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CC-11-1017Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164705 Permit Number: CC -6 -11 -1017 Scheduled Inspection Date: November 30, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue LaVoie Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -12 Phone: (954)241 -2583 Building Department Comments REPLACE FLOORING MINOR DRYWALL PARTITION WORK ACOUSTIC CEILING REPLACEMENT. Passed#‘4,c,L-421 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160606. Not complete. NB de- November 29, 2011 For Inspections please call: (305)762 -4949 Page 12 of 38 6:-_91-?1101\Co4cick___ 001 ti _���Mianu Shores Village 11��� 1 �/►'cP�i`1 T__!1 1' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �j� Permit No. ` C t t — 1 ®1 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 JUN 0 . ?01 4 Permit Type: BUILDING ROOFING c, ( �^ �° OWNER: Name (Fee Simple Titleholder): ( 1,11(1 V S ► �� Phone#: �� d `1 l -� J Address: \ \ 3 00 1(1 0 oco-e city: U" "kOty" �/1 e c State: Zip: , 3 3 (CO I Tenant/Lessee Name: Phone#: Email: °� a ® G� W•c 1 'OC . �� L$ . e d L-t JoB ADDRESS: 3o V> a aue . - �/ p cam, V 7,D 9 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: \ \ I "(o - 050 - 005 Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company Name: W1 eV& \ etws--\---(u tz✓1 W�/ p , Phone#: SL(- �` \ -2 S� 3 Address: ` \( Q 'n �% \ City: f/� 11 G°11` C � I % l� P� State: 1 Zip: 33009 Qualifier Name: TACM 1L Lkw \ _ (S� ' 1 Phone#: i S�- 2-� t " Z Sg State Certificatio or R gistr``a44tiion #: C, ( C -4 \ 41 �(,t t15Certificate of Competency #: Contact Phone#:LA6 '�v\ -'26 � Email Address: :(1L PV�Qfa1 -iue-AAD'narP, DESIGNER: Architect/Engineer: " ' 0\ V C A : i t.3 Yl c'l 1 �. C, 1(► Phone#:"l6- \' au 1 - (o . 010 Value of Work for this Permit: $I � Square/Linear Footage of Work: Type of Work: OAdditio DA1 ;'., DNew DRepair/Replace ODemolition tit Description of Work: e lcte � ► Vkc-ne. Pte+ * ** * * *** ** *** ** Aix * ** ******* * ******** ** *F ** *** �***** * gee * * * * * **** **** ****** * * * ** * ** * Submittal Fee $� •34 Permit Fee $ 95 cj U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address UUU City State Zip Mortgage Lender's Name (if applicable) AP /A 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr nd a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of adl , 20 � � , by t4IgAill � 0�.� �a � , who is perso to known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY Signature Contractor The foregoing in trument was acknowledged before me this 7:7 day of a 20 , by %ANA( \-NUlv op.$ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Si My Commission Expi ;t s Jonathan Cuesta '`e+,1COMMISSION #EE041198 all ,a' ;'ll EXPIRES: NOV. 09, 2014 174 rt a WWW.AARONNOTARxcom Zoning Clerk Miami Shores ViHage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: cco 1 '-' K ' DATE: - I l 14 e7b o Contractor Owner o Architect Picked up Aats of plans and (other) T t-11We Eire Sr :T S 111$ Ft t R. I Address: r Vii®\ t L Oa, LA- 401 E —' ` W - rri( From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: NOTICE OF COMMENCEMENT A REGORD® COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECT@N PERMIT NO. TAX FOLIO NO.\ - . 136 -CE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: • THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in cipcorciiiiiie with Chapter 713, Ronda Statutes, the following information is provided in this Notide.of Commencement: 1. Legal description of.'property. and'street/address: (APINAWit 1 111111 r111I 11H11111 flt111111.1111111I11111° CF`III 2011RU36352 aR fik.2771c Pt-13071-(10s) RECORDED 06Af73/2011 0:39:58 HARVEY RUta.IN r *IRK .OP COURT. IlTAHI- DADE:'COUNTYr FLORIDA LAST,PAGE 2. Description of improvement: f t 3Uvfs I3 3. Owner(s) name and address: : A tAIHLVO L4VO 3 1,t;UCI 1131) lu Avg iii% : iiA C . t S� �, 3 1 1 Interest in property :. Name and address of fee simple titleholder 4. Contractor's name and address: Iafik") CADNIII/Aitqlitta Cor6 p+ into 144 sT Gfi, RALIANDAidt, 1AG 5• Surety: :(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $- 6. Lender's name and address: 7. Persons within the state. of Florida designated by Owner upon whom •notices or other documents may be 'served.,a provided by $ection' 7'1'3.10(1 )(a)7 ., Florida Statutes, Name and'addreas: 8. In addition to himself, Owners designates the following person(s) to "receive a copy of the Lienor's Notice aS provided. in Section 7131.3(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date • ) 74 Signature of. Owner_ Print Owner's Name` Sworn to and subscribed before me this ` !day of SAW Notary Public 0 14 A a Print Notary's tarn: I &mss � My commission expires• 123.01 -b2 PAGE 4 802 t Prepared by. Address: 4 t-s • EREBYCERTIfY hatthis!s.etniecpyoftha Ina! filed in this oi da;f hand and Mai Seat. iket � I X3 Couza. Permit No: 11 -1017 Job Name: June 9, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by Miami Dade County Fire. 2) Plans must be approved by Miami dade DERM. 3) Provide design wind loads for the new windows and door. 4) Provide the design wind load criteria. 5) Provide product approvals for the new windows and door that have been reviewed and signed approved by the designer of record. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 1.I1 i f `(f ./ 0 DATE: La13 'Contractor ❑ Owner ❑ Architect Picked ets of plans an ether) CLAPZ.a.6-C7L Address: 4-6(3(2-(25"( From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: Qi 14<., P c, PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: tc; ItL) -- Permit No: 11 -1017 Job Name: June 9, 2011 • Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 '`' 1) Plans must be approved by Miami Dade County Fire. 2) Plans must be approved by Miami dade DERM. 3) Provide design wind Toads for the new windows and door.-- Sep 7 4Q -PfO 4) Provide the design wind Toad criteria. In-16 rre -t c6,-( is — 2-ex) .' 5) Provide product approvals for the new windows and door that have been reviewed and signed approved by the designer of record. _5 ON 7 To M ° j Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gensteel Doors Inc. 4950 Hickmore Street Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Genstorm Glazed Outswing Steel Doors — L.M.L APPROVAL DOCUMENT: Drawing No. AD- 09 -003, titled "Genstorm Glazed Outswing Steel Door (LMI) ", sheet 1 through 8 of 8, dated 10/22/09, with Revision 1 dated 05/24/10, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, 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 one of the following permanent labels: Gensteel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 6 Industrial Blvd. Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901 -1911 and the statement: "Miami -Dade County Product Control Approved ". 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 this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. L JUL 1 2 2011 BY: ....................... MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 3722 -6339 www.miamidade.aov/buldinacode NOA No 10- 0125.02 Expiration Date: July 14, 2015 Approval Date: July 14, 2010 Page 1 'NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action s=hown is subject to the requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the satisfactory pe ance of work. MANUE SY t SKI ASSOCIATES, LLC P„ % flat 6i6-11.-/0(7 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD -09 -003, titled "Genstorm Glazed Outswing Steel Door (LMl)", sheet 1 through 8 of 8, dated 10/22/09, with Revision 1 dated 05/24/10, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 7) Tensile Test, per ASTM A370 -05 Along with marked-up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 5877, dated 10/13/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of Genstorm Opaque Single Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 5898, dated 09/14/09, signed and sealed by Julio E. Gonzalez, P.E. C. CALCULATIONS 1. Anchoring calculations and structural analysis, prepared by MCY Engineering, Inc, dated 01/06/10, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0125.02 Expiration Date: July 14, 2015 Approval Date: July 14, 2010 E -1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2007, issued by MCY Engineering, Inc, dated 01/06/10, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest issued by MCY Engineering, Inc, dated 01/06/10, signed and sealed by Yiping Wang, P.E. G. OTHERS 1. Test proposal No. 08 -1489, issued to Gensteel Door Inc, approved on 11/14/08. 2. Distributor Agreement dated 01/22/10. Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0125.02 Expiration Date: July 14, 2015 Approval Date: July 14, 2010 E -2 ONE EXTRAANCHOR FOR ANCHOR INTO WOOD ONLY DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM GLAZED OUTSWING STEEL DOOR n.MI) - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE MISSILE IMPACT AND 00 NOT REQUIRE SHUTTERS. - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESI STANCE 18 OR IS NOT REQUIRED - ANCHORS SHALLBE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE bETAILS ARE NOT PART OF THIS APPROVAL - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. • - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE DESIGN LOAD SEE DESIGN LOADS ATSHEETOOF8 - WOOD BUCKS BYOTHERS MUSTBEANCHOREDPROPERLY TO TRANSFER LOADS TO THE STRUCTURE -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL MIN. 20 GA STEEL Fy a 42 KSI DOOR FRAME: MIN. 18 GA STEEL Fy =42 KSI • DOOR PANEL OPTION: STAINLESS STEEL A316 MIN. 200A Fy=42 KSI DOOR FRAME OPTION: STAINLESS STEEL A3I6 MIN. RIGA Fy=42 KSI NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. SINGLE DOOR TYP. ELEVATION O WIRE ANCHOR LAYOUT A7peeedea *Mew Florida Doe %/Zlr O NOAH Miami MOAMI DADE °MINTY YIPNG WANG, P.E. FLORIDA REGISTRATION PE #55983 CAN. 28677 JUN 02 2010 3 0 t O 10-21-2029 DEM Di AD-09 -003 8FD3E7 1 OF 8 CONCRETE 6 HEAD 01410 1 08 x1 ATTEK 00 OZ. TYP.ANCHOR TYPICAL THRESHOLD, APPRD FOR WATERIB!89TM E (Pan 171A1TO OPTIONAL. THRESHOLD rmTAR7lO5 02081) runt METAL ISTRUCTURE NPR `5 r 112 HEAD OPTION 2 APPROVED - SEALANT/CAULKING TO BEAPPUED AS EEDEO HEAD OPTION 3,(2, TYPICAL ANCHORS JAMB: TYPEA B/t6" DIA. ULTRACONS BY'ELCO' Fv==196 KS!. Fu ° 177181 DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fo1/4.3000 PSI CONCRETE 1 -12° MIN. EMBED 2 -12° MIN. EDGE DISTANCE TYPE B. 3t6° DIA. HLC SLEEVE ANCHOR SY 7 n TT DIRECTLY INTO k1/4g3000 PSI CONCRETE, 7 MIN. EDGE 0IET. DIRECTLY INTO 331/4.2000 PSI CONCRETE BLOCK, 3-117 MIN. EDGE DIST. TYPE C, TYPE 0. TYPE E. 1 -1/4° MIN. EMBED 3(B" DIA.SLEEVE_ANCHOR BY WEJ-T` DIRECTLY INTO k'e4000 PSI CONCRETE, 2317 MIN. EMBED DIRECTLY INTO fo1/4.2000 PSI CONCRETE BLOCK, 1 -1/4° MIN. EMBED 2318' MIN. EDGE DISTANCE 317 DIA. POWER BOLT TOWERS' DIRECTLY INTO fd 3000 PSI CONCRETE 2 -12" MIN. EMBED 7 MIN. EDGE DISTANCE 5/16" OIA SMS.OR MACHINE BOLTS (MIN, GRADE 2 CRS) OR STET INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/7 MIN. TICK.) STEEL : Fr. 301(81 MIN. ALUMINUM : 8063 -T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE G, WIRE ANCHOR (Fv 80180 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SIUCONEATPERIMETER HEAD OPTION 4 J HEAD OPTION 6 C.. TYPICAL ANCHORS (,THRESHOLD: TYPE F. • 1/4" OR 6/18" DIA. ULTRACONS BY'ELCO' FY ° 155 KSI Fu ° 177181 DIRECTLY INTO 33I.3030 PSI MIN. CONCRETE 1 -12" MIN. EMBED 2 -12° MIN. EDGE DISTANCE 134" TAPCON BY,JTW Fv ° 80181 Fu 9,120 KS! DIRECTLY INTO fc°3000 PSI MIN. CONCRETE 1.12° MIN. EMBED 2.12" MIN. EDGE DISTANCE ,Bp GLASSLAM SAFETY — 3116° H.S. GLASS PLU811 INTERLAYER WITH FT.AP .090' DUPONT BUTACITE RIB DOW CORNING 008 SIUCONE DOW CORNING 69S SILICONE �xx�g EXTERIOR 9i Sc 7H8° GLASS DETAIL Fe EXTERIOR I GLAZING OPTIONS 1 i A a 114° H.S. GLASS 117.-616116.96161. YIPING WANG. P.E. FLOR1DA REGISTRATION PE 055983 C.A.N. 28677 JUN 0 2 2010 ' MIAMI DADE COUNTY AD -09-00 SHEET 2 OP 6 (4) }° _20 x4• MS Or#14 x1° SMS STRIKE PLATE WITH (2) #12 SMS r. 2." SLEEVE ANCHOR EMBEDED 1- INTO CONCRETE HC822 REMOVABLE MULLION CONCRETE BLOCK IVES SB 453 SURFACE MOUNT FLUSH BOLT INACTIVE LOCK OPTION SEE SHEET 6) GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) 1/4" MAX SHIM SPACE TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) EXTERIOR 1/4" MAX SHIM SPACE EMAANCHOR INACTIVE AT EA. ANCHOR FAM° liNt1111111111111111 to x 12° SMS @ 12" O.C. OPENING WIDTH (SEE SHEET 1) MAX. FRAME WIDTH (SEE SHEET 1) LOCK OPTION # 1 LOCK OPTION (SEE SHEET 8) 7/18" OR 9/18" LAMINATED GLASS © ACTIVE ". ITEM 0 APPLY WHEN WATER INFILTR TiON 15 REQUIRED TYP. EXTERIOR 7/16" OR 9H8' . LAMINATED GLASS LOCK OPTION # 2 Mt*UJ DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION PE 155983 C.A.N. 28877 JUN 0 2 2010 E in L izi nA L 8 1 10-92 -2029 arra PEOVICT AD- 09-003 SHEET 3 OF 8 DOOR 14 x 14" 18 GA STEEL 44° LO ANGLE ,l}" DIA. ULTRACONS (14' EMBED) BOTTOM CORNER ANCHOR DETAIL TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) INACTIVE LOCK OPTION IVES SB 453 SURFACE (SEE SHEET 6) MOUNT FLUSH BOLT ACTIVE 114° MAX. SHIM SPACE EXTERIOR INACTIVE 7118° OR 9/16° LAMINATED GLASS #6 x 12" SMSSA� @ 12" O.C./A LOCK OPTION # 3 43 40-0 LOCK OPTION SURFACE (SEE SHEET 8) VERTAL ROD O ACTIVE 1/4 SHIM SPACE TYPICAL ANCHOR (SEE ELEVATION FOR SPACING CONCEALED EXTERIOR VERTICAL ROD #8x12" SMSJ LOCK OPTION # 4 @ 12° O.C. INACTIVE IN O LOCK OPTION IVES SB 453 SURFACE ACTIVE (SEE SHEET 8) MOUNT FLUSH BOLT Mt MIN 111111r I Xis 4/. 7/16" OR 9/16° x 12" SMS LAMINATED GLASS @ 12" O.C. 1/4" MAX. SHIM SPACE EXTERIOR LOCK OPTION # 5 7/18° OR 8118° LAMINATED GLASS Appracdassooptilestabli Medea • » D • WANT DADE COUNTY YIPWO WANG. PF. FLORIDA REGISTRATION PE 855983 C.A.N. 28877 JUN 0 2 2010 1 uogi iio wiz 4;.4. E Dam io-a -2009 Nib wb -0,e AD- 09WA -003 MEER 4 OF TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) ACTIVE VON DUPRIN LOCK OPTION PRECISION 9847 (SEE SHEET 8) HC 2800 INACTIVE 1/4" MAX SHIM SPACE TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) 1/4" MAX SHIM SPACE TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) 0 7/18' OR 9/18' EXTERIOR LAMINATED GLASS LOCK OPTION # 8 0 CONCEALED VERTICAL ROD�7 /16.OR 9/18' a� x 1/12 SMS /\ LAMINATED (� 12" O.C. LOCK OPTION (SEE SHEET 8) R- IMMI11111 N. EXTERIOR 7/18' OR /18' LAMINATED GLASS OPENING WIDTH (SEE SHEET 1) MAX. FRAME WIDTH (SEE SHEET 1) SINGLE LEAF LOCK OPTION 8 7 VON DOREX 9875 MORTISE EXIT © 114" MAX SHIM SPACE LOCK OPTION II (SEE SHEET 8) �lu - MEW ''''''''''''''''''''' MIMI= 1 le UM- EXTERIOR 7/18° OR 9/18' LAMINATED GLASS SINGLE LEAF LOCK OPTION # 8 APPOWASO OeR Neht1f0 DOS 41/10 NOM i � 4" 1;2 Miami yii % %•�' Cy _. MO DADE COMM. VINO WANG. P.E. FLORIDA REGISTRATION PE #55983 CAN. 28877 Q 1 v t 8 4 072 JUN 02 2010 CS-21,0 MIMS blUIP 210. vmmz 00 -0I5 MMEM I10. AD -09 -003 BNEEW 8 OP 8 DESIGN LOAD pa ®mao1.eo +80.0 PSF 40.0 PSF DESIGN LOAD °Oli @SS 00A /6P041 ®°`Ho 40.0 PSF DEBIGN LOAD ommm .0 KW Pam) +80.0 PSF 40.0 PSF LOCK OPTIONS A°fYTO5 GLT00 °g5 OPTION 2 (RIM EXIT W. MULLION) OPTION 1 ACTIVE LEAF; "SARGENT" 8200 SURFACE MOUNT MORTISE LOCK WITH HANDLE %NTH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38" FROM BOTTOM WITH (2) 8-32 x ° FN MS INACTIVE LEAF: 83/4" LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)#12 -24 SCREWS IVES° 58453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4)114 -20 x138° FH MS SURFACE MOUNT METALUC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) #10 x 1 -114" FH SMS OPTION 3 ACTIVE LEAF: "PRECISION 1102300 MORTISE EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 x 1 -1/4" FH SMS INACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE LOCATED 40" FROM BOTTOM WITH (4) 10 -24 x 1 -1/4" OH MS OPTION 5 ACTIVE LEAF: "PRECISION" HC2200 SURFACE VERTICAL ROD. (4) 1024 x 1 -1/4' OH MS. LOCATED 39 -3/4" FROM BOTTOM INACTIVE LEAF: °IVES' 58453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (4)12 x 1 -1/4° F11 MS OPTION 7 SINGLE PANEL DOOR ONLY "VON DUPRIN° 9876 MORTISE EXIT WITH (2) 8-32 x 3/8° FH MS. LOCATED 393/4" FROM BOTTOM • THIS OPTION QUAUFIES FOR DOUBLE DOOR APPIJCATION WHEN USED WITH °IVES° S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM RESIGN LOAD OM WESe 5 alOVUM *808.0 .0 PSF 45.0 PSF DESIGN LOAD • SA Ban WW1 80ieW150 +85.0 8.0 PSF 45.0 PSF DESIGN LOAD 0. WM MAW 020,41011111....9 +88.0 PSF 48.0 PSF DESIGN LOAD wme®eemn aammmuum +BOA PSF 40.0 PSF ACTIVE LEAF: PRECISION" 1102100 RIM EXIT MECHANISM. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH ACTIVATING PANIC DEVICE LOCATED 41 -3/4" FROM BOTTOM WITH BY (4)10.20 x 1 -1/4" OH MS INACTIVE LEAF: "PRECISION° 1102100 RIM EXIT MECHANISM. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE LOCATED 41-3/4" FROM BOTTOM WITH BY (4)1/4 20 x 1" FH MS MULLION: 110522 PRECISION HARDWARE REMOVABLE WITH (4) }• 20 x MS OR #14 x 1" SMS AT TOP. ;" x 24" SLEEVE ANCHOR EMBEDDED 14° INTO CONCRETE AT BOTTOM. OPTION 4 ACTIVE LEAF: °PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE WITH (4) 10 -24 x 1 -1/4 ". LOCATED 36412° FROM BOTTOM INACTIVE LEAF: 'PRECISION" HC2200 SURFACE VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE WITH (4) 10 -24 x 1.1/4° OH MS. LOCATED 39-1/2" FROM BOTTOM (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED 1MTH (2)1/4 -20 FH MS OPTION 6 ACTIVE LEAF: °VON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 832 x 318" PH MS. LOCATED 393/4' FROM BOTTOM INACTIVE LEAF: 'PRECISION" 1102800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE WITH (4)10.24 x 1 -1/4". LOCATED 39-12" FROM BOTTOM HINGES: STEEL MORTISE HINGES 3 PER LEAF. LOCATED AT 9-f ° MAX. FROM TOP OF DOOR TO CENTER LINE OF HINGE. AND TO BE SPACED OUT 37- 15/18" MAX. FROM CL TO CL OF HINGE TO BE FASTENED BY 012 -24 x j" FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION U088 DADE COUNTY `CMG WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28877, JUN 02 2010 1 1 9 114 B 8 1 00-22 -2009 w+x x2u AD-09 -003 Ana 8NERT'8 or 180A EMA DOOR FRAME JAMB AND HEAD 12 GA REINFORCEMENT PLATE PRECISION HC822 MULLION OPTIONAL THRESHOLD THRESHOLD 10 BA, MORTISE Loa( EDGE REINFORCEMENT 2 yr -is GA STEEL CAP DRILLED AND TAPPED FOR 112 -24 SCRIM HOLES DRILLED Al2-24TAPPED FOR H SCREAM . HR1030, HINGE REINFORCEMENT FR1100 ASA STRIKE BOX REINFORCEMENT 2 IAMB OA ETEEI. CAP U7.18 0A CAP 0.173' PART No. DR1010 .134" THICK STEEL HINGE MORTISE BOX REINFORCEMENT 19 MMONTMENONOR earn a.na FA3030 MASONRY WIRE ANCHOR GLAZING BEAD (20 GA) MIAMI DADE COUNTY MUM 116. AD -09 -003 EHSET 7 OF 8 BILL OF MATERIALS ITEM PART No, MATERIAL QTY. DESCRIPTION MANUFACTURER /SUPPLIER/ REMARKS 1 - STEEL OR ST /ST AS READ. FRAME HEAD /JAMB (5-i' x 2') 18 GA. (0.048M1N) Fla 42 KSI MIN 2 PMK177 ALUMINUM 1 THRESHOLD WITH THERMO SEAL INSERT 0 PEMKO 177AT 3 - STEEL OR ST /ST AS REQD. DOOR PANEL 20 GA. C0.036MIN) Fy= 42 KSI MIN. 4 DR1010 STEEL AS READ. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REQD, PEMKO 387 CLOSED CELL SPONGE TEA RSTRIP PEMKO 6 - STEEL AS REQD. a' x 4. 12 GA. STEEL REINFORCEMENT GENSTEEL 7 HC822 STEEL AS REQD. ' X 3' X 1 /8'THK. REMOVABLE MULLION PRECISION HARDWARE HC822 Fy = 46 KSI 8 FA3010 STEEL . AS REQD. EXISTING MASONRY ANCHOR GENSTEEL 9 SB453 - AS REQD, SURFACE BOLT IVES $8453 10 FR1200 STEEL AS REQD. 1 -1' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18. GA. (1-4' x 1 -i' x 4 -i' LID GENSTEEL 12 HR2000 STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HR1030 STEEL . 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 14 DR1700 STEEL AS REQD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REQD. ASA STRIKE BOX GENSTEEL 16 179 -454 STEEL 3 PER LEAF DOREX, HAGER 41179- 454 -15 HINGE STANLEY 17 FA3030 STEEL AS REQD. MASONRY WIRE ANCHOR .173 DIA. 18 - STEEL AS REQD, 20GA. DUSTBOX. GENSTEEL 19 - STEEL AS REQD. 20GA. CHANNEL AROUND PERIMETER OF LITE CUT -OUT GENSTEEL 20 - STEEL AS REQD. 416 x i' MIN. SMS @ 3' FROM END 21 - STEEL AS REQD. STD, 20 GA. THERMAL LITE KIT GENSTEEL 22 - STEEL AS REQD. 20 GA..GLAZING BEAD GENSTEEL 23 - STEEL AS REQD. • 06 x 1' GLAZING BEAD SCREWS • @ 2' FROM ENDS & SPACED,10 -1' O.C. MAX. 24 PMK 2005AT ALUMINUM 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PEMKO 2005AT 25 PEMK00315 -N - 1 PER LEAF. WEATHERSTRIP AT BOTTOM OF PANEL PEMKO 26 -. STEEL 1 PER MULLION 1 1/2' x 2 1/2' FULL LENGTH STEEL BAR REINFORMENT A36 PRECISION HARDWARE HC822 INSERT 27 PEMKO P375. - AS REQD, PEMKO 375CR ASTRAGAL WITH SPONGE NEOPRENE PEMKO WEATHERSTRIPPING CORNER FRAME CONSTRUCTION 1 1 a 1 r� d 00 MP g 1 5 1 MIAMI DADE COUNTY WING WANG. P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28877 JUN 02 2010 DQD w -a •2me Sault DRAW N0 DB -0,5 IMMO AD -09 -003 SHEEP 80P8 bt1Yt 1 DE COMPLIANCE OPFJCE ( Q). PRODUCT CONTROL DIVISION Arch Windows, LLC dba Ate?- 8130 74, tven►ie Mc *Timm anSisaued underttheappli ite.rules arid.r matei'ials = documcntatimksubz n view )ivis o t anrd.a ted by the l ctatrd fF uies d; Appeals'„ 1 other awhere allowed by the Authority Haying 7uris__ Mk' OM's Oh* nQt be valid oaf lration date e I be'Ow :• The Miami;: )ade �F1 VL�. `Control Division Jn Mien AA /ade Counter): and/or the (n other than l anti 3ade .tit it reserve the, right to have jjavoftivq4.yor. o ntatatinileat4 fOr eittaft attettinee purposes. - lf:thla: product: • I naterial fa 42o 4e orrn in the, ac i pted tnai er the manufaoturer=will inourthe expense ofd and., the -Aar tt y 4ntmedlately revoke, n i y or suspend.' the a welt product or` niateritai vain.. their tirisdtct on B04:4:i ewes` the ter. ohe *it.** ti ifit is determined by Miauti ade County.: of C iittta Division :that flits product, or :material f t t . „r ita uts of the appii tb`le building +code. 4u t is approved aa: `# herein, MOWS been :designedto v ply withi a FJs da u,.,ild iig udh g to Sigh Velocity Iurtaic ne pone-, DES P N Series "isOo” A pima Sixt e-H>i W1 ►dow= -'% +%L. APPROVAL-DOCUMENT: DrawineW W05 -31,' 1 ' ,. 00 ►lulu SrugleIlungWindow alltt.I heelt I ugb $: o5, dated O7 6/2005 with revision "l"dated O3I1 OtlO, pr l l ai station, signed and seam by iavad Ahmed, P, ., bearaugthe . i t Dade onnty ut Control l vision p wt ate I t A ptanee � 1.0. *ion dateby the M a niOde: !�'liApll- 7J1'�IL'e 5 PPP A tillM0 -1MDR ‘ ittitt&ti '. 140 WEST I?LAGLER S IBE T, SUITE 1107 1404,4 .1LOPCM;33130-1563 (303) 315=0 (3 ) 3V2 -6339' :www a mil de. o ►talfistecode! g the O`ero eOnattnetion County Product control Used Mta mtt itoCOnttlyeed e oft *pogo I p 1 staut unit shall bear a permanent label with themannfacturees name or loge,,city, std and. ;following S iren, ' 1: Dade Corm Product Control >Ap ptOitd , unless otherwise no E of NOA shall be considered after a Tenewat a on" has been filed and th no charge in tl° m3119010 buildnegatively ad th 4114Veiftstinanoe .ofthis-produet. TERMINATION of this NOA will boyar afterthe esniration4to ere has home_ revision in ,the s, or m etttr he p et or proms Misuse of this NOA as an endo men-, cu e ad a icing or an other purposesshalt, - [+ s comply with any section of this N t l be Ise for t e 0A, numb preceded; by the words Miami-D in, e4 site littire. lF =Oration date rr dish Yed, aB it Shall e donei>t.1 0N. A cis? y Of gib entire iOA shall be provide& a ail' be aVai el<ot insp ion the job sitte distri ThIa A t1 renews OA No -A9 316.09 a td e, and E-Z as-well:as approval do mei bone tt' abo rnm ion'was by u bite D.- Gaseon*It E . rMa, and he NOA is ie it utttfa ire ofthe Building( 4 = 0 1 l l algae 015 2010 Pagel NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT 0 REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subtect to the requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site: fabrication processes and techniques of construction; coordination of work with that of all other trades and the satisfactory performance of work. LIAN JE ,';'NA O SKI ASSOCIATES, LLC /J1 Arch Windows -4-141X dba AWP NOTICE OF ACCEPTANCE: EVUIKSVBMITTED B. "UWINGS 1. Manufacturer's die drawings and sections. 2. An** No W05-31t Sheets 1 through 5 of5 titled 'Series 2500 -Vum. Hung WitidTe,Igep4red by At-Parc:tog Cor oiton, 4ated V7/26/2005 with ray** "D" dated 01/10110, prepared by-Al—Parooq CoVotalob., agOed and sealed by iirvad 401114 P. B. T- ...1),Airjuglirstion Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading pealltITAS102-94 Water Resistanpp Test, 4) Large Missile,mipset:Test-per FBC, TAS 201494 Cyclic Wind Pressure Loading per FBC,,, TAS 203-94 6) Forced Entry Test, per FBC 24101.1, TAS 202494 marked—up dramiogs and installation diagram et alutrun—uni-singleluug ed by Fenestration Testing Laboratory, Inc., Test Report No. _ , 02,2009, signed and sOkial*Iviinliner R. Wenzel, P. E. 2. Missile impact Thfitfitt5-FBqTAS,., .20-94 2) Cyclic Wind Pressure Loading per Ft0*-TAS'203...94 along ihithnlaktbd—i1P4rawings and installation diittprentotalotelotai single hung prepared by Fenestration Testing Laboratory, Inc., Test Report No. dated ,$1.0-34!.1607fligned and sealed by Carlos S. Rionda, (So...-vnikettifiogr $40 .At" 09-0316.09) Teat fOljor4 P1• UN* Infiltration Tot, per MC, TAS 10244 2) Uniform Static Air PrO0 .„$t1t0T04.,,,, Ladino per PAC TAS 202494 :ateivReA:stance:Te4 per FBC, TAS 0244 4) Forced rintry Test, per FBC 3603.2 and TAS 202-94 along with ow drawings lithinstallationjlitstithi of aluminum single lams Am) prepared Wilurriesues'*glnepriut Teat. Report*. HATI-04-1419At4itedigek.A2005; signcd and scaled bylitate Ghia, RE, atibliitMet triderNtiANo..:05tp$0.04) 4. rt.:.:41eports on: 1) Large Missile Impact Test per ,FBC, TAS 201-94 2) Or* Wintliressure:tO4dittgAt FBC, TAS along with 4rAwliwnnainstallnennAignern of single ,, hung "thudowilf0Pardd*BurricaneiFttiginnering &Testing Inc., Test Report 0$11404-44190, dated rah, 242005, signed and sealed by IY.0010.-13 POW*: ar-uktRO 454810.649. E. AO*: • 10414280 „.. Exl,lratlon ',40oconibetIti24/15 PrOY410041. Augotntono: Arch Windows. LIZ 413a AWP clo OF ACCEPTANCE: EVIEWNCE SUBMITTED C. CALCUL& _QM 1. Revised anchor ealetdatigas and structural a-nalysis, coniplymg With 1BC-2007, dated 04/21/10, ptePakedl)YAljar°°q Corporation ' *lied, sealed and dated 07/28/10„ by Jo/WA-woad, P. E. Compljes with ASTIVis E1300-02 D. QUAL 1. Isilde Buildingeode Compliance Oface-(Th00)- aw, CTRTMCATIONS dceofAcceptaneel*. 08-0709.04 issued-to GlasslantN .G.4:Ino, for di. Sir "Sdcty-I1us n Lamituttol Glass" dated 00/11 ' on 08/07/13.. 2 Notice OfAcceptancelgoi 064216.00 issued to Solutia Inc. for thOir "Saf1e1UG Mater volored interlateedated 05/04/2000, expirimg 912 05/21/2011. Fe STAIIMFATS 1- Statemei4 letter of eenferMATIce. no Onandal interest and compliance with FlIte-2007., daxe4MarchO8, 2010 signed and sealed by laved 2. Statement letter demiformate e by Fenestration Toing LoboTototy, Inc.,' ost Report .11'04-6088, data December -04,2009,itnedand sealed by Michael L W 3- No letter AfrotAnnomee by Peoestrotion Testing Laboratory, Inc, Report N 52500 dated JulY31,2007, signed and =04 by Carlos S Rionda, (1* tittiktkNOA No, 89-0316.09) 44. Statement ietterofautfitinante and independence by Humcaue Engmeeri Testing Inc test Report No.'s 11211-44-1419A and NM-04-1419B, dated Jatii#117 21,2005, Signed and sealed by tvenne Olds, E. (Slit)nitted -wader N.O. PTA. 05-0810.049 OTO1- Native of Aoceptance No 094316409, issu AVVP, LLC for their *Series 25 Single lltang Window - L.M.I.", approved on 04/29/09 and expiring on g - 2 Aline 010041teiluettontrOt Division ,NOA No. 10.4:0428.0 Expiration ThitOt December:44MS ,A0f4tatihitSi Angust44:"... 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