be considered if: a. "There has been a change in the South Florida Ouilding Code affecting the evaluation or this product and the product is not in compliance with the cods: chances. b, The product is no longer the same product (identical) as the one originally approved_ c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. O. The engineer who originally prepared, signed and Sealed the reou,red documentation Initially submitted, is no longer practicing the engineering profession 4. Any revision or change ;n the materials, use, anclior manufacture of the product or process shalt autoni itically be cause for termination of this Acceptance, unless prior written approval has been rqucsted (through the Filing of a revision application with appropriate fee) find granted by this office, a, Any of the following shall also bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b Misuse of this Acceptance as an endorsement of any product, for sales, advertising or arty other purposes. ti The Notice of Acceptance number preceded by tint words Mi;►rnt -Dade County, Florida, and fohowed by the exp at may be displayed in advertising literature. Tr any portion of the Notice or Acceptance is displayed, then it shall be done in its entirety. 7 rt copy of this Acceptance as well as approved drawings and other documents,'vhere it applies, shall be provided to the user by the manufacturer or its distributors alto shall bc available for inspection at the job site at all time, The engineer need not reseal the copies, 8, Failure to comply with any section of this Acceptance snail be cause for termination and removal of Acceptance, 9. This Notice of Acceptance eonsist.y orpa,ge 1 through S. 80'd 1 VLCC96SSOC END OF THIS ACCEPTANCE ACCEPTANCE : 1�l752t 0? 1ulorsa, itItC Product Control Examiner ,uuw ODIUNNE ad LS:9t CRAP Pf N.tH (Rev. 5/7/03) Address: Building Officials Approval: Miami Shores Village Building Department Certificate of Occupancy The following address is issued a Certificate of Occupancy 11300 MIAMI AVE. BARRY UNIVERSITY STUDENT UNION City Miami Shores State Florida 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2002 -1813 Date: 9/13/04 Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. r EAU _ JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L CRISSEY, President DEAN A. THOMAS, Executive Vice President JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, uguS Treasurer/Secretary 2004 Mr. Curtis Graig; Chief Building Official The Village of Miami Shores Elevator Final — copy is on record with the Village. Your help on this matter will be greatly appreciated. Respectfully, Milton Sandernlan Superintendent Beauchamp Construction Co. cc: Javier Isturiz, File IM■O - _- Regarding: Barry University Student Union Permit # 20021813 Contractor: Beauchamp Construction 247 Minorca Avenue, Coral Gables, Florida 33134 amm sae ammw Or•4 l UCTU ISI CO_ GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134-4405 305.445.0819 • FAX 305.447.0941 We are in the process of getting a separate permit to install awnings. Items to be completed within 30 days {length of TCO} are as follows: 1. Exterior guard rails must reject a 4" sphere at railings and 2" sphere at bottom. 2. Final Electrical, Mechanical and Plumbing Inspection. 3. Final Planning and Zoning Inspection. Mr. Graig: This letter is a request for an extension of the Temporary Certiiicate�upancy for 30 days {TCO for 30 days }.To allow public and business use. 0 '� 5 Mechanical, Electrical, Plumbing, and Sprinkler Inspections have been Finaled with the Village of Miami Shores. Final inspections results of Fire Alarm and Life Safety from Miami Dade County have also passed. 4\ vot (Rev. 11/26/03) Building Officials Approval: Miami Shores Village Building Department Temporary Certificate of Occupancy For Bookstore Room 106. Permit No. BP 2002 -1813 Date: 6/25/04 The following address is issued a Temporary Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756 -8972, Address 11300 Barry University Student Union City 1Vflami Shores State Florida Zip This Temporary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed unsafe and the public cannot occupy any portion thereof. (Rev. 11 /26/03) Building Officials Approval: Miami Shores Village Building Department Temporary Certificate of Occupancy For Stocking Rooms 110 Events. The following address is issued a Temporary Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2002 -1813 Date: 6/25/04 Address 11300 Barry University Student Union City Miami Shores State Florida Zip This Temorary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed unsafe and the public cannot occupy any portion thereof. JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L CRISSEY, President DEAN A. THOMAS, Executive Vice President JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer /Secretary June 16, 2004 Mr. Curtis Graig The Village of Miami Shores Milton Sanderman Superintendent Beauchamp Construction Co. cc: Javier Isturiz, File Regarding: Barry University Student Union Permit # 20021813 Contractor: Beauchamp Construction 247 Minorca Avenue, Coral Gables, Florida 33134 Miami Dade Fire Dept. Miami Shores Building Department {Ceiling Grid} 06/07/04 Miami Shores Electrical Department Miami Shores Electrical Low Voltage Miami Shores Mechanical Miami Shores Plumbing Mario Suarez & Associates {Threshold Engineer} Your help on s matter will b� greatly appreciated. Respectfully, i !7 GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305.445.0819 • FAX 305.447.0941 Mr. Graig: This letter is a request for a temporary stocking certificate, for above said project. Rooms 110 Events, 106 Bookstore and 123 Game room. The purpose and reasoning of this request is to assist the owner with the stocking of furniture scheduled for the office tower. Enclosed are the results of pertinent inspections for above mention areas. 125.01-105 9/98 Page `f ciSC— Oki ) 1/4 ) 0 -k s yt_DLi4----___ e. of Pages INSPECTOR PERMIT* 40 6J •-1 ADDRESS: A/E CONTRACTOR TYPE OF INSPECTION: x:21, , 7 , / — 3 /2_ �1oa 9 e COMMENTS: / t?r�lr$V- �Si°. PjrolrQoIZ- - G a_ ,6ii, -,00 %-4.0. ow k 'f- j A 0/7 , so. le Goa - p-d`G 11'a/>,il if, 4 A DATE:—, y al/ • TYPE OF INSPECTION: /3 - C "Llf.,56; eiP,e--- ,t/i/� COMMENTS:, �,/ " 5 4 ,' „ -0 APPROVED BY DATE: /.5e,y 40,e TYPE OF INSPECTION:�h __5 / ,n L 40 5 i " COMMENTS: ?J,» - A...4 APPROVED BY DATE: TYPE OF INSPECTION: 'j^ 0 y � a / COMMENTS: v ,a.. 4.. , � '�' (i !S APPROVED BY , DATE: j,zy,�,� «q TYPE OF INSPECTION: COMMENTS: APPROVED BY • DATE: TYPE OF INSPECTION: . . "_ COMMENTS: . APPROVED BY DATE: TYPE OF INSPECTION: COMMENTS: • APPROVED BY DATE: TYPE OF INSPECTION: COMMENTS: • APPROVED BY DATE: EXHIBIT 2 LOG OF APPROVED INSPECT! 0: 10IRECOFFISUBCOMMUNSPOWMINTER307 .SAM COMMENTS: APPROVED BY TYPE OF INSPECTION: COMMENTS: APPROVED BY TYPE OF INSPECTION: .. CMo , ` /IEN . APPROVED BY DATE: YP :TYPE CF INSPECTION: COMMENTS: AF PROVED BY EXHIBIT 2 LOG OF APPROV INSPECTIONS TG ;TYPE CF INSPECTION: COMMENTS: TYPE OF INSPECTION: 'COMMENTS: !APPROVED BY 0 ka IR FCC FFi SUBCCMMIINSPCWNVNTER 107 SAM J C) Ct ici DATE: DATE: DATE: !APPROVED BY DATE: DATE: E: PERMIT # 7 6,105- ADDRESS: NE CONTRACTOR TYPE OF INSPECTION: *,4 , ,04/a. � � 3 — e',2,9 te ,z 1 / tom COMMENTS: APPROVED BY / DATE: G TYPE OF INSPECTION: " '.- G -- 't .,7� 7� ,, T er.o` S ' MMENT` � - -- ` 6P - � � ,,,------P----, -` -- S APPROVED BY X DATE: - TYPE OF INSPECTION: ' COMMENTS: APPROVED BY TYPE OF INSPECTION: COMMENTS: APPROVED BY TYPE OF INSPECTION: .. CMo , ` /IEN . APPROVED BY DATE: YP :TYPE CF INSPECTION: COMMENTS: AF PROVED BY EXHIBIT 2 LOG OF APPROV INSPECTIONS TG ;TYPE CF INSPECTION: COMMENTS: TYPE OF INSPECTION: 'COMMENTS: !APPROVED BY 0 ka IR FCC FFi SUBCCMMIINSPCWNVNTER 107 SAM J C) Ct ici DATE: DATE: DATE: !APPROVED BY DATE: DATE: E: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Pe Insp' Permit No. fn ! j Name Address 1 , Company �, ,5'�/"` Phone # S O� C — Qd y 1 3 Inspection Date S/) J o t t7 t 3 aC / Q4(/Q Approved 910 L t ,) t� Correction ❑ Re -Insp' n Fee ❑ 0y 6,109,741 Inspection Date: 2/9/2004 Inspection-Number: INSP2004-569 Inspection Type: Plumbing Required Steps: Comments: 1ST FLOOR WATER TEST Inspection Date: 2/9 /2004 Inspection Number: INSP2004-570 Inspection Type: Plumbing Required Steps: Comments: 2ND FLOOR WATER TEST Inspection Date: 2/9 /2004 Inspection Number: INSP2004 -571 Inspection Type: Plumbing Required Steps: Comments: 3RD FLOOR WATER TEST Inspection Date: 4/14/2004 Inspection Number: INSP2004 -1520 Inspection Type: Plumbing Inspector: Jim Leverock Status: CANCELLED Passed? [aJ Inspector Jim Leverock Status: APPROVED Passed? [J1 Inspector: Jim Leverock Status: APPROVED Passed? Q Inspection Date: 2/9 /2004 Inspector: Jim Leverock Inspection Number: INSP2004 -572 Status: APPROVED Inspection Type: Plumbing Passed? [JJ Required Steps: Comments: FIRE LINE Inspection Date: 2/11 /2004 Inspector: Jim Leverock Inspection Number: INSP2004 -598 Status: APPROVED Inspection Type: Plumbing Passed? J?J Required Steps: Comments: WATER PIPE - 3RD FLOOR Inspection Date: 2/10 /2004 Inspector: Jim Leverock Inspection Number: INSP2004 -602 Status: APPROVED Inspection Type: Plumbing Passed? Required Steps: Comments: WATER PIPE Inspection Date: 2/27/2004 Inspector: Jim Leverock Inspection Number: INSP2004 -866 Status: APPROVED Inspection Type: Plumbing Passed? Q Required Steps: Comments: FIRE LINE Inspection Date: 3/12/2004 Inspector: Jim Leverock Inspection Number: INSP2004 -1140 Status: APPROVED Inspection Type: Plumbing Passed? Required Steps: Comments: PARTIAL FINAL ON ISOLATION VALVE Inspector: Jim Leverock Status: APPROVED Passed? El Required Steps: Comments: STORM DRAINS SOUTH END Inspection Date: 4/22/2004 Inspection Number: INSP2004 -1619 Inspection Type: Plumbing Required Steps: Comments: FINAL TOP OUT IN KITCHEN Inspector: Jim Leverock Status: APPROVED Passed? 2 Inspection Date: 6/3/2004 Inspector: Jim Leverock Inspection Number: INSP2004 -2307 Status: APPROVED Inspection Type: Plumbing Passed? Q Required Steps: Comments: STORM DRAINS OVIAS M.A. SUAREZ ASSOCIATES, INC. June 8, 2004 Village of Miami Shores Building Department 10050 NE 2° Avenue Miami, Fl. 33138 RE: Barry University Student Union 11300 N. Miami Ave. Miami Shores, Fl. 33161 MAS No. 0038 Permit # BP 2002 -1813 Dear Building Official: 2990 S.W. 35 Avenue Miami, Florida 33133 Telephone (305) 443 -0691 Fax (305) 443 -0442 E -mail masuarez @compuserve.com I Mario A. Suarez, P.E. , having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approve permit plans represents the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the South Florida Building Code and is being submitted to the Village of Miami Shores Building Department at the time of the final inspection for the above referenced - structure. Should you have any questions or need any additional information please do not hesitate to contact me . S incerely, M.A. SUAREZ & ASSOCIATES, INC. (Rev. 11/26/03) Building Officials Approval: Miami Shores Village Building Department The following address is issued a Temporary Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2002 -1813 Date: 6/25/04 Temporary Certificate of Occupancy For Stocking Rooms 110 Events, , This is for the above rooms only. Address 11300 Barry University Student Union City Miami Shores State Florida Zip This Temorary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed unsafe and the public cannot occupy any portion thereof. EXHIBIT 2 LOG OF APPROVED IN TO COMPLY WITH SFBC 07� 2 0:101REC OFF ISUBCOMMUNSPONMtlNTER307. SAM PERMIT # ADDRESS: A/E CONTRACTOR TYPE OF INSPECTIONA o ./ / ' L P4 ./~4 COMMENTS: .v? ,& ,1 , .r- 2 ZAONO L' 412 j7 APPROVED BY DATE: ,AR.A2.- . TYPE OF INSPECTION: -• f� / y ! ,.v P/ AP7- COMMENTS: ,/ 9 - .. / ,-"�%� APPROVED BY DATE: �?/ TYPE OF INSPECTION: , _ / . g �A� 4 1G 40 dam - COMMENTS: APPROVED BY DATE: OF INSPECTION: �'''' COMMENTS: / • APPROVED BY / e � DATE: TYPE OF INSPEC ON: " COMMENTS: APPROVED BY /7,9 �, •!‘alw, ' DATE: 1/4,/ 3 TYPE OF INSPECTI • N: /iv "1� , 1 z � �� `�� COMMENTS: � .� � ��y 1� Z 1 /- , ..� .�... �, y- - j .% /' APPROVED BY /� = J DATE:. 2 d � r > TYPE OF INSPECTION: , /i , )mod .+/z / / COMMENTS: ' ma si ' - ° C� APPROVED BY %i DATE: .44 4Y 11111 TYPE OF INSPECTION: COMMENTS: J' l APPROVED BY .. DATE: EXHIBIT 2 LOG OF APPROVED IN TO COMPLY WITH SFBC 07� 2 0:101REC OFF ISUBCOMMUNSPONMtlNTER307. SAM B EAU CONS TRUCTION GO_ GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305.445.0819 • FAX 305.447.0941 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L CRISSEY, President DEAN A. THOMAS, Executive Vice President JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer /Secretary July 23, 2004 Mr. Curtis Graig; Chief Building Official The Village of Miami Shores Regarding: Barry University Student Union Permit # 20021813 Contractor: Beauchamp Construction 247 Minorca Avenue, Coral Gables, Florida 33134 Mr. Graig: This letter is a request for a Temporary Certificate of Occupancy {TCO }. Excluding kitchen areas, for above said project. The purpose and reasoning of this TCO is to stock offices and conduct owner business excluding use of kitchen areas. Mechanical, Electrical, Plumbing, and Sprinkler Finals will be concurrent with the Village of Miami Shores Final and Zoning. Enclosed are preliminary Final results for Fire Alarm, Life Safety from Miami Dade County. Elevator Finals — copy enclosed. Fire Sprinkler Final is pending 07/23/04 {today }. Your help on this matter 11 be greatly appreciated. Respectfully, Milton Sanderman Superintendent Beauchamp Construction Co. cc: Javier Isturiz, File - s BE ® = = �_ ,.o .� ® - ,■■■2 ®Ma=1 s ON ST RUCTON • CO_ GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305.445.0819 • FAX 305.447.0941 . JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L. CRI$SEY, President DEAN A. THOMAS, Executive Vice President i ' JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer /Secretary August 3, 2004 . Captain McAloon Fire Rescue Department Metropolitan. Dade County, Florida 6000 SW 87 Avenue Miami, Florida 33173 -1698 RE: Temporary Certificate of Occupancy Barry University — ptudent Union 11300 N. Miami Avenue Miami .Shores, FL 33161 F.D. Application #: 01326 -00967 Dear Captain McAloon: We are requesting a Temporary CertificatQ of Occupancy in lieu of a Certificate of Occupancy on the above property. The piifmanent Certificate of Occupancy will be applied for in early September 2004 (30 d "' ".$), w hen the Kitchen Hoods and Fire suppression system are completed and tested. Lt. James C. Arias has performed the TCO inspection and has reflected this outs anding requirement on his last inspection dated July 31, 2004. Beauchamp Construction Company acknowledges that all means of egress shall be kept clean and accessible and all life safety systems will be maintained and operational at all times. Beauchamp Construction Compan'" indemnify and hold the Miami -Dade Fire Department harmless from all suits, action* or claims of any character, resulting from injuries or damages received or sustained y any persons or to the property as .a result of, in connection with, and pursuant to the iss ...- nce of a Temporary Certificate of Occupancy. Very tr ly your Javier J Project anager CAIarry UniveradylStudent UnlonnCorreepandanceVTemporary certificate of occopancydoc inj4 I1 i • Yis 44 zfe OCCUPANT r * QJ3pC /Li (ex,t1. clu (---/6:4 f MIAMI -DADE FIRE RESCUE DEPAi FIRE INSPECTION REPORT CONTINUATION ADDRESS ailethe $ DATE.., . / g / - ° V Al d i i A, .?'rc r o/ ' S 6 0 la i ( l r) Pf)D.p-• MCA S7/41A, -)e-Z' Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date ` 77- n Type Insp'n 1- 7 0 / J Name 1,-A-A,...AA ,A ti,: Address (-) "IA 4 -6 Company Cd". Phone # Inspection Date I 1 4 / \1 f‘&54 '0 V A 6)( Cz. z:".. V70 ) 73 OCCUPANT • fruwt, -rat— sem ,.,JJ MIAMI-DADE FIRE RESCUE DEPARTMENT FIRE INSPECTION REPORT CONTINUATION ADDRESS DA 0 (.1 0/11 40( 0.0 TO: Building Contractor FROM: Inspector .. kc„, Comments: Fire Engineering Bureau Inspector Signature 1-77 OS/ MEMORANDUM All inspections have been performed and completed by the Miami -Dade Fire Rescue, Fire Prevention Division Inspections. Take this form to Miami Dade Fire Engineering located at 11805 SW 26 Street, Miami, Florida, 33175 to pay all outstanding fees. When all outstanding fees have been paid and the inspection is approved the Officer in Charge of Fire Engineering Bureau will sign Permit Card and release hold from the Building & Zoning Screen. 0d337- 4 l DATE: 7/0/.// cio SUBJECT: Inspection Completion m r H4 o /QEJ -P I7 pit/ Miami Dade Fire Department Inspections Phone 786 -331 -4798 Fax 786 -331 -4801 Miami Dade Fire Department Plans Review Phone 786 -315 -2771 Fax 786- 315 -2922 Permit No. BP 2002 -1813 Date: 7/30/04 Page 1 of 2 Miami Shores Village Building Department Temporary Certificate Of Occupancy -Both Kitchen Areas Are Not To Be Occupied The following address is issued a Temporary Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Address 11300 Barry University Student Union City Miami Shores State Florida Zip This Temporary Certificate of Occupancy is issued for the above address and is good for thirty (30) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within thirty (30) days before this certificate expires. 1. H/C shower curb must be no higher than Vz" 2. Exterior guard rails must reject a 4" sphere at railings and 2" at bottom. 3. Need termite treatment, final survey, elevation certificate (Rev. 11/26/03) Page 2 of 2 4. Need final electric, mechanical, plumbing, elevator and fire inspections. 5. Need final P &Z inspection. 6. Need verification from contractor that that mirrored glass installed is tempered. 7. Remove debris from roof top. 8. Need a slab installed at end of exterior stairwell by bookstore. 9. Need letter of completion from threshold inspector. If a complete Certificate of Occupancy is obtained within thirty (30) days the building is presumed unsafe and the public cannot occupy any portion thereof. Building Officials Approval: ■ ® - - ® 0 - - - ® 0 ® -- 0.I 01E. MIN - - - - JIMII00 - - - - - - - ® - n - - C Oi 11 lr UC"T8 C O_ GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305.445.0819 • FAX 305.447.0941 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L CRISSEY, President DEAN A. THOMAS, Executive Vice President JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Tre sur Mr. Curtis Graig; Chief Building Official The Village of Miami Shores Regarding: Barry University Student Union Permit # 20021813 Contractor: Beauchamp Construction 247 Minorca Avenue, Coral Gables, Florida 33134 Mr. Graig: This letter is a request for a Temporary Certificate of Occupancy {TCO }.To allow public and business use. Excluding the two kitchen areas, for above said project. Mechanical, Electrical, Plumbing, and Sprinkler Inspections have been Finaled with the Village of Miami Shores. Final inspections results of Fire Alarm and Life Safety from Miami Dade County have also passed. We are in the process of getting a separate permit to install awnings. Elevator Final — copy is on record with the Village. Items to be completed within 30 days {length of TCO} are as follows: 1. Shower stall curb must be no more than 1 /2 inch. 2. Exterior guard rails must reject a 4" sphere at railings and 2" sphere at bottom. 3. Need termite treatment, Final Survey Elevation Certificate. 4. Final Electrical, Mechanical, Plumbing and Fire Inspection. 5. Final Planning and Zoning Inspection. 6. Verification of tempered mirrored glass. 7. Clean debris from roof. 8. Need slab at end of exterior stairwell by bookstore. 9. Letter of completion approval from Threshold Inspector. Your help on this matter will - greatly appreciated. Respectfully, Milton Sanderman Superintendent Beauchamp Construction Co. cc: Javier Isturiz, File A -MAJOR VIOLATIONS B -MINOR VIOLATIONS 0 1S ® ® 00 013 f 00 (DO ® 0 (JO Op CIO 0 � Q CIO 0-0 (J0 CIO �0 @1 00 00 0C1 flirt - N. Ec" tO)6 katitasq,... zev,--, riiiaosJE)G0F8F---A9G/D I - Phone s. .II fA ms 1, f olli 4 .0 ill Cf€3 E CaD , kii-..1 0 SUPERVISOR OF CONSTRUCTION I certify that as the elevator company supervisor, 1 directly supervised the construction or Installatt of this elevator. Signature C 4e°°.— Print Name .ti t d Phone s. .II fA ms 1, f OEI# COC 156 it Or see attached elevator Installation affidavit, 0 ELEVATOR INSPECTOR CALLBACK 1 certify the Violations cited on the previous inspection report have been corrected. Signature Print Name Phone QE1# ELEVATOR INSPECTOR I certify that I have personalty performed or witnessed: L Routine inspection 0 by ASME A1171 prescribed ., inspection of new or altered aA172 recommended by the mg �Pt>at Name 4,1 la , o/( /dr/G< S Phone f y" "' ' ' j 8 1 OEI# d'7= 2 2, de 2...r. ti Installation meets or exceeds minimum standards of Chapter 399, Florida Statutes, and Chapter 30 of the Florida Building Code adopted by Rule 9B- 3.047, Florida Administrative Code. lJ INSPECTION DATE y 0 00uT8 • 0 0 OE 0 • ? 0-8 • 0 CERTIFIED ELEVATOR INSPECTOR (C94 a z DO NOT WRITE BELOW THIS LINE TYPE OF INSPECTION O 1 - Inspection 0 3 - Callback ta3P HMOWN • 5 - Complaint O 7 - Monitoring a 2 - initial O 4 - Construction O 6 - Alteration O 8 - TOP (Temporary Operating Permit) O 9- Accident NOTICE TO ELEVATOR OWNE Successfully passing an Initial inspection authorizes use of a copy of this form as a temporary certificate of operation until receipt of the original certificate of operation issued by the Department of Business and Professional Regulation or for a maximurhi of sixty (60) days, whichever occurs first. / State of Florida a DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Division of Hotels and Restaurants Bureau of Elevator Safety Northwood Centre, 1940 North Monroe Street, Tallahassee, FL 32399 -1013 Phone: 850- 488 -9097 www.hospitalityeducatlon.org Fax: 850 -922 -6208 ELEVATOR INSPECTION REPORT SEE REVERSE SI yE FOR DEFINITIONS OF VIOLATIONS TEMPORARY OPERATION PERMIT NUMBER PERMIT FEE AMOUNT COLLECTED Building Name r ,fj f 4 /2 ye e BuIIding Address - el y( � C�,'� �+ r ^ Zip Code // /1/ • / f . / * /.• I� 7 gy DEFINITIONS QEI - Qualified Elevator Inspector COC- Certificate of Competency NOTICE TO CERTIFIED ELEVATOR INSPECTOR Completed inspection report must be returned to the Bureau of Elevator Safety within five (5) working days of inspection. PERSON RECEIVING THIS REPORT A. G IN MACHINE ROOM IN HOISTWAY IN PIT IN/ON CAB ESCALATORS COMMENTS Al /14 74t r rtAt c .x ,µ t Otis A United Technologies Company OTIS ELEVATOR COMPANY Ladies and/or Gentlemen: We have examined the Elevator furnished and completed by you in 34 tg IJN4 c +"rr / Building in this city. The elevator appears to be satisfactory and in accord ce with your contract and we hereby accept it. Note: Elevator Cab (enclosure) and Hoistway Entrances have been thoroughly inspected and found satisfactory. Yo truly, Sales No. y 7? 7 1 Form 426 (REV 3/99) FINAL ACCEPTANCE City A4 1 Date -13101 KSIGNED: B y (company) vkA.. Contract with (Signature and . e of person accepting) B e,� U G $4 P COO/ 57' Ca 2 P )(By f ' Q. )1t) SAS? (Printed tuune of person accepdng) KEY ACKNOWLEDGMENT The following keys, necessary for the proper operation of the above named elevator, have been turned over to me along with complete instructions on the operations of the elevator. QU ANTITY �V 1!A Emergency Side Exit Keys UTA Keys UTF Keys UTB Keys 449ighh.S 1U 1r1€e 3 .Ean,Szitaiegia OTIS SERVICE EQUIPMENT Any counters, meters, tools, remote monitoring devices, or communication devices which we may use or install under this Contract remain our property, solely for the use of Otis employees. Such service equipment is not considered a part of the Units. You grant us the right to store or install such service equipment in your building and to electrically connect it to the Units. You will restrict access to the service equipment to authorized Otis personnel. You agree to keep the software resident in the service equipment in confidence as a trade secret for Otis. You will not permit others to use, access, examine, copy, disclose or disassemble the service equipment or the software resident in the service equipment for any purpose whatsoever. If the service is terminated for any reason, we will be given access to your premises to remove the equipment, including the resident software, at our expense. CUSTOMER - PLEASE NOTE THE FOLLOWING: PeA ,u c r., The New Installation Service (N.I.S.# ) will begin immediately and will continue for months. P& c. 'r'mer The warranty period will begin immediately and will continue for months. Should any problem develop in the operation of this elevator, please call Otis Elevator Company at 1- 800- 233 -6847 (Operator will request the name and address of the building, and the elevator number — should there be more than one elevator in the building.) UANTITY Lobby Panel Keys Emergency Door Key (Under Glass) Utility Cabinet Keys Hoistway Unlocking Device (w/ Brochure) air O.M.M.S Manuals c „2 - UT's iOt)/s rOP 5' I I alt A -MAJOR VIO ONS B -MINOR VIOLATIONS VAIVIDIVIO c)LELJ cs.3 cp ao 0 -® ft .. t 0 0 -o CI a 13 0 0 ©0. ® 0 0 0 ® 0 00 00 0 0 0 0 00 0a 00 00 0 0 0 0 SERI . NUMB . " VAIVIDIVIO c)LELJ cs.3 cp ao H t. 103 KOR Lill CR.) (14.Y.i (6 'Ai 01) ti:•:D 0 CaD Q ELEVATOR INSPECTOR CALLBACK 1 ccrtlly the violations cited on the previous inspection re . • have been corrected. _ t 1 j SUPERVISOR OF CONSTRUCTION I certify that as the elevator company supervisor, 1 directly supervised the construction or in of this elevator. Signature A " �., Print Name 1 1 Ili f Phone 3�/ t r bb -rl � QEI# Coc# /s `f Or eee attached elevator installation affidavit.. Q ELEVATOR INSPECTOR CALLBACK 1 ccrtlly the violations cited on the previous inspection re . • have been corrected. Signaturee i 1 t Print Name Phone QEI# CI 0 • 0 • 0 0 INSPECTION DATE 8 CERTIFIED ELEVATOR INSPECTOR I) # / / 0 D Z IL t":" TYPE OF INSPECTION O 1 - Inspection Q 3- Callback Q 5 - Complaint Q 7 - Monitoring 13)2 :Initial �] 4 = .:"Construction Q 6 - Alteration -11' Q 8- TOP (Temporary Operating Permit) Q 9 - Accident G Q NOTICE TO ELEVATOR OWNE State of Florida DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Division of Hotels and Restaurants * Bureau of Elevator Safety Northwood Centre, 1940 North Monroe Street, Tallahassee, FL 32399 -1013 Phone: 850- 488 -9097 www.hospitalityeducation.org Fax: 850- 922 -6208 ELEVATOR INSPECTION REPORT Successfully passing an initial inspection authorizes use of a copy of this form as a temporary certificate of operation until receipt of the original certificate of operation issued by the Department of Business and Professional Regulation or for a maximum of sixty (60) days, whlchever occurs first. TEMPORARY OPERATION PERMIT NUMBER PERMIT FEE AMOUNT COLLECTED DEFINITIONS QEI - Qualified Elevator Inspector COO- Certificate of Competency NOT9CE TO CERTIFIED ELEVATOR INSPECTOR Completed inspection report must be returned to the Bureau of Elevator Safety within five (6) working days of inspection. IN MACHINE ROOM PERSON RECEIVING THIS REPORT EE REVERS ' SID IN/ON'CAB ESCALATORS COMMENTS IN HOISTWAY IN PIT 4 ' 1 2.. 2. l / (3 q fi M ELEVATOR INSPECTOR I certify that I have personally performed or witnessed: O Routine inspection • Periodic tests as prescribed by ASME A17.1 Phone 4' pl r j - QEId o 2 tance Inspection of on as recomme A172 II spect 7 Installation meets or exceeds minimum standards of Chapter 399, Florida Statutes, and Chapter 30 of tht Florida Building Code adopted by Rule 9B- 3.047,, Florida Administrative Code. OTIS ELEVATOR COMPANY Ladiesand /or Gentlemen: We have examined the Elevator furnished and completed by you in 5 ttA I( S -Jy Building in this city. The elevator appears to be satisfactory and in accord a with your contrgt and we hereby accept it. Note: Elevator Cab (enclosure) and Hoistway Entrances have been thoroughly inspected and fo d satisfactory. Yours truly, Otis 0 A United Technologies Company Sales No. 869 _f i. Emergency Side Exit Keys UTA Keys - P.qi, 41w4cl __, UTF Ke . A':R4MAu aeu A UTB Keys - /,yd 6 I.igSvwitehhKeys fen-Switcir FINAL ACCEPTANCE City /22i4/Y) Date V / /5/ 1( By J4 43/4 ( a ) erg) (Si and tide Contract with SA ' i €At ) Ci't�6M ' �Mu C 1 By 1 L - M N.6 (Printed name of person acceptina) QUANTITY KEY ACKNOWLEDGMENT The following keys, necessary for the proper operation of the above named elevator, have been turned over to me along with complete instructions on the operations of the elevator. QUANTITY 4v Lobby Panel Keys Emergency Door Key (Under Glass) Utility Cabinet Keys Hoistway Unlocking Device (w/ Brochure) O.M.M.S Manuals OTIS SERVICE EQUIPMENT 1 - gCy U&1otk awe My Any counters, meters, tools, remote monitoring devices, or communication devices which we may use or install under this Contract remain our property, solely for the use of Otis employees. Such service equipment is not considered a part of the Units. You grant us the right to store or install such service equipment in your building and to electrically connect it to the Units. You will restrict access to the service equipment to authorized Otis personnel. You agree to keep the software resident in the service equipment in confidence as a trade secret for Otis. You will not pennit others to use, access, examine, copy, disclose or disassemble the service equipment or the software resident in the service equipment for any purpose whatsoever. If the service is terminated for any reason, we will be given access to your premises to remove the equipment, including the resident software, at our expense. CUSTOMER - PLEASE NOTE THE FOLLOWING: pce caa(ae/ The New Installation Service (N.I.S.# ) will begin immediately and will continue for months. }old. Ceamd The warranty period will begin immediately and will continue for months. Should any problem develop in the operation of this elevator, please call Otis Elevator Company at 1 - 800 7 233 6847. (Ope • r will � the name and address of the building, and the elevator number — should there be more than one elevator Form 426 (REV 3/943 Q LA i°i (Rev. 5/7/03) Miami Shores Village Building Department Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2002 -1813 Date: 9/13/04 The following address is issued a Certificate of Occupancy Address: 11300 MIAMI AVE. BARRY UNIVERSITY STUDENT UNION City Miami Shores State Florida Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Apprl: GPI c 1c IG . SEp 1. 5 PAID PERMIT* ADDRESS: A/E CONTRACTOR TYPE OF INSPECTIONW,MA 02 9 G,ef,20 COMMENTS: 1,7, A o iAIP.‘6' ‘/& OW/Ze Jl se APPROVED BY / DATE: • TYPE OF INSPECTION: /�'m_ t 9t9,6ozel 6'z/ ,�,G� :1 Y COMMENTS: APPROVED BY 7 DATE: /Z/ TYPE OF 1 NSPECTION: ,,j64 Z 71:27''' COMMENTS: %e-. APPROVED BY ) DATE. � 1 5 TYPE OF INS CTION: ' /, .. J/a0 - /fc e'6. COMMENTS: , a� APPROVED BY ; f �1 DATE: 570/A9, TYPE OF INSPECTION":" ;, 4 , , ,, ' ,,l COMMENTS: ,-- oL. eLze1 ja. P / Gv L�-- / " APPROVED BY // DATE: �` TYPE OF INSPECT 0 : c 4- //MX --'0 6 i.' if-- COMMENTS ?,/ .f.[_�_7/` / //.+' - • !' , .r APPROVED BY , •/ / DATE: TYPE OF INSPECTION: z/f G 4 41 / � y -2,,t' fG COMMENTS: 7' p /q' APPROVED BY . DATE: TYPE OF INSPEC ION: COMMENTS: APPROVED BY DATE: EXHIBIT 2 LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 0 :\ DIRECOFF \SUBCOMMIINSPOWNIINTER307. SAM Pp /613 [EC[EOVED in 3 0 .003 June 6, 2003 JOB NAME: 11300 NE 2ND AVENUE MIAMI SHORES, FL JOB #: AFC 03 -0201 BY: V.B. CHECKED BY: As F DESIGN CRITERIA: * As per the Florida Building Code 2001 Edition * Wind Toads as per ASCE 7 -98 using corresponding Toads. * Mean Roof Height = 40' 6" Flat PREPARED BY AL- FAROOQ CORPORATION 1235 S. W. 87TH AVE MIAMI, FL 33174 PH: (305) 264 -8100 FAX: (305) 262 -6978 RP'ERPARTNERS INC. ( h woman SING &� \A, Noa Cnoranoi =tusk (= r PIOT 'p , ATE: : , ro.: tA items mia atom so coma Doc, BARRY UNIVERSITY STUDENT II IC 00, +' °11"` WAN) GLY frilOWEinsit COMAE Warr IW yam De IOS k COMVO DOCVANTS AMY AC710M WAG amtW CO l .?f 11$ ReSPONSS maw tomes, stri Goy t�D BY SC DiriesSeqed*O4 ilvIL Se 00~17 CCOT el Ile KS WE l LMWif mlif cf p Krw. Met � PRODUCTS INCLUDE: * Model 35h (MS) Out -swing Aluminum Storefront Doors with Transom & Panic Exit — Impact by YKK, NOA # 02- 0221.07 * Series 2046 Aluminum Window Wall System — Large Missile Impact Resistant By Glass Tech, NOA # 02- 0328.01 * Series YHS -50 Fixed Impact Resistant Windows By YKK, NOA # 00- 0315.02 NOTES: 1) Any deviation from conditions shown on calculations or shop drawing to be engineered separately. 2) AI- Farooq Corporation will not provide . a letter of compliance or inspection report unless called during installation. 3) Shop drawings checked for structural requirements only. Wind SW (mph) 146 Importance Factor 1.15 Exposure Category C Mean Roof Height (h] (ft) 40.5' Height Above Gnd. Level (zj (ft) 40.50 Horizontal Dimen. of Bldg. (ft) 100.00 Roof Slope (deg.) < 10 Type of Building With Impact Protection Coefficient Kz 1.05 Coefficient Kd 1.00 Velocity Pressure Evaluated @h fghJ (lb /ft ^2) 65.89 BARRY UNIV SENT UNION 11300 NE 2ND AVE MIAMI SHORES, FL Coefficient Kh 1.05 GLASS TECH Coefficient Kzt 1.00 Velocity Pressure Evaluated @z (qz4 (Ib/ft ^2) 65.89 Mark Comp Type Component Size W (in) H (in) S (in) A ftA2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Neq Design Wind Pressures (Ib/ft "2) Z4+ Z4- Z5+ Z5- In Zone W4 Fixed W1 Mullion W2 Mullion W8 Mullion 101A Door 100A -E Steel Tube 100G Mullion 100G Mullion 47.40 44.40 42.70 37.50 77.00 32.60 25.00 95.10 94.80 107.50 85.50 96.00 106.80 106.80 10.00 31.30 29.23 31.88 22.27 51.33 24.18 18.54 0.90 0.82 0.83 0.82 0.84 0.79 0.84 0.86 0.90 0.82 0.83 0.82 0.84 0.79 0.84 0.86 -0.99 -0.91 -0.92 -0.91 -0.93 -0.88 -0.93 -0.95 0.18 0. 0.18 0.18 0.18 0.18 0.18 0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 7,1.2 66.0 66.3 65.9 67.5 63.7 67.1 68.4 -77.1 -71.9 -72.2 -71.8 -73.5 -69.7 -73.1 -74.3 71.2 66.0 66.3 65.9 67.5 63.7 67.1 68.4 -94.9 -84.5 45.1 -84.3 -87.6 -80.0 -86.9 49.3 Z5 Z5 Z4 Z5 Z5 Z4 Z5 Z5 ASCE 7 -98 WIND tOA ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305- 264-8100 Engineers Seal Engineers Name And Signature Design Date 6/11/2003 1:49:23 PM Design Reference Number • • APPROVAL TYPE: N.O.A. # DLO WIDTH: DLO HEIGHT: DESIGN PRESSURE RATING: PROJECT OPENING #: DLO WIDTH: DLO HEIGHT: TRIBUTARY AREA: DESIGN PRESSURE: GLASS TYPE: C:1AffarooglMy DoeumentslGlassTech1BarryUnivStudentUnIon Al- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION SERIES 2046 ALUMINUM WINDOW WALL SYSTEM - LARGE MISSILE IMPACT RESISTANT BY GLASS TECH 02- 0328.01 24" 78" +100.0 PSF, -100.0 PSF (SHEET 3) MARK W4 (DWG SHEET 8 OF 23) 30.8" < NOA SIZE (24 ") OK// 30.8" < NOA SIZE (78 ") OK// (30.8" X 30.8 ") / 144 510 FT CASE, CONSERVATIVE) +71.2 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// -94.9 PSF (SEE SHEET I) < DESIGN PRESSURE RATING OK// 0.550" OVERALL GLASS LAMINATED BY GLASSTECH COMPOSED OF 1/4" H.S. GLASS + 0.100 INNER LAYER FILM UVEKOL'S + 1/4" H.S. GLASS (LARGE MISSILE IMPACT) CAPACITY = 100.0 PSF > 94.9 PSF OK// (SEE SHEET 1) NOTE: ALL OTHER STOREFRONT OPENINGS UNLESS NOTED HEREIN ARE OK BY INSPECTION ARCF1 PK W4 (9) • NORTH ELEV. GROH ; FLOOR April 16, 2003 BY: V.B. a • o 24 . 30' 3e 42' 4e 64' 24 30' 36' 42' 46' 34' 1/4 ANN. 01ASS .060 POLYESTER LAYER .010 PET MI .000 POLYESTER L0E1 1/4• ANN. CLASS D.L.O. 24' 30' 36' 42' 46' 04' OD' 24' 30' 36 42' 46' 64' 24' 30' 3e 42' 4e 54' 24' 30' 36' 42' 411' 24' 30' 36' 42' 4e 24' 30' 3e 42' 010. 1.1000 EXT.( +) t Nf.( - 010. mom 24' 30' 3e 42' 46' 64' 60 ee' 72' 24' 30' 3■' 42' 4e s4' 60' 66' 24' 30' 36' 42 46' 017.( +) & Mj -) 1/4' NM. CUSS 1/4' RRFA? STR. CLASS 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100A 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 • APPROVAL TYPE: N.O.A. # MULLION SPACING: MULLION HEIGHT: DESIGN PRESSURE RATING: +100.0 PSF, -100.0 PSF (SHEET 7) PROJECT OPENING #: MARK W1 (DWG SHEET 7 OF 23) PROJECT SPACING: 47.4" < NOA SIZE (48 ") OK// PROJECT HEIGHT: 95.1" < NOA SIZE (96 ") OK// TRIBUTARY AREA: (47.4" X 95.1") / 144 = 31.3 FT io DESIGN PRESSURE: ANCHORS: 8' 94 ' FAJ. A1- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION SERIES 2046 ALUMINUM WINDOW WALL SYSTEM - LARGE MISSILE IMPACT RESISTANT BY GLASS TECH 02 -0328.01 48" 96" +66.0 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// - 84.5. PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// OPTION #2 'A" TAPCONS THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED. INTO CONC. OR MASONRY (3) ANCHORS @ EACH SIDE OF MULLION HEAD, JAMB & SILL TO BE 6" FROM ENDS AND 16" O.C. CAPACITY = 100.0 PSF > 84.5 PSF OK// (SEE SHEET 7) OPTION #3 @ DETAIL 4 ONLY ''A" SMS, 6" FROM ENDS AND 16" O.C. W/ 11/2" EMBED. INTO CONCRETE (2) ANCHORS @ EACH SIDE OF MULLION CAPACITY = 100.0 PSF > 84.5 PSF OK// (SEE SHEET 7) April 16, 2003 BY: V.B. 7 2003 y • APPROVAL TYPE: N.O.A. # MULLION SPACING: MULLION HEIGHT: DESIGN PRESSURE RATING: +94.4 PSF, -94.4 PSF (SHEET 7) PROJECT OPENING #: MARK W2 (DWG SHEET 8 OF 23) PROJECT SPACING: 53.1" < NOA SIZE (54 ") OK// PROJECT HEIGHT: 94.8" < NOA SIZE (96 ") OK// TRIBUTARY AREA: (53.1" X 94.8 ") / 144 = 34.96 FT 410 DESIGN PRESSURE: +663 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// 7 j.,PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// ANCHORS: ■/0 STEM. REAL GIAWIEL - W2 (8) REQ'D. MA E£ 0& r Al- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION 5 02- 0328.01 54" 96" April 16, 2003 BY: V.B. SERIES 2046 ALUMINUM WINDOW WALL SYSTEM - LARGE MISSILE IMPACT RESISTANT BY GLASS TECH OPTION #2 ''A" TAPCONS THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED. INTO CONC. OR MASONRY (3) ANCHORS @ EACH SIDE OF MULLION HEAD, JAMB & SILL TO BE 6" FROM ENDS AND 16" O.C. CAPACITY = 90.3 PSF > 71.4 PSF OK// (SEE SHEET 7) OPTION #3 @ DETAIL 4 ONLY SMS, 6" FROM ENDS AND 16" O.C. W/ 1'A" EMBED. INTO CONCRETE (2) ANCHORS ® EACH SIDE OF MULLION CAPACITY = 100.0 PSF > 71.4 PSF Oki/ (SEE SHEET 7) • APPROVAL TYPE: N.O.A. # MULLION SPACING: MULLION HEIGHT: A1- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION DESIGN PRESSURE RATING: +100.0 PSF, -100.0 PSF (SHEET 7) PROJECT OPENING #: MARK W8 (DWG SHEET 10 OF 23) PROJECT SPACING: 42.7" < NOA SIZE (45 ") OK// PROJECT HEIGHT: 107.5" <NOA SIZE (108 ") OK// TRIBUTARY AREA: (42.7" X 107.5 ") / 144 = 31.88 FT SERIES 2046 ALUMINUM WINDOW WALL SYSTEM - LARGE MISSILE IMPACT RESISTANT BY GLASS TECH 02 -0328.01 45" 108" ID DESIGN PRESSURE: +65.9 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// -84.3 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// • ANCHORS: NOTE: ALL OTHER STOREFRONT OPENINGS ARE OK BY INSPECTION C: Wfa oogiMy DowmentslOsssl tr-* r0. 41 . Z' 414' r OPTION #2 'A" TAPCONS THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED. INTO CONC. OR MASONRY (3) ANCHORS @ EACH SIDE OF MULLION HEAD, JAMB & SILL TO BE 6" FROM ENDS AND 16" O.C. CAPACITY = 96.4 PSF > 84.3 PSF OK// (SEE SHEET 7) OPTION #3 @ DETAIL 4 ONLY ''A" SMS, 6" FROM ENDS AND 16" O.C. W/ 1'h" EMBED. INTO CONCRETE (2) ANCHORS @ EACH SIDE OF MULLION CAPACITY = 100.0 PSF > 84.3 PSF OK// (SEE SHEET 7) 6N8 (2) REQ'D. 1• April 16, 2003 BY: V.B. NORMAL D. ARMOR DMOR LOAD CATACIIT -. CROW (4.) M II1 V R ( -) 160M M nos 11006' 0PRCK A onus ys cant fS 95.3 100.0 100.0 5111 100.0 100.0 62.8 100.0 100.0 77.4 100.0 100.0 729 100.0 100.0 x 's 646 100.0 100.0 65.2 97.6 100.0 51.9 92.9 100.0 550 545 100.0 56.3 54.5 100.0 649 100.0 100.0 52.6 100.0 100.0 77.1 100.0 100.0 72.3 100. 100.0 90' 662 1002 100.0 64.2 96.4 100.0 60.9 51.3 100.0 57.8 25.7 100.0 55.1 52.5 100.0 63.4 100.0 100.0 77.4 100.0 100.0 723 1•.. 1 ',' C 97 AIL:2)Z 100.0 832 96.6 t00.o 60.2 90.3 100.0 57.1 55.6 *00.0 54.2 51.3 100.0 78.0 100.0 100.0 72.9 100.0 100.0 640 100.0 100.0 *02' 63.6 95.6 100.0 60.0 00.0 100.0 56.7 55.0 100.0 74.1 100.0 100.0 65.8 1 100.0 C 842 000.9 60.2 003 100.0 547 86.0 100.0 70.2 100.0 100.0 114• 60.2 97.8 100.0 602 91.3 100.0 57.1 56.5 ' 100.0 V V 06.7 100.0 100.0 120• 61.9 029 100.0 572 88.7 100.0 54.2 61.3 190.0 39• 63.5 95.3 '100.0 42' 128' 59.0 662 100.0 45' 55.1 626 100.0 39' 60.6 91.0 100.0 42' tar 56.3 84.5 100.0 39' 135' 540 57.0 100.0 • • • =WON LOAD CAPACITY - PS PONDOR. 42' 45' 45' 51' 54' sr 60' 6r 60' Dam. Mat NOW 64 sr 6r 39' 4r 51 0 • sr 6o' 42' 45' 48' 51' 54' 39' sr 4r J9• 42' 45' 46' 39• 42' 45' b' 39• 42' 45' 30' 42' 39 90' 102 126' 132' 135' MILLION 1ort.(4.) I Nr( - ) 1110.0 100.0 100.0 100.0 100.0 1002 100.0 07.1 925 883 100.0 100.0 100.0 1000 100.0 95.4 902 863 100.0 100.0 100.0 1 80.0 862 100.0 100.0 100.0 94.1 649 toe• 114 120' 100.0 94.4 88.9 100.0 100.0 95.4 00.0 100.0 97.1 00.7 55.0 90.4 83.9 783 78.8 73.0 ee.8 MULLION CAPACITY CHARTS 911 TO VERY CLASS CAPACITY SEE CLASS CHARTS ON SHEET 2. PKIRIZONTALS OPTIONAL ALL E EVATIONS s e :ve. 450 65A W2 WIDTH (VO W1 + W2 2 .m6 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W- 1/4' TAPOONS INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO WOW. 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4' TAPCONS DIRECTLY INTO MASONRY 1 -1/2' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- lik_attsigualmaxmammettS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /e MIN. THK2(. STEEL : Fy - 35 KSI MIN. ALUMINUM • 8083 -7E MN. (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE (ANCHOR CHARTS) OPTION /t (2) MOORS TYPE AT EACH SCE OF MILLION OPTIAN t3 (2) ANCHORS TYPE 'r OR 'C' AT EACH SLOE OF MIAUCH Env, 0 NOON swamies IRA CAIN. / 16567 Xn (3) ANC1IOIt9 TYPE AT EACH SIDE OF MLUON essrbwt.9n w4 6'•3' FILL 5'-10' DOILL. I 37.5 1 0 Us% r,..:r..ara:ii. = i i / i O I10 �° fil �1 1 �L� i 1 .• " • • 1 . I 1I..MII1 11 • AI- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION April 16, 2003 BY: V.B. MODEL 35H (MS) OUTSWING ALUMINUM STOREFRONT DOORS WITH PPROVAL TYPE: TRANSOM & PANIC EXIT - IMPACT BY YKK O.A. # 02- 0221.07 TESTED DOOR WIDTH: 42" (ONE PANEL) TESTED DOOR HEIGHT: 96" DESIGN PRESSURE RATING: +70.0 PSF, -90.0 PSF (SHEET 9) PROJECT OPENING #: MARK 101A PROJECT DOOR WIDTH: 37.5" (ONE PANEL) < TESTED SIZE OK// PROJECT DOOR HEIGHT: 85.5" < TESTED SIZE OK// TRIBUTARY AREA: (37.5" X 85.5 ")/144 = 22.3 ft DESIGN PRESSURE: +67.5 PSF (SHEET 1) < DESIGN PRESSURE RATING OK// -87.6 PSF (SHEET 1) < DESIGN PRESSURE RATING SAY OK// GLASS TYPE: ANCHORS: �j. 6' -5' MA. n 11 11 1 111 7/16" LAMINATED SAF -GLAS 3/16" H.S. GLASS +0.070 POLYCARBONATE + 3/16" H.S. GLASS OK AS PER APPROVAL # 02- 0221.07 AS PER SHOP DRAWINGS OK AS PER APPROVAL # 02- 0221.07 NOTES: 1.ALL OTHER STOREFRONT OPENINGS UNLESS NOTED HEREIN ARE OK BY INSPECTION 2.DOORS NOT RATED FOR WATER INFILTRATION RESISTANCE. MUST BE PROTECTED BY AN OVERHANG OR ACCESS IN A NON - HABITABLE AREA. Fl 7 2003 •001p101I 1 NOIrUN a/mlort R3°° A � i 3i al MOM Y 1 4• • A TYPICAL ELEVATIONS - SINGLE DOORS SCALE: 3/8" la 1 -0" MAX. D +68.0 am MIN AMI Oa 0010w r n w •I• NONI N7 to fM Ira moolo IDs NIN IOrr Nsr/ w •M M' ma am MOM r ems MOS>rA/N'. 0 • 1M► •/St�1p11 - AU. SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND HEIGHT AS PERMITTED - CAULK JOINTS AND SHIM SPACE: MAX.3 /8" DODO PHIS 1.51 PER IEW 0008 TYPES 0008 PARTS UST PER LEAF DOOR 1YPES U. dAM� :�'_ u_:�1-i _ 1t�'^' naii1 maid - - - -- • NOTESID SELECTION PART (SELECT AMONG SAME NUMBER GROUP) it 2 II II 11 11 TYPICAL ELEVATIONS - PAIR OF DOORS SCALE: 3/6" a 1' -0" FRAME G OPTIONS McwitIta 1/2' C �1YS,. •� I I ° wart two NOM mad Maw, a NOM MUM 4 SRL OSASNNS MOOR nr • 3 1/ We SCRIM OR 3/S • 2 NN MIL TMPIR — ... a m 1• • 1 011Q111 W) _ -. Maul l in =CO SCREW OR 3/1 • r IPN MR WPM - f.1 um mow 174 • 4 I/Y Mt ROOD SCILI OR 3/r• ■ 4• API Swat MOM mow[ b ds •aaenomat Ia wmsor a P10 eIN1 3A I.. ifI N•► OMMININS si tt 0*_ It MO PM COMM Ida A WO NO 6011011 Is MONK easaIIN was a 600 ma St runs INN MR. NOR: 10• allawallo N1sOR MOON �[t fQT I•. ••.N _ WI •O RORI1CYRO+a'Rd ��••1rII 00 - w qQa MOM It • ammo MIN 0006 • MS MN w sr/ IIi— I5 MINNI1 s••N • SIm► No••MmIOR slat MN NNNI Ir OM WOW Tres de ~NM /w NU 1 3 at Is Nl/N•N1NwM•■••••• • MATCH LE UY hK U11 BESIDE - • STEEL TUBE ANALYSIS MK 101A -E ZONE: 4 MULL SPAN: TRIBUTARY WIDTH: ANCHOR USED: it 6'-0' MA. (C,C. IUEF) 94' FLU. M61' 2' 35k 11 2' 3911 2' 6k. T r• II w II t� Al- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION 96" 154 " /2 = 77" DESIGN PRESSURE: +63.7,-69.7 PSF (SEE SHEET 1) UDL: (77/12) x -69.7 = 447.24 LBS/FT REACTION (R): 1789 LBS (SEE SHEET 11) (4) 1/4" TAPCONS W/ 1 -3/4" EMBED. INTO CONCRETE, 1 -1/2" EDGE DIST.& 3" O.C. SEE SHEET 10.1 FOR TUBE ANCHOR CALCS. II WELDS: 3/16" WELDS ALL AROUND, OK BY INSPECTION 6' -0' DAUL Olt 4'x41/43A6' TN(. STEEL TUBE OA. FN. g-1 Lips i s April 30, 2003 BY: V.B. • • PENETRATION DEPTH FACTOR Cd ALLOWABLE LATERAL LOAD: AL- FAROOQ CORPORATION 2 k = 1 - 2 1 - Re Fyb •(2 - Re) . D Re 2 •Fem •ts Kd = 1; 2.2 if D<_0.17 (10.D -.- 0.5) if 0.17 <D<0.25 3.0 if D >0.25 Kd =3 PENETRATION: P 1.750 Cd = P Cd =1 7.D Pmin . =4.13 Pmin =1 INCH ACTUAL EDGE DISTANCE: Ed =1.00 INCH MIN. EDGE DISTANCE; Emin = 4 •D Emin =1 INCH EDGE DISTANCE FACTOR: Ce _ Ed Ce =1 Emin (Eq. 11.3 -2): Z2 = k•D•ts Tem Z2 =314 LBS Kd.(2 + Re) (Eq. 11.3 -3): Z3 = D ' 1.75 •Fem •Fyb Z3 =345 LBS Kd 3 •(1 + Re) DURATION FACTOR: CD =1.333 ALLOWABLE LATERAL LOAD USE: Za : = Z2 •Cd•CD •Ce ((o) TAP ..t P tS7 . AP-C.14 oft, C C.1 P (64( = 2503 c.8 > 1759 Las c Ic /J L sccde io k=5.671 Za =418 LBS 10,1 LATERAL DESIGN VALUES (1997 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) 09/07/98 METAL TO WOOD CONNECTION / winmcad /program/tapcon- 2- 97 -mtw/ G = .55 (SOUTHERN PINE) Fem = 16600•01 .84 PSI DOWEL BEARING STRENGTH OF MAIN MEMBER (MEMBER HOLDING POINT) Fes = 69600 PSI DOWEL BEARING STRENGTH OF METAL STEEL (A 3C. fv =SB000 PJ Re = Re =0.079 "L. Fes = U /. 2 r Fyb 92000 PSI TAPCON SCREW BENDING YIELD STRENGTH D = .250 INCH DIAMETER OF SCREW is = .250 INCH THICKNESS OF SIDE MEMBER • • DATE: 06 -03 -2003 MULLION WITH PARTIAL UNIFORM LOAD, POINT LOADS FULL LENGTH UNIFORMLY DISTRIBUTED LOAD AND TRAPEZOID LOAD OR ANY COMBINATION OF THE ABOVE ( NEWT158 ) 1 2 3 4 5 6 7 8 9 10 11 SECTION EXTRUSION GLASS TECH BARRY UNIVERSITY STUDENT UNION SPAN = 8 FT. ��.} I OJ FULL LENGTH UDL = 447.24 LB/FT. ( MODULUS OF ELASTICITY = 2.9E +07 PSI 0.000 0.800 1.600 2.400 3.200 4.000 4.800 5.600 6.400 7.200 8.000 RIGHT REACTION LEFT REACTION MAXIMUM MOMENT SECTION MODULUS BENDING STRESS MOMENT OF INERTIA MAXIMUM DEFLECTION AL - FAROOQ CORPORATION : HORIZONTAL STL TUBE (MY.. WA -E) : 4X4X3/16 X MOMENT 0 1288 2290 3005 3435 3578 3435 3005 2290 1288 0 FINAL RESULTS DEFL. 0.000 0.068 0.128 0.175 0.205 0.216 0.205 0 0.128 0.068 0.000 = 1789 LBS. • 1789 LBS. 3578 FT -LBS. • 3.3 IN" 3 (sK T I ) = 13011 PSI <b °// = 6.59 IN"'4 (s 4 TIa) _ .215 IN 4 AmA 014.11 +bz o(%) = 0. (o(46000)( ` /1) = Soor � mux = ` - 1� f a0 9( 1co0= 0, 533 in. !1 • • .3. STRUCTURAL TUBING Square Dimensions and properties DIMENSIONS Nominal* Size k. Wa0 Thickness Weight per Foot Lb. PROPERTIES** Area In? I In. S In. 6 x 6 .5000 l h 35.24 10.4 - 50.5 16.8 2.21 .3750 % 27.48 8.08 41.6 13.9 2.27 .3125 5 /is 23.34 6.86 36.3 12.1 2.30 .4500 1 /4 19.02 5.59 30.3 10.1 2.33 .1875 3 /i6 14.53 4.27 • 23.8 7.93 2.36 5 x 5 .5000 1h 28.43 8.36 27.0 10.8 1.80 .3750 1 22.37 6.58 __22.8 9.11 1.86 .3125 5 /ia 19.08 5.61 20.1 8.02 1.89 .Y500 1 / 4 15.62 4.59 • 16.9 • 6.78 1.92 .1875 3 46 11.97 3.52 13.4 5.36 1.95 .5000 • 21.63 6.36 12.3 6.13 1.39 .3750 14 17.27 5.08 10.7 5.35 1.45 .3125 s he 14.83 4.36 9.58 4.79 1.48 .2500 1 /4 12.21 3.59 8.22 • 4.11 1.51 .1875 3 46 9.42 2.77 6.59. 3 30 >. ra 3.5 x 3.5 .3125 6 46 12.70 3.73 6.09 3.48 1.28 .P500 1 4 10.51 3.09 5.29 3.02 1.31 .1875 3 4e '' 8.15 2.39 4.29 2.45 1.34 3 x 3 .3125 5 46 10.58 311 3.58 2.39 1.07 • .2500 1/ 8.81 2.59 3.16 • 2.10 1.10 .1875 3 46 6.87 2.02 2.60. 1.73 1.13 2.5 x 2.5 .2500 1 /4 7.11 2.09 1.69 1.35 .899 .1875 3 /16 5.59 1.64 1.42 • 1.14 .930 2 x 2 .2500 1/ 5.41 1.59 .766 .766 .694 .1875 3 46 4.32 1.27 .668 .668 .726 • Outside dimensions across flat sides. • • Properties are based upon a nominal outside corner radius equal to two times the wall thickness. r In. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1.91 873 . 1590 936 .. 1:1 1480 1932 1479 .1849 1859 3/16" Tapcon® Masonry Fastening System 5/16" 1.1/2" Distributed By: 2" Crete -Flex Stainless Steel Masonry Fastening System For masonry applications in more demanding environments, Crete -Flex fasteners are the ideal solution. The combination of 410 stainless steel, a unique dual heat treatment, and silver Stalgard finish maximizes corrosion resistance and ductility, resulting in a high - performance fastener. • WP 120 1 470 c 2C0 i Textron Inc 851 2643 3347 1801 3404 Other Quality Elco® Construction Products - Contact Textron Fastening Systems or your Elco distributor for more information cn these products and our entire line of quality fasteners for construction. HangerMate® Threaded Rod Anchoring Systems HangerMate anchors are designed to speed installation of Fire sprinkler, HVAC, refrigeration, general piping, and electrical systems. Two head styles and a variety of thread and point styles are available for reliable fastening in concrete, steel or wood. 1454 1188 2472 1677 • ., ...;...�. r•r..r 3233 2407 NOTE: Indicated pullout and shear failure values were obtained in tests witnessed by independent test labs (see below). These Figures are oFfereci only as a guide and ore not guaranteed in anyway by Textron Fastening Systems. A s afety factor of 4:1, or 25%K of ultimate pullout value, is generally accepted as a sate working load; however, reference should always be made io applicable codes ForAe specific safe working ratio. 'Specific Testing Parameters: 3/16" and 1 /4" diameter Tapcon fasteners 5/16" diameter Tapcon fasteners Hollow block: 1,500 psi Hollow block: 1,872 psi Concrete: 3,320 psi Concrete: 3,513 psi Wood: specific gravity .64 ren testing of 3/16" and 1/4" diameter fasteners performed by Professional Services, Inc., Miami FL; Report No. 395 -40144 -001. Strength ° esting of 5/16" diameter fasteners performed by Hurricane Engineering and Testing, Inc. (HETI) Miami, FL; Report Nos. HETI -01 -5063 (wood), HETI -01 -5069 (hollow block), and HETI -01 -5013 (concrete). TEXTRON Fastening Systems Commercial Solutions Elco Construction Products 5110 Falcon Road • Rockford, IL 61109 800.435.7213 • 815.391.5500 • Fax 815.397.8986 www.fastenersforconstruction.com Printed ;n the U.S.A. • i .C< NS MULLION OIL 31 INSPECTION • • • Al- Farooq Corporation GLASS TECH BARRY UNIVERSITY STUDENT UNION APPROVAL TYPE: SERIES YHS -50 FLUSH GLAZED STOREFRONT SYSTEM - IMPACT BY YKK N.O.A. # 00 -0315.02 MULLION SPACING: MULLION HEIGHT: UDL: POINT LOAD: 50.0" MAX 113.38" MAX DESIGN PRESSURE: +70.0 PSF, -90.0 PSF (SHEET 18) PROJECT OPENING #: MARK 100G (DWG SHEET 13 OF 23) (31.56 " /12) x -86.9 = 228.55 LBS /FT (18" x (106.8"/2))/ 144 x -86.9 = 580.14 LBS RIGHT REACTION (R 1476 LBS (SEE SHEET 15) LEFT REACTION (R 1139 LBS (SEE SHEET 15) ANCHORS: AS PER SHOP DRAWINGS, OK BY INSPECTION OK AS PER APPROVAL # 02- 0221.07 1 9 April 30, 2003 BY: V.B. PROJECT SPACING: 31.56" < NOA SIZE (50.0 ") OK// PROJECT HEIGHT: 106.81" <NOA SIZE (113.38 ") OK// TRIBUTARY AREA: (31.56" X 106.81 ") / 144 = 24.18 FT DESIGN PRESSURE: +67.1 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// -86.9 PSF (SEE SHEET 1) < DESIGN PRESSURE RATING OK// GLASS TYPE: 9/16" OVERALL LAMINATED SAF -GLASS BY SECURITY COMPOSED OF 1/4" H.S. GLASS + 0.070 POLYCARBONATE + 1/4" H.S. GLASS (LARGE MISSILE IMPACT) CAPACITY = 90.0 PSF > 85.5 PSF OK// (SEE SHEET 1 &19) NOTE: ALL OTHER STOREFRONT OPENINGS UNLESS NOTED HEREIN ARE OK BY INSPECTION • AL - FAROOQ CORPORATION GLASS TECH BARRY UNIVERSITY STUDENT UNION DATE: 06 -04 -2003 MULLION WITH PARTIAL UNIFORM LOAD, FULL LENGTH UNIFORMLY DISTRIBUTED AND TRAPEZOID LOAD OR ANY COMBINATION OF THE ABOVE SECTION EXTRUSION SPAN FULL LENGTH UDL POINT LOAD # 1 LOCATION OF POINT LOAD MODULUS OF ELASTICITY 1 0.000 2 0.742 3 1.483 4 2.225 5 2.967 6 3.708 7 4.450 8 5.192 9 5.933 10 6.675 11 7.417 12 8.158 13 8.900 : COLUMN @ MK 100G : ALUM MULLION X MOMENT 0 782 1437 1968 2372 2651 2804 2831 2732 2508 1937 1032 0 FINAL RESULTS POINT LOADS LOAD NEWT158 ) �x = (FI2() in`l SX ; � i01 = 8.899999 FT. =y = I (ID 29 0 4 ' 228.55 LB /FT (SHEET 14) = 580.14 LBS. = 7.036 FT. FROM LEFT SUPPORT = 1E +07 PSI I -REQ 0.000 1.760 3.396 4.803 5.897 6.613 6.906 6.751 6.145 5.102 3.661 1.912 0.000 RIGHT REACTION = 1476 LBS. LEFT REACTION = 1139 LBS. MAXIMUM MOMENT = 2831 FT -LBS. SECTION MODULUS - 1 IN "3 BENDING STRESS .- 33971 PEI MOMENT OF INERTIA REQUIRED = 6.905 IN "4 < -T X OK // • MAXIMUM DEFLECTION Vobo = .5933333 IN - (vo(o3 -T5 fb = 0,15 (14,00o) = I2,o00 . 12 ` (12) (24)1) _ S .(.c 4 ?s� < fb oL 3.83(AR /i 15 Area: Perimeter: Bounding box: X: Y: Centroid: X: Y: Moments of inertia: X: Y: Product of inertia: XY: Radii of gyration: X: Y: Principal moments (sq in I: J: AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI. FLORIDA 33174 (305) 264 -8100 na/ms -o Ykk AP AMERICA INC. E9 -0504 2.4906 sq in 33.6105 in - 1.6701 -- 1.3299 in - 2.5056 -- 2.4944 in 0.0000 in 0.0000 9.0417 1.4629 0.0153 1.9053 0.7664 sq in) 1.4628 9.0418 mid nu ) in sa sq sq in in in in in sa sq sq in in in and X -Y directions about centroid: along [0.0020 1.0000] along [- 1.0000 0.0020] NO. REVISION DATE IL, YKK AP AMERICA INC. E9 -0606 Area: 0.5732 sq in Perimeter: 15.7815 in Bounding box: X: — 0.8980 -- 0.4918 in Y: — 1.9586 -- 1.9391 in Centroid: X: 0.0000 in Y: 0.0000 in Moments of inertia: X: 0.5703 so in SQ in Y: 0.1400 sq in sq in Product of inertia: XY: 0.0028 sq in sq in Radii of gyration: X: 0.9975 in Y: 0.4942 in Principal moments (sq in sq in) and X —Y directions about centro d: I: 0.1400 along [0.0065 1.0000] J: 0.5703 along [- 1.0000 0.0065] AL— FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAML FLORIDA 33174 (305) 264 -8100 YX1 _5O BY / nv vv 7 2003 11 • s'- 01601 5 0 MAX MULL. SPACING MAX. MULL. SPACING I OLO W1" OLO 'W2" YHS -50 SYSTEM WITH STEEL REINFORCING UNUMITED WIDTH O.O.W. (7' -0' MAX.) • 1 6 5'- 01601 6 s'- 0'(607 MAX. MULL. SPACING MAX. MULL. SPACING 01.0 'W3' 01.0 wa" (50 1/2' MAX.) SEE NOTE I• TYP. __a ELEVATION WITH STEEL REINFORCINZ SCAM 3 /11' = I' — 0' M.. 1 ES{G!l ' tZ0 sIr•30�sf WITH SA - S GIAZINC • ' TION MAX. DESIGN PRE S = Ps , — ps FT ENTRY NG 0' 101 F E NATION N .TTES. • SLICIM 6 IAI�� q 4t a 00MI 0•14 1. 1NIS MTES IS mutes TO mar t /a' OR 3/3' CLASS + Down SEIARTCSAS 6X6 asa (0-032' 11006) OR 7/10' OR f /is' Sa —CLAS SEWRRy; NEAT TREAUNT AS PER owes ON MEETS ANO 0 MYO TO MEET LOGY. empiric CODE IM71ARDtpiTS. 2. CLASS TO MEAL A0NESNE SHALL 1 DOW SI3. 3. CCCR OETML.ED HERESY IS: 0000 1906 MCOO. 3311 (PER CdAREW 1 /ETR0 -0Al21 REFER TO SPECIFIC OOCUMVVTS Cm HY PRODUCT FOR FURTHER INFORMATION. 4. 0R CLASS TYPE REFER TO CLASS CARTS 011 SHEETS 3 NO 0. LEGEND: DLO. OAT UGC OPENWC 0.0.11.. DOOR OPEAING NE IHT 0.0.W.. 0008 OPENING MTH f1Y.. FRAME NECHT MAX.. MAXIMUM 0w. of T/ 1' APPROYE04S CCMPLY1NG vHTN SOOTN ortaapattoiccca DATE 0614 26.2''* OY )SLM I• L�.�4 P*0C1CT CONTROL MISCH SLstan COOS dcromYCE C►T ACIVTAKENQ 631s• IM MO a Ie+. -aat let MT 121 2 MS -10 ,a , MUM. NC ISM 0.04P*? Ont 004404, 0110100 ISM ....... ��..,. 6 ..z ... d vc.• • GLASS CHART #12 ��JCTJETJE!"JCrJ LE EiJlm Ea CIA & IE?EE?EEJ CalKAI WIZ E E7E .EEJL�IEJE111 'r CIE E?>• E?EEL:411 END= Cr.Il1F'T ■E J- EaiEE EZ7E<IC111 Kan 70 515Ez1ESEE EEaME EESECFJC311E&1♦E"E3E EECI E?7C EE<lEJEME CIaNalE ENIE. ,3I 517 ExJ EJ E' 17 CIE CIE V WIN ESE ELM FS7 EUE • EIMII WIN Wall CEO GEE ELM ESE FEE Eac=ic/iI EMI EMI E Ell Cal .1111E.D11 ESE ii7E37Ci7 11E ll Ea7E:1E NE-Ull t�CT1 CINIEC1 NE211Call EEEMUM L7C!_ CAE E-L7EJEJEII•E_EE37EEESi`17KIM tJ■ CIE ES, MEIN EMOE.221E=s7MEDIE E CE•CJSEI EMU E_EEEIrIESI737 NINCIM MLLE RIM Ean EFlE =7737 E:JEIE EEEE3ECIE GLASS CHART #14 E• TJCi. lt'. TJ E7 '._7CTJCrJfiFJ[ilJ�JC7JtTJ=2:- E�EJEaEE_FIEJEaEEammaztt EE=xJESIE s iiii7ii E' SEE `?EE_lji Kan EJ wan E..JEJE=LJLc1• EJ■EJAN SEE`�I 1CAZIESALTI !!e!lIE::�E �EE'�EE!1r oE.11 Wall LE Kai Nal'L RLLEE: EELIELF�EJJ Mk! EL EUULLJCal EEJE:=1E.:1EE-1awVCL1 OMANIWIRKL NIE z1 ILIA 1E1E WIZ I 2- I t3•11 EELEE-IE'1E ®CT7 !![illl!`?El1Ex1LL11 lE:T 1OLIN ICIA CSIIICZEEi1 =CAM E?E 1LJEaEE.2EEI N E aEAMIE IIE_LE CJCAM Ella CSlELEE. 1 Mt:1111EINEj CAM CS7E NA112AEE�E3E Can EallEMBEINII EMEEC/1E 1ESIE3! 1KW LANG • WITH STEEL REINFORCING MAX. DESIGN PRESSURES ( +70 psf, - 90 psf) WITH SAFGLAS 'GLAZING OPTION NOTE 1: THIS CHART APPLIES TO GLASS SIZE ONLY. CUSS CHARTS .A PRESSUU ABOVE 70 PSF ARE APPLICABLE FOR INTERIOR (NEGATIVE) E NOT EXCEED ABOVE +70 PSF IN m C PRESSURE ASE GLASS CHART #13 OW He1Tt In !Wm E!!!� iuMit rn:11ZDHEE:ICT1CTJIr� NosamtEE.1 71E. ■ F�11E?JGF.111E.) Eft FEEJEIIE 1F ECIE NanKaiE_TAtam Nan NEE:1•1111 IIELIECIE LIZ Kai WIZ Kai CIIIELIEINLIMIELIE !!L=>•E IEJE=iJES1E_J EMI. E IMIEIME 1ELIE G1 MELEE ETzElIa llWfEC I T7 EEt�EJ EI•ETEE?)ESElEiEE 1IIIL IEEE CFSC?1 ElIIIEI xEE2.ME:AE_CIIEEECd7CalCIA UM:MtT1•E NUE EMI E_SEGE CIE CIE EII E< I•E?1.2/C`JE2EE2:NCILECI311C3.1E.T11 431E+ MUM 1111LAIIIEBM mCSEF!7E31EI1 Wan Ran aE5LE 1E.DEELd7C IEMIE'&PiEL1 ®Cl1EIE 0E✓tIIE E-MEMM.CiE1E_F/E21110E11E9ESE EiJ•C IICIEMEIK EE MEM BUEICIE E EAIESl1ESI IEEZ= EEEC:TEEEBI Man E13IET1C111 E2/E.2E MILE1 S7Ed1ME= WIN E7 21x111 131 1N.b VAX 114.221 VAX C.1 110711. 1WI[:TJCFJ icrAmi tang st_ - T1 llE7L_E J E LJI tEE"JWIN I WIZ E�?I 771'.FEJ E'il ES.11 III EJE`�JE_LEE�1 lle� E •.1 1 ■ !lEIMMILTIE_'T II: AKanK'LJEIf>E?EIELJ - L '_TiMai Kali MAN TluE?IL?EE_<1E LEU1 1 EU•E?1EaJ0E?EE=T1!✓.It 1 WAG LiEEIEBLISS �>•E 11ELJt Ca..EES1EL11EEE`?lE?1LEELiEEI! wan ILIA LIE 'Limit,: Jill gaimAT Nan max man EamiLls E <UU ES1 'Lan 'LIB EJIt?l. EL1EfEUEIEE_T I Ea.IE JIIC IC 173E maEEFE EI11E9 LI E SE31E3EEI31m EUNE_<E EE?1E_1E`?E �>• tail wail w_cm iE okawm _TlE?1Ea1E:<EETEE E..1 ESIE W-xlIELSE IIEMEEIEEC 1EJE1EM1 mE EE221 NO 5036! STATE OF • GLASS CHART #15 10 I I°" • 70 USE THESE CHARTS: 1. LOCAL THE APPROPRIATE CHAR F3R ME CLASS SPEWED ON TM dab. 2. LOCATE WE COLUMN CORRESPOICHC TO TIE APPIICAW1 DESIGN 1!010 LOAD PREMIX 3. FIND 114E new CQRRESPONO'NC 10 THE YAXIHUU CA. aF A seat LRE (0151 H') RIR TIE PASS 11 4. THE WTTASECBON OF 1141 ROW MD 1543 COUAIN FOR 714E WINO LOAD 0101CATES THE MUWI'U OLO M1C (0151 Y) FOR TIc GLASS. S. OWIPIL• THE PROPOSED CLASS 6 1/4' Mw3ALE3 GLASS + 0.070 PO61'CAROORATE • t /.' AHNEKID CLASS. THE DOLMA 1W101.040 PRCi3JRE 6 -73 PSF AHD 114E IIA11MUM PROPOSED DUO DOE IS b' TROE A• 7Y INK. IROER LASS CHART /u FOR THE 1 /s' ANNEALED CUSS . 0.070' POOTARa0NATE + 1/0 AMA= GLASS. LOOT FOR INC N1FRSCCTION Of THE ROM FOR 72' obi In AND THE 75 PSF COLUIIN. 42' 6 THE LARMT ALLOWABLE OLD 1110TI. 11HCN IS CREAM WON 40', THUS THE CLASS 6 JCCEPTABLE F: TATS APPLICATION. AP PROVED AS CCYPInIG 'MTI n'E scum n.csupA WADING =CE CATE 0j O B'rissi- PROWCT CO>mKLOTVISICPI 0fPCE ACCEPTANCE1 �' 03 J S•Q � SUMO Is r er•ort Iat tv If • NON^ JAID w•tOO 11M AU/O. OW O a , MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 YKK AP America, Inc. 5630 Gwaltney Dr. Atlanta, GA 30336 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: Series "35H (MS)" Outswing Aluminum Storefront Door w/Transom & Panic Exit Device APPROVAL DOCUMENT: Drawing No. 35H, titled "35H Door & Door Frame w/YHS -50 (Storefront) w/o Steel Reinforcement ", sheets 1 through 16, prepared, signed and sealed by Charles Williams, P.E., dated 7/19/01, bearing the Miami -Dade County Product Control Renewal 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 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 renews NOA 1100- 0315.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez NOA No 02 -0221.07 Expiration Date: September 5, 2007 Approval Date: May 2, 2002 Page 1 COAT 1.1 • LEA, 0008 PARIS UST PER PART L. DziLIOL _JL?JAIE. i 2 s . � 61 �bufii inif Pt PulA '41 • ' P - 1300 : fro I •• DM WM mob mew moomieormo /e. woa raw wo ■ ors 10 awe 11 8l Pie we er Ir • or ma moo to. O ar RM .Pan 10 t Imo - MM /cede mom or w or NO wow Owm1 ar .r soma war N VI.: 0008 01 et HYPES ODOR S -11" MIX PARTS UST PER 1/4 LEA, L_v_23 _L.JQ T IC Pa _ o-Z3 _ _ 3 P4?+T SIDE L P -2302 EXIT DEVICE A 2 t_P_3gol_ r L11.11nERJ0Rw RNGSACt1PEL 2 1 P - 26(16 RUMOR /TRIM Rana (ACTNE) NOTES:0 SELECTION PART (SELECT AMONG SAIL NUMBER a 000R • 1Ny •11 P1� PI l/nlltr *•NT 117100 f S 2 1/2 2 1/2 TYPICAL ELEVATIONS - SINGLE DOORS SCALE: 3/8" • r-0" SCALE: MAX. DESIGN PRESSURES WITHOUT STEEL REINFORCING TYPI +50.0 PSF. -70.0 PSF USING SAF -GLAS' GLAZING OPTION a +46.0 PSF. -60.0 PSF USING SENTRYGLAS AND SENTRYGLAS PLUS CLAZIIIC - ALL SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND H - CAULK JOINTS AND SHIM SPACE: MAX. 1/4" TYPES 2 CROUP) \ IA 2 INDEX OF ORANRMOS 1/ 4• BY CODE AS xTieraggi 1/2• 14 0101016 ONLY ROdlelte AT • t I, fa 17 11771 t <1• 1 - ; RtTa: 7-" T ` L}MA w Mil NI ••. fl r. <�_..,r Pe r -, ■ +." ma r-r: -1 -'r • r 1 • 1, •-ON PATH AMI ci l . RASING NQI . 3 1/4• u4 san OR 1/4 12' NM R4M. TAPPER 1 114 . mows (AM --w & A14e1 mum. A OIOS • . S• me ono saw OR 1/4' I S• 11141 RAIL TAPPER la MEAD mom • . 4 1/2• FPN 11000 SCREW OR 1/4' a 4 1,11 RNR. TAPPER MOOR e s 1 0 axsava0at rL 0010001 Ai P4 Owl 1.1 LI. fl[C 2.1. COO= =V X00 Pa 00100,E I.. 41 war Ale venom » meant reignIft Wag Al IMO IMF K ream —1 OWL 141E POR /61x1•/11.• •IR101R T•W6/M 1X1 WW 16 =imams a 0001 1arAtldl MO 6 .1.IeA11R1110R+ WA, wZ etJ•e7 0.• ■ 11.1M MOW Po 11.10 0•010 44 'AMU. 000011 4391 .•1 w NOB 4MOMAW 1/31 us-10 ($0:00100) •�. •/0 s104 ...01004111 smit P•1• •11/1 mom, al P444 11•11 (Wit 1 O le MP•1••••••••••••••• UMW [NBOOMENt CONOITOs 11000 CONCRETE AORIVIKAG KINKIER 3 1 314. J. mama 3` __1 3/4• COAT 1.1 • LEA, 0008 PARIS UST PER PART L. DziLIOL _JL?JAIE. i 2 s . � 61 �bufii inif Pt PulA '41 • ' P - 1300 : fro I •• DM WM mob mew moomieormo /e. woa raw wo ■ ors 10 awe 11 8l Pie we er Ir • or ma moo to. O ar RM .Pan 10 t Imo - MM /cede mom or w or NO wow Owm1 ar .r soma war N VI.: 0008 01 et HYPES ODOR S -11" MIX PARTS UST PER 1/4 LEA, L_v_23 _L.JQ T IC Pa _ o-Z3 _ _ 3 P4?+T SIDE L P -2302 EXIT DEVICE A 2 t_P_3gol_ r L11.11nERJ0Rw RNGSACt1PEL 2 1 P - 26(16 RUMOR /TRIM Rana (ACTNE) NOTES:0 SELECTION PART (SELECT AMONG SAIL NUMBER a 000R • 1Ny •11 P1� PI l/nlltr *•NT 117100 f S 2 1/2 2 1/2 TYPICAL ELEVATIONS - SINGLE DOORS SCALE: 3/8" • r-0" SCALE: MAX. DESIGN PRESSURES WITHOUT STEEL REINFORCING TYPI +50.0 PSF. -70.0 PSF USING SAF -GLAS' GLAZING OPTION a +46.0 PSF. -60.0 PSF USING SENTRYGLAS AND SENTRYGLAS PLUS CLAZIIIC - ALL SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND H - CAULK JOINTS AND SHIM SPACE: MAX. 1/4" TYPES 2 CROUP) \ IA 2 INDEX OF ORANRMOS 1/ 4• BY CODE AS xTieraggi 1/2• 14 0101016 ONLY ROdlelte AT • t I, fa 17 11771 t <1• 1 - ; RtTa: 7-" T ` L}MA w Mil NI ••. fl r. <�_..,r Pe r -, ■ +." ma r-r: -1 -'r • r 1 • 1, •-ON PATH AMI ci l . RASING NQI . 3 1/4• u4 san OR 1/4 12' NM R4M. TAPPER 1 114 . mows (AM --w & A14e1 mum. A OIOS • . S• me ono saw OR 1/4' I S• 11141 RAIL TAPPER la MEAD mom • . 4 1/2• FPN 11000 SCREW OR 1/4' a 4 1,11 RNR. TAPPER MOOR e s 1 0 axsava0at rL 0010001 Ai P4 Owl 1.1 LI. fl[C 2.1. COO= =V X00 Pa 00100,E I.. 41 war Ale venom » meant reignIft Wag Al IMO IMF K ream —1 OWL 141E POR /61x1•/11.• •IR101R T•W6/M 1X1 WW 16 =imams a 0001 1arAtldl MO 6 .1.IeA11R1110R+ WA, wZ etJ•e7 0.• ■ 11.1M MOW Po 11.10 0•010 44 'AMU. 000011 4391 .•1 w NOB 4MOMAW 1/31 us-10 ($0:00100) •�. •/0 s104 ...01004111 smit P•1• •11/1 mom, al P444 11•11 (Wit 1 O le MP•1••••••••••••••• • I amiAl 0 I liamal f mum ELEVATIONS - SINGLE DOOR$ SCALE: 3/8• = 1' -0' LFR 3' -6' Q.O.W. ow) ELEVATIONS - SINGLE DOOR$ SCALE: 3/8' ■ 1' -0' • 4K.A. r -0. 0.0.w. (MAX.) /raw* 0 Veal uml ketnu E VATIONS - PAIR OF DOOR$ SCALE: 3/8' 1. -0- CO". 11A 1 6 �- SCALE: 3/8 = 1 -0 NOTE: ANCHOR SPACING, DESIGN PRESSURE, CAULK JOINT & SHIM SPACE, OVERALL SIZE. AND DAYLIGHT OPENING (PANEL): SAME AS SHEET 1. root GLASS ann s rtMMOM SC. ar 6.DOOCT6101lN® a6 agb :41 M6Ydr Ae_ra■ • 1 J. •7 0+6kd+ OWN LII 6006 t 6066 MK W/ tM6d6 Caoseme1 •••• swat WO 666ti tti6060.K11 WIMP MOO mesas at Nem Nor 1 • w7 ar w a�� >• s. 1 IL1U/61 11 al IS e -0 0.0x NAL) 4 /It r -o- o.o.w. ,.x. EVATIONS - PAIR OF DOORS • I amiAl 0 I liamal f mum ELEVATIONS - SINGLE DOOR$ SCALE: 3/8• = 1' -0' LFR 3' -6' Q.O.W. ow) ELEVATIONS - SINGLE DOOR$ SCALE: 3/8' ■ 1' -0' • 4K.A. r -0. 0.0.w. (MAX.) /raw* 0 Veal uml ketnu E VATIONS - PAIR OF DOOR$ SCALE: 3/8' 1. -0- CO". 11A 1 6 �- SCALE: 3/8 = 1 -0 NOTE: ANCHOR SPACING, DESIGN PRESSURE, CAULK JOINT & SHIM SPACE, OVERALL SIZE. AND DAYLIGHT OPENING (PANEL): SAME AS SHEET 1. root GLASS ann s rtMMOM SC. ar 6.DOOCT6101lN® a6 agb :41 M6Ydr Ae_ra■ • 1 J. •7 0+6kd+ OWN LII 6006 t 6066 MK W/ tM6d6 Caoseme1 •••• swat WO 666ti tti6060.K11 WIMP MOO mesas at Nem Nor 1 • w7 ar w a�� >• s. 1 IL1U/61 11 al IS • 00011 PARTS UST PER IMF TYPICAL ELEVATIONS - SINGLE DOORS SCALE: 3/8" .. 1 - MAX. DESI +70.0 +68.0 PSF. - DOOR TYPES _ L. EIrA . 14 2_ , I' at Pus. 1 �L 7s OL�I A I R A• pT Ioo .lii6 01�0OmoQ l ewR M.i o0 orwervoar rums MANS WI•. IOI000M•00 SSW MOIL MI.m1Ofw00'AIDNom 0 00 ar 00 aT wr.0l LMJ•O a0 0/M'. mI PSF. -90.0 PSF 000R PARTS LIST PER ® TYPICAL LEVATIONS - PAIR OF 000R$ SCALE: 3/8" 1 -0" STEEL REINFORCINILIN FRAME USING SAF -CLAS ING OPTION WA. •I I WS. "L LEAF DESC YE L 11-7159- S'? _ e7.2 ...2_PSILIL IPA. TMSL 1 P -2362 EXIT DEVICE t_P- 07 K KEY CMJNOERJTRIM RINGJACTIVEL 83 2 1 P - 2Sp6 TI4411 RN /TRIM ROC (ACTIVE 3 ODOR TYPES ANDARD P NOTES:m SELECTION PART (SELECT AMONG SAME NUMBER CROUP) INC OPTIONS - ALL SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND HEIGHT AS PERMITTED - CAULK JOINTS AND SHIM SPACE: MAX.3 /8" Z�I j I tr *M01b 00 NCMI.. ONLY .O CO ., T IM6OY C011a100 moon raves T/r . 3 I/4 t. SCREW at we . 2• III 00 TAPPER 4 1 t VS) © —GI /34 r FPN WOOD 1001 OR Ur . r r,M 00. Twat 77 -4 0 A101011 66/1124 a . I/2• fPN 1000 San 3/R• • A' FAN 400. TAPPER MOM? IMMO r00414.0 r. NsAis Q s r • Z•/ Dast $*7 11101." Oi00R LILVAVCN MIN •••011 y.1111. •■• .r 10R E .n.0 1..w .t .a . ILT La/11 3 O IIL WARN 0011ACA+r CONOMON .13• CONCRETE 1 1 SILL MINIM 3 13 4 • 00011 PARTS UST PER IMF TYPICAL ELEVATIONS - SINGLE DOORS SCALE: 3/8" .. 1 - MAX. DESI +70.0 +68.0 PSF. - DOOR TYPES _ L. EIrA . 14 2_ , I' at Pus. 1 �L 7s OL�I A I R A• pT Ioo .lii6 01�0OmoQ l ewR M.i o0 orwervoar rums MANS WI•. IOI000M•00 SSW MOIL MI.m1Ofw00'AIDNom 0 00 ar 00 aT wr.0l LMJ•O a0 0/M'. mI PSF. -90.0 PSF 000R PARTS LIST PER ® TYPICAL LEVATIONS - PAIR OF 000R$ SCALE: 3/8" 1 -0" STEEL REINFORCINILIN FRAME USING SAF -CLAS ING OPTION WA. •I I WS. "L LEAF DESC YE L 11-7159- S'? _ e7.2 ...2_PSILIL IPA. TMSL 1 P -2362 EXIT DEVICE t_P- 07 K KEY CMJNOERJTRIM RINGJACTIVEL 83 2 1 P - 2Sp6 TI4411 RN /TRIM ROC (ACTIVE 3 ODOR TYPES ANDARD P NOTES:m SELECTION PART (SELECT AMONG SAME NUMBER CROUP) INC OPTIONS - ALL SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND HEIGHT AS PERMITTED - CAULK JOINTS AND SHIM SPACE: MAX.3 /8" Z�I j I tr *M01b 00 NCMI.. ONLY .O CO ., T IM6OY C011a100 moon raves T/r . 3 I/4 t. SCREW at we . 2• III 00 TAPPER 4 1 t VS) © —GI /34 r FPN WOOD 1001 OR Ur . r r,M 00. Twat 77 -4 0 A101011 66/1124 a . I/2• fPN 1000 San 3/R• • A' FAN 400. TAPPER MOM? IMMO r00414.0 r. NsAis Q s r • Z•/ Dast $*7 11101." Oi00R LILVAVCN MIN •••011 y.1111. •■• .r 10R E .n.0 1..w .t .a . ILT La/11 3 O IIL 0 0 • INEL O 0 0 V 0 0 Y-0" D O.r (MO Ora r - r'a r V r )■ r-' .10 alalkaaM all Mt 1 1001RT 1110tlrm nwubYt� 441140114 C� AAA II■11 Waal wn 4► rl 0e. ONO R aM a 11000 _ ▪ ns-II af000dIR! sang V/ SWM /0/MOd411/ NOMA 4'446' 11000 SWAIM PANIC, -OR wINIMIMION • RHR �• - �" aor. (4144) ELEVATIONS - TINGLE DOOR SCALE: 3/8 - 1' -0" LHR 1 3• -D- o.ar. (&MX) RNR ELEVATIONS - SINGLE DOOR LHR SCALE: 3/8" - 1' -0" • I 1 1 Y\1 D.O.W. (wx.) 1 0 0 b 50 ELEVATIONS - AIR QF DOORS SCALE: 3/8 e 1 -0" WM.) ,, � 0• aa0ti ( , I r- ELEVATIONS " � - - pF DOOR* SCALE: 3/8 r. 1 -0 NOTE: ANCHOR SPACING, DESIGN PRESSURE, CAULK JOINT & SHIM SPACE, OVERALL SIZE, AND DAYLIGHT OPENING (PANEL): SAME AS SHEET 3. cuff 14:400 ROR CUSS 0/14d • NO UPI 4 CI IS • • ,w SPEIMISI — arr 111 0111 MIN nmoucvnammeto 1C1+ �1 /1dy1 Egffralse SW li t i zin g ic llama MINIM AnAlak i417� 71N MOO MOB KHYI WNW MOWN ON 1■1111011 NOW 93/11 • r N 11►1.111.1111www•1•=1111w n 3e �►�/►►h� rn ' ww _ ..�. J r rR ww A/► MEM PIMP P A00000 0000 OR 2111 MOM de 10A r minims PPAylp •. "T' NN smokely 0 1 01 0 c/wor0I00•018 OOAIi0014700014 AOs ASONO war 11010 mrr ►arm nines Mors PI 003 W130 2• 3 OM= .91 11 • k .91 /t1 .9/4 t VS[W �L t/t9 -13 /1t9 -13 ® 900 01 4Ali NO .il /11 • 11430 9Mide 335 91i1 3/ >awc 1 Ned L m 0•NI3m M9/MO • As roar 101099 019 venni A091'99 999 /90 © .11/11 9 .Va IAA 9- xi - baa -n O3NINN o 97319909 35339 99w r ONO m° N N► A.99• YON HF9.0 r .9/1 • • • • d-•22• Q-Wr2" I cumata ifMj I 0 2 7/r 2/ IV • VW 0 socw• LW, 3 2/r' .IMM.S SOON gI rl rR CTeO�DUy�m�eww eh la Medi lighooftail m al e O arc au" mow. 203X NM MI OMNI *MK moo rw r�iol• • 011 11111 WM MPS nail TWO MASS Or • P PP UN•API1E ‚Zr • E MASS OIPPS SfM1�10US PUP NV • 0.010 masa • ./t1• MCALLV ouS1 I/4 14T !U. MASS • 0 V/ A II$ HP/ Pas • 1/•• WA STS. PASS Vor • 0.000 UNMAN • 1 /•• AAMAtm PAP TYPICAL ELEVATIONS — SINGLE DOORS SCALE: 3/8' - 1' -0" W -PAS OV SE01N•fY Q 0T 0 s /16 w0 GLASS O r 3 /I11 MGT sm. PASS • 0.070• POLYCARSONME • s /u• 101 STL (SASS . / 1 MN P PLED GLASS • s 0070 POLICA•OONATI • I /• AIUTAL D PASS a Ip SM. MASS • 0.070 resGAPAsosc • I /•• NEAT SU. PASS TYPICAL ELEVATIONS — PAIR OF DOORS SCALE: 3/8 1' —O G . V i No. • .'$TAWOF • (LL ( .t - 0 N0TE: MAXIMUM DESIGN PRESSURE ', ( a FOR GLASS TYPE IS *60 PSF NOTE: GLAZING DETAILS FOR ALL GLASS TYPES ARE ON SHEET 10 A IIMi MOW Is se r e rtritasihdp Son Er , MOON • •m• _ s tn••• ./ IM MO 01111/010111) � IINNI arum OMR MOND al AU= Omni ONO trr E SSA •raL WiwuS • M M • E2 -008 CLASS TYPES 1 AND 2 SCALE: 1/2' - 1' DUPONT SENTRYGLAS GLAZING OPTION DOW 995 SILICONE SEALANT GLASS TYPE 6 & 7 SCALE: 1/2' - 1' DOW 995 SILICONE SEALANT SAF —GLAS by SECURITY GLAZING OPTION CLASS TYPE 8 & 9 SCALE: 1/2' = 1' s GLASS TYPE 3 & 4 SCALE: 1/2' - 1' DOW 995 SILICONE SEALANT DUPONT SENTRYGLAS PLUS GLAZING OPTION GLASS TYPE 5 SCALE: 1/2' - 1' DOW 995 SIUCONE SEALANT ..s IV Jim NI IMMO OWN .41111 ••. NOM MOW mescrecirwts alas car moor emu h ww w wopl - w NOV 1sI V/ 110 40 pwow0 GLUM dams • am g r r . •LSIL I i/�M M r b ISM • 1111 x .'1 • 1910221 GLASS STOP OIORQ) m0928 MAIN STOP = E1902211 •(r ►_cs.7�1 iJ . • 191412311 1111=•1111111•11••1 -2 1t.L1-1 - 111111173: Z111•11•31:225•1111111 r .'�.> 11 MI MN 1 <T"S� ■1:.. ,: •_••,_,.? . -,a EP -0603 A 6003.76 0063 -T6 0003-T6 8013•T5 C DIME 2 3x' 84 11/15* 11/16' x 13/16' 1 trier x 13715* 21 ?x5* 21 ?xV 21 ?x5* 13A'x6 • GLAND POCKET 7/11"x REMARK FOR WI TRANSOM FOR W/0 TRANSOM FOR W/0 TRANSOM FOR WI TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/ TRANSOM N • ■ME NM NM NEI FINISH ANODIZED d PAINTED SIZE AX.: F.H. - 10 - 0" ORB - 8' 0.0.W.- - 8" -C -0" 1 23/8' SYSTEM 36H HURRICANE URRICANE 00041 W/0 SHUTTER DESCRIPTION SINGLE DOOR 12 • PART UST DESCRIPTION PART 17 QTY MATERLAL 4011 AU. DOOR= LENGTH ON • r 1 0 F.Wi1V81MMO C JOf oral) JOINT CUP E1-0351 2 806375 FOR TOP RAIL JOINT CLIP E1-0352 2 6063-T5 FOR BOTTOM RAIL BACKER PLATE E1-0311 2 SPCC or SPHC FOR Et -0351 BACKER PLATE E1-0312 2 SPCC or SPHC FOR E1-0352 RN NUT P -5003 1 STEEL 1 /t• - 20 FOR ADJUSTMENT RN NUT P-5003 2 STEEL 1/4 -20 FOR PULL PLATE GLAZING GASKET E2-0081 t EPOM 20).0.N. • 0.0 N. -21 7718•) FOR 114' • P.V.B. GLAZING PUSH -IN BACKER E2-0085 j SILICONE 2(0.0.W. • 0041.- 2071•) SETTING BLOCK E2-0006 3 EPOM ADJUSTABLE CAP E3-0005 1 POLYAMIDE SH BOLT SM 3810 8 STEEL 3A' - 18 x 5A• FOR JOINT CLIP PH MS PM 2548 1 STEEL 114'40 X r FOR ADJUSTMENT FH SMS (A8) FC 1018 8 STEEL 810 x 1' FOR ODOR ASSMEB(Y LABEL BACKER PLATE E4-0002 E1-0357 1 8 ALUMINUM 6063-T5 0.329' x 1.88' x 5* FOR HURRICANE DOOR FOR BUTT WOE BUTT HINGE P -1300 3.4 BRASS Y IAAINER PER WON SPECIFICATIONS FH MS FM 1208 24 STEEL 812.24 X 1/t' Y FOR BUTT HINGE FH MS FM 1208 24 STEEL 112.24 X 1? Y FOR E1-0357 S GLAZING GASKET E2-0081 j EPOM 2(0.0.W. • 0 L.O.) FOR 114' GLAZING S GLAZING GASKET E2-0082 j EPOM 2(D.O.W. • D.LO) FOR SA' d 7/15* GLAZING S GLAZING GASKET E2-0083 t EPDM 2(D.0.W. • D.L0) FOR W15* GLAZING AT GASKET E2-0051 1 PLC 2(0.0. W. • D.O.N. - 1/r) WEATHER STRIP PH SMS (AB) E2-0082 PC 1218 POLYPROPYLENE 16 SAE GR 5 STEEL 2 •.0.W. • 1 812 X V FOR FRAME ASSEMBLY FOR FRAME ASSEMBLY PH SMS (AB) PC 1408 8 SAE GR 5 STEEL 814 X 1? FOR THRESHOLD 0 S PH SMS (AB) PC 0814 3 SAE GR 5 STEEL 18 X 7A' W/O TRMMSOM:FOR NEAD ATTACHMENT OP FH SMS AB STEEL REINFORCEMENT FC 1008 01 -1082 4 SAE GR 5 STEEL 1 STEEL ASTM A-5699 110 X 1? F.H. 4 616' - FOR TNIESHOMD ATTACHMENT FOR 000R FRAME HWHMS(F) NF 2512 -WI 15 STEEL 1/t' 20X3/9• RERFORCEMENT FH MS < ANCHOR SCREW > FF 1006.63 4 STAINLESS STEEL - 110 -24 X 1? FOR FILER & 000R JAMB S (FOR STRUCTURAL SUPPORT) LAG SCREW J . GR 5 STEEL 3A" X 3 11.4' FOR 883- FLASHING 0 FPH WOOD SCREW t STEEL 124 X S FOR ODOR JAMB 0 S PH WOOD SCREW t SAE j).' , EL 824 X 4 1? 'WI TRANSOM FOR HEAD 0 S FPH W000 SCREW t ' - EL 124 X 5' WA)1RANSOMFOR HEAD 0 S (FOR MASONRY) l 11-1 RAWL TAPPER t El r ; UV or 3A' x r FOR SILL FLASHING 0 FPH RAWL TAPPER t A ST ; 1N" ,x 31r x 5• FOR DOOR JAMB 0 S FPH RAWL TAPPER l y = 1!4• or 3A' z t' W/ TRANSOM FOR HEAD FPH RAWL TAPPER q' ! •• ' •.. > y ; 1/4' of 316' x 5' WA TRANSOM FOR LEAD 0 NOTE: "QTY FOR MAXIMUMS... y . D.O.W. =DOOR OPENING WID D.O.H. =DOOR OPENING HEIGHT $ FOR ANCHOR SIZE REFER TO ELEVATIONS ON SHEETS 1 d 3 NOTE t = AS REQUIRED ® SELECTION PART ® L006E PART C ` ' -- () OPTION PMT Y: COLOR INDICATED .... �4 `' A REVISED APPUC ATION — A01 - 03/1098 8 wow* REa 9103RAW8g OHM O9/16/M11 C A0060 SHEET HI BOA 3130/99 0 RMNED FOR ALT GLASS BCMA 1211/99 KR mum WOE nag_ ECM 713/01 SSH gC0 1 E BY 'Oaf 1 MILT 1 03/11/98 MD 11 OF 18 • 1111 x .'1 • 1910221 GLASS STOP OIORQ) m0928 MAIN STOP = E1902211 •(r ►_cs.7�1 iJ . • 191412311 1111=•1111111•11••1 -2 1t.L1-1 - 111111173: Z111•11•31:225•1111111 r .'�.> 11 MI MN 1 <T"S� ■1:.. ,: •_••,_,.? . -,a EP -0603 A 6003.76 0063 -T6 0003-T6 8013•T5 C DIME 2 3x' 84 11/15* 11/16' x 13/16' 1 trier x 13715* 21 ?x5* 21 ?xV 21 ?x5* 13A'x6 • GLAND POCKET 7/11"x REMARK FOR WI TRANSOM FOR W/0 TRANSOM FOR W/0 TRANSOM FOR WI TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/ TRANSOM N • ■ME NM NM NEI FINISH ANODIZED d PAINTED SIZE AX.: F.H. - 10 - 0" ORB - 8' 0.0.W.- - 8" -C -0" 1 23/8' SYSTEM 36H HURRICANE URRICANE 00041 W/0 SHUTTER DESCRIPTION SINGLE DOOR 12 • PART UST DESCRIPTION PART 17 QTY MATERLAL 4011 AU. DOOR= LENGTH ON • r 1 0 F.Wi1V81MMO C JOf oral) S PULL PLATE E1-0051 1 6063 -T5 1 1' Y PUSH BAR/PLATE E1-0065 1 6063 -T5 13.0,W12 - 3 6I9' Y PUSH BAR END CAP E1.0058 ZINC 6 ACETAL Y SHOULDER BOLT P-4192 STEEL 1N' • 20 X SIB' SHOULDER BOLT P-4I96 STEEL 114.20 X 2 718' HWH BOLT N42S12 -w3 1 STEEL 1N' - 20 X 3.4' HWH NUT HM2500W3 1 STEEL IN' - 20 S 1' DULPUSH BAR P4151 1 ALUMINUM D.O.WR - 3' 1+1 1 1 1 r DIA PULL BAR P-4162 1 ALUMINUM 9' OP MS P-4191 1 STAINLESS STEEL SHOULDER BOLT P4192 1 STEEL 114 • 20 X 5R' , SHOULDER BOLT < FOR PANIC DOOR OPTION P -4196 > 1 STEEL 11-' - 20 X 2 7/8' • PART UST DESCRIPTION PART* QTY MATERIAL < FOR STANDARD DOOR S S S s S S S PANIC PULL SHOULDER BOLT PULL PLATE SHOULDER BOLT 1' DIA. PULL BAR SHOULDER BOLT < FOR STANOARD DOOR > 3 POINT LOCK FACE PLATE (RH) FACE PLATE (LH) KEY CYLINDER LOCK BACK PLATE THUMBTURN FACE PLATE SPACER FHMS FHMS' P -4304 P-4192 E1-0051 P-4192 P-4162 P-4192 P -2150 P -2104 P -2106 P-2606 E2-0060 FN1040 F M0808 1 2 2 2 1 1 P -2607 E1-0353 2 1 1 3 2 ALUMINUM STEEL 6063 -T5 STEEL ALUMINUM STEEL VARIOUS ALUMINUM ALUMINUM VARIOUS 6063 - T5 VARIOUS POLYETHYLENE STEEL. STEEL 1 /'- 20X6/8' 11' 114' - 20 9 ' 1N'- 20X5/8' (WITH DUDE l SCRLINS) (WITH TRIM RING) (WITH TRIM RING) 110-32x21? 88-32 x YB' Y Y Y Y Y Y Y ADAMS ROE: 4015 8 4016 TESKY: ST -1300 FOR 3 POINT LOCK TESKY. ST.1310 FOR HOOK LOCK FOR FACE PLATE FOR PANIC DOOR > • • EXIT DEVICE FLAT FILLER ANCHOR PLATE 111250/1111111111 asiLLJMM © - .. VARIOUS 6063-T5 2 1/2 x 718'x3718' 611: 716'x NOTE:' QTY FOR MAXIMUM SIZE .'y .: '`iv% ' '_ O.O.W. = DOOR OPENING WIDTH ^ D.O.H. = DOOR OPENING HEIGHT NOTE t = AS REQUIRED © SELECTION PART an LOOSE PART OPTION PART Y: COLOR INDICATED Ci2 .L ( J z) 14 ..z 0011 04411TC. 1410 WIRR/CANE _ FOR DOOR IAMB 0 _ FOR HEAD Qi IN MO MO MO 41 MINI ' f° rT r' � Ell =.1 "'�`- ' Tom" • ±, 11Aft [ ;fir... ]_ T.. 1 . _C+� OATS 03/10106 NO. 35H 03/11/06 NO 12 Of 16 TOP MIL DESCRIPTION LEFT STILE I. 4 11• •' HEAD HEAD HEAD ATTACHMENT TRANSOM THRESHOLD GLAZING POCKET Ewant 01/4222 O 41222 E9Q223 090230 ES-0226 090228 0941220 ES-0602 ES -0603 MATERIAL 6083•TT IMMO 11= 8083 -T5 8083 - TS 8063-T5 8083-T5 • , 1. ; • •.7 \xC. { T il'_____ 7 =. 8083 -T5 0053 -T6 6003 -T5 0003 -T5 1083 -T5 13AS1 DIMENSIONS 23rx4 11/16' 23rx7 231W 23A'x3 23/W x37A' 23/fix3 /tn6'x 1]/18• 11/18'x13/16' 11/18' x 83/16' 211'x5' 21/1x5' 1 1/16' x 1 //4' 21/1x 211'x5' 21/1x 2 1/1x5 211'x5• 13A• X 61/4• 7A•x REMARK FOR W/ TRANSOM FOR W/0 TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/ TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FOR W/O TRANSOM FOR W/ TRANSOM FINISH ANODIZED & PAINTED SIZE AX.: F.H. -10 -0'OR9 -8' 0.0.W.•7 - 0' D.O.H. • 8 0• GLAZING DOOR t TRANSOM SEE GLASS OPTIONS ON SHEET 9 GLASS STOP 0 UT 5 f 1>t1Y' E90606 6063-T5 DEPTH 7A' x 1' 2 3/8' PRODUCT Rt Nx1Ytp - MAYA. Cede e ie 1M PAM' Aram.. N. 07 tM F OR W/ TRANSOM SYSTEM X511 HURRICANE DOOR W/0 SHUTTER DESCRIPTION: PAIR DOOR 1/3 PART UST DESCRIPTION < FOR ALL DOOR JOINT CLIP < FOR 0001 W/O STEEL REINFORCEMENT > BACKER PLATE BUTT HINGE FH MS FH MS E1.0357 P -1300 FM 1208 FM 1208 6063 -T5 BRASS STEEL STEEL 0.321Wx1.66'x *12.24 X t/1 112.24 X 1/1 FOR BUTT HINGE mow PER &MR WECIF CATM7NS FOR BUTT 71040E FOR E141367 GLAZING GASKET GLAZING GASKET GLAZING GASKET AT GASKET WEATHER STRIP PH SMS (AB) PH SMS (AB) PH SMS (AB) FH SMS AB E2 -0081 E2-0082 E2.0083 E2-0051 E2-0062 PC 1218 PC 1408 PC 0814 FC 1006 EPOM 2(13.O.W. • D.L0.) EPOM 2(0.0.W. • D.L.0.) EPOM 2(0.0.W. • D.L0.) PVC 2jD.O.W. • D.O.H. - 1 POLYPROPYLENE 2(0.0.W. • 1I2 SAE OR5STEEL 112X1' SAE GR 5 STEEL 814 X 1/7 STEEL 16XMA' SAE GR 5 STEEL ITO X 11' • ... • • t 4 c FOR ACTIVE LEAF (11. 0240) FOR INACTIVE LEAF (11 .0.450) FOR JOINT CLIP FOR ADJUSTMENT FOR 0008 ASSMEBLY FOR HURRICANE DOOR FOR U4' GlAZINO FOR Mr 8 7/18' 01A23N0 FOR 916' GLAZING JOINT CLIP BACKER PLATE BACKER PLATE RIV NUT RIV NUT GLAZING GASKET PUSH -IN BACKER EPOM SILICONE WEATHER STRIP WEATHER STRIP ASTRAGAL GASKET SETTING GASKET ADJUSTABLE CAP SH BOLT PH MS FH SMS (AB) LABEL S S S S NOTE' OTY FOR MAXIMUM PARTS I QTY E1-0351 4 E1-0352 E1 -0311 E1 -0312 P -5003 P -5003 E2-0081 t E2-0085 t E2-0062 E2 -0081 E2-0093 E2-0086 E3 -0005 SM 3810 PM 2546 FC 1018 D.O.W. = DOOR OPENING D.O.H. = DOOR OPENING HEIG NOTE t = AS REQUIRED 4 4 4 2 4 t 6 2 16 2 16 E4-0002 2 SQ SELECTION PART ® LOOSE PART ® OPTION PART Y; COLOR INDICATED MATERIAL 6083-75 6063-75 SPCC or SPHC SPCC Of SPHC STEEL STEEL POLYPROPYLENE POLYPROPYLENE SILICONE EPOM POLYAMIDE STEEL STEEL STEEL ALUMINUM CJ< tJ, . LENGTH 1/4' - 20 1N' -20 4(D.O.w//.0 0. H. -21 7/14') WR.0 -20Mr) D.O.H. - 1 7/8' 0.0.11. - 1 7A' O.O.H. - 1 7A' - 16x5/8' 1/4' -20 X 7 *10 x 1 FOR FRAME A88ESIBLY THRESHOLD TIEl911 XD ATTACHMENT C 0 SHEET It 13CM 3/301199 D REMttD FOR ALT OL* s WM 12/1/99 E no IE11w wee .. BCM 7/3/01 NO. 35H I E alO W 1 MLT 1 03/1t/96 I TRANSOM POR MAD ATTACHMENT Giumma.090ADILXILS awl) uwadar "LAN r'vc I IS 14I T MA I =U AL LENGTH • STEEL REINFORCEMENT E1 - 1062 1 STEEL F.H. 4 8/8' • • •■ - • TYTF ■ REV FOR DOOR FRAME HWH MS (F) HE 2512 15 STEEL 114 - 20 X 314' FOR REINFORCESENT FH MS F FF 1006 4 STAINLESS STEEL 110.24 X 1/I < ■_ FOR FILLER i DOOR JAMS S OR STRTURAL SUPPOR FOR STRUCTURAL F . LAG SCREW t SAE GR 5 STEEL 3/8' X 3 1/4' FOR SILL FLASHING D FPH W000 SCREW t SAE GR 5 STEEL M24 X 5' FOR DOOR JAMS 0 S FH SMS (AB) t SAE GR 5 STEEL 424 X 4 1/1' W/ TRANSOM. FOR HEAD D S PH SMS AB S (FOR MASONRY) SAE OR 5 STEEL 424 X 5' W10 TRANSOM FOR HEAD D HH BAWL TAPPER t STEEL t 1/4' at 318' X 2 FOR SILL FLASHING 0 FPH RAWL TAPPER t STEEL t 114' or 318' X 5' FOR DOOR JAMS 0 S FPH RAWL TAPPER t STEEL ; 114' or 3/8" X 4' W/ TRANSOM. FOR HEAD 0 S FPH RAWL TAPPER JOTS' OTY FOR MAXIMUM D.O.W. = DOOR OPENING D.O.H. = DOOR OPENING 3 FOR ANCHOR SIZE REFER 4OTE t = AS REQUIRED Q SELECTION PART ® ® OPTION PART SIZE WIDTH HEIGHT TO ELEVATIONS LOOSE PART Y: COLOR 4OICATEO STEEL j 114' or 318' X 5' (Li_ 2. : Z ON SHEETS 1 & 3 REV WA TRANSOM: FOR HEM 0 IIII MI III In MI I MI I ME IIIII ME IIII DESCRIPTION SY DATE A DON A.OI 03/10516 B C ) , 011 9e -' MEET ' SET a MOAN 0 • FOR ALT OLASs Sc M 12/1/00 E 4mMO DS RCM 7/301 NO. L7D SY 3541 E MLT 03/11A0 14 OF 16 MATIMUJIII DESCRIPTION SHAPE • MATERIAL BASIC DIMENSIONS REMARK OUT SOE.I0ENY DEPTH 23/6' F'R0 U TRO¢1YID 1 amylply MdY C•/• Nadi L1• Aawylimat Enairathe SYSTEM 35H HURRICANE DOOR W/0 SHUTTER • PART UST • A m _ 1 1 ucourtir 1 I%JN 1 rjN 1 s U I T MA I tNVLL LENGTH • • • - , : REV < FOR STANDARD DOOR > S PULL PLATE E1-0051 6063-T5 11' PUSH BAR/PLATE E1- 0056 9063 -T5 D.O.W./2 • 3 sir PUSH BAR END CAP E1-00 2 ZINC 8 ACETAL y - SHOULDER BOLT P-4192 4 STEEL 1l4' - 20 X 518' SHOULDER BOLT P-4196 2 STEEL 1/4• • 20 X 2 7/8' HWH BOLT H042512- 2 STEEL 1/4' . 20 X 3/4• HWH NUT 16.42500- 2 STEEL 1/4 • 20 - 1 DIAPUSH BAR P -4151 2 ALUMINUM D.O.W./2 - 3• Y ' i• DIA. PULL BAR P -4182 2 ALUMINUM g y OP MS P-4191 2 STAINLESS STEEL SHOULDER BOLT P-4192 2 STEEL 1/4' - 20X5/8• SHOULDER BOLT P-4196 2 STEEL 114" - 20 X 2 7/9' < FOR PANIC DOOR > S P ANIC PULL P4304 2 ALUMINUM y S SHOULDER BOLT P -4192 4 STEEL 1N - 20 X 518• PULL PLATE EI-0051 2 6063 -T5 11 Y IIII SHOULDER BOLT P-4192 4 STEEL 1l4• - 20X 518' S 1' DIA. PULL BAR P-4182 2 ALUMINUM V SHOULDER BOLT P4192 4 STEEL 114*- 20 X 5l8' < FOR STANDARD DOOR > 3 POINT LOCK P -2150 1 VARIOUS (WTM OUOE a SCREWS) • . RITE. 4015 & 4016 2 POINT LOCK P -2151 1 VARIOUS LN Im GUIDE i SCREYV3) Y ADAMS RITE M$11180 FACE PLATE P -2112 1 ALUMINUM y S KEY CYLINDER P -2607 2 VARIOUS (WITH TRIM RING) Y TESKY: ST -1300 LOCK BACK PLATE E1 -0353 1 6003 - T5 FOR 3 POINT LOCK S THUMBTURN P -2909 1 VARIOUS (WITH TRIM RING) Y TESKY ST -1310 FACE PLATE SPACER E2-0360 3 POLYETHYLENE FHMS FN1040 2 STEEL 111012 x 2 1? FOR HOOK LOCK FHMS FM06013 3 STEEL 6632 a 318' Y FOR FACE PLATE < FOR PANIC DOOR > S EXIT DEVICE P -2382 VARIOUS FLAT FILLER El 1088A t 8063 -T5 ©00R43PAOC. 1A8N1WCAE MPH STRIKE. GUIDE 8 SCREWS) 2 1/7 a 7W a 3 718' FOR DOOR JNAB ANCHOR PLATE E t - 1071 2 6083•T5 ' NOTE:' CITY FOR MAXIMUM SIZE '�1/4,2:*x- •�'W' 8 I!? x 7l5• x 3 71 - FOR HEAD REy 1383CRIPTION BY °ATI A - - - • AN•PUCATlON A.01 03/101 D.O.W. = DOOR OPENING WIDTH D.O.H. = DOOR OPENING HEIGHT NOTE t = AS REQUIRED L 19 / `e. ll._ �l J --- l.. SD SELECTION PART ® LOOSE PART 'N,' I A 1.1 ® OPTION PART Y: COLOR 9 $GATED 8 RBI OHM C • • ,• MEET t8 0W19 31304 0 • • -• FOR ALT QA $ BCM 1yiA E rg.mm000ae • DOA 7/310 C Y 35H MIT 03111195 Ni 15 OF . • FINISH ANODIZED 8 PAINTED SIZE AX.: F.H. -17 -0' OR 9 - 0.0.W.. - 0' D.O.H. • 6 .0' SEE GLASS OPTIONS ON SHEET 9 2 3/8' SYSTEM 35H HURRICANE 00011 1 UTTER DESCRIPTION PAIR DOOR u• , •.r PART UST A nn • r 1 0 ra' DESIGN PRESSURE 70 PSF SCALE: 3/8' - 1' -0' DESIGN PRESSURE 90 PSF SCALE: 3/8' = 1' -0' ELEVATIONS WITHOUT TRANSOM - AU. SIZES NOTED ARE MAXIMUM SIZES: SIZES SMALLER IN WIDTH AND PERMITTED BY CODE • [•j.Q -- 11 IA'. moon moos —a _ SU. RASPING suinintuoto moon mom wr mama pa) — Mime 72 RS WOO =eV OR .3/1• . s OM Oat waa EiurAo AMOCO • OR 3 :�-rw 1000 . U .= MOM M EM v O R a aae � e.a �.. a rt- r .a. h a.a. O :: COMM mao ro IA omet 6.1 a for aim v mom MO Oa il IMO NM MC MUD oft OM. MNIPMNI MAW NB Mt* Piroouare anoo e+)vr :drrw.r. Ammpimm 412211. failings, NI NOW MIX wMOM MC 41181716 • w •/ ns-w EnOOOOOOr1 ... r�Os " SlwOO•P MOON aNwer MOON) OR Offing r .... OM 1 ► /M/O 11S Of IS • T. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Glass Tech Engineering, Inc. 8469 NW 70 Street Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 othe Florida Building Code. DESCRIPTION: Series 2046 Aluminum Window Wall System — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 96-26, dated 06/15/96 with revision E dated 11/23/02, titled "Series: 2046 Impact Window Wall System ", Sheets 1 through 6, prepared by AI-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 00- 0524.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0328.01 Expiration Date: September 11, 2003 Approval Date: December 26, 2002 Page 1 • • • Glass Tech Engineering, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 96-26, dated 06/15/96 with revision D dated on 07/08/02, titled "Series: 2046 Impact Window Wall System ", Sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 1 specimen of a series 2046 aluminum window wall system with lam. glass composed of two lites of %" HS glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3358, dated February 13, 2002, signed and sealed by Luis A. Figueredo, P.E. 2. Test reports on 1) Large Missile Impact Test per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a series 2046 aluminum window wall system with lam. glass composed of two lites of'A" annealed glass„ prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3370, dated February 14, 2002, signed and sealed by Luis A. Figueredo, P.E. 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Structural load Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a series 2046 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1492, dated October 3, 1996, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous approval 00-0524.03) C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 8/14/02, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. E -1 ManSel Per Product Control °' er NOANo02' .01 Expiration Date: September 11, 2003 Approval Date: December 26, 2002 • • Glass Tech Engineering, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 99 -0302.04 issued to UBC Chemicals Corporation for their "Uvekol — Liq. Resin to Adhere Glass" dated 02/08 /01, expiring on 02/08/04. E. STATEMENTS 1. Statement letter of conformance, dated August 14, 2002, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 14, 2002, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 3358, issued by Fenestration Testing Laboratory, Inc., dated February 22, 2002, signed and sealed by Luis A. Figueredo, P.E. 4. Laboratory compliance letter for Test Report no. FTL- 3370, issued by Fenestration Testing Laboratory, Inc., dated February 22, 2002, signed and sealed by Luis A. Figueredo, P.E. F. OTHER 1. Notice of Acceptance No. 00- 0524.03, issued to Glass Tech Engineering, Inc. for their Series 2046 Aluminum Window Wall System — Impact Resistant, approved on 09/14/00 and expiring on 09/11/03. E -2 4O �t7 Manuel Per Product Control E i" r NOA No 02 -0328.01 Expiration Date: September 11, 2003 Approval Date: December 26, 2002 • • • 8' AT CORNERS N 18' MAX. HEAD/SILL D.L OPO. SEE SHEET 2 D.L 0P0. SEE SHEET 2 AL OPO. SEE SHEET 2 1 MAX. MULUON SPAONO SEE CHART SHEET 3 2 OR 3 ANCHORS TYPICAL ELEVATIONS AT EACH SIDE OF MULUON-^" ^ � SEE SHEET 3 NOTE: FOR SPECIFIC INSTAL ATIONS CHECK AND HIGIO.WT T GUMS SELECTION FROM TABLES ON MEET 2 AND MULUON AND ANCHOR CAPACII1ES FROM TABLES ON SHEET 3. THE LOWEST OF THE HIW0.10HTED VALUES WILL DETERMINE THE DESIGN LOAD RATING OF THE SPECIFIC CONDMDON SELECTED. FOR '0' PANELS CONSULT GUESS TABLES ON SHEET 2 AND USE ANCHOR SPACING AS SHOWN ON FIEVATION AT RICHT. 8' SEE SHEET 2 [s � 18' MAX. AT CORNERS SERIES -2046 IMPACT WINDOW WALL SYSTEM STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. SEE SHEET 3 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. L TH3 PRODUCT 5 DEMOTED TO COMPLY WITH THE HIGH VELOCITY HURRICAIM ZONE OF THE 2001 11.091 IA BUILDING Cam. ALSO FOR WIND LOADS AS PER ABLE 7-88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7-98 AS REQUIRED 8Y PREMIUMS MMD1110 CODE 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL. IN CONTACT WITH ALUMINUM TO BE PANTED OR PLATED. HEAD /SAL D.L OPO. £*1r W1. TiMIATOW1 FA9000 STRUCIEWES FLA. � 111557 V 101 I; 1:13 Mt CI sheet 1of 8 a • 0 1/4' MN. CLASS .080 POLYESTER LAYER .010 PET FILM .080 POLYESTER LAYER 1/4' ANN. GLASS GLASS TYPE 9 /18" OVERALL SAFETY -PLUS LAMINATED BY BY GLASSLAAI N.G.A. INC. 0.1.0. D.LO. WIDTH GLASS DESIGN LOAD CAPACITY - PS? NOMINAL MIMI. 0.LO. ANNA 24' 30' 35 42' 48' 54' 60' 24' 30' 38• 42' 48' 54' 24' 30' 38' 42' 48' 54' 24' 30• 35' 42' 48' 24' 30' 35 42' 48' 24' 30' 35' 42' 24' 30' 38' 42' 24' 30' 38' D.La LENOTF 78' 84' 90' 98' 102' 108 114' 120' GLASS TYPE 'A' OR.( +) & INT.( - 85.0 09.0 88.0 78.2 88.7 58.3 52.2 85.0 85.0 85.0 76.5 82.4 54.4 65.0 85.0 85.0 72.0 588 50.8 85.0 85.0 85.0 88.0 58.9 85.0 85.0 84.4 84.5 53.5 85.0 85.0 85.0 84.2 85.0 85.0 82.4 81.3 85.0 85.0 79.3 VALUES SHOWY ABOVE ARE MAXIMUM DAYUTE OPENING 01615. FOR GLASS. SEE MUUJON CHARTS FOR MULUON CAPACITY. GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIME. D.L.O. WIDTH 24' 30' 38• 42' 48' 54' 60' 88' 72' 24' 30' 38' 42' 48' 54' 00' 68" 24' 30' 38' 42' 48' 54' 24' 30' 38' 42' 48' 24' 30' 38' 42' 24' 30' 38' 24' 30• 36' 24' 30' 24' 30' 24' 24' 24' D.L0. LENCTF 30' 38' 42 48' 54' 80' 68' 72' 78' 84' 90' 98' CLASS TYPE 'B' EXT.( +) & IM.( -) 05.0 55.0 85.0 85.0 85.0 55.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 65.0 88.0 85.0 88.0 85.0 85.0 85.0 65.0 85.0 55.0 85.0 85.0 85.0 85.0 88.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 GLASS CHARTS 1/4' NEAT STN. GLASS .100' INNER LAYER F8M UVEXO.'S 1/4" HEAT STR. CLASS GLASS TYPE .550' OVERALL GLASS LMOPMIED BY BY 0LAS5 TECH ENCR. INC. GLASS DESIGN LOAD CAPACITY - REF NOMINAL DIMS. 35' 42' 48' 54' 80' O.L.O. IJTNCIF 24' 30' 38' 42' 48' 54' 24' 30' 38' 42' 48' 54' 24' 30' 38' 42' 45' 24' 30' 38 42' 48' 24' 30' 38' 42' 24' 30' 38' 42' 24' 30• . 38' 84' 90' 98' 102' 108' 114' 120' CLASS TYPE 'C O•(4) & OR.( -) 100 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Dryr: D KUMAYOUN I� P88000 STRUCTURES M CA. 783 1 001 App as "'°''e.8 Ida IM 1IO,W 0��84d') JJ. slat 201 6 • MILLION LOAD CAPACITY - P2F NAL D018. sr 45' 48' 51' 54 57' 80' 63' 66' sr Or 39' 42' 45' 4TP 51' 54 39' 42' 51" 39 42' 45' 48' 39 42' 45 48' 39' 42" 45' 39' 42' 39 FRARE HDOHY 54' 90' 102 108' 114' 120' 126' 132 135' RUUDON OR.( +) 6 Oft.( -) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 922 88.3 100.0 100.0 100.0 100.0 100.0 100.0 95.4 90.7 88.3 100.0 100.0 100.0 100.0 892 65.0 100.0 100.0 100.0 100.0 94.1 88.9 100.0 88.9 100.0 100.0 95.4 89.5 100.0 97.1 90.7 85.0 80.4 83.9 78.2 78.8 73.0 88.8 TO VERIFY GLASS CAPACITY SEE MASS CHARTS ON SHEET 2. MULLION CAPACITY CHARTS • (ANCHOR CHARTS OPTION /1 (2) ANCHORS TYPE 'A' AT EACH SCE OF MUUJON OPTION 1/3 (2) ANCHORS TYPE'B' OR 'C AT EACH 3490 OF MULUCII OPTI4 A2 (3) ANCHORS TYPE 'A' AT EACH SCE OF YIIUON TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1 /4' TAPCONS INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' TAPCONS DIRECTLY INTO MASONRY 1 -1/2' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 114_30_03_114:_3' ELF ORILTJNG SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK. STEEL : Fy - 38 KSI MIN. ALUMINUM : 6063 -TS MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) : 00. HUWYOUN FAR000 STRUCTURES F1A PE / 18557 CAR == X111/. 1r(+64111E•412 U. NOV i;.��; si ATT 9 7 4 11. (611991 3 51 • 6 ) 1' ANCHOR DENON LOAD CAPACRY - P35 EXTERIOR ( +) AND 181Q50R ( -) OPTION /1 OPTION /6 OPTION 9 95.3 100.0 100.0 882 100.0 100.0 823 100.0 1002 S 77.4 100.0 100.0 72.9 100.0 100.0 88.8 100.0 100.0 852 97.8 100.0 81.9 92.9 100.0 59.0 85.5 100.0 58.3 84.5 100.0 882 100.0 100.0 828 100.0 100.0 77.1 100.0 100.0 72.3 100.0 100.0 n 90' 88.0 100.0 100.0 84.2 98.4 100.0 802 $1.3 100.0 57.8 88.7 100.0 55.1 82.8 100.0 83.4 100.0 100.0 77.4 100.0 100.0 72.3 1'.' 1 ,, 87.8 41 / 100.0 p) 632 t .. .. • 60.21 57.1 852 100.0 54.2 81.3 100.0 78.5 100.0 100.0 722 100.0 100.0 88.0 100.0 100.0 102 83.8 952 100.0 60.0 90.0 100.0 55.7 35.0 100.0 74.1 100.0 100.0 d ip 88.8 1 0 100.0 ' 84.2 86. ) 100.0 80.2 90.3 100.0 58.7 85.0 100.0 70.2 100.0 100.0 1 1 14' 85,2 97.8 100.0 60.9 91.3 100.0 57.1 85.8 100.0 V 68.7 100.0 100.0 120. 51.9 92.9 100.0 572 68.7 100.0 54.2 81.3 100.0 39' 63.5 95.3 100.0 42 128' 59.0 88.5 100.0 45' 55.1 628 100.0 39' 80.8 91.0 1002 42' 1 �, 58.3 84.5 100.0 39' 138' 58.0 57.0 100.0 • MILLION LOAD CAPACITY - P2F NAL D018. sr 45' 48' 51' 54 57' 80' 63' 66' sr Or 39' 42' 45' 4TP 51' 54 39' 42' 51" 39 42' 45' 48' 39 42' 45 48' 39' 42" 45' 39' 42' 39 FRARE HDOHY 54' 90' 102 108' 114' 120' 126' 132 135' RUUDON OR.( +) 6 Oft.( -) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 922 88.3 100.0 100.0 100.0 100.0 100.0 100.0 95.4 90.7 88.3 100.0 100.0 100.0 100.0 892 65.0 100.0 100.0 100.0 100.0 94.1 88.9 100.0 88.9 100.0 100.0 95.4 89.5 100.0 97.1 90.7 85.0 80.4 83.9 78.2 78.8 73.0 88.8 TO VERIFY GLASS CAPACITY SEE MASS CHARTS ON SHEET 2. MULLION CAPACITY CHARTS • (ANCHOR CHARTS OPTION /1 (2) ANCHORS TYPE 'A' AT EACH SCE OF MUUJON OPTION 1/3 (2) ANCHORS TYPE'B' OR 'C AT EACH 3490 OF MULUCII OPTI4 A2 (3) ANCHORS TYPE 'A' AT EACH SCE OF YIIUON TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1 /4' TAPCONS INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' TAPCONS DIRECTLY INTO MASONRY 1 -1/2' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 114_30_03_114:_3' ELF ORILTJNG SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK. STEEL : Fy - 38 KSI MIN. ALUMINUM : 6063 -TS MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) : 00. HUWYOUN FAR000 STRUCTURES F1A PE / 18557 CAR == X111/. 1r(+64111E•412 U. NOV i;.��; si ATT 9 7 4 11. (611991 3 51 • 6 ) • • • TYPICAL ANCHORS !FETAL STRUCTURE SEE ELEV. FOR SPACING I /a' IAN. THICKNESS WOOD BUCKS NOT BY GLASS TECH, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1/e TAPCON. INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' TAPCOt4S DIRECTLY INTO MASONRY 1 -1/2 MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- J14 SMS OR 1/4 S€ F DRILNG SEIM INTO METAL STRUCTURES (STEEL OR ALUMINUM I /6' MIN. THICK.) STEEL :Fy- 36KSIMIN. ALUMNUM : 6063 -T5 MN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) SEALANTS: PERIMETER OF GLAZING BEADS TO FRAME AND MULLION SEAMS TO BE SEALED WITH GE 1200 SEALANT ON EXTERIOR ONLY. FAp: ON. HIPIAYOUN I 11557 ►A110X %#.. P M uy rant FFGvI Io 96 -26 ShOln 4 o 6 ITEM N0. PART NUMBER WART= D88CRIPTION NATUWL MANP.fIvP L000550100 (1! O E5 1 01-001 AS READ. FEMALE FRAME 6063 -T8 - 2 01-002 AS READ. MICE FRAME 6063 -T5 - 2A 01 -005 AS REQD. MALE FRAME 6063 -1/6 - 3 01 -004 AS READ. GUZN0 BEAD 6063 -15 - 4 TR -427N AS READ. GUZINO GASKET NEOPRENE TREIIDO 5 995 AS READ. GLAZING COMPOUND SMUG NE DOW CORNINO 8 V2212 - MACRO TAPE (3/8' X 3/81 - NORTON p 5 ea V2204 - GLAZING TAPE (1/8' X 3/61 - NORTON 7 #12 X 1 - 1/2' - FRAME ASSEMBLY SCREWS - SMS OR SELF DRUM 9 - - 1/4' -20 X 2 -1/4' MS - - 10 - - 1/4 NUT - - 11 - - 1 -3/18 X 4-3/8' X 1 -3/16 X 1/8' CHANNEL STEEL - • WPC& ANCHORS SEE ELEV. SPACING v. • • V. • • ..• • :.. • r 1/4' MAX. SI M 1 -3/18 X 4-3/8 X 1-3 /8 X 1 UNIT WIDTH EXTERIOR 1/4' X 2 -1/4' BOLTS W/ NUTS 0 6' FROM ENDS & 18' 0.0. Figr: Mt. MAIMOUN 0�E6 FAR000 S CAN. M.0 821'1117 11 • FEMALE FRAME (GT -001) MALE FRAME (GT -002) 5.003 MALE FRAME (GT -005) GALZING BEAD (GT -004) 4.375 STFFI CHANNFI REINFORCEMENT Env: OM. HUMAYOUN rAIPOO SMUCTUNII RA A ita B ?007 MIA PRODUCT CONTROL NOTICE OF ACCEPTANCE YKK AI' America Inc. 5630 Gwaltney Dr. Atlanta ,GA 30336 Your application for Notice of Acceptance (NOA) of: "YHS -50" Flush Glazed Storefont System - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately.. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0315.02 EXPIRES: 09/05/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDINI 140 WEST FLAGLER STREET. SUITE 160., MIAMI. FLORIDA 33130 -15 (305) 375.2901 FAX (305) 37S -2903 CONTRACTOR LICENSING SECTION . (30S) 375.2527 FAX (305) 375-235S CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (30S) 375 -390$ PRODUCT CONTROL DIVISION (305) 3754902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITI • NAL PAG S F • R SPECIFIC AND EN RAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved 'by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 10/26/2000 Us04S000I1gc20000t mPtsnslnodca acceptance corer pagadoc Internet mail address: postmaster ®buildipggodeonline.com Francisco J; Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildineeodeanline.co► • YICK AP AMERICA ACCEPTANCE No.: _0(2)..0 13 0 APPROVED OCT 2 6 2000 EXPIRES : Se nternber vy NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0713.04, which was issued on September 30, 1999. It approves an aluminum flush glazed storefront system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series YHS -50 Flush Glazed Aluminum Storefront System -Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No YHS -50 titled "YHS -50 hurricane storefront " Sheets 1 through 14 of 14 prepared by manufacturer, dated 03/24/99' and Iast revised on 09- 12 -00, signed and sealed by CA. Williams, P. E. , bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum storefront system, limited only the maximum height (span) and mullion spacing; for the Design Pressure Rating shown in approved drawing. 4. INSTALLATION 4.1 The aluminum storefront system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 1 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance • 6.1.2 The Notice of Acceptance of series 3511 storefront door, applicable to this storefront system. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. hk • Lea Ishaq I. handa, P.E. Product Control Exami• Product Control Division 2 of 3 EXPIRES : SeptembeuS `3 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not incompliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office 5. Any of the following.shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and foliowe' by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, steal' be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. l sue► i . L1.e.Kl a Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 YKK AP AMERICA ACCEPTANCE No.: 0a-03I 0 OCT 2 8 2000 APPROVED TYPE$ CONTENT$ =ELI GENERAL COVER SHT. & GENERAL NOTES 1 . ELEVATIONS Nt GLASS CHARTS ELEVATION WITHOUT REINFORCING + CLASS CHARTS 2 GLASS CHARTS FOR SYSTEM WITHOUT STEEL REINFORCING 3 ELEVATIONS WITH STEEL REINFORCING 4 GLASS CHARTS FOR SYSTEM WITH STEEL REINFORCING 5,6 GEN. DETAILS GLAZING DETAILS • 7 DETAILS TYPICAL DETAILS 8 DETAILS FOR DOOR JAMBS 9 REINFORCING & ANCHOR DETAILS . ANCHOR DETAILS 10 STEEL REINFORCING DETAILS - 11 ANCHOR SCHEDULES 12.13 - MATERIAL UST BILL OF MATERIALS 1 INDEX OF DRAWINGS • RO S ® TABLE OF CONTENTS & GENERAL NOTES GENERAL NOTES: ® 1 a. (ESIGN PRESSURE RATING IS +70 PSF, —90 PSF WITH STEEL REINFORCING)AND +50 PSF, —70 PSF WITHOUT REINFORCING (WITH SAF —GLAS GLAZING OPTION). POI wC110 max /a *7 muss 0114 MAW 1 b. DESIGN PRESSURE RATING IS +68 PSF, —86.3 PSF WITH STEEL REINFORCING AND ® +46 PSF, —60 PSF WITHOUT REINFORCING (WITH DUPONT SENTRYGLAS GLAZING OPTION). 2. THESE UNITS MEET THE IMPACT TEST REQUIREMENT PER THE SOUTH FLORIDA BUILDING CODE AND NO SHUTTERS ARE REOUIREQ. 3. ALUMINUM ALLOY ON ALL STRUCTURAL MEMBERS SHALL BE 6063 —T5 WITH A MINIMUM YIELD STRENGTH OF 23K51. ALL PRODUCTS -WITH THE MARKING "YKK AP AMERICA" AND ® "DADE COUNTY PRODUCT APPROVED" ARE IN COMPLIANCE WITH THIS SPECIFICATION FOR STRUCTURAL MEMBERS. 4. MAXIMUM GLASS DAYUGHT OPENING (DLO) SHALL NOT EXCEED 58 1/2" IN WIDTH OR 114 3/8" IN HEIGHT FOR SYSTEMS WITH STEEL REINFORCING. AND 48 1/2" IN WIDTH OR 108 3/8" IN HEIGHT .FOR SYSTEMS WITHOUT STEEL REINFORCING. TO DETERMINE GLASS TYPE CONSULT THE GLASS CHARTS LOCATED ON SHEETS 2. 3, 5, & 6 OF THIS DRAWING SET, WHICH ARE BASED ON TABLE 35 —E OF THE SOUTH FLORIDA BUILDING CODE. HOWEVER, OTHER CONSIDERATIONS OF THE BUILDING CODE. REGARDING THE USE OF SAFETY GLASS. ETC. SHALL BE APPUED AS NECESSARY. ALSO. GLASS MANUFACi SHALL BE CONSULTED FOR THEIR RECOMMENDATIONS. 5. SHOP DRAWINGS PREPARED BASED ON THIS APPROVAL AND TAKING INTO ACCOUNT THE SPECIFIC JOB CONDITIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS PART OF THE PERMIT DOCUMENTS. IT OM foIu/12AD Jo APPROVED AS COMPLYING WITH THE SOUTH FL�10 WILDING CODE DATE t.L 2G 1 2 0/00 BY 15 I • 4.1.4,4 PRODUCT CONTROL DIVISION BUILDING CODE dONPWWCE OFFICE ACCEPTANCE NO. pd-03 ►5. POMO roll YCTRO -aa use ONLY Amur et YHS -50 HURRICANE 3TO8EfR010 tut Y AKr1G, Rs. Sato issisET OrK ArJ u. KOasA 3x330 SAC NONE tacrivroi TABLE OF CONTENTS & NOTES 11~04 APO sm. YHS -30 6 TT WM 1? MR t d 14 J IJL B.0 Y. 3/24/!! C:\SYSOvsCSVWS50\00CCVMS30001.1111100 O1.0 Height *if In Inehea Calculated 01.0 Width 'W' at Ces Pressures In Inches (mu a 46.5) 40 psi ` 45 pit S0 psi' 5S psi • 60 psi 24 45.3 46.5 48.5 41.5 45.5 30 45.5 48.3 45.3 45.5 46.3 35 45.3 45.5 46.5 445 45.3 42 45.3 48.3 45.5 45.5 " 48.5 45 45.5 45.5 48.5 45.5 45.5 34 45.3 45.5 45.3 48.5 45.3 45.5 50 46.1 48.5 48.1 45.5 56 45.5 48.1 45.5 45.5 48.5 72 • 48.5 45.5 45.5 45.5 46.3 15 48.S 41.5 41.3 45.5 44.6 54 45.3 45.5 45.3 45.5 41.4 90 48.5 45.5 48.2 43.1 36.5 95 45.5 ' 47.3 45.2 41.0 38.2 102 45.3 44.5 42.5 35.5 34.1 32.2 105 MAX 45.5 41.9 40.0 35.4 _ • 105 MAX a CO to CLO Heigh b ln:hes 0 (507 � 4 -2' ( MAX. MULL. SPACING MAX. MULL SPACING DLO "W1" GLASS CHART 1 Calataled OLOW11d81 W at Cosign Y: Annealed cis Ptestiues +0.052 SeririGlan In ItCltes f 48. C AIiIEJAEL EE:1,111 J!+ EO•lU?,>tx.111 X711111 11111 Ilfl >•fCaEE: 1 E:>♦ 111L3:! ■ fC>L1i IIC.�. f11MC�>•flfC! ti E! 31EZ7 41111♦ -MI IMILAN NC= Wan NUM EMI ELMS MA= NUM Eli IILLAIELL1' IlUa MIMI nail E.:L>•EMI EELAu u E�)E�EIE Wall' •r >•E31• Wall EAM MUM 'L ENE f11 Ei>!7 42 20.0 410 21.0 DLO "W2" 1 0.0.W. (7' -0" MAX.) UNLIMtTED WIDTH r1 1.1 y YHS-50 SYSTEM WITHOUT. STEEL REINFORCING I I y / / / / / -- - GLASS CHART 2 A 4' -r (507 t 4' -2' (507 MAX. MULL. SPACING MAX. MULL SPACING ELEVATION WITHOUT STEEL REINFORCING SCALE:3 /8' = 1' - 0" MAX. DESIGN PRESSURES (+50 psf, - 70 psi) WITH SAF -GLAS GLAZING OPTION bia MAX. DESIGN PRESSURES (+46 psf, - 60 psi) WITH SENTRYGLAS GLAZING OPTION W Heat 30'. Glass + 0.05? senhyOlas Design Pressures NOTE 1: THIS CHART APPUES TO GLASS SIZE ONLY. GLASS CHARTS ® PRESSURES ABOVE 50 PSF ARE APPUCABLE FOR INTERIOR (NEGATIVE) PRESSURES ONLY, AND EXTERIOR (POSITNE) PRESSURE MUST NOT EXCEED ABOVE +50 PSF IN ANY CASE. DLO "W3' 5 DLO "W4" (48 1/2' MAX.) SEE NOTE 1 TIP. s M 0 0 GLASS CHART 01.0 Haight 'H• In Itches • 24 Calculated Ol0 Width W at Design Ptsssmes In Indus (max a 48J) 40 psf 45 psi 50 pat 3S 9st 00 psf 45.5 45.3 45.3 30 35 42 48 54 50 88 72 T8 54 45.5 45.5 90 95 102 108 MAX 41.5 48.3 45.S 45.5 485 45.3 45.3 445 445 45.5 45.5 453 45.S 46.3 45.5 48.5 45.3 45.5 443 48.5 45.3 46.5 _ 45.5 48.S 46.3 _ 48.5 443 45.5 45.5 48.5 41.3 48.5 45.5 45.3 45.3 46.3 45.3 48.3 443 45.5 45.5 45.5 441. 41.5 45.3 41.3 45.3 41.3 48.5 46.5 48.3 445 48.S 445 45.5 _ 45.5 48.5 41.5 48.5 45.5 45.3 45.5 48.5 45.5 48.3 45.5 48.5 • .411.5 41.3 411.3 W Tampered Glass + 0.032' SenlryGlas Des19n Pressures ELEVATION NOTES; ®1. THIS SYSTEM IS DESIGNED TO ACCEPT 1/4" CUSS, + Cupp SENTRYGLAS COMPOSfTE (0.052' THICK). OR 7/W AND 9/16' SAF- GLJA.S BY SECURITY ; HEAT TREATMENT AS 752 CLASS CHARTS AND TO MEET LOCAL BUILDING COCE REOUIREME'f'S. 2. GLASS TO METAL ADHESNE SHALL BE OCW 995. 3. DOOR DETAILED HERON IS: -YKK MODEL 35H (PER CURRENT METRO -DALE N.OA)- REFERR TO SPECIFIC DOCUMENTS ON THIS PROOI,C'.' FOR FURTHER INFORMATION. 4. FOR GLASS TYPES REFER TO CLASS CHARTS CI THIS SHEET AND SHEET 3. LEGEND: DI0- DAY LIGHT OPENING D.O.H.s DOOR OPENING HEIGHT D.O.w.' DOOR OPENING WIDTH F.H.- FRAME HEIGHT MAX.= MAXIMUM TO USE THESE CHARTS: 1. LOCATE THE APPROPRIATE CHART FOR THE GLAS SPECIFIED ON THE JOB. 2. LOCATE THE COLUMN CORRESPONDING TO THE lPPUCABLE DESIGN WINO LOAD PRESSURE. 3. FIND THE ROW CORRESPONDING TO THE MAXIMU.1 DLO HEICHT OF A SINGLE LATE (DIM 'H") FOR THE GLASS IN CASE. 4. THE INTERSECTION OF THIS ROW AND THE COLll4N FOR THE WINO LOAD INDICATES THE MAXIMUM DLO WIDTH (01M *WI FOR THE GLASS. 5. EXAMPLE: THE PROPOSED GLASS I5 1 4 _ANl ELEQ GLASS + 0.052 SENTRYGLAS LAMINATE. THE MAXIMUM WINOLOAO PRESSURE IS -50 PSF. ANO THE MAX IMUId PROPOSED DLO_ SIZE IS 36" WIQE_ANO 60` HIGH. UNDER GLASS CHART #1 . FOR THE 1/4" ANNEALED GLASS + 0.052 SENTRYGLAS. LOOK FOR THE INTERSECTICN OF THE ROW FOR 80" (DIM "H7 AND THE 50 PSF COLUMN. 37' IS THE LARGEST ALLOWABLE DLO WIDTH. WHICH IS GREATER THAN 35 ". THUS THE GLASS IS ACCEPTABLE FOR THIS A COMPLYING V TH1 SOUTH NIRJOA BUILDING CODE DATE 14, Z oo0 BY 14 Let I • tJ a tel• 3L • . 0 pot rc1110 Goa R +d ii BUILDING COOE L OMPUANCE OFF CE TANCE NO. Qd- a31 S S 43 11013a0140 ra uc-so -aa Vsc a *may° of MOAB at Mrt J.U1. 9.C.u. 3/2 G:\ SYSOvtM , n.a V n♦ n.r>Aras 50002.0wO • GLASS CHART #4 01.0 Height " . In Inches 48.5 48.5 24 30 36 42 45 54 80 68 72 75 64 90 96 102 108 114.38 1W1X Calculated OLO Width W at Design Pressures In Inches (max a 48.5) 40 psf 48.5 48.5 48.5 48.5 48.5 48.5 48.5 48.5 46.3 48.5 48.3 45.8 42.7 40.2 38.0 35.9 45 psf 48.5 48.5 48.5 48.5 48.3 48.5 45.5 48.3 47.6 43.9 40.8 38.1 33.1 31.1 35.7 33.8 31.7 30.0 50 pal 48.5 48.5 46.5. 48.5 48.5 48.1 44.1 40.7 37.8 35.3 29.4 21.8 53 psf 45.5 48.3 48.5 48.5 48.5 48.5 48.3 - 45.1 41.3 38.1 35.4 33.0 31.0 29.2 27.5 28.0 80 psf 48.5 48.5 48.5 48.3 46.3 48.5 45.4 41.2 37. 34.9 32.4 30.2 28.4 i8J 25.2 23.5 85 psi 48.5 48.5 48.3 46.5 48.5 44.3 40.3 38.7 33.8 31.0 28.8 26.9 25.2 23.7 22.4 70 psf 48.5 48.5 46.3 45.3 48.3 42.9 35.5 33.1 322 29.7 27.8 25.3 24.2 22.7 3/1 r Annsaled Glass + 0.070 Payarbonate + 3/18' Annealed Glass Design Pressures GLASS CHART #6 OLO Height ' x In Indies 24 30 36 42 48 72 75 84 90 96 102 108 114.38 MAX Calculated 01.0 Width W at Design Pressures In Inches (max s 45.3) 40 psf 46.5 48.5 48.5 48.5 48.5 46.5 46.5 48.5 48.5 48.5 48.5 48.5 48.5 45.5 48.5 48.5 43 psf 48.5 46.5 46.3 45.5 48.5 483 48.3 48.3 48.5 48.3 48.5 48.5 48.5 48.9 48.5 48.5 • 50 psf 48.5 48.3 45.5 46.5 48.5 48.3 48.5 48.3 48.5 35 pat 48.3 48.3 48.3 46.3 48.3 48.3 45.5 48.3 48.5 48.5 45.5 48.3 48.5 45.5 48.5- 48.5 80 psf 48.3 48.5 48.3 45.3 48.5 48.5 48.3 48.5 48.5 48.5 48.5 48.5 48.5 483 48.5 48.5 65 psf 48.3 _ 48.5 48.5 70 psf 48.3 48.3 48.3 48.5 48.5 46.5 46.5 48.5 46.5 48.5 48.5 48.5 46.3 48.5 46.7 44.1 45.3 45.3 45.5 45.5 48.5 48.5 46.3 45.3 45.3 46.5 48.5 48.5 46.5 45.5 45.5 48.5 48.3 47.4 44.8 42.3 4 3L1XHeat Str. Glass ± ua Poycarbonats +JL15' Heal Str. Glass Design Pressures ® WITHOUT STEEL REINFORCING MAX. DESIGN PRESSURES ( +50 psi, - 70 psf) 1114-SAE i AS G LAZING OPTION MAX. DESIGN PRESSURES ( +46 psf, - 60 psf) WITH SENTRYGLAS GLAZING OPTION L NOTE 1: THIS CHART APPUES TO GLASS SIZE ONLY. GLASS CHARTS PRESSURES ABOVE 50 PSF ME APPUCABLE FOR INTERIOR (NEGATIVE) PRESSURES ONLY. AND EXTERIOR (POSMVE) PRESSURE MUST NOT EXCEED ABOVE +50 PSF IN ANY CASE GLASS CHART #5 01.0 Height "Ti* In Inches 24 30 3e 42 48 54 50 48.5 48.5 48.5 46.3 85 72 78 84 90 96 102 108 114.38 mAx Calculated OLO width W at Design Pressures In Inches (max • 48.5) 40 psi 45 psf 50psf 33 psf 80 psi 65 psf 70 psf 48.3 48.5 41.3 46.5 48.3 45.5 45.5 48.5 45.5 48.5 48.3 48.5 48.5 48.3 48.5 46.5 48.5 48.3" 48.3 46.5 48.3 48.5 48.3 48.5 48.5 48.5 48.5 46.5 48.5 48.5 48.5 45.3 45.5 46.5 45.5 ' 48.5 48.5 48.5 48.5 45.8 48.5 48.3 48.5 45.5 48.3 48.3 47.4 44.3 42.3 46.5 46.3 46.5 48.5 45.5 48.5 48.5 48.5 48.5 47.0 44.1 41.5 39.2 37.0. 48.3 48.5 43.5 48.5 48.5 48.3 48.5 48.5 48.5 48.8 43.7 41.0 38.5 38.4 34.4 48.5 48.5 45.5 48.5 48.5 48.5 48.5 47.8 43.9 40.8 38.1' 33.7 33.8 31.7 30.0 48.5 48.5 48.5 48.3 48.3 45.5 48.5 482 42.8 39.8 37.0 34.7 32.6 30.8 29.1 Y: Annealed Glass + 0.070 Poycarbonats + Y: Annealed Glass Design Pressures GLASS CHART #7 A DLO Height In Inches Calculated OLO Width W at Design Pressures In Inches (max a 48.5) 80 48.5 40 psi 45 psf 50 pal 55 psf 60 psf 85 psf 84 911 48.5 48.3 45.5 48.5 41.5 46.5 48.5 46.5 48.3 48.5 48.3 48.5 40.5 48.5 48.5 48.5 41.5 48.5 48.5 45.5 48. 48.3 46.3 46.5 48.5 48.5 48.5 48.3 48.5 465 48.5 48.3 48.5 48.5 48.5 48.5 46.5 48.3 48.5 48.3 46.5 48.5 45.5 45.5 48.5 48.5 48.5 48.5 .48.5 48.5 48.5 42 45 48.5 48.5 48.5 46.3 48.5 48.5 45. 24 48.5 48.3 48.5 48.5 45.3 48.5 30 48.5 48.3 46.5 48.5 48.5 48.5 36 45.5 48.5 48.5 48.5 48.5 45.5 54 48.5 66 72 48.3 48.5 78 90 48.5 48.5 48.5 48.5 102 108 4•.5 48.5 48. 48.5 48.5 48.5 114.38 48.5 48.5 48.5 48.5 48.5 48.5 MAX 70 psf 48.5 43.5 48.5 48.5 48.3 48.3 48.5 48.5 48.5 48.5 48.5 48.5 48.5 48.5 48.5 48.5 Y: Heat Sir. Glass + 0.070 Poycarbcnate • Y.: Heat Str. Glass Design Pressures swrgv0 !r JJJ� mini sr Alii1•e twos APPROVED AS COMPLYING WITH TH SOUTH FL BUILDING CODE DATE a 26, z 0.0 BY l t. - I. Claud PRODUCT CONTROL DIVISION BUILDING COLE G OFFIC ACCgFrAVcE NO.Oo -03'S c R130■111 rat lL -ao[ us[ •v ...... • • TO USE THESE CHARTS: 1. LOCATE THE APPROPRIATE CHART FCR THE CLASS SPECIFIED ON THE JOB. 2. LOCATE THE COLUMN CORRESPONDUG TO THE APPUCABI.E DESIGN WINO LOAD PRESSURE. 3. FIND THE ROW CORRESPONDING TO IHE MAXIMUM OLD HEIGHT OF A SINGLE LATE (01M "H') FOR THE GLASS- IN CASE. 4. THE INTERSECTION OF • THIS ROW AND THE COLUMN FOR THE WIND LOAD INDICATES THE MAXIMUM OLO WIDTH (DIM 'Me) FOR THE GLASS. 5. EXAMPLE: THE PROPOSED CLASS IS 3/16" ANNEALED GUISS + 0.070 POLYCARBONATE + 3/16" ANNEALED CLASS, THE MAXIMUM WINOLOAD PRESSURE IS -55 PSF, AND THE MAXIMUM fROPOSED DLO SIZE IS 30" WIOE ANO 90' HIGH. UNDER CLASS CHART 14 FOR THE 3/16' ANNEALED CLASS + 0.070' POLYCARBONATE + 3/16' ANNEALED GLASS. LOOK FOR THE INTERSECTION OF THE ROW FOR 90" (DIM "H7 AND THE 55 PSF COLUMN. 33' Is THE LARGEST ALLOWABLE 010 'MOTH, WHICH IS GREATER THAN 30 ", THUS THE GLASS IS ACCEPTABLE FOR THIS APPUCATION. • a. N a N 0 0 G 5'- 0 160 ") 5'- 0"(601 MAX. MULL SPACING _ MAX. MULL. SPACING DLO 1 W1" 1 DLO "W2' • 1 11 11 . I 1 1 1 1 1 • 111 YHS -50 SYSTEM WITH STEEL REINFORCING UNLIMITED WIDTH 0.O.1N. (7' -0" MAX.) ELEVATION WITH STEEL REINFORCING SCALE: 3 /11' = I - 0" M AX. DESIGN PRESS — i 1111 - 1 1 11 1 1 11 1 111 1 1 11 1 111 1. ,'411 1 / / 1 1 1 0, ill J�11 s, 5'- 0 "(60 ") E 5' -0 (60 ") MAX. MULL. SPACING MAX. MULL.` SPACING DLO "W3" Ps i f SEE NOTE 1'TYP. sf WITH S - GLAZING ENTRY 010 "W4" (58 1/2 ". MAX.) TION 1 NG 0P ION c H ELEVATION NOTES; 1. THIS SYSTElM IS DESIGNED TO ACCEP! t /4' OR 3/g' CUSS + DUPONT'S SE NTRYGLAS COMP:SITE (0.052' THICK) OR 7/18' OR 9/18' SAF -GLAS 32' SECURITY; HEAT TREATMENT AS PER CHARTS ON SET 5 ANO 6 AND TO MEET LOCAL BUILDING COOE R?UIREMENTS. 2. CLASS TO METAL ADHESNE SHALL eE DOW 995. 3. OCCR DETAILED HEREIN IS: 000R; YKK MODEL 35H (PER CURRENT METRO -DADE N.OA) REFER TO SPECIFIC DOCUMENTS ON TM PROOUCT FOR FURTHER INFORMATION. 4. FOR GLASS TYPE REFER TO GLASS DARTS ON SHEETS 5 ANO 8. LEGEND: DLO= DAY UGHT OPENING O.O.H.- DOOR OPENING HEIGHT O.O.W. = DOOR OPENING WIDTH F.H.a FRAME HEIGHT MAX.= MAXIMUM M i 0 C Ohm MI At -- 0 !QNC010S CNOE APPROVED AS COMPLYING WTTF THE SOUTH FLORIpA BUILDING CODE DATE 0di6 64.4 ZG,2 9 BY 1st.. 1 &a PRODUCTCONTROL DMSION BLALDING CODE COMPLIANCE • ACCEPTANCE NO, QO - 6310 *C w root mcao-orac WE ONLY Yes -50 ELEVATOR 2 tIa Al Allank MC. onartarr mum_ aaw 30134 as AS SHOWN DLO Height x In Inches 58.5 53.8 24 30 38 42 48 54 so 66 72 78 84 90 98 102 108 • 1 t4.38 MAX Calculated DLO Width W at Design Pressures In Indies (mu s 58.5) SO psf 58.5 58.5 58.5 52.8 41.1 37.0 33.8 30.8 28.4 28.4 24.6 23.1 21.7 55psf 58.5 58.5 32 45.6 39.9 35.5 31.9 29.0 28.9 24.4 26.8 24.8 228 21.3 20.0 60 psf 58.5 58.5 '49.0 42.0 36.8 32.7 29.4 26.7 24.5 228 21.0 19.6 85 psf 44.8 58.4 33.8 29.9' 724 20.7 192 70 psf 58.5 50.4 42.0 36.0 31.5 28.0 25.2 229 21.0 19.4 18.0 75 pat 58.5 47.0 39.2 33.6 29.4 28.1 23.5 21.4 19.8 18.1 16.8 80 pat 54.8 43.7 36.4 31.2 x- 27.3 24.8 21.8 19.9 18.2 18.8 86.3 Psf * 53.8 43.0 35.8 30.7 26.9 23.9 21.5 19.5 17.9 18.5 Y. Annealed Glass + 01052' SenttyGias Design Pressures 6s 78 102 DLO Height In Inches Calculated DLO Width W at Design Pressures Y: Tempered Glass + 0.052' SentryGlas lF1'1..Ilii _3/ '[.7.:�[ Tz�.!ME EUMMEMWE VMMUEME: MELIA EUMEMMIE=:JE --- 11111VAIMMIL2ER ErEME s:4: E .EMILL lLLIM MMU:MMELI•E: ME:ElE UMLIJ ELXME: JME UM MMILAMENEMMIEUMW-UMELEMILLEJULLUMELLUMILLIM Ran 58.3 OLLOMMIMEIJIMMAJWILLUME2111 E_lElE.E7 lE.LIIEMIE iEa! >• 58.5 EEMILMIErJE .EE W W W 52- IlLalE± 1 111 *ES E" 53.4 mum MUNI 58. 58.5 .5 58. ; 9 55.1 50.4 1 4.38 58.5 MAX In Inches (mexr 58. 58.S 53.8 520 47.6 58.5 58.5 GLASS CHART #8 GLASS CHART #10 WITH STEEL REINFORCING MAX. DESIGN PRESSURES ( +68 psi, - 86.3 psf) WITH SENTRYGLAS GLAZING CPTION 48.7 44.1 • NOTE 1: THIS CHART APPUES TO G1.A.SS SIZE ONLY. CLASS CHARTS La PRESSURES ABOVE 70 PSF ARE APPUCABLE FOR INTERIOR (NEGATIVE) PRESSURES ONLY, MO EXTERIOR (POSrTNE) PRESSURE MUST NOT EXCEED ABOVE +Z0 PSF IN ANY CASE. GLASS CHART #9 D4.0 Height In Inches 24 70 psf 58.5 30 36 42 48 58.5 58.5 58.5 54 60 66 72 78 84 90 98 102 108 114.38 MAX Calculated 010 Width W at Design Pressures In Inches max = 58.5) 50 psf 58.5 58.5 58.5 58.5 58.5 58.5 58.5 58.5 58.5 58.5 55.6 41.8 48.2 42.5 40.1 37.9 55 psf - 58.5 58.5 58.5 58.5 585 58.5 58.5 54.5 50.4 46.8 43.7 41.0 38.5 36.4 34.4 80 psf 58.5 58.5 58.5 58.5 58.5 58.5 58.0 32.7 48.3 44.8 41.4 38.8 38.2 34.1 32.2 " 3L4 85 psf 58.5 58.5 58.5 53.8 48.9 44.8 41.4 38.4 35.8 33.6 31.8 29.9 28.2 58.5 58.5 58.5 58.5 58.0 50.4 45.8 42.0 38.8 38.0 33.8 31.5 29.8 28.0 28.4 75 psf 58.5 58.5 58.5 58.5 58.5 52.3 47.0 42.8 39.2 38.2 33.8 31.4 29.4 27.7 26.1 24.7 80 psf 58.5 58.5 58.5 58.5 58.7 50.4 45.4 41.2 37.8 34.9 32.4 302 28.4 26.7 86.3 psf 58.5 58.5 58.5 58.5 52.5 48.7 42.0 382 35.0 323 30.0 28.0 28.3 24.7 25.2 Z3.3 23.8 Y Heat Sir. Glass + 0.052' SerdryGlas Design Pressures GLASS CHART #11 a 78 108 DLO Height 'Ff In Indies 114.38 MAX Calculated DLO Width W at Design Pressures In Inches (max = 58.5) 58.5! INNIEMIE:IJt ELUL E: >tIILAIl a.�E:'E1E: a. �E MI. I•E:..I>tEEEl�� r r, r . r. r _NI_IIIF1FIFi MMILIMMILEMOLEMILLUMOLUMMUERWILMIELUMEIUM MMEAMMOLEMEEMILLIMILIM mammiammam mmuammuummEmmmlummEnmmmuam 58.5 mum MIMAMMELLUMLIMILLUMOLLUILIAMELMIEEMMILUM IFLEMMEIN as 58.5 wax 58.5 58.5 MEMO MMILDIMMOLEMILIMILLEMILIAMEMMOMMEEMOKLIJO ESE: u r tlr tlE. mmum E ;: SE E MMIUMMEMMILUMELLUMLEMIEEMMEAMMEUMMELIM U &a 58.5 583 583 555 MUM MIEN 58.5 58.5 58.5 318' Tempered Gass + 0.052' SentryGlas 40 4 i IsIQ 50367 • t STATE CF TO USE THESE CHARTS: 1. LOCATE THE APPROPRIATE CHART FR THE GLASS SPECIFIED ON THE JOB. 2. LOCATE THE COLUMN CORRESPONDING TO THE APPLICABLE DESIGN WIND LOAD PRESSURE. 3. FIND THE ROW CORRESPONDING TO THE MAXIMUM DLO HEIGHT OF A SINGLE UTE (DIM 'H FCR THE GLASS . IN CASE. . 4. THE INTERSECTION OF THIS ROW AND THE COLUMN FOR THE WIND LOAD INDICATES THE MAXIMUM Ol0 WIDTH (DIM 1N') FOR THE CLASS. 5. EXAMPLE THE PROPOSED GLASS tS 1/4'. HEAT . STRE4GTHNED CUSS + 0.052' SENTRYGLAS LAMINATE, THE MAXIMUM WINDLOAD PRESSURE IS -70 PSF. MO THE WUOMUM PROPOSED DLO SIZE IS 40' WIDE AND 72' HIGH. UNDER GLASS CHART /9 FOR TIE 1/4' HEAT STRENGTHENED GLASS + 0.052" SENTRrGLAS, LOOK FOR THE INTERSECTION OF THE ROW FOR 72' (004 11') AND THE 70 PSF COLUMN. 42 IS THE LARGEST ALLOWABLE DLO WIDTH. WHICH IS GREATER THAN 40 ", THUS THE CLASS IS ACCEPTABLE FOR THIS APPLICATION. APPROVED AS COMPLYING WITH THE SOUTH FLORI BUILDING CODE DATE Q'! J 44 24.2 Pao . BY L S L.M 1 • C '4cJ' PRODUCT CONTROL WSW BUILDING CODE t.GMPUANCE OFFICE ACCEPTANCE NO. 0 S - roam rar sc.0 -0#40c WIC 0 3X Y16-50 Guns CHART FOR LUVATION 2 SWANS lulaCt THS -50 VIM A, SwaRr► INC. sass .~,uses► eetac AsLA1RA. ateetaa MSS ,i/►OVcs R Irmo H ryT JJAA e.CrL l 3 /24/115 aaai NCI * tc11 f Calaea CLO wan W at Nair PreSSUreS h kid= (cm a515) - . - III; Aka ',ow t 45 pd mist 66 car 7O OIL 75 pd 60 pd 88 psi 90 pd 515 55.5 515 515 58.5 513 58.5 513 315 513 545 mmyyssisyRs210111 ;;;;;;;famai uniim#00 anyii,;;;;;(4:a ;;;;;;;;;;Win; i ;; ; ;; ; ;; #0 1# 1 ; P e V Q P N rl h Ml O 4 0 0 1f 1 0 0 f mmomymaWARi GLASS CHART #12 A • QIJ_ 'Ff In Inches 24 atiJder' Wan VV at COngi unarm • hIrdsOrme5 40 pd 515 45 pd 513 513 S3 pd *5 eDOd 65 pat ` 58.5 70 pd 513 - 73 pd 515 eDpd , e3 pd 515 515 515 _ 515 5114 410 432 420 37.8 ' 310 338 3Z7 36:1 332 2114 218 27.5 *7 210 252 94.5 235 23.3 U8 2z0 21.8 21.0 214 212 118 110 90 pd 515 5113 - 513 515 917 30 36 48 80 66 72 7e 84 90 9e 515 5a3 515 515 513 515 55.5 515 515 515 515 315 515 5a5 515 515 515 515 37.8 934 513 515 58.2 48.3 55.5 57;4 4112 411 57.1 478 408 317 •314 454 41.2 37.8 34.9 324 312 214 la 108 1x38_ MAX 38.5 58.5 as sro 526 413 413 427 432, 310 369 515 57.1 51.9 47.8 439 458 at 311 ' 336 31.7 310 55.5 529 411 44.1 40.7 37.8 313 at 31.1 214 27.3 511 418 411 41.3 3d 384 no Ito 292 273 210 gal 252 - 448 403 367 as 310 318 219 212 237 224 429 ad 311 322 211 27.5 are 362 227 313 34.4 31.3 28,7 *5 218 210 • 21.5 Law ArrldedCams +0070 Fttontants +SI18'AmalistGas t31r� Pltsus -GLASS CHART #14 A CtO Heat 'Ff In Inchon 114.36 Max Cakt/ated OLO VHdh W al Omip i Pressing h 1rd1es 3116' Had St. Gass • 0.070 Fdycata+ets • 311r Had Str. Gass RUN -: ELL A' 1111110l•E �IIE::LIE_ 30 38 48 ESE lE E ESE Wail ILIA ELIA i1111111W111111 Er' ILIA E Ilik_E 31 Eel 11111EM1111EEEI 11111C>•E E E':�i E E 90 102 108 Ems was 55.4 IQJCTJ cm! I LTA 1J E'er! EEJ MUM E'! �5 E E E C1E was ELL. I was �lwa 'ILIA lELLS SLIM E:-1! E. pE it Kam Ea) Ea Alum E: �! 11 11META Ir I 511 Rail EMI W.-.1 E ESA :� Waif Mall s r sus wax ivragi t55_T Eall Mail SLIM E:�I Rail Kai F!• L 36 1 55 A IIP-L111 E:» Ei! 1111_1 Rail EJE3n LEN -; ELIM E:LIN &ILE M ILLI ICU 0 ILLS CblIIIQSIEJ Lan Mail M E:.L7CTSC�I> W-U1 EzEE E: tip 1.0 40 IC.LI is 448 IIIEJfE� 54.1 51.1 523 464 44.1 423 36a 80 pd 44,4 325 420 34.0 308 WITH STEEL REINFORCING MAX. DESIGN PRESSURES ( +70 psf, - 90 psf) WITH SAFGLAS GLAZING OPTION NOTE 1: THIS CHART APPLIES TO GLASS SIZE ONLY. CLASS CHARTS L1 PRESSURES ABOVE 70 PSF ARE APPUCABLE FOR INTERIOR (NEGATNE) PRESSURES MUST NOT EXCEED ABOVE + PSF IN ANY CASE. ) tS PRESSURE GLASS CHART #13 A GLASS CHART #15 A 01.0 Hart '1f In tees Cala{eted CLO Wan W at Dew Preswas htrl+es(rrat 513) Hoot 9r. Gam + 0.070 Pdytarbanta • s Hest Sur. cues 40 pd 45 pd So pet 56 pd 60 pd 88 pot 24 515 58.5 513 55.3 345 58.5 30 515 58.3 515 513 515 Say 30 102 313 55.3 58.5 513 515 55.5 1066 58.5 515 513 515 515, 58.5 114.38 565 58.3 543 58.4 as 515 Max 70 o 75 pi 60 pd as Sai 545 515 313 5615 3 585 513 515 515 513 58.3 58.9 510 58.5 530 529 85 pd 90 pat Deno Pressures I as as 56.5 515 &LS 57.3 54.1 51.1 338 504 478 44.9 ' G tk- " I NQ 50367 • =• STATE OF Ie TO USE THESE CHARTS: 1. LOCATE THE APPROPRIATE CHART FOR THE GLASS SPECIFIED ON THE JOB. 2. LOCATE THE COLUMN CORRESPONDNG TO THE APPUCABLE DESIGN WINO LOAD PRESSURE - 3. FIND THE ROW CORRESPONDING TO THE MAXIMUM DLO HEIGHT OF A SINGLE UTE (DIM 'H') FOR THE CLASS IN • CASE 4. THE INTERSECTION OF THIS ROW AND THE COLUMN FOR THE WINO LOAD INDICATES THE WORM DLO `MOTH (DIM 'W) FOR THE CLASS. .. 5. EXAMPLE THE PROPOSED GLASS IS 1/4' ANNEALED CLASS + 0.070 POLYCARBONATE + 1/4' 1WNEJILED GLASS. THE MAXIMUM WINOLOAD PRESSURE 6 -75 PSF, AND THE MAXIMUM PROPOSED DLO SIZE IS 40' WIDE ANC 72• HIGH. UNDER GLASS CHART 113 FOR THE 1 /4' ANNEALED CLASS + 0.070' POLYCARBONATE + 1/4' ANNEALED GLASS, LOOK FOR THE INTERSECTION OF THE ROW FOR 72' (DIM 'H7- AND THE 75 PSF COLUMN. 42' Is THE LARGEST ALLOWABLE DLO MOM WHICH IS GREATER THAN 40'. THUS THE GLASS IS ACCEPTABLE FOR THIS APPUCATLON. APPROVED AS COMPLYING WITH THE SOUTH FLORIpA SUft.DLNG CODE DATE ' 24 L- Z do r BY l �g I G 44� PRODUCT CONTROL WWI BUILDING CODE dOMPUANCE OFFICE ACCEPTANCE o3F £ i ITSTOr e11303• Los 1t11ro-coot l aatr 1Mi -50 1101 eee. le10 00113.001/ ta>rK ARNIM NMI MOS r od JcsovTar GLASS CHART - FOS 61LVA210N S rlt•W ABM Ths -50 • watt es a . E2 -0081 1/4 ' GLASS + 0.032' COMPOSITE 1/4f GLAZING DOW 993 SANE SEAIJJIT E2 -0042 • ® DUPONT SENTRYGLAS GLAZING OPTION 3/8' GLASS + o.032' SENTMOUS COMPOSITE 3/8' GLAZING INTERIOR DOW 993 SILICONE SEJHJ1tir EXTERIOR GLAZING OPTIONS 3/16' GLASS + 0.070' PCI CM8ONATE + 3/14• GLASS DOW 993 SILICONE SE. L NT 1 /4' CUSS +0.070' POLYCARBONA7E + 1/4' CLASS 7/16' GLAZING 9/16' GLAZING ® SAF -GLAS BY SECURITY s ea DW -� GLAZING OPTION Cr s ; .. ` t NQ 54367 S \S of 'J s _ 0 lavam MI Al au0 e ra DOME 993 SILICONE SEALANT 1470e0 0101 lan APPROVED AS COMPLYING WITH T& SOS{ FLORA ILDING CODE DATE Bal - ZG,? dos BY 1 SLM 1_,C PROOUCT CONTROL DIVISION BUILDING CODE dOMPL LANCE OFFCE ACCEPTANCE NO.P - O / .02. • • — — ram rsnko-orot um max A.•f .r Met OP /ACA. ea stsa 0v&TIC PC Anna. warm 3U Baas YMS -30 1/2 iaavnw GLAZING DETAILS oire 4 rood •r YHS -30 0 M•WO I aw@ 111 J3A [ 4.C.4. 3/24/01 7 of 14 GNSYSOwa \TH1160V1 XV/610007J> FASTENER Ih AI SIZE ALLOWABLE SHIM SPACE 1/4' DIA. 1/4' 3/8' DN. 3/5' 0 0 0 14 J EXTERIOR E2 -0081 • E9 -0608 alb O E2 -008 SEE ANCHOR SCHEDULE ON SH. 11 ALL: 1/4' 1YP. 9 -0603 E9 -0601 INTERIOR SECTION —0815 ( n — 0618 E1 -1071 • 12 SEE ANCHOR SCHEDULE ON SH. 11 & 12 0 AU. HEAD & SILL ANCHOR LOCATIONS CONT06.10US 00W 795 SEALANT INTERIOR E1 -1068A A 0. 995 mow O ALL ANCHOR LOC. SEALANT 2 1/2' D.LO. SEE CHART 8.1 FOR IIAX SHDI SPACE E2-008 1 E9 -0604 EXTERIOR 15/32' * ACCESS HOLE FOR /12zr' SCREWS 1/4' -20 X 3/4' HWTCS TYPE ..F.. (HF- 2512 —Wl) 9' 0.C. STAGGERED 2 1/2' 0.LO. FRAME MOTH 15/32' ACCESS HOB DOW 995 SIUCONE SEA FOR /12x1' SCREWS SEE ANCHOR SCHEDULE ON SH. 11 0.LO. —0605A E2-008 ..a0 01111110 C r .•:•• E9 -0604- 0.LO. y • V NQ 50367 • CHART 8.1 12 SECTION SEE CHART 8.1 FOR MAX SHIN SPACE NOTES: 1. WEEP HOLES W SILL FLASHING 3/8' DIAMETER LOCATED 8' 0. C. OF act MULLION. 2. WEEP HOLES 114 SILL I/IL/BER LOCATED 2' AND 4' FRCP EACH EAI0 AND WATCHED INTO SILL FLASHING DURING ASSDIBLY. not AP AMOSCA. tK saw or.L1►a4 O$VC A + �� •� A1UKVA, COMA SOW :nTa s ai Y140 -50 )WUICANt 3TORUENT 1/2 2 1/2' rnwa *AGM t1141ST01 teR AT Dross r<3110 oNOt MICR APPROVED AS COMPLYING WITH TH SOUTH FLORWA BUILDING CODE GATE & 6 -t 2G, 10 00 BY PRODUCT CONTROL DIVISION BUILDING CODE LLOMPLUANCE CFRC ACCEPTANCE NO. O O /S •o2- AMMO Ia1 rc'ro -Doc use oar DETAILS 0 THS -50 a►K•CS AT MAIM IT 141C J.UI. L.C.Y. 3/24/99 •14531300 Dat 9 of 14 en _ /12x 1' PPHSIIS TYK A8. TYPICAL D.LO. 2 3/32 7/8' 15/34' ACCESS HOLE FOR 1 SCREWS E9 -0304 (UO0 1ED) E9 -0805 4 ! 4 ._. I I Air 4111.111.1.1 E9 - 0508 x• w'! -0084 E2 -0081 110x5/8' PPHSIS TYPE 8 O.LO. 3 7/r 4 I or • in E9 -0504 (MCC .._-.74-0) .I...01 DOW 995 E E2 -0084 f - '� � � i' -0084 •iiic7.1 .,.. 4 i - ,1..„, 2. ;11:11iimo FF taoe F� � PANSIS TYPE A8 TIPIC . L. -� I T CE 8 ' PPNSiIS 0.LO. El -1042 2 1/2' 7/8' SECTION 3/32' 15/32' ACCESS NOM FOR /t2x1' SCREWS 1/4 X 314' NNRCS TYPE ••r (NF 2312 -W1) r C.C. STAGGERED D! O 1/4' -20 X 3/4' HWTCS TYPE "F" CHF 2312 -W1) 9' O.C. STAGGERED • 1104' • E9 -0226 E2 -0081 DOORS ! TRANSOM GAZING Pootcr SHOWN TON SEE YORE DUALS Or AN L CORRESPONDING NCR= Or MOS *not GIP Itid.Nxw INAVS4 MO= APPROVED AS COMPLYING MATH SOUTH FLORI BUILDING CAGE DATE DG 2G, 000 BY 4.4. PRODUCT CONTROL OMSION BUILDING CODE 60MPLIANCE OFF1 E ACCEPTAHCENO.� - IS' ' t1/30 w /011 It io -GAO[ UR 00 Y14-50 toot AP MONO. r1C. U WL1 CY OIMC Mum, GLOOM SAM 0008 DAUB DETAILS YNS -3a l r.Nwo a raw a rut IJA ram 3/24/99 — Duni In ._____.. 0 ,mo A .114 2 1/2' 2 1/2 2 1/2' 1/4--20 X 3/4' HWTCS TYPE 'r (HF 2512 -W1) '(9' O.C. STAGGERED) 1 1/2' 1 1/2 2 1/2' ANCHOR TYPE PER ANCHOR SCHEDULE ON SHEET 13 1 2 1/4' AI1CtiOW TYPE PER ANCHOR SCNENEDUI.E ON SHEET 13 2 1/2 1' PC 1218 41, 2 1/2' i H + ii ' i ►' 1 -- "�� i 1l�r1. Ii 1111 1�11�R�N1 IHI IN1��1E1�1N1 1 1/2' 1 1/2• 2 1/2' 1 2 1/2 USED ONLY FOR INSTALLATION INTO W000 2 1/2• PC -1424 E2-008 Et -1062 E2 --OC8 E9-050 REINFORCED VERTICAL A MUWON -0094 Ct I6 (e( .(v0 1/4' -20 X 3/4' HWTCS TYPE "r (HF- 2512 -W1) 9' 0.C. STAGGERED 001 tiu C ••~— i � � • NQ 50367' • • STATE OF av •t•mi>1a • it0 AT GLASS O MONO ow l nam MAX DESIGN PRESSURES A +70 PSF —90 PS- ea Iccarnos •i •f MAYM MOOR Y01 -S0 THS -30 APPROVED AS COMPLYING MA TH8 SOUTH FLORI BUILDING COLE ▪ DATE oe. 2G,J eY I <1.41_ l .C444 PRODUCT CONTROL DIVISION BUILDING CODE 6.014PWV4CE (FFICE ACCEPTANCE NO. Gb-03!S IIrs8M FOR IC10 -d6CC LOC ONLY TU At MCOI1'A. IIC. SL10 MALTNET OR1YC REINFORCING DETAILS 1/2 0 Offilly0 n MOM n wt a 1 IL ALA , B.C.Y. 1 3/24/411 10 .114 IA3Ai - . .l I -4 A ANCHOR 11PE PER ANCHOR t1A SCHEIXJLE 011 SHEET 12 PC 1216 • • • E2 -008 • MAX DESIGN PRESSURES ® +50 PSF —70 PSF • 1 • 11411111 WW1 MOM f011 1s1104110C iac Oar nor i• AVOCA sr. ALARM MOM UM ANCHOR DETAILS YNS -50 OPINED IT w 3? Mtt J.1A LCJ1. t 3/2 APPROVED AS COMPLYING MN THE SOUTH FLORIpA BUXOM COOS DATE IOCI4 2a•2" BY cLi* lyt.�J PRODUCT CONTROL OffiSION BUILDING CODE 4OMPLIANCE OFFICE ACCEPTANCE Nast -b3(S o Z D INV 11 of 11 c . \ \ WIXVId10o11.owo CONORION MINIMUM EMBEDMENT W000 CONCRETE JAMB/HEAD PERIMETER 3' 1 3/4' • SILL FLASHING 3' 1 3/4' El fl El J 0 • 0 0 In aim ANCHOR FASTENERS 2 1/2' - 3' -11 1/2' D.LO. 1 1/2" I 12.3. 2' , JAMB YIRLON ANCHOR (E9 -0604) 124 X 4 1/2' SCREW OR 1/4' it 4' TAPPER WSONRY ANCHOR REQURED ONLY W000 INSTALLATION SILL FLASHING ANCHOR (E9 -0616) 3/8' LAC SCREW w/ — '- -- a - p FLAT WASHER OR 1/4• i 2' TAPPER MASONRY ANCHOR HEAD ANCHOR (E9- 0601) 124 X 4 1/2- •.. SCREw OR 1/4' • 4" TAPPER MASONRY ANCHOR � O • 'THRESHOLD CUTTER ANCHOR (0-o3o2) 114 It 1/2 PPINMS TYPE A8 smarm ANCHOR (E9- -0613) A 114 s t t/2' PPHSMS TYPE AB Gtr ..1 2 ' 3' I TT 3 1/4' 1 1/2' • 1-t- 1 I 2_ FOR ANCHORING 2. SEE CHART 12.1 FOR 2.2. CONCRETE MUST BE AT TOP AND BOTTOM. 2.3. CONCRETE MASONRY BE FILLED WITH GROUT. 6 -10 t /4' O.LO. SEE DOOR N.O.A. FOR R'S ANCHORING / 1 1 \ / 1 1 \ 1 1 I 1 .1 kr j/ L 1 \ I I \ , 1 1 C \` 1 1 / L__ I I _J UNITS AT SIDES MUST SEE DOOR 14.OA FOR IT'S ANCHORING 7'-0 O.o.W. ANCHOR NOTES: I . FOR ANCHORING INTO_W ) S1IRSTRATF; 1.1 TWO 2X W000 BUCK ARE REQUIRED TO ACCOMODATE MIN. EMBEDMENT AS PER CHART 12.1 RNRO CCN VFTE; MIN. EMBEDMENTS 3000 PSI CONCRETE MIN. CHART 12.1 TT 2 1/2' -11 1/2' O.LO. 2 1/2' 2• • TT II 1 1/2' 11/2' I� f rx; 3' 1 2 ELEVATION WITHOUT STEEL REINFORCING SCALE:3 /8' a 1' — 0' ANCHOR SCHEDULE MAX. DESIGN PRESSURES (+50 psf, — 70 psf) WIT A.—GI "t-S GLAZING OPTION MAX. DESIGN PRESSURES +46 psf, — 60 psf) WITH SENTRYGLAS GLAZING - OPTION Les, A 3' -11 1/2' O.LO. AOOMONAL REQUIRED ONLY H W000 MSTALLATiCN TT 1I —a 2 1/2' • C 0 N '0 0 0 a 0011 /t • • v s MQ 50. • • t. STATE av 1011 C MEMO /C 4r 4 O POI rcRO astmecor w MOM ICI 0/010 -00011 INC 00l1 t • Mame APPROVED AS COMPLYING WITH 1 SOUTH F1.43111 )UILOWC DATE 6ea. 76 BY ISLE 1 •�r -- k. PROOUCT CONTROL DIMON WILOWG CODE 6OMPUANCE OFACE hcCEPTANCE CONDITION MINIMUM EMBEDMENT . W000 CONCRETE JAMB /HEAD PERIMETER 3' 1 3/4' SILL FUSHING 3' 1 3/4' io • Ora N • • — • - • • - - -t] - ANCHOR FASTENERS El 0 ram El Ora C 0 • c4I 0 O 0 2 1/2' • h • ea al 37 1/2' D.L.O. r 31 4' ADORIONAL ANCHOR REQUIRED ONLY IH WOOD INSTALLATION El SUL PUSHING ANCHOR (E9 -0118) 3/8 ' LAG SCREW W/ - FIAT WASHER OR 3/5' X 2' TAPPER MASONRY ANCHOR d dia ^LEAD ANCHOR (E9 -0601) j24 X 4 1/15 SCREW OR - 2 3/B' X 4' TAPPER MASOR1F'ANCHOR 1HRESHOLO OMER ANCHOR (E9 -0502) 114 i 1/2' PPI6141 TYPE AB SU. GUTTER ANCHOR (E9 -0e15) j14 R 1 1/2 PRISMS TYPE AB JAMB IIULUON /IHCHOR (E9 -0604) 124 X 4 1/2' w000 SCREA OR 3 /e' X 4' TAPPER MASONRY ANCHOR A 2 1/2' 37 1/2' 0.L0. 1 ITT 1 2' 1 1/2' f i 1 1/2' 2' MAX. MAX. 2 1/2' 2' 2' 1 1 2' 1 1 2' 111 1 r7 17 2• 2 I 1 111 7 II i / 1 1 / 1 1 ANCHOR NOTES: �. FOR ANCHORING INTO W000 SUBSTRATE; 1.1 TYPO 2X W000 BUCK ARE REQUIRED TO ACCOMODATE MIN. EMBEOIIENT AS PER CHART 13.1 2_ FOR ANCHORING INTO CONCRETE 2.1. SEE CHART 13.1 FOR MIN. BASEMENTS 2.2. CONCRETE MUST BE 3000 PSI CONCRETE MIN. AT TOP AND BOTTOM. 2.3. CONCRETE MASONRY UNITS AT SLOES MUST BE FILLED WITH GROUT. 82 1 /4' 0.L0. SEE DOOR N.O.A. FOR R'S ANCHORING SEE DOOR N.0A FOR ITS ANCHORING 7' - 0' EL AM CHART 13.1 Pi u 2 1/2' 57 1/2 0.LO. ELEVATION WITH STEEL REINFORCING SCALE:3 /8' a 1 - 0' ANCHOR SCHEDULE DESIGN PRESSURES (±70 psf, — 90 psf) WITH _SAE_—_ GI A71NG QETION DESIGN PRrESSURES +68 psf, — 86.3 psf) WITH SENTRYGLAS GLAZING OPTION 9 37 1/2' 0.LO. 3 /e 2 1/2' 2• 2' 1 22 ' I I 2 m 1-r1- - rrr 111 Moo N Ora ouliatn, ADDITIONAL REQUIRED ONLY Wood MISTAwTION STATE OF 'L. 0'O APPROVED AS COMPLYING 1MTH THE SOUTH FL CA BUILDING CODE DATE 6 - 2(0 2 eos BY 1C 41 1- (IAA ., PRODUCT CONTROL OMS10N BUILDING CODE T MPUANCEOFFICE ACCEPTANCE N0. d‘O-O 3 /S. 0"- MOM IOR 1 1113 -0000 USC OILY ANCHOR SCHEDULE 2 110110 MOM ms -so - � ALA. . B.C.Y. 1r 3/24/1 0 113 of , _ DESCRIPTION PART* MATERIAL BASIC DIMENSIONS COLOR REMA:K REV . EXT. GASKET E2 -0081 EPOM BLACK EXT FCR L4" GLASS EXT. GASKET E2 -0082 EPCM BLACK EXT FCR V8' & 7 /16'3L E X T . GASKET E2 -0083 EPOM BLACK EX; FCR S/16' GLA D INT. SILICONE SPACER E2 -0084 EPOM BLACK SIDE BLOCK E2 -0094 EPDM BLACK SETING BLOCK E2 -0080 EPCM BLACK I q�.r. �.. :: : PP SMS (AB) PC -1216 a�i�_�yr�w�a.� ��,.� j ; ! W •titt'�S+a r roZO • s i 7► Y VMMIZ: s i1.s5V .+ i SAE GR 5 STEEL #12 x 1' ZINC PL FOR SCREW SPLI f1E FP SMS (F) FF -t0C8 SAE GR 5 STEEL #10 x 112 ZINC PL FOR GLAZING PCCCE T FILLER PP SMS (AB) PC -1408 SAE GR 5 STEEL #14 x 12' ZINC PL FOR THRESHOLD PP SMS (AB) PC -1424 SAE GR 5 STEEL 014 x 1 12' ZINC PL FOR SILL HW HMS (F) HF- 2512 -W1 SAE GR 5 STEEL 1/4" - 20 x 3/4 TYPE F ZINC PL FOR STEEL REINF WEN OCCUR ~ • 4:., , , -` `41 I :, tk <FOR INSTALLATION IN CONCRETE> .7 : �-V �{ �� 7 ?.4 s:4 �y 5 -.T�/ r r t...r a r s J #- �'A. }S%` , C - ••i�J k' -. -'+6 r. � .i.w�M }*�'1- 1Yilllastwtaem HH RAWL TAPPER 1/4" x 2 " FOR SILL FLASHING MO REINF) FPH RAWL TAPPER 114" x 4" FOR HEAD AND JAMB(W/O REINF) HH RAWL TAPPER 3/8 x 2" FOR SILL FLASHING (WI REINF) F�PiPH�s7,RR,fAJ!�Wy.. TAPPER - 318' x 4" FOR AND JAMB(W/ REINF) P i:i7'RiI�� F Y'Ri� KK L " ='r:,: -:z: "' ,�} �yL��y1 . Ar.ri a P .. :s✓1lw i _Y -.... .. ti: ,. _. tyir - s�.T_!�..r�w -' 1 ' 1 � '.175:. - {},'�F �� : 1�. �..M ��r'+�'. <FOR INSTALLATION INTO W000 LAG SCREW SAE GR 5 STEEL 3/8" x 3" FOR SILL FLASHING D FPH WOOD SCREW . SAE STEEL #24 x 41/2" FOR HEAD AND JAMB D • , • ti 1" --t :,;.,_ - , Wi.: ( G � R 1� 5 - 7 5� { ' . .. - y+t y� �� +dl�i;v �y� { -- -• .= r . " ; DOW 795 SILICONE FOR PERIMETER CAULKING DOW 995 SIUCONE FOR STRUCTURAL CAULKING - ,.. r - , -J".il �, - '- - - - ... . -- . -- -J� -_ - ..L ---- -- : a1_. -J 7 � "-� ; `�lYf� -- S r 'r• ' • _ - L....-...__ . Li_ ' . "I( 7— :ti.t � _ ._._. .-77 - •-•-T,7 l..'a' . ir k ,. . 1 7 -� -� I I � .------7-7 \l �" 7 f . , l - a-n ' _- .' �r'7c�'. -`` 717 .r , i ' ` 7� j Y`�__i J .1 r • h 3? i'. ... .1 ; �' ;;;1 - ; '. , : t - r� 1r i . l -., t "' . - L'r✓ % Ly.� , 'r ' it '� --^- .--->;'_ X .'! ° ` 1 ` �� - : -;.'. ''i - ,. � a . i -jam ;11 xgt; te r . .-r. 1 - , 7 r I I i - _ - ✓i� S - = -t 7 'iZ Y l ,:..-7-771-] .1 S . .�►�, :�� " ...,,��y;J) UU y . �� `� � 1 j am' [ � , ' � � -_ �� :53 .. h'k1f['�.� 6 ,,l,1: . .I$, r:.�.` i �..�R;St � r� �.+x' NOTE : APPROVED AS COMPLYING WITHTHE SOUTH FLORIDA BUILDING CODE REV DESCRIPTION BY DATE DATE A 147.6e-ti 26, 2 ooe A NO CHANGE . JIA 6/30199 PRODUCT CONTROL OMSION 8 PER M/DACE REVIEW DFM. 8/31/99 BUILDING CODE dOMPLtANCE OFFICE - C REV FOR ALT GLASS BCM 11/23/9 ACCEPTANCE N0. DO - 03 /S ^ • 0.1-- 0 PER M /DACE REVIEW BCM 9/12/00 egi LOOSE PART 4 . YHS -50 0 SELECTION PART - a CKD 8Y pP OPTION PART Y: COLOR INDICATED �t f J.I.A. BY B.C.M. DATE 3/25/99 SHEET NO. 14 Of 14 " . DESCRIPTION < STOREFRONT> HEAD SILL. HORIZONTAL - GLASS STOP JAMB MULLION GLAZING POCKET FILLER SILL FLASHING IMO 411 aiallIMINISMIMPOAra MATERIAL LIST SHAPE 0 MATERIAL I BASIC DIMENSIONS REMARK E9 -0601 I 6C63 -T5 2 1 /2' x 5" ''� E9 -0615 6C63-T5 2 1/2' x 5' E9-0603 E9 -0608 E9 -0604 E9 -0605 E9•O606 E9 -0616 MMUS ORM 4 IMMO 6063 -T5 6063 -T5 6C63-T5 6063 -T5 6063 -T5 6063 -T5 PART LIST FILLER PLATE STEEL. R"�EINFORCING SILL FLASHING END DAM E1 -1062 E1 -1070 E1 -1063 DESCRIPTION PART # MATERIAL ANCHOR PLATE E1 -1071 6063 -T5 6083 -T5 ASTI'SA 1 ALUMINUM DEPTH BILL OF MATERIALS FOR SINGLE GLAZING 211'x5' laggieffingtanineaSelhafg 1 7/16' x 2' WSIMINSMORKOMMIKUM 212'x5' _ 2 11' x 5' BASIC DIMENSIONS REVISION A 1 3/8" x 3 7/8" REVISION A 5/8'X ISEWINGINOMM10463101 INIMIIIMMONNOMAIMSOMMOMMCAM . . ee ;• WISMOVIVitedU f eI h REMARK 7/8 x 3 7/8" x 6 12" (FROM EXT. E9 -C614) 7/8" x 3 7/8" x 212" (FROM EXT. E9 -C614) x412'x3/16" L - -FH - 65/8" 5 1/4" SYSTEM YHS - 0 DESCRIPTION HURRICANE STOREFRONT W/iY Iii aJ FINISH PAINTED OR ANODIZED gX . �T"A,: 1�� HARDWARE N/A iligaahlatirVaik SlitSOMMINIMINISIMIMP GLAZING SEE ELEVATION SHEET ytM PART LIST G:`SYSCWGSWHSSMDACE1YHS5C • 5,ARRv ENE4L NOTES: INCLUS IONS: 1) SERIES 2046 FIXED IMPACT RESISTANT WINDOWS BY GLASS TECH ENGINEERING. ( 2" x 5" SYSTEM ) ( N.O.A. 02-0320.01 ) 2) SERIES 354 MEDIUM STILE DOORS IMPACT RESISTANT BY YKK (2 1/2" x 5" DOOR FRAME ) ( N.O.A. 02-0221.01 ) 3) SERIES YH5-50 FIXED IMPACT RESISTANT WINDOWS BY YKK (2 1/2" x 5" SYSTEM ) ( N.O.A. 00 0315.02 ) 5) FINISH SHALL BE : WHITE E.S.P. 6) DOOR HARDWARE: (AS TESTED AND APPROVED) a) STANDARD PUSH/PULL HANDLES b) EXIT PANIC DEVICE c) STANDARD BUTT HINGES. d) ADAM RITE THREE POINT LOCK SYSTEM AT ACTIVE PANEL. e) ADAM RITE TWO POINT LOCK SYSTEM AT INACTIVE PANEL. f) BUMPER THRESHOLD. ( MILL FINISH ) g) SURFACE MOUNTED CLOSER RS 4) GLASS SHALL BE : a) 9/16" LAMINATED GLASS MADE OF 1/4" 4.5. GREEN TINTED GLASS AT EXTERIOR - INTERLAYER ( "UVEKOL ") 1/4" H.S. CLEAR GLASS AT INTERIOR. b) 1/16" LAMINATED SAF -GLASS MADE OF 3/16" 1-45 GREEN TINTED GLASS AT EXTERIOR - .090 INTERLAYER - 3/16" HS CLEAR AT INTERIOR. (FOR DOORS) c) 9/16" LAMINATED SAF GLASS MADE OF 1/4" H.S. GREEN TINTED GLASS AT EXTERIOR - 0.010 POLYCARBONATE 1/4" H.S. CLEAR GLASS AT INTERIOR. 1130(D NE SECOND AVENUE. MI4MI SkQRES, FLO1ID4 33101 XT 1 FOR INTERIOR UNITS SEE SHOP DRAWINGS JOB No. 9936A EXCLUSIONS: a) WOOD BUCK b) PROTECTION OF MATERIAL AFTER INSTALLATION. c) FINAL CLEANING. d) INTERIOR CAULKING. e) MOCK-UP. f) SHUTTERS. g) LOUVERS h) CUSTOM HARDWARE ARCHITECT TO VERIFY ALL WALL CONDITIONS AND WINDOW SIZES AND QUANTITY UN JUN 1 7 2003 a 6 CD 1, I— Cq C I A a � r 0 0 ORION BY: AA cs% BY: 1 1 1 srn ,mc &ENERAL NOTES N.T.S. 0321,03 DAM PRDEn "a 9936 SHEET NO. I OF 23 ■ I GAME ROOM 1 I STAIR I (uiLe) .s' STAIR 1 EVENTS ROOM 1 10IA 1 HALL 1 1$OOKSTORE I 0 0 0 0 1 HALL 1 STAIR 1 g o 58 hi_ 11621 4 02 11661 11641 11651 GROUND FL PLAN JUN 7 2003 l a 6 a m MET : PLANS DE A ORE. BE 1 1 1 1 111% x.((44(49 SCALE N.T.S. 032 103 DAM Na 2 OF23 IFITNESS1 I STAIR ISTAIR ( DINING 440(4 4 SECOND FLOOR FLAN 4 t- Z W m } 4 1 u 6 i 1 w mL: PLANS 3 4118 scALE DAM 032103 DATE: GRAN 9Y: sin � N° 3 GF23 • 1 STAIR 1 4E 1 STAIR 1 L - - - IMP M , 13031 • J 1STAIR1 n (3021 SEM 13 1 RID FLOOR FLAN 310 gI Eill spa JUN 1 7 2003 6 4 1- Z w 0 F- 1 4 m a 7 i 6 u m t a MEET TIM PLANS N.T.$. owiei ex tor.: AA. 032103 ova BY: oil' PROJECT 1° 9936 miM°4 OF 23 4 Z W m 4 a d �d 1 6 m 1 1 1 t a SHEET DU PLANS Salk N.T$. A 032 own rc lam Fl acCT In l936 san rn 5 OF 43 • 40-6" t h TOP OF PARAPET 36' -6" t h FN. FL ELEV. ' 1 24' -4" FN. FL ELEV. y I 12' -2" t h FIN. FL ELEV. 1 0' -0" t h FIN. FL ELEV. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ oRT1 -1 E L V4T r ON 0 4 F- 2 W 0 4 6 u m I LS z - 1 en 11.1 , J , 4 u Z .1 0p� = 3 —J in IL , el en Q F ORION B AA. 1 1 1 MEET TITLE: ELEV. MEAN To.O F ++1GW sole N.T.S. DATL• 032103 DINE: PROacr I. 9936 MEET Na 6 OF 23 46 -1/8" FIELD VERIF! ' $ 46 -1/8' 2' FIELD VERIFY • • ! 1 I III III 1 1 I I I III — I I III I 1 I N 46 -3/4" 46 -3/4' FIELD VERIFY 2" 2' FIELD VERIFY • 1 I I III III 1 1 2" SEE TOP VIEW BELOW 111 -1/8' FIELD VERIFY • (WOOD TO WOOD) Pd: 466.0 PSF -845 PSF KuJ REQ'p. ARCH. MK: WI • NORTH ELEV. GROUND FLOOR 46 " NU. FIELD VERIFY TOP VIEUJ 46 10 FAL FIELD 2' MATCH LINE 4. r av W11 BESIDE O1 t FIN. T 2' - • / SEE TOP VIEW BELOW 1'10 -1/16' FIELD VERIFY (U.XP TO WOOD) Pd: 466.0 PSF -84.5 PSF TOP YIEUJ 2' Ox (UJL(2) REM). ARCH. MK: WI • NORTH ELEV. GROWD FLOOR t a 0 a 8' -0 ' M.O. Si" F.U. • • •• 4 4 1 2u 2' t. 2' —f- 1' 11 1I III 0 Pd: +6614 PSF -845 PSF (5) REM). ARCH. MK» WI • NORTH ELEV. SECOND FLOOR MKS WILA AND WILE AND WI SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. ( 2" x 5' SYSTEM ) ( NDA 02- 0328 .01 ) O.N. Li 6 OW ATM ELEVATIONS Dam e+: AA OICTI 5 1 1 5 a 4E «44(<� seu� N.T.S. DAM 032103 Dbl@ PROECT N0 ` 9936 SHEET � MI 1 OF23 1 1 a • N N wr N • 2" 1 " Pd: 466.3 PSF -12.2 PSF 8 MD. (VERIFY) sat FA 0 MATCH LINE MKS: 100A, 100B,1000, 100D AND 100E BESIDE 2' 1' (S) REQ'D. ARCH. MK: 1W • NORTH ELEV. GROUND FLOOR (UNDER MK W3) W/ DOORS z a N N • 8' -0 ' MD. (VERIFY) • 94' FJA. • • • 2' 44' 2' 441" 2' • 1■ Pd 4663 PSF PSF MKS: 11/2, 1113, 1.114, AND W5 SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. (2'x5 " SYSTEM ) ( NAA 02- 0328.01 ) (42) REM:). TOP OF BEAM OR TOP OF CURB WALL ARCH. MK: W2 (5) • SOUTH 4 EAST ELEV. GROUND FLOOR ARCH. MC: W2 (13) • NORTH ELEV. SECOND FLOOR (ABOVE MC W2) ARCH. MK: W3 (14) • SOUTH 4 EAST ELEV. SECOND FLOOR Pd: +112 PSF -949 PSF 2' Pd: +112 PSF -949 P8F ARCI-1. MK: W4 (9) • NORTH ELEV. GROUND FLOOR M.O. TOP OF CUM WALL (9) REQ'D. 46" FA • • 42' 2" 1" ARCH. MK W5 (9) • EAST AND NORTH ELEV. GROUND FLOOR (20) • SOUTH, EAST AND NORTH ELEV. SECOND FLOOR (B) • SOUTH, EAST AND NORTH ELEV. THIRD FLOOR z w N W C . 3 LL di 8 1 0_ i 6 U u �a u Q 0 W ill rn (NI fn N Q g of z S Q ap E met AA OV Bt 1 1 1141 < IG < scn ,mE ELEVATIONS VALE NLT3. 0321.03 Welt PROAECI e936 MEET 110. 8 OF 23 ■ k 1 11 1 1 1 1 t — W/ STEEL CHANNEL REINF. FULL LENGTH 13 1 1 1 I W/0 STEEL CHANNEL REINF. I 1 I I 1 1 a • N N wr N • 2" 1 " Pd: 466.3 PSF -12.2 PSF 8 MD. (VERIFY) sat FA 0 MATCH LINE MKS: 100A, 100B,1000, 100D AND 100E BESIDE 2' 1' (S) REQ'D. ARCH. MK: 1W • NORTH ELEV. GROUND FLOOR (UNDER MK W3) W/ DOORS z a N N • 8' -0 ' MD. (VERIFY) • 94' FJA. • • • 2' 44' 2' 441" 2' • 1■ Pd 4663 PSF PSF MKS: 11/2, 1113, 1.114, AND W5 SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. (2'x5 " SYSTEM ) ( NAA 02- 0328.01 ) (42) REM:). TOP OF BEAM OR TOP OF CURB WALL ARCH. MK: W2 (5) • SOUTH 4 EAST ELEV. GROUND FLOOR ARCH. MC: W2 (13) • NORTH ELEV. SECOND FLOOR (ABOVE MC W2) ARCH. MK: W3 (14) • SOUTH 4 EAST ELEV. SECOND FLOOR Pd: +112 PSF -949 PSF 2' Pd: +112 PSF -949 P8F ARCI-1. MK: W4 (9) • NORTH ELEV. GROUND FLOOR M.O. TOP OF CUM WALL (9) REQ'D. 46" FA • • 42' 2" 1" ARCH. MK W5 (9) • EAST AND NORTH ELEV. GROUND FLOOR (20) • SOUTH, EAST AND NORTH ELEV. SECOND FLOOR (B) • SOUTH, EAST AND NORTH ELEV. THIRD FLOOR z w N W C . 3 LL di 8 1 0_ i 6 U u �a u Q 0 W ill rn (NI fn N Q g of z S Q ap E met AA OV Bt 1 1 1141 < IG < scn ,mE ELEVATIONS VALE NLT3. 0321.03 Welt PROAECI e936 MEET 110. 8 OF 23 ■ 2 N e_ • Pd: +663 PSF -85i PSF 1 8 2" • F 1 2" • 5" • • r- r (3) REQ'D. ARCH. MK: W6 (I) e EAST ELEV. GROIND FLOOR (l) • EAST ELEV. SECOND FLOOR (1) e EAST ELEV. THIRD FLOOR ANGLE �ORJER W/ / CLADDNG TO COVER STEEL. (PAINTED TO MATCH) • 4 er lie rs Agri. T • • • TOP OF CURB WALL Pd: +663 PSF -85J PSF is-et m.o. 31i° FJU. 2' • • n N (3) REM). ARCH. h9C: W6 (1) a NORTH ELEV. GROUND FLOOR (1) • NORTH ELEV. SECOND FLOOR (1) NORTH ELEV. THIRD FLOOR Pd: +112 PSF -949 PSF MKS: 1.I.16L, W6R AND 111I0 SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. 2" x 5" SYSTEM ) ( NAA 02- 032801) (19) 12EQ'D. ARCH. MK: W10 a NORTH AND EAST ELEV. ROOF FLOOR 4 H Z W e 1 4 a u di 6 Z m 9W TM ELEVATIONS aw• re AA wet re 3 s 1 1 a SCAM N.T.S. OATS• 032103 DATE PROJECT in 9936 SHEET MO 9 OF 23 41" 2" 41&' 2 " 311" 2" is 2 t N • 133' F.W. 21 4Ij ' 2 " 41' • 2' 1' • S N N 11 III 1 111 I11 1 1 1 1 1 111 111 1 111 111 1 i i- • N I I Pd: 465.9 PSF -843 PSF MA. ( Lu&)( 2 ) REM). ARCH. MK: WS (1) e SOUTH ELEV SECOND FLOOR (1) s SOUTH ELEV. THIRD FLOOR 2" 1" O.H. FM SLAB 2 a" 5 N N 2' 1' MKS: WS AND W81 SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. (2'x5 " SYSTEM ) ( N.OA 02- 0328.01) Pd: 465.9 PSF -843 PSF 10'4 MA. 128 ' F.111. (2) REM :). 5" ARCM. MK W8 (I) • SOUTH ELEV. SECOND FLOOR (1) • SOUTH ELEV. THIRD FLOOR S TEEL ANGLE CORNER W/ ALUMNI/1 CLADDINGS TO COVER STEEL. (PAINTED 10 MATCH) Fr. SLAB u z a 6 a. z SHEET TIM ELEVATIONS °R A& o"t& et 1 FtEc <4E <g sae N.T.S. 03103 owe PROW en 9936 NO. 10 OF 23 CS I N FIN. SLAB I'm a = a 0 2' 44. q LE CORNER LW ALUMINUM CLADDING TO COVER STEEL. (PAINTED TO MATCH) 2' Pd: 4659 PSF -843 PSF 11P-0' MD. ' Fiu a 1n� 1 1 2 �f(/fWE ( u ) ( 2 ) IEQ'D. ARCH. MC: W9 (1)1 EAST ELEV. SECOND FLOOR (I) • EAST ELEV. THIRD FLOOR 44a • ANGLE CORNER W/ ALUMINUM CLADDING TO COVER STEEL. (PAINTED TO MATCH) A 0 • 2" 31 FM. SLAB MKS: W9 AND W8R SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. ( 2° x 5" SYSTEM ) ( NAA. 02- 0328.01) Pd: 465.9 P5F -843 PSF 128' F a 4 r a ( 2 ) REM). ARCH. MK: WS (I) • NORTH ELEV. SECOND FLOOR (1) • NORM ELEV. THIRD FLOOR ox 0 s N N LL t ■ 4 I~ Z W } 4 a 4 di 1 1 6 , 1 I 9EEY BBL• ELEVATIONS MAIN BY: ILA OIf4 NO 1 1 a 141x E44E«<< > N.T.S. SOLE BAY@ 0321.03 DAM ' 9936 smal % i1 OF 23 5' -10' DAB. I• - --1 1 11 11„11 III ••• \ • — / / / // / i / / \ \ \\ \ \\ \ \ \\ \ \ \ — 111 J ,, I II / 1 / / 1 111 \ \ \\ \ \ \ \\ — �r I \ \ \\ \ \ \\ \\ \\ \ .. 7 [ / / / / / / 11..'11 1 I I 5' -4' P.0111 I I• - --1 1 11 11„11 III ••• \ — / / / // / i / / \ \ \\ \ \\ \ \ \\ \ \ \ \ \\ \ \ \\ \ \ \ \ \ Ih../1I J / / / (0,/' ..... / / / I II 1 111 MATCH LINE W/ MK. W1 BESIDE -, dim At • 94° F.W. bi' 1 ' 35 •• � 2' s p 2' 1 2' 1' • �M ( ��4w .EQt. K04(1) REM). 4�(1) REM). (��(1) REM). (04 REM). ARCH. MK: WA, 100a,100C, I00D, 100E. • NORTH ELEV. (HALL) GROUND FLOOR 8' - M.O. (GC. IREF) III II III NL • • • N N 4* a -=ev . --.-�- i.. MUD■ -MI so 1111111111111 / / / / / / • • • \ • \\ • • \ • • • T 111 ••11''11 111 6' -0' D.O.W. DOOR TOP VIEUJ 1' I' Pd: 4663 PS F -85J PSF ox 4'x4 °x3/16° THK STEEL TUBE O.H. SLAB Pd: 4615 PSF -81.6 P5f 0 1105: 100A, 1005, 100C, 1000 AND 100E SERIES 2046 FIXED IMPACT BY GLASS TECH ENG. ( 2" x 5' SYSTEM ) ( N.OA 02- 0318.01 ) SERIES 3514 (MS) DOORS IMPACT RESISTANT BY YKK ( 2 I/2° x 5' DOOR FRAME ) ( NAA 02- 022101 ) SERIES 1145-50 FIXED IMPACT RESISTANT WINDOWS BY rKC. ( 2 1/2° x 5' SYSTEM ) ( NAA 00- 0315.02 ) N m Pd: 4615 PSF -81.6 PSF II III 4��(1) REQ'D. ARCH. MK: 100J 1 SOUTH (HALL) GROUND FLOOR MKS: 100J AND 1014 SERIES 3514 (115) DOORS IMPACT RESISTANT BY YKK (21/2' x5' DOOR FRAM ) ( N:OA 02- 022101 ) Pd: 4615 PSF -8lb PSF 6' -5' MO. (G.C. REF.) DOOR TOP VIEUJ J w DOOR TOP VIEUJ 1 ARCI. MK: 101A • 50UTH (BOOKSTORE) GROUND FLOOR 4 1` W } 4 4 m a a 0 m Ls W � t t tt�� LA 04 � `�m Nt Z Z .4 0 Q � P ^ 1 Lill d V .1 --11.1- 0 cn I A- —1 DRAM AA A oxo. er SHEET ARE ELEVATIONS 1 } WALE N.T.S. 032 103;- DATE: MOT na war ma 12 OF 23 2 En AE I Pd: 4611 PSF -869 PSF 15 M.O. (G:C. REF.) 182' F.U. 6' -0" 6' -0' DAw POOR TOP YIEUJ 1I1 111 1 W 1 2 (04(1) REM). ARCH. MK: I00G • EAST ELEV. (HALL) GROUND FLOOR 111 O.H. FIN. SLAB 2 MKS: 100G AND 218,4 SERIES 3514 (MS) DOORS IMPACT RESISTANT BY YKK (2 IR" x 5° DOOR FRAME ) l N.O.A. 02- 0121.01 ) SERIES 114$ -50 FIXED IMPACT RESISTANT WIDOWS BY 'MK (1 IR" x 5' SYSTEM ) ( NAA 00 -035.02 ) 1' I11 2' i n Pd: +615 PSF -81b PSF 8' -0" MA. (GC. REF.) 11 T-10° F.U. 6' -0" 1 • 6' -0" DAM. \J n014. 01.1. K2 184(l) REM). ARCH. MK: 218A s NORTH (FITNESS ROOM) SECOND FLOOR [DOOR TOP VIEUJ � 2003 [ FR 51.48 4 1- Z w 4 u u 1 SHEET MIL ELEVATIONS MARI lit AA B 1 1 3 1 111 ‹,(4<<<.<-1 9 N.T.S. SCAM 03 2103 DAs: PROECT SSW, SKIT NO 13OF23 1 I v yr -- III 1 III III I (I....,, ® il l J, 1 0 01-1. 0 a — 0 m = it1=1:1=11± iii=1=Ltt 1417 It1=1=1:th ±11=1=ffil 2 En AE I Pd: 4611 PSF -869 PSF 15 M.O. (G:C. REF.) 182' F.U. 6' -0" 6' -0' DAw POOR TOP YIEUJ 1I1 111 1 W 1 2 (04(1) REM). ARCH. MK: I00G • EAST ELEV. (HALL) GROUND FLOOR 111 O.H. FIN. SLAB 2 MKS: 100G AND 218,4 SERIES 3514 (MS) DOORS IMPACT RESISTANT BY YKK (2 IR" x 5° DOOR FRAME ) l N.O.A. 02- 0121.01 ) SERIES 114$ -50 FIXED IMPACT RESISTANT WIDOWS BY 'MK (1 IR" x 5' SYSTEM ) ( NAA 00 -035.02 ) 1' I11 2' i n Pd: +615 PSF -81b PSF 8' -0" MA. (GC. REF.) 11 T-10° F.U. 6' -0" 1 • 6' -0" DAM. \J n014. 01.1. K2 184(l) REM). ARCH. MK: 218A s NORTH (FITNESS ROOM) SECOND FLOOR [DOOR TOP VIEUJ � 2003 [ FR 51.48 4 1- Z w 4 u u 1 SHEET MIL ELEVATIONS MARI lit AA B 1 1 3 1 111 ‹,(4<<<.<-1 9 N.T.S. SCAM 03 2103 DAs: PROECT SSW, SKIT NO 13OF23 1 -- ® il l J, 1 i� 2 En AE I Pd: 4611 PSF -869 PSF 15 M.O. (G:C. REF.) 182' F.U. 6' -0" 6' -0' DAw POOR TOP YIEUJ 1I1 111 1 W 1 2 (04(1) REM). ARCH. MK: I00G • EAST ELEV. (HALL) GROUND FLOOR 111 O.H. FIN. SLAB 2 MKS: 100G AND 218,4 SERIES 3514 (MS) DOORS IMPACT RESISTANT BY YKK (2 IR" x 5° DOOR FRAME ) l N.O.A. 02- 0121.01 ) SERIES 114$ -50 FIXED IMPACT RESISTANT WIDOWS BY 'MK (1 IR" x 5' SYSTEM ) ( NAA 00 -035.02 ) 1' I11 2' i n Pd: +615 PSF -81b PSF 8' -0" MA. (GC. REF.) 11 T-10° F.U. 6' -0" 1 • 6' -0" DAM. \J n014. 01.1. K2 184(l) REM). ARCH. MK: 218A s NORTH (FITNESS ROOM) SECOND FLOOR [DOOR TOP VIEUJ � 2003 [ FR 51.48 4 1- Z w 4 u u 1 SHEET MIL ELEVATIONS MARI lit AA B 1 1 3 1 111 ‹,(4<<<.<-1 9 N.T.S. SCAM 03 2103 DAs: PROECT SSW, SKIT NO 13OF23 1 I 11 I_ \\ \ \ • r e l - / _ / — / Arl III_._. MATCH LINE A --- W/ MK: W3 BESIDE r T a 1 Pd: +615 PSF -81b PSF MK: 2018 SERIES 20.46 FIXED IMPACT BY GLASS TECH ENG. (2'x5 "SYSTEM) ( NOA 02- 0328.01 ) SERIES 3514 (118) DOORS IMPACT RESISTANT BY YKK (2 1/1' x 5" DOOR FRAME ) ( NOA. 02 0221.01) SERIES YHS -50 FIXED IMPACT RESISTANT WINDOWS BY YKK ( 2 1/1' x 5" SYSTEM ) ( N.OA 00- 0315.02 ) 0 IIIM• MI l MI ' 1 1MMU IIU •I • 2° / "l" S' -0° MO. (GC. REF) 1 94' FLI. ■1■ ... 7 34 0 DOOR TOP VIEUJ 1- 1 O10 (1) REQ'D. ARCH MK . S 20113 e SOUTH (DNNG ROOM) SECOND FLOOR O.N. 4°x4"x3n6 N( STEEL TUBE 2i ki O.N. '- •. 2 1' 0 CV • CV ' Q zo 1 Pd: *615 PSF -816 PSF 3' -4 M.O. (G.C. 38i' Flll. 1 O.N. FIN. SLAB (1) REQ'D. ARCI.L MKS: 221A e NORTH ELEV. (ROOM 221) SECOND FLOOR DOOR TOP VIEUJ CV Pd: 461.5 PSF -81.6 PSF MKS: 221A, 228A, 302A, 308A AND 309A SERIFS 3514 (115) DOORS IMPACT RESISTANT BY YKK (2 1/2' x 5' DOOR FRAME ) ( NOA 02- 022101 ) 2 1" 3 -4' M.O. (GC. REF.) 3E.1" FAJ. 2'4 D.O.W. \ / OH. i- / - / / / 411 111 O 2 REQ'D. ARCH. MKS: 221A e NORTH ELEV. (ROOM 228) SECOND FLOOR DOOR TOP VIEUJ FIN. SLAB Pd: 461.5 P5F -81 b PSF I" 111 3' -1' 11.0. (G.C. REF.) 41' FJIL 3' -0 D:01JI. O.N. 4�2(1) REQ'D. 4�a (v REM). 4�(1) REM). At MKS: 302A, 308A AND 303A • NORTH ELEV.IRDOIS 302, 308 4 309) THIRD FLOOR • 3 1 W 0 I- / 3 I 1 \ 6 F 1 MT ME ELEVATIONS A.A. A OK1, BT 3 1 111 1(.<i4 1 \ SG{LE N.T.S. 032 103 DATE PISECT M° 9936 SHEET NO. 14 OF 23 (1 \ I • • • \ \ ♦ — —. I / I - / / / / / / / _ — MI I 1 I I I 11 I_ \\ \ \ • r e l - / _ / — / Arl III_._. MATCH LINE A --- W/ MK: W3 BESIDE r T a 1 Pd: +615 PSF -81b PSF MK: 2018 SERIES 20.46 FIXED IMPACT BY GLASS TECH ENG. (2'x5 "SYSTEM) ( NOA 02- 0328.01 ) SERIES 3514 (118) DOORS IMPACT RESISTANT BY YKK (2 1/1' x 5" DOOR FRAME ) ( NOA. 02 0221.01) SERIES YHS -50 FIXED IMPACT RESISTANT WINDOWS BY YKK ( 2 1/1' x 5" SYSTEM ) ( N.OA 00- 0315.02 ) 0 IIIM• MI l MI ' 1 1MMU IIU •I • 2° / "l" S' -0° MO. (GC. REF) 1 94' FLI. ■1■ ... 7 34 0 DOOR TOP VIEUJ 1- 1 O10 (1) REQ'D. ARCH MK . S 20113 e SOUTH (DNNG ROOM) SECOND FLOOR O.N. 4°x4"x3n6 N( STEEL TUBE 2i ki O.N. '- •. 2 1' 0 CV • CV ' Q zo 1 Pd: *615 PSF -816 PSF 3' -4 M.O. (G.C. 38i' Flll. 1 O.N. FIN. SLAB (1) REQ'D. ARCI.L MKS: 221A e NORTH ELEV. (ROOM 221) SECOND FLOOR DOOR TOP VIEUJ CV Pd: 461.5 PSF -81.6 PSF MKS: 221A, 228A, 302A, 308A AND 309A SERIFS 3514 (115) DOORS IMPACT RESISTANT BY YKK (2 1/2' x 5' DOOR FRAME ) ( NOA 02- 022101 ) 2 1" 3 -4' M.O. (GC. REF.) 3E.1" FAJ. 2'4 D.O.W. \ / OH. i- / - / / / 411 111 O 2 REQ'D. ARCH. MKS: 221A e NORTH ELEV. (ROOM 228) SECOND FLOOR DOOR TOP VIEUJ FIN. SLAB Pd: 461.5 P5F -81 b PSF I" 111 3' -1' 11.0. (G.C. REF.) 41' FJIL 3' -0 D:01JI. O.N. 4�2(1) REQ'D. 4�a (v REM). 4�(1) REM). At MKS: 302A, 308A AND 303A • NORTH ELEV.IRDOIS 302, 308 4 309) THIRD FLOOR • 3 1 W 0 I- / 3 I 1 \ 6 F 1 MT ME ELEVATIONS A.A. A OK1, BT 3 1 111 1(.<i4 1 \ SG{LE N.T.S. 032 103 DATE PISECT M° 9936 SHEET NO. 14 OF 23 • I MATCH LINE A --- W/ MK: W3 BESIDE r T a 1 Pd: +615 PSF -81b PSF MK: 2018 SERIES 20.46 FIXED IMPACT BY GLASS TECH ENG. (2'x5 "SYSTEM) ( NOA 02- 0328.01 ) SERIES 3514 (118) DOORS IMPACT RESISTANT BY YKK (2 1/1' x 5" DOOR FRAME ) ( NOA. 02 0221.01) SERIES YHS -50 FIXED IMPACT RESISTANT WINDOWS BY YKK ( 2 1/1' x 5" SYSTEM ) ( N.OA 00- 0315.02 ) 0 IIIM• MI l MI ' 1 1MMU IIU •I • 2° / "l" S' -0° MO. (GC. REF) 1 94' FLI. ■1■ ... 7 34 0 DOOR TOP VIEUJ 1- 1 O10 (1) REQ'D. ARCH MK . S 20113 e SOUTH (DNNG ROOM) SECOND FLOOR O.N. 4°x4"x3n6 N( STEEL TUBE 2i ki O.N. '- •. 2 1' 0 CV • CV ' Q zo 1 Pd: *615 PSF -816 PSF 3' -4 M.O. (G.C. 38i' Flll. 1 O.N. FIN. SLAB (1) REQ'D. ARCI.L MKS: 221A e NORTH ELEV. (ROOM 221) SECOND FLOOR DOOR TOP VIEUJ CV Pd: 461.5 PSF -81.6 PSF MKS: 221A, 228A, 302A, 308A AND 309A SERIFS 3514 (115) DOORS IMPACT RESISTANT BY YKK (2 1/2' x 5' DOOR FRAME ) ( NOA 02- 022101 ) 2 1" 3 -4' M.O. (GC. REF.) 3E.1" FAJ. 2'4 D.O.W. \ / OH. i- / - / / / 411 111 O 2 REQ'D. ARCH. MKS: 221A e NORTH ELEV. (ROOM 228) SECOND FLOOR DOOR TOP VIEUJ FIN. SLAB Pd: 461.5 P5F -81 b PSF I" 111 3' -1' 11.0. (G.C. REF.) 41' FJIL 3' -0 D:01JI. O.N. 4�2(1) REQ'D. 4�a (v REM). 4�(1) REM). At MKS: 302A, 308A AND 303A • NORTH ELEV.IRDOIS 302, 308 4 309) THIRD FLOOR • 3 1 W 0 I- / 3 I 1 \ 6 F 1 MT ME ELEVATIONS A.A. A OK1, BT 3 1 111 1(.<i4 1 \ SG{LE N.T.S. 032 103 DATE PISECT M° 9936 SHEET NO. 14 OF 23 FMISM (NOT BY GLASS TECH) EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYP) 4 4 4 GT -005 4 4 FINISH (NOT BY GLASS TECH) NTERIOR (NOT BY GLASS TECH) V4 DIA 1-EX4EAD TAPCON AT 6' FROM ENDS, BALANCE AT 16' 0L. AND (3) • E404 SIDE OF MULL (1 V4" MM. EMBEDMENT INTO CONCRETE) SEE ELEV. FOR LOCATION ACCESS HOLE V4 DIA HEX-IEAD TAPCON AT 6" FROM ENDS, BALANCE AT 16" 0G. AND (3) . EACH SIDE CF MULL (I V4" MIN. EMBEDMENT INTO CONCRETE) SEE ELEV. Fit LOCATION EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYP.) 2 FMISH NOT BY GLASS TECH) 4 4 A 4 d' NOTE: (TYPICAL) SURROUND CONDITION TO BE DESIGNED AND INSTALLED TO WITHSTAND LOADS TRANSFERRED BY WINDOW AND DOOR UNITS. 1/4 PIA. HEX -HEAD TAPCON AT 6' FROM ENDS, BALANCE AT 16' OZ. AND (3) • EACH SIDE OF MULL (I V4' MN. SIT INTO CONCRETE) SEE ELEV. FOR LOCATION 4 FMISH F BY G TECH) 4 H z w 3 ft 4 m 2 6 sm me DETAILS 444 i 1 1 a 911= scut DAM 031103 DAM A 0: oe% B ROUT N0 ` 9936 SHEET NO. 5OF13 it 1 u Neo FLAT I EAD TEK SCREW kW' LG. ELF DRILLING SELF TAPNG 6' FROM ENDS • 16' O AND (3) • EA. SIDE OF PILL) SEE ELEV. FOR LOCATION V0r40 ALU"INUM CLADDING BOTH SIDES TO COVER STEEL (PANTED TO MATCH) 4'x4"x3/16' MC STEEL TUBE SEE ANCHOR DETAIL SHEET 13 No 24" X 3 1/2" LONG FH- PH -SMS LOCATED (3) FROM ENDS AND (4) AT MEETING STILE. -4 SEALANT AND BACKER ROD (TYP.) 3/8' TAPCONS (4) • METNG STILE AND (3) • EA JAMB • 2' OTC. UV 13/4' EMBED INTO CONC. SEE ELEV. FOR LOCATION 5 3/8" DIA. TAPCONS (1 3/4" MN. EMBEDMENT) 3 AT EACH SIDE OF JAMB, 2' OTC. AND 4' AT MEETNG STILE FILL W/ GROUT (NOT BY GLASS TECH{) F NISH FLOOR '(PST BY GLASSTECN) J 4 r z w 6 4 1 6 u d 4 m 1 API I ae AA a 1 1 1 1 a 1 stn 111E: DETAILS SCALE N.T.G. oATB 032103 DATE: 4- PROW MI 9936 SHEET 1R1 Of 23 d FMISH MOT BY GLASS TWO CONT. SILICON SEALANT (NOT BY GLASS TECH) EXTERIOR PERIMETER SEALANT AND BAGGER ROD - (TYP.) TRANSOM 4 4 a 4 FNISH NOT BY GLASS TECH) INTERIOR CAULKING NOT BY GLASS TECH) (TYP.) 3/13' PIA HA TAPCON 6 1/2' FROM EACH END AND BALANCE AT I9' O.C. (W/ 13/4' MIN. EMBED NTO CONCRETE) SEE ELEV. FOR LOCATION • CONT. SILICON NOT BY GLASS TECH) FINISH FLOOR 4 H Z w co 4 m a 2 IL a WET ME: DETAILS DRAM BY: AA MM. WI: 1 1 a 1118 EcG<eC.Elr�g sue N.T.S. DA 0321 .03 DATE: PROJECT M0 9936 SHEET NO. 11 OF 23 , EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYP) FINISH MOT BY GLASS TECH) DVTERIOR CAULKING (NOT BY GLASS TECH) (TYP.) 1/4 DIA HEX -HEAD TAPCON AT 6" FROM ENDS AND BALANCE AT 16" O.C. (11/4" MK EMBEDMENT INTO CONCRETE) SEE ELEV. FOR LOCATION. 13/16 "X43 /8'X1 3/16" X 1/8' STEEL 1 --- CHANNEL RENE FULL LENGTH 1 Mb" X4 WS" X13/1& "X STEEI. CHANNEL REINP FULL LENGTH EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYR) GT -004 IT GT -01tl 1 CST -0105 ` No.10 EMS AT E.A. END 24" OC. 1 0.60 ALWWI CLADDING TO COYER TEEL. (PAINTED TO MATCH) *EXISTING STRUCTURE MUST SUPPORTS THE LOADS IMPOSED BY THE GLAZING SYSTEM 1 z IX a gcrt mu: DETAILS N.T.S. D T1 03; 18 OF £ Z 4° C4 ON 13316 9£6 DN 1.1704d 6 p R YV ae woo '61N mos 6114130 aee LD 3L50 uro 3 n TT jJ JW 1 ffi sp A A rn 0 J 3A02 - 111 i d0 3903 (H1731 SSd19 A9 .LOW u�IwJ H119N31 Tirw *t13a113sINWI1O '13315 11enX N9vvIXne/CtXa9v£I f3i 3A0ed 11dm JO 3903 D � NOV001 a0d Aria 336 (313<yJP O1N11N3W039W8 NW NMI) 0'0 u91 ld 30N91 K1 G4 SONS WOW 119 ld N00ddl 01311-X$1 'dla Pn rel. ) (M731 WV Ag ION) 9W= eJO1213114 (11031 SS119 ,&9 ION) H16INId (Hn31 96d19 ,l91ON) )01161 000111 WOOD BUCK NOT BY GLASS TECH) EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYP.) FINISH NOT BT GLASS TECH) INTERIOR CAULKING (NOT BY GLASS TECH) (TYP.) V4 DIA. HEX-HEAD TAPCON AT 6' FROM ENDS AND BALANCE AT b" O.C. (I V4' MIN. EMBEDMENT INTO CONCRETE) SEE ELEV. FOR LOCATION OPENING DIM. WOOD TO WOOD EDGE OF WALL ABOVE 0 0120 ALUINJM CLADDING, BOTH SIDES OF MULLIONS AND ATTACHED IW DOUBLE FACE TAPE (PAINTED TO MATCH) I3/16 °X4 °XI/S" STEEL CHANNEL REIN. FILL LENGTH 4- 0 z 7 F- w a rt 3 lA 8 W m c N Q 2 Q r r Q u u z _F co E Mb te att DETAILS WALL N.T.S. ORAN ex I DA1T. AA 03212 ova at aa1t MAO w0. 9336 9cn N° 20 OF 23 ° FINISH (NOT BY GLASS TECH) INTERIOR CAULKING (NOT BY GLA66 TECH) (TYP.) 318" DIA FH TAPCON 6 IA° FROM EACH END AND BALANCE AT IV O.C. W/ 13/4" EMBED SEE ELEY. FOR LOCATION MA. DFiU DOOR OPG. D 2" STEEL REINF. DLA. MO. DOOR OR's. FNISH (NOT BY GLASS TECH) INTERIOR CAULKING (NOT BY GLASS TECH) (TYP) 3/8° DIA. FH TAPCON 6 1!1° FROM EACH END AND BALANCE AT IS° O.C. W/ 13/4° EMBED SEE ELEV. FOR LOCATION EXTERIOR PERIMETER SEALANT AND BACKER ROD (TYP) CONT. SILICONE SEALANT (NOT BY GLASS TECH) FINISH (NOT BY GLAS$ TECH) D.L.O. MA. STEEL RE W. F.W. DLO. 2 DLA. 0 3 z w 0 1- 3 Q IA DATA: 03." DATA: 933 t • ° ao Ziza 1. v 5" FRONT VIEW d .-- -t•-•.- Li 1-. L TOP VIEW 11 1 , 111 // /"v / 1111 ' 4 4 4 4 1 • is ia 4 A 4 4 WI CONT. WELDS (2) 6 14 X I" Fl.L 5/41.S. • TOP ONLY (4) V4" DIAM. TAPCON 5" x V x 3/8" THK STEEL PLATE ANCHOR STEEL TUBE SIDE VIEW 4 1 ' x4 "x3/Iba STEEL TIDE 3- 1/2 x3- V2 "xb "L .x3/Ib " TNC STEEL TUBE WELDED TO STEEL PLATE ANCHOR 1- IORIZONTAL ANCHOR DETAIL 1 JUN 1_72Q3 Pools THIS CARD MUST BE Miami Shores Village 305- 743 -2204 IL k NO. BUILDING Tie Beam Framing PLUMBING Not Water Heater ELECTRICAL Temporary Service MECHANICAL Yard Spaces Sheathing Slab Rough Main Drain Foundation Grounding Underground Rough DISPLAY ON FRONT OF JOS. Owner , r%%ii C�! ye � � 1 � r Contractor Notice of Commencement Engineers Log - w MUST Be Posted on Job Address I \ o o _e. NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started No Work on Sunday No Work Before 7:30 A.M. No Night Work 'time Screw Insulation Water Service To ON & Tu Pan Fixture Pool Pipin Wall Rough Ceiling Rough Foundation Windows/Doors Final bower Final Float Final Low Voltage Final Service Final MOO nJC a poi 3 05 5901e PER1 RN ikirItiC4.TM1'OR MIAMI SHORES VILLAGE 10050 N.E. 2nd Aleniie : idia; i:SI ores: F� da 33138 • Phone: 305 - 795 -2204 • Fax: 305 -756 -8972 • ••••••• to t�"J Date 12/18/02 Job Address 11300 N.E 2ND AVENUE Tax Folio 1121360000040 • • • • • .. . • • • • • • • • • • • Legal Description BARRY UNI 1ER$ITY • • • • • • • • • Historically Designated: Yes No X • • ••• • • • ••• • • • • Master Permit # BP - 2002 -1813 • • • •• ••• •• 1 Owner/Lessee/Tenet BARRY UNIVERSITY �.' •• P hone Owner's Address 11300 N E'er ��TD ��j�TE TLI'� I L 4I,' • • • • • •• • - • • • • • • • • • Contracting Co. SUPERIOR ELECiRICAl• CbN'IltACtt3 S; INC. Address 2151 N.W. 93 AVENUE, MIAMI FL 33172 Qualifier REYNALDO MADIEDO II SS# 590 -10 -0768 Phone 305 - 477 -6328 State # EC0001759 Municipal # Competency # Ins. Co. CNA IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: ELECTRICAL Square Ft. Estimated Cost (value) /� 0 ODD - WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS 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. Furthermore, I authorize the above named contractor to do the work stated. Signature of owner an Condo President Date Notary as to Owner and/or Condo President My Commission Expires 3 Signa Con REYNALDS r or Owne IEDO r uilder Date Notary to Contractor or Owner Builder / /'Date .ee` Mi delis Gutierrez My ,r ommission Expires ` 9 * ` =1 *My Commission CC838329 y 4aneP e. Expires May 18, 2003 FEES: PERMIT /��lPG'e ®f RADON C.C.F ` 1 °►. P ik IA NOTARY BOND APPROVED: TOTAL DUE Zoning Building Electric�� Mechanical Plumbing Structural Engineer 1 TEM BATH TUB UNITJ • ....... . • . • • • • . • ': ;ItF.f� • • • .• •. SWITCH OUTLETS UNIT /7;. FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS /087 4-1 ? CENTRAL HEATING DISHWASHER RECEPTACLES 55O A/C (WIND) DISPOSAL SERVICE TEWORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AIIPS Og g gm DUCT WORK FLOOR DRAIN SERVICE REPAIR/IETER CHANGE REFRIGERATION GREASE TRAP . APPLIANCE OUTLETS 02. PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN /0 ABOVEGROUND TANKS LAUNDRY TRAY • WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP .3 STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES SINK, RESIDENCE MOTORS OVER 5- 8 FP SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET- - • - - MOTORS OVER . 100 FP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO::...:. -AIR CONDITIONERS S � S 5 A/C UNIT ; .. - -. v STRIP HEATER 6 . FIRE SPRINKLER ( TRANSFORMERS � ° 7 ° ; HEATER -NEW INST. • .:.1%.;-.:- • " • _ GENERATORS ' -.K- 4'ivi HEATER - REPLACE . GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL - SPECIAL PURPOSE SWIMMING POOL OUTLETS COM,RERCIAL WATER SERVICE . • SIGN TUBES " EWER CONNECTIONS SIGN TRANSFORMERS 1TILITY- -SEWER SIGN' TIME CLOCK .rT I L I TY -WATER F I XTIRES/ EPTIC TANK ANTENNA ELAY TELEVISION OUTLETS RAINFIELO, 4' TILE/RES. VIOLATION UMP 8 ABANDON SEPTIC TANK • - REINSPECTION . OAKAGE PIT CU. FT. ATCH BASIN - ISCHARGE WELL )MESTIC WELL lEA DRAIN )OF INLET . - )LAR WATER HEATER IRE STANDPIPE • • )OL PIPING \WN SPRINKLER SYSTEM S RANGE - TER SET (GAS) S PIPING ADDENDI!'TP 3 'I'IiD:1NG PERMIT APPLICATION r . . . . . .•• . • . . •.. (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTA,IZEp; SjCVATUAE N€D NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) • • • • • • • . • • . • • • • • . • • • • • • • • • • ... ... ... • • . ... PLUMBING ELECTRICAL MECHANICAL THIS CARD MUST BE Miami Shores Village 305. 795 -2404 BUIL !NG PERMIT Pools ELECTRICAL Temporary Service MECHANICAL : 1213 ��JIL'D1;IVE`�,',;• Yard Spaces ile.Beam • •••• Sheathing Framing;••„ Slab PLUMBING' Rough Hot Water Heater Main Drain Foundation Grounding Underground Rough DISPLAY FRONT OF JOB. r er 1 h )1\ Ve r. "zty Contractor Owner r 1 \41 Alp Ca A1 Notice of Commencement Engineers Log MUST Be Posted on Job Address 1 130 � N. E /Ve'. NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started No Work on Sunday No Work Before 7:30 A.M. No Night Work Truss Screw Insulation Water .Service Top Oitt" & Tub /Shower Pan Fixture Pool Piping Wall Rough Ceiling Rough Foundation Windows/Doors Final Final Final Final Low Voltage Final Service Final CONTRACTOR Name 13e oct+A w' L O' &Orr ° •, /AC-- License No. e ®a 1, ®S1 C Address 2. an AA L J-[®/ Ate 1 6.. t 33 Telephone 50s___ t r4,— q Fax 3 _lggi — ci 4 1 Qualifier Name Do it t L' c—e-c s s e 7 PROPERTY OWNER �( Name OA 1 A- ., Sus 17 2 4- J c �. f - Name - .&11 tiliC k- I 3 �P.�e Address I ` . E OO f. 2_9 p / c f/I tkso► -t S' 1 P 33t tm( Home Telephone 5th — p� G q _ Z ®. 1.9 Business Telephone 9 0, s ci - ®al ci Fax Alteration Interior ENGINEER �( Name OA 1 A- ., Sus 17 2 4- J c �. L No.? e .. _ 4 I 2 q4 ( Address 2. Ad 2. 4 i 6 10 S`.- -, 3 S ili-kLe FL t A - ( , r(_.. 3-7>1.3...5 Telephone 3e0s... — 443 r _3 __ 0 ,q i Fax 3 ®S - ` -- d 44 TYPE OF MANAGEMENT �.✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Job Address: PERMIT TYPE (✓ ) Buildin Electrical Mechanical Plumbing LPGX Roofing Fence Other 11300 N. MIAMI AVENU M aster Permit No. MIAMI SHORES, FL 33161 ubsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. ,Submit the completed application, with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Folio Number 1 I -, i 3 (o - 000 - 00 Lb Description of Work t) th i[ S rrit. ,S D1917 Lot% 52 41 1 -1010t -t; 51oJ y4 t tittt sS 6 3 5 Pr higg2tewig Lb Pr Zoning kl Linear Feet /,( l Current Use of Property Pk/Lt-L. Square Feet 3 i 00 Units Ju l Proposed Use of Property5Tt X alue of Work q Bldg Value Tenant Information 1 J/iitC atst"tai Tax Assessed/Appraised Value Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT , lgc Name License �To ex 2 t 1, r 2 Address O l t is", Ce ems, , P 3 Telephone So — (h ( - 102_ Fax 3,3S - 1-116, - Dan PERMIT APPLICATION • Floors 3 Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR I IDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (FIRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. ' I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Sig •tune of O &ar+l (MI w'cr li by e,, e. Grf , A,; . P Print Name RI C& I theS Sworn to and subscribed before me this Q 111 day of e 1141e , Q001 . /I ,Ai b 4 1 / 40r *49 4MONICA ACEVEDO SOTO MY COMMISSION # CC 841281 0i PP* EXPIRES: May 31, 2003 1-8C0-3-NOTARY Fla Notary Service $ Bonmrg Co. Signa SEAL: of Notary Public - Sta Personally known OR, Produced Identification Type of Identification Produced: STA r OF FLORIDA, COUNTY OF MIANII -DADE Signature of Contractor / Qualifier O D L Print Name wo ,. t. and subscribed before me thi Signature of Notary Public - State. jf. .••. se E Rusinque *:,l' Al C ommmssion CC847168 4 4 , „ •' Expires June 16, 2003 SEAL: Personally known PERMIT APPLICATION day of /0 OR, Produced Identification Type of Identification Produced: ELECTRICAL - TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton - Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons • Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wm. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine ❑ PROOF OF OWNERSHIP (Attach) LI HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 0 $ 300.6 $ $ $ Win R o ' `4 , $ -Ten a � -t)3 0©, 0T) S o3 • ( sq.ft. = xR000 d0 x 0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: N NW, 7.W L izz 4 f' �. •/- . l SECTION Zonin Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) --‘ TOTAL ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"'° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com 'tMiami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /29/2002 Applicant: BARRY UNIVERSITY STUDENT UNION 0 Owner: STUDENT UNION BARRY UNIVERSITY JOB ADDRESS: 11300 N MIAMI AVE Contractor BEAUCHAMP CONSTRUCTION CO INC Contractor's Address: 247 MINORCA AVE Local Phone: 305 - 445 - 0819 Parcel # 1121360000040 Legal Description: Fees: Description Amount FEE2002 -5967 Building Fee $10,950.00 FEE2002 - 5968 Buildier's Bond $300.00 \4) FEE2002 - 5970 Miscellaneous $80.00 FEE2002 -5971 Structural Fee $300.00 ■ (-Nr) FEE2002 -6037 CCF $2,503.60 r Total Fees: $14,133.60 1 Permit Status: Approved Permit Expiration: 4/20/2003 Construction Valai:1,2 N. If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection D - fee is $50.00, which must be paid in advance before calling for another inspection. `~ This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, sery is or employees. Signed: Signed: In consideration of the issuance to me of this with the plans, drawings tatements or spe myself, my agent, seprd'r(ts or employes. Building Permit Permit Number: BP2002 -1813 Page 1 of 2 Total Fedlt4,133.60 Total Receipts: $0.00 (INSPECTOR) BY: rmit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity tioi}s submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either REG r01 103102 1539 14C#01 002435 BLDG. P $14, 133.60 (Contractor or Builder) BY: Work: UNIVERSITY STUDENT CENTER If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection —. fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the budding or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to ^'„ and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without I authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regul ', ns pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, sery -�o mployee Signed: Signed: In consideration of the issuance to me of this with the plans, drawings, statements or spec' myself, my agent, s is or employes. r _ (INSPECTOR) BY: rmit, l agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity tions submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either (Contractor or Builder) BY: PERMIT NO. TAX FOLIO NO. 11- 2136- 000 - 0040 -000 STATE OF FLORIDA: COUNTY OF DADE: NOTICE OF COMMENCEMENT 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 1. Legal description of property and street address. 11300 NE 2nd AVE, MIAMI SHORES, FL 33161 36 52 4140 AC SF1 /4 OF NF1J4 I FSS F35FT & I Fcc W4nFT 2. Description of improvement UNIVERSITY STUDENT CENTER 3. Owner(s) name and address: BARRY UNIVERSITY, INC. 11300 NE 2nd AVE, MIAMI SHORES, FL Interest in property: FEE SIMPLE Name and address of fee simple titleholder: BARRY UNIVERSITY, INC. 11300 NE 2nd AVE. MIAMI SHORES, FL 4. Contractor's name and address: BEAUCHAMP CONSTRUCTION CO.. INC.. 247 MINORCA AVE. CORAL GABLES, FL, 33134 5. Surety:(Payment bond required by owner from contractor, ti any) Name and address: NOT APPLICABLE Amount of bond $ NOT APPLICABLE 6. Lender's name and address: NOT APPLICABLE, My Commission Expires: MG y , ,_a I 1" jp ' " %MONICA ACEVEDO SOTO ' S s MY COM 7ISSION # CC 841281 � EXPIRES: May 31, 2003 1•8:104NOTARv Fla Notary Beim& Ong Co, C r ounry 7. Persons within the State of Florida designated by by Section 713.13(1)(a)7., Florida Statutes, Name and address: MR. FREDDY ULLOA, 11300 NE 2nd AVE, MIAMI SHORES, FL notices ar --, - roamer Print Owners Name MR. FREDDY ULLOA � �P SSo c JP Fa VP Sworn to and subscribed before me this a� • r aay of ®f {bhc'.r .1,t$ �vro1 Notary Public T1/76) � 63 c; A1)2,cf�3 Q % Print Notary's Name � D n i G4 r rc eveCt o SO"k 0 1 R 5 9 4171 2001 OCT 29 12:21 7 D.C. ments ieed as provided 8. In addition to himself, Owner 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 and address: NOT APPLICABLE 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dfferent date is specified) ONE YEAR FROM RECORDING DATE FOR BARRY UNIVERSITY: Prepared by MR. CHRIS TUCKFR BEAUCHAMP CONSTRUCTION CO.. INC. Address: 247 MINORCA AVFNUE CORAL GAR ES, Fl , 33114 DATE OF TREATMENT: 1 - & - X1.2 BUILDER NAME: 1 e..a L ..' TREATMENT ADDRESS: 1 1 7T h D /4a11; )OB #: LOT: BLOCK: UNIT: • ■ NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 TIME OF TREATMENT: 3 . u' S APPLICATOR: SPRAY & TAMP CSPRAY ONLY) SPRAY # CHEMICAL: I,I,+✓S444„ r MONOLITHIC S/F L/F CHEMICAL: PEST CONTROL, INC. S' ku �J / u n / ««ft- ' , Pad. PERIMETER TREATMENT glee (4iGaii RESIDENTIAL STEMWALL / ADDITION GALLONS 1000 SF L/F GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-584 -8588 1 -800- 749 -8588 FAX: 954 -584 -6117 THIS CARD MUST Miami Shores Village 305-795-2204 STD , C„40/OU UILDI PERMIT NO ?oO- 1913 BUILDING Tie Beam Framing PLUMBING Hot Water Heater Pools ELECTRICAL Temporary Service MECHANICAL Yard Spaces Sheathing Slab Rough Main Drain Foundation Grounding Underground Rough BE DISPLAY ON FRONT OF JOB. i Owne Contractor Notice of Commencement & Engineers Log fi MUST Be Posted on Job • Address 0 0 W. I),ami Ave. NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started No Work on Sunday, No Work Before 7 :30 A.M. No Night Work Truss Screw Insulation Water .Service Top W U& Tub/Shower Pan Fixture Pool Piping Wall Rough Ceiling Rough Foundation Windows,/Doors Final Final Final Final Low Voltage Final Service Final