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WS-12-1012Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176380 Permit Number: WS -6 -12 -1012. Scheduled Inspection Date: August 23, 2012 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Browne Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: PP3 CONSTRUCTION CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360010160 -14 Phone: (305)389 -0065 Building Department Comments REPLACE EXTERIOR ENTRY DOOR TO DORMS Passed 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- 174383. WEST FIRST SECOND August 23, 2012 For Inspections please call: (305)762 -4949 Page 13 of 31 NOTICE OF COMMENCEMENT A Rama COPT MUST MIMEO 08135 AB SITE KfTIMEIWFDIST INSPBSIMI 1-4-/Z PERMIT NO.,e1:‘ -/0/3 TAX FOLIO NO /42.4.34/20/4/40.--049 STATE OF FLORIDA: COWRY OF MIAMI-Me THE LUIBISIGNED hereby gives rake Beet impnwernents w3 be made to certain mai property, and in exordance %Oh Chapter T13, Rodda Mattes, the followbsa Infonnation Is provided In this Notice of ComMencemerd. . - Space above reserved for use cdreconlisw office 1. LerjaJdeacripfion of ploperty-and greet/addle= Barry University" ..11.3.4a0 NE. 2nd Ave Miami Shores, FL 33161 2. Description of huprovement Browne - Renovation 1+,3 i; 11111 CFH 2012R0403852 OR Bk 28141 Ps 2364; (113s) RECORDED 06/07/2012 15:4522 HARVEY RUVINv CLERK OF COURT MIMI—DADE COUNTY, FLORIDA LAST PAGE 3. Owner(s) name and addresc Barry University. 11300 NE 2nd Ave. MS. FL 33161 Interest in property; Name and address of les sintplethiehokler: 4-.CictrttrectPr's none, address rand phone number: _ ?3 Construction. 750 NE 96tb Street mama Snores, FL 33138 5. Surety: (Payment bond requhed by owner from contractora any Name, address and phone number Amount of bond $ 6. Lender's name and addles= T. Persons within the State of Florida designated by Owner upon shorn framers' other documents may be served as provided by Section 713.13(1X47., Rorida Statutes, Name, address and phone math= 8. to adon to himself, Owners designates the following person(s) to receive a Ixopy rd the Liervart Neter' e as provided trt Section 713.140(4 Florida Statutes. Name, oddness and orte number: 9. Expiration date of this Notice of Commencement (the egittaV09 datels 1 yearttaratte dated nicarenguntassadfftereattistelsap00104 WARNING TO OWNSFk ANY PAYMBOS MADE BYTHEOWNER AMR THE EXPIRATION OFTHENOTICE OF ODMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER TA PART' I, SECTION 713.13. FLORIDA SWUM AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP A NOTICE OF COMIZENa3dENT MUST BE RECORDED AND POSTED ON THE JOB S1TE BEFORE 'THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN RNANCING. CONSUCT WITH YOUR LENDER OR AN ATTORNEY E6F005 COMMENCING WORK oR RE0000INS YOUR NOTICE OF COMMENCEMENT. agnature(s) of Owner(s) or Prepared By Print Name Title/Me SIM OF FLORIDA COUNTY OF MIAMI-DADE The Officer/DirectcdPartnerNanager .PrePared BY Print Name Titte/Office bakes me this :71)* day of tAAY 2017, totorm, or CI produced the 10110141g type of Signature of Notary Pubfim Print VILIA711110VITIME MY COMMISS10110 lifF26029 2019 Under partakes of perjury, I declare that I lave read the ''''' ■..:a';; ; 1.. .., .. i i.....a 1 ia .1:St. ..,1.. 1 ma W.-7,7,-.31.1, 0'11 ief.t. '....... rg- ....2 • ‘.. ',..-4. 'ftli'ic'''. ,j. ==igt. 4:44.1i41 • , . that the facts stated in k are true, to the best of my do' Signatwe(s) a , tAuthotized OfticedDirector/Partner/Manager afro shred above: 40°' By By SELOGSt RIGIF3 • 1. tei 0 BUILDING Miami Shores Village Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ITTM- JUN 042Q BY: ypeg_20 Permit No.V \l U Ot—e l PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: //3 D Al 0.2N0 .4#j' ROOFING 74/2A/G- /744 / / City: Miami Shores County: Miami Dade Zip: 33/6/ Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):430900ey uicti'✓e9►,/3/j —44.0r . Phone#:43ds 89ir-.30 00 Address: / /►Zd t' we .02.0.0 /toe - City: /11.004f; S l/+0 44 *3 State: IrL Zip: jrJl /. l Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: "%p -r ego 443 /'ti m ,.'v w., 9 +ti . Phone#: *leis `.3c9 f -OO4' Address: 7 iV f( fie IA it 451 • City: /V/e 'ors State: Zip: .. i3 /3'b Qualifier Name: et, , IF vie, e-u Phone#: 3vS - S&34► -- DOG4 State Certification or Registration #: C G /. J !o ..s" 5 Certificate of Competency #: Email Address: 6a h ' e...190.3 �o.3KD ems Argil a�!'o v C p s4 Contact Phone #: !' DESIGNER: Architect/Engineer: rAtf'04S 4.7.04 0.40,0 $,4' set Phone#: 9'$V '4 / -4'06 Value of Work for this Permit: $ .34' 000 Square/Linear Footage of Work: Type of Work: ()Addition ()Alteration ()New 1 epair/Replace Description of Work: Rer /oft of elf "eig. 64'41, /V* UDemolition AO ~at �MMrc. Color hru t6le: `/ Q ***************************************Fees******** *a **** a ******** ** **** * * *** ** Submittal Fee $ Permit Fee $ z'` = -- J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ n TOTAL FEE NOW DUE $ /tr • O Bonding Company's Name (if applicable) Bonding Company's Address City State Zip /Vol Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Ate 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 FT FCTRICAL 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. In the absence of such posted notice, the inspection will not be approved a;,� einspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 3 Sr day of y , 20 12-, by i'( who is personally known to me or who has produced As identification and who did take. an oath. NOTARY PUBLIC: The foregoing instrument w acknowledged before me this day of , 20 , by 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 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires: Zoning Clerk Permit No: 12 -1012 Job Name: June 7, 2012 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) Provide the wind load design criteria. 2) The plans show compliance with the 2001 FBC. Please correct. Plan review is not complete, when all items above are corrected, we will do a 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 - 762 -4859 IVIiami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: UUS [1-1°1S DATE: Y 7 I, 61aiioni /ll-J�i� Contractor Owner Architect P` . v up 2 sets of plans an other)S Address. From the building department on this date in order o have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin . Department to continue permitting ' rocess. Acknowledged by: PERMIT CLERK INITIAL: 1 RESUBMITTED DATEto 1 I I l 12, PERMIT CLERK INITIAL: e_, Permit No: 12 -1012 Job Name: June 7, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide the wind load design criteria. 2) The plans show compliance with the 2001 FBC. Please correct. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a 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 - 762 -4859 MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33)75 -2474 T (786) 315 -2390 F (786) 315 -2599 www,miamidademov /nera/ 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 Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "GenStornt" Inswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. AD11 -04, titled "Genstorm Opaque Inswing Door - LMI", sheet 1 through 8 of 8, dated FEB 21, 2012, 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. See Design Pressures & corresponding Hardware in sheets 1 & 6. Max. Exterior (positive) DP= +33 (double), +65 (Single) w/ PEMKO -177 AT threshold, where water infiltration requirement is needed. 2. Options #1 , 2 & #3 require total two (2) flush bolts (top/bottom) on in -active panel. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Hiokmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901 -1911 and seriemodel and the statement: "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has beer. 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, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11 -0907.01 Expiration Date: February 23, 2017 Approval Date: March 08, 2012 Page 1 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 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 performance of work. MANUEL SYNA 1 ASSOCIATES, LLC X23./ Date Genstecl Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD11 -04, titled "Gtenstorm Opaque Inswing Door - LMI", sheet 1 through 8 of 8, dated FEB 21, 2012, 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 (w/ PEMO 177 Al) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 7) Tensile Test, per ASTM A370 -05 Along with marked -up drawings and installation diagram of Genstorm Opaque Double & Single Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). 6491, dated 05 /31/11, signed and sealed by Martin D. Brinson, P.E. Note: This test report has addendum letter dated Nov 11, 2011 issued by Fenestration Testing lab, signed and sealed by Martin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 & FBC 2010, prepared by MCY Engineering, Inc, dated 08/31/11 and last revised on 12/03/12, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370 -05 item B (1) (7) 2. Tensile test report NO. FTL 6745 per ASTM A370 -05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D. Brinson, P.E. F. STATEMENTS 1. Statement letter of conformance dated 12/04/11, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, F.E. 2. Statement letter of no financial interest dated 08/04/11, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 3. Statement letter of Lab. Compliance, as a part of above test reports. 4. Addendum letter dated 11/11/11 issued by FTL, signed & sealed by Martin D. Brinson, P.E. G. OUTER 1. Test proposals # 10 -0769R dated 11/27/11 and e-mail 11/01/10 approved by PERA. 2. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. luting I. Caanda, P.E. Product Control Examiner NOA No 11 -0907.01 Expiration Date: February 23, 2017 Approval Date: March 08, 2012 E -1 • 1r 7G' MAX. (FRAME WIDTH) 72" MAX. (DOOR OPENING) TMOANCHOR8ATTOP OHS EXTRA AI tOR AT CENTER FOR ANCHOR INTO WOCO ONLY s'MAX SILL CORNERS ,+ 16'JB J (XX) TYPICAL EXTERIOR ELEVATION (DOUBLE PANEL INSWING DOOR) SERIES OEN8TORM OPAQUE INSWING ST®. DOORfLW) - THIS PRODUCT HAS BEEN DESIGNED MID TESTED TO 0081PLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDIHA CODE 2007 10 EDIIIO N DI LUDWG HIGH VELOCITY HURRICANE ZONE (GMHZ). • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. -SEE DOOR DESIEN LOAD CHART FOR APPLICABLE WATER RATING WITH SRI PEMKO 177 -ATOR PEMKO 2008 AT - ANCHORS SHALL BE AS LISTED, SPAN AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. METAL STRUCTURE$ NOT BY GENSTEEL DOOR CO. MUSTSUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 40' MAX. X (FRAME WIDTH) 38' MAX. (DOOR OPENING) 4- f- i • ti i } +♦ i • t +d + • • M -• • + + ' + • • • • • • +• .+ r • • • • • • • 44 04 +++++4("." • • • �i + } 4 4'. } + 4 4. FEE DETAIL ON ✓ HEET2 +' + 1.+4.+4+4 4 •+j + . P + + 4 . • 4+ ;44.***** • + t . 4 + 1Tt 8° MAX. 12' SILL CORNERS MAX. (X) TYPICAL EXTERIOR ELEVATION (SINGLE PANEL INSWING DOOR) - WOOD BUCKS SYOTHF.RS MUST BE AN MDRED PROPERLY TO TRANSFER LOADS TO THE&TRUCTURE. -A LOAD DURATION FACTOR IN ALLOWAS E STRESS 18 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL: MIN. 28GA. STEEL(YIIN. Fy ■4731081 MIN. DOOR FRAME: MIN. 18 GA. STEEL MIN. Fy ■ 4731031 MIN • DOOR PANEL STAINLESS mow 20 OA STAINLESS STEEL. DOOR PANEL MEETING MIN. Fy ■ 473851 OR BETTER MAY QUALIFY HAVING 18L TE4ASAVERIFICAIIONOF THE AVAILABLE MIN. YIELD STRENGTH. -DOOR FRAME STAINLESS OPTION: 18 GA STAONLE88 STEEL DOOR FRAME MEETING MIN. Fy ■ 473181 OR BETTER MAY QUAUFY HAVING 'MIL- 3R11FlCATE"ASAVEIBFICATiONOF THE AVAILABLE MIN. YIELD STRENGTH. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �o 3. GREAJT FILLED JAMB WIRE ANCHOR LAYOUT DOOR DESIGN LOAD FORMS MOM AIMVIWRINWIEFI AO PORIMEDIP, RIO OOUBLECOOR eRFOLEOOOR Yp1HELPMC irlda ab auras .Ha 1TT.AT ♦ 1 + + fi •fi. +t • +4 +88.OPSP +88,OPSF 485.OPSF +8.OPBF 4' 1 + +.�. i .B6.OP8F 4S.OP8F �.. / SEE MAD- ON SHEET 2,,, C . • tt+ + 4`+ + +r�1f'.'...'«1«".','...'•V.'•`• + + ti + • . + + • t t + ..+++."..`k.,+«".'..«+«"..,«+«'.4.4 ++ .1 •r .1.1 \ • • +• 4 ••• + t t 1Xt + I. • FCUmm? E3 + • • -ONADT vi.. � •,,, i • .1 • r • • 4 4 + } • + •• }••r +• +I+ /,4ATME + .+ • /. + + i . +1 • •fi•4•. .•} + _ + - + _a„_ . + fi a+ • t. • 9 O e t •88.0PSF 10 s'MAX SILL CORNERS ,+ 16'JB J (XX) TYPICAL EXTERIOR ELEVATION (DOUBLE PANEL INSWING DOOR) SERIES OEN8TORM OPAQUE INSWING ST®. DOORfLW) - THIS PRODUCT HAS BEEN DESIGNED MID TESTED TO 0081PLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDIHA CODE 2007 10 EDIIIO N DI LUDWG HIGH VELOCITY HURRICANE ZONE (GMHZ). • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. -SEE DOOR DESIEN LOAD CHART FOR APPLICABLE WATER RATING WITH SRI PEMKO 177 -ATOR PEMKO 2008 AT - ANCHORS SHALL BE AS LISTED, SPAN AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. METAL STRUCTURE$ NOT BY GENSTEEL DOOR CO. MUSTSUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 40' MAX. X (FRAME WIDTH) 38' MAX. (DOOR OPENING) 4- f- i • ti i } +♦ i • t +d + • • M -• • + + ' + • • • • • • +• .+ r • • • • • • • 44 04 +++++4("." • • • �i + } 4 4'. } + 4 4. FEE DETAIL ON ✓ HEET2 +' + 1.+4.+4+4 4 •+j + . P + + 4 . • 4+ ;44.***** • + t . 4 + 1Tt 8° MAX. 12' SILL CORNERS MAX. (X) TYPICAL EXTERIOR ELEVATION (SINGLE PANEL INSWING DOOR) - WOOD BUCKS SYOTHF.RS MUST BE AN MDRED PROPERLY TO TRANSFER LOADS TO THE&TRUCTURE. -A LOAD DURATION FACTOR IN ALLOWAS E STRESS 18 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL: MIN. 28GA. STEEL(YIIN. Fy ■4731081 MIN. DOOR FRAME: MIN. 18 GA. STEEL MIN. Fy ■ 4731031 MIN • DOOR PANEL STAINLESS mow 20 OA STAINLESS STEEL. DOOR PANEL MEETING MIN. Fy ■ 473851 OR BETTER MAY QUALIFY HAVING 18L TE4ASAVERIFICAIIONOF THE AVAILABLE MIN. YIELD STRENGTH. -DOOR FRAME STAINLESS OPTION: 18 GA STAONLE88 STEEL DOOR FRAME MEETING MIN. Fy ■ 473181 OR BETTER MAY QUAUFY HAVING 'MIL- 3R11FlCATE"ASAVEIBFICATiONOF THE AVAILABLE MIN. YIELD STRENGTH. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �o 3. GREAJT FILLED JAMB WIRE ANCHOR LAYOUT DOOR DESIGN LOAD FORMS MOM AIMVIWRINWIEFI AO PORIMEDIP, RIO OOUBLECOOR eRFOLEOOOR Yp1HELPMC irlda 9TH BUM 900b3 auras .Ha 1TT.AT MAmus. P000DATOAT NOT APPROVED FOR *A RINFB.TRAY1O1 +88.OPSP +88,OPSF 485.OPSF +8.OPBF •88.OPBF .B6.OP8F 4S.OP8F 45.0PSF APPROVEDFORW+.TER 60FE.TRRTION +33.0 PEP 433.OPSF +IMOFSF +33.0 PSF 45.0F8F •83.OPSF •88.0PSF •85.0PSF MAW DADE Doui+tt � 1W�.i ..... 1i+IG , • F OP • O,. 1 DM= Ilk AD11— 04 353(4 MAX. )R PANEL Ell Eil _QO1T_tZM__MEMB ANCHOR DETAB. IONAL) orj I v v © C1 11] 13 El El o v El El OPTIONAL EMBOSSED DOOR LEAF PATTERNS (MIN FY = 47.3 KSI) SEETYPCAt. AROMAS IN SHEET 3 . WEE ELEVATIONFOR SPACING SHEET 1) '70 \ WEE TYPICAL ANCHORS IN WIWI (8EE ELEVATION FOR SPACING SHEET 1) EXTERIOR EXTERIOR DOUBLE RABBET ANCHOR LOCATION EXTERIOR $lNOLE RABBET ANCHOR LOCATION RNA DADS COUNTY e • '8TA OF t� SHEET 8 OP B SUBSTRATE #6 5518 V O.C. 0 SMS TYP. VI 1314. 1 HEAD DETAIL (SINGLE RABBET FRAME) A8 X TIME 80.C. MIN. EDGE DIST. PUNCHED HOLE P 1 TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) TYPICAL PEMKO 177 -AT THRESHOLD WATER RATED THRESHOLD (SEE Op TABLE ON SHEET 1) SUBSTRATE g HEAD DETAIL (DOUBLE RABBET FRAME) laX1•SMS �e ova MIN. .EDGE DIST. L 1 S 1 TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) TYPICAL PEMKO 2005AT -THRESHOLD NON -WATER RATED THRESHOLD (SEE Dp TABLE ON SHEET 1) • �. >• ;u. 8M8'DIA.TAPCON8BY91W Fva9OKSI Fue125KS1 DIRECTLY INT02BY WOOD BUCK DIRECTLY two CONCRETE BLOG(0 2000 PSI DIRECTLY INTO ida3000 PSI CONCRETE 1 -12" MM. EMBED 2 -1/r MIN. EDGE DISTANCE TTPE lataLtiallMalttgialina DIRECTLY 'EITOR PSI CONCRETE3' MIN EDGE Den. DIRECTLY INTD PSI CONCRETE BLODK,312' MM. EDGE DIET. 1 -1/4' M@L EMBED & 3-314•1310. SPRIG TYPE C•, 9B"D1A.8L8EYEANflIORBY49E3dy DIRECTLY INTO 10.40130 PSI CONCRETE, 2.918' MIN. EMBED DIRECTLY INTO 04000 PSI CONCRETE emit Hie MIN. EMBED 3112 MIN. EDGE DISTANCE &4MlN.0.0. SPACING M DyF 31B" DIA. POMIER 801 T BY'POWERS' DIRECTLY INTO id PM CONCRETE 2- 12" EMBED 3'MIN. EDGE DISTANCE Met 40.0. SPACING 8f16" DIA. SMSOR MACHINE BOLTS BA1N GRADE 2 CRS) OR 8757 TYPEF STEEL : Fy* MST MM. MT0 METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK) ALUMINUM :808378 MIL (STEEL IN CONTACT WITH ALUMNI= TO BE PLATED OR PAINTED) ]YPff O. WIKER OR EFy m 80 keU 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO FILLED CONCRETE BLOCK TYPICAL ANCHORS E THRESHOLD ▪ DIRECTLY INTO fc -3000 PSI MIK CONCRETE 1- 12" MIN. EMBED 2-•2° MIN. EDGE DISTANCE . TAPCONBYNW Fe .9001 Fa =120431 DIRECTLY 1NTOtc*3000 PSI Met CONCRETE 1- 112 UN. MED a -1/2 MIN. EDGE DISTANCE MENU ALL FRAME JOINTS AencoRNERs TO BE SEALED MTN SILICONE AT PERIMETER MIAMI DUDE COUNTY g t �tstt tttttt 404 " Vic: t: ' "1• • PE /85983 -••••• ETV #d:' OF .0 ttt RIO N. FEB .' IAL ea, n-ev/ ▪ OILIK•0 110. • ADD.— 04 MET 3OF0 SEE TYPICAL ANCHORS IN SHEET 3 (SEE ELEVATION FOR SPACING SHEET 1) WIRE ANCHOR (SEE SHEET 1 FOR SPACING) SEE TYPICAL ANCHORS IN SHEET3 (SEE ELEVATION FOR SPACING SHEET.1) SEE TYPICAL ANCHORS IN SHEET3 (SEE ELEVATION FOR SPACING SHEET 1) ®OR SEE LOCKOPTIONS AT EA, IN SHEETS ACTIVE ANCHOR NOTE: JAIL MUST FULL BEARING ON SUBSTRATE. DOOR SECTION DETAILS FOR DOUBLE RABBET DOOR FRAMES EXTERIOR MWB DOZE COUNTY CAM. 28sn • c33 i >t s AD11 -04 OM 4 OF 8 UN Max SHIM SPACE SEE TYPICAL ANCHORS IN SHEET 3 (SEE ELEVATION FOR SPACING SHEET 1) SEE TYPICAL ANCHORS IN SHEET 3 (SEE ELEVATION FOR SPACING SHEET 1) k SEE LOCK OPTIONS IN SHEET S WIRE ANCHOR (SEE SHEET 1 FOR SPACING) S r,� OP_ �t�! RJ.MISII11111111- 1initl1.1 111111'i� p mu__ iii m_ , M 0 \ ®OR‘1j ,- . SE.LO ECKOPTIONS ACTIVE AT EA AT ° ?` EXTERIOR IN SHEET e GROUT FILLED FRAME JAMB fc'=3,0II1 PSI MIN. SEE TYPICAL • . ANCHORS IN SHEET 3 (SEE ELEVATION FOR SPACING SHEET 1) NOTE: JAMB MUST BEARING ON SUBSTRATE. DOOR SECTION DETAILS FOR SINGLE RABBET DOOR FRAMES m.m-1 i7 w w-cw OREM 11116 Anil -04 / \ • INACTTVy ACTIVE (,x LOCI i OPTIONS LON} AOPTI O SINK DOUBLE DOLE DOORS ACTIVE PANEL (EXTERIOR ELEVATIONS - INSWNG DOORS) OPTION 1 ACTIVE LEAF: DOREX 12 SERIES LOCK SET 40 6/18" FROM BOTTOM INACTIVE LEAF: STRIKE FOR LOCKSET: IVES F8 458 MANUAL FLUSH BOLT (TOP& BOTTOM) OPTION 2 . ACTIVE LEAF: SCHIAGE N. SERIES LOCK SET, . 40 6118" FROM BO'TTO'M. & SCHLAGE B SERIES DEADLOCK, 48 5/181* FROM BOTTOM. INACTIVE LEAF: STRIKE FOR LOCKSET. STRIKES FOR DEADLOCK. IVES FB 488 MANUAL FLUSH BOLT TOP & BOTTOM OPTION 3 ACTIVE DOREX FH S'ERiES LOCKSET. 40 stir FROM BOTTOM. DOREX TLA SERIES DEADLOCK. 48 tor FROM BOTTOM. INA LEAF STRIKE FOR LOCKSET. STRIKES FOR DEADLOCK IVES FB 458 MANUAL FLUSH BOLT TOP & BOTTOM Mal Et. STEEL BUTT HINGES 3 PER LEAF. LOCATED AT 12" MAX. FROM TOP OF THE DOOR TO CENTER . LINE OF 1ST HINGE AND TO BE SPACED OUT NOT TO EXCEED 33" FROM CL TO CL OF HINGE TO BE FASTENED BY (4) 412-24 x 4" FLATHEAD MACHINE .SCREWS. HARDWARE LOCATIONS: ALL THESE DOORS WERE MANUFACTURED WITH THE CYLINDRICAL. LEVER, OR KNOBS AT 404/18" C.L. FROM THE BOTTOM OF THE FRAME. ALL THE DEADLOCKS WERE POSITIONED 48.5/18" FROM THE BOTTOM OF THE FRAME. (X) (X) (X) (X) • OPTION 4 ACTIVE LEAF: SCHLAGE AL SERIES LOCK SET, 40 5/18" FROM BOTTOM. & SCHLAGE B SERIES DEADLOCK 48 5118" FROM BOTTOM OPTION 5 DOCTINE LEAF: REX FHA SERIES LOCKSET, 40 W18" FROM BOTTOM. OPTION 6 ACTIVE LEAF: bOREX FH SERIES LOCKSET, 40 5/181* FROM BOTTOM. DOREX ILA SERIES DEADLOCK, 48 6118• FROM BOTTOM.• OPTION 7 ACTIVE LEAF: SCHLAGEAL SERIES LOCKSET, 406/18° FROM 80170M. CONTINUOUS VERTICAL LOCK SEAM SPOT WELDED AT EACH END DOOR EDGE CONSTRUCTION • • ID WMS DA DE Cowry mt -FS•.< R1101 ,on ak 4�0)VAL'EOr s,AD11 -04 F8311'ne sx887 6 op 9 1 say rms Yt • t %a• REIHFOR( IEWr STRAP 3 tir 533 si 1' I atawmt 1 1 * 1 •) i 18GA(0.048 STEEL BARREL _ SUPPORT 18 GA (0.048' STEEL EDGE REINPORCBAEWT kobvt4111.1, j`i Oi� /' AND 1� 88-32 B ��DpRRtt$�0pp • Not. r ay tit-614148t PUMCH HOLE OTHRESTtOkD AT VI E 1 0 !! m © i� 41 Ems 140 tQL q� eawL •Ve 41224X12'FHM8 (4 PER LEAF) tBacc IC+ %I! RR 03(0.0483 5125. O(3tNGL RA .� —H' ,.,, IaoA/oo+eJSrCe 'x' 2005AT '!4CYtJNDRT cALr LOCK REINFORCEMENT ASSEMBLY RABBET) /THRESHO /.�,0.1s4.ttmc57m gyg� 401 g 4 ►1 ± PA3010 I8GA (0.0481 STEEL BMA . 1 * m —+ ♦ . DMCYUS.com -% V---- Py■ COQ am PA3030 sm. , PA 1040 I8GA ♦.048 STEEL " •• . • ` - , . •-` •'Oa, O8 BUTTERFLY MASONRY ANCHOR MASONRY WIRE AN(2IOR 1 02 d4 v q m g iif Y n • Jam' OPRPdw1�JAA4B tacatata9asm 1 #1 • ll' �, H0t. TJRI1 LE[, HOLESDR(LLED AND TAPPED RR P12.24 8(0MB Pe 458 RUSH aaT 1 '. . 5 I ► * - i ✓KS x. -ydry yj /j ,•,,,a t�Ay�F�' �s �,e,., 4..1w is * ►' AI�TAPPEDfO ■idnil 0 7 HOL80RTLLED ( AM TAPPED-FOR ► i1 — , a- 0o01G(0.0489 STEEL . OPxIbegTCRblt tf A5A WIRIKE 2108 t.. .., :a . u j—t L-® 18 a a 1...... MIAMI WIDE COUNTY TOE 755813 ry•,, : cJN see?7 c * ' • • 40.02.1 1311'106 r • .I • 2 PAME JAMB OPTION 1624 13166140 70 MAT so ` ✓i rO °L O v."4.01 If ss(oiA Mfillati m RABBEi �UIj PB 458 >wcO(DOME aa 8811337' 7 OF 8 SH ?80P8I SILL OF MATERIALS ITEM • PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER /SUPPLIER/ REMARKS 1 STEEL OR ST/ST AS READ, FRAME HEAD 18 GA, (01080N.) Fy' 47.3 KSI MIN, 2 - STEEL OR ST/ST AS READ, FRAME JAMB 18 GA. (0,048MIN1 Fyo 47.3 KSI MIN. 3 PMK177 -AT . ALUM. 1 THRESHOLD WITH THERMO SEAL INSERT PEMKO 177AT 4 PMK 2005AT ALUMINUM 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PDK0.2005AT 5 - STEEL OR ST/ST AS REVD. DOD( PANEL 1 3/4' THK, 20 GA, (0,036MIN) Fr 473 KSI MIN. 6 DR1600 STEEL AS READ. CYLINDRICAL LOCK REINFORCEMENT GENSTEEL PROGRESSION WELDED TO THE PANEL 7 FRI000 STEEL AS READ. DEAD BOLT STRIKE REINFORCEMENT GENSTEEL PROGRESSION WELDED TO THE PANEL 8 FA3010 STEEL AS READ, BUTTERFLY MASONRY ANCHOR GENSTEEL 9 FR1100 STEEL AS READ. ASA STRIKE BOX GENSTEEL PROGRESSION WELDED TO THE FRAME AND/OR THE DOOR 10 FA3030 STEEL AS READ. MASONRY VIRE ANCHOR 0.173 DIA. GENSTEEL Fya60 KSI Fv 24 KSI MIN. • 11 FA1040 STEEL 8 FLOOR ANCHOR 18 GA. BA" x 1-4') annum GENSTEEL 12 HR2000 STEEL 3 PER LEAF H54GEBUSTBOX GENSTEEL 13 HMO • STEEL , 3 PER LEAF HINGE REINFDRCENENT WELDED TO FRAME & DOUR GENSTEEL PROGRESSION WELDED TO THE FRAME AND/OR THE DOOR 14 HINGE STEEL 3 PER LEAF 4 1%2' LONG HINGE HAGER USA OR EQUAL 15 FA3012 STEEL AS RERD, ANCHOR ;:LIP OPTION) GENSTEEL PROGRESSION WELDED TO THE FRAME 16 PEMKO P375R - AS READ. PEMKO 375R ASTRAGAL WITH SPONGE NEOPRENE PEMKO WITH 96x5/8' ST/ST SMS H 6' 110.J 17 PEMKO 303_S STEEL AS READ. PERIMETER GASKETING WEATHERSTRIP ADAPTER PEMKO (WITH 96x5/8' ST /ST SMS II 6' MC.) 18 PEMKO 387 - AS READ, ADHESIVE CLOSED CELL SPONGE WEATHERSTRIP PEMKO. 19 PEMKO 88 SI.ICONSEAL TM AS REM ADHESIVE GASKETING WEATHERSTRIP PEMKO 20 PEMKO 318_N - 1 PER LEAF. DD1R SWEEP WEATHERSTRIP AT BOTTOM OF PANEL PEMKO WITH 96x1' ST/ST SMS B 6' 0.C). 21 HONEYCOMB CORE .- AS READ. INSIDE OF DOOR PANEL • GENSTEEL 22 IVES FB 458 STEEL AS READ. IVES TOP & BOTTOM FLUSH BOLTS IVES 23 CH3601 STEEL AS READ. 1' X 1 -5/B' X 1' X 18GA DOOR END CHANNEL GENSTEEL CORNER FRAME CONSTRUCTION gg 0.3: THE .IAMB AND HEAD METING CORNERS ARE NOTREQUIRED TO BE WELDED TO EACH OTHER. ALL THE FRAMES WERE TESTED AS "KNOCK - DOWN" UNITS.