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WS-15-1829 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244797 Permit Number: WS-7-15-1829 Scheduled Inspection Date: October 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Door Replacement Job Address:11300 NE 2 Avenue Powers Building Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-20 Project: BARRY UNIVERSITY Contractor: J NEWTON ENTERPRISES INC Phone: (877)317-5854 Building Department Comments FURNISH & INSTALL 1 (3X7) STEEL DOOR, CONCRETE Infractio Passed Comments POURED STEEL FRAME 7 HARDWARE. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239558. Contractor must be on site Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 29 2015 For Inspections please call: (305)762-4949 Page 16 of 38 •' ' 33 Miami Shores Village F'eTtiiff ;�t3ll4lffSi� 4��, 10050 N.E.2nd Avenue NE ofi #a stli io t Or��) C th Ill . Miami Shores,FL 33138-0000 N Y e _ P 1, APPIR Phone: (305)795-2204 � fiu ; �, t22t1 Expiration: f201 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Powers Buildir 1121360010160-20 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone J NEWTON ENTERPRISES INC Valuation: $ 3,796.00 I, (877)317-5854 _. ...:._ ......... _ _..,.... Total Sq Feet: 0 I Type of Work:FURNISH&INSTALL 1 (3X7)STEEL DOO Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Commercial Review Building Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-7-15-56420 $2.00 07/21/2015 Credit Card $50.00 $79.40 DCA Fee $2.00 Education Surcharge $0.80 08/26/2015 Credit Card $79.40 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. 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. Futhermore,I authorize the abo a-named contractor to do the work stated. August 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 26,2015 1 Miami Shores Village .0 � Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. (S PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l\I o o City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: \ - a S U —000 — GU SC) is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: -�'\0,1` �+ ` OWNER:Name(Fee Simple Titleholder): '1�[ J�l(l/� 1..� 1\'�f if- ��� &one#: Address: \\3CGb \A RE- r a1A v it City: V' - SV--0-(-CS State: F(— Zip: SS1 Tenant/Lessee Name: Phone#�®,f J-112 2 7,&l Email: CONTRACTOR:Company Name: if f b fl SeS Phone#: Address: !�A do\o SW City: V4 . \..._GA,-�iD4' Ok(2,k\ State: L Zip: 3331 �- Qualifier Name: L-De • -e- -\-0 Y--\ Phone#: qsL�-3\ lo—5�55�1 State Certification or Registration#: SCC \�J\\cJ a` Certificate of Competency#: DESIGNER:Architect/Engineer: n0WN2 AGy-\C oc V--, Phone#:3 SiA " 90 9- 31 \ Address: nn City: State: Zip: Value of Work for this Permit:$ �\"1 �D • U Square/Linear Footage of Work: I x 1 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Wo11rk: ! • S� °� �^ G�\ ♦ " !�,okAir:eCj SkCCk �rG-w`Qg5 1no��d��G►r Specify color of color thru tile: r� Submittal Fee$ o Permit Fee$I CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded 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 and a reinspection fee ill be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �/U� 20 ��.by a day of SLAY"\t .20 15 .by .P,7aha who is personally known to L O! P N eyJ-V(Jr\.who is personally known to me or who has produced as yg or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \`\�'wo1RISlTgA�Z�i��� Sign: Print: A ?�'°�•� Print: 1 Seal: ,► FF220 s` Seal: ,•tia�)''u'••, ?° �3 MEAGM TAYLOA GB?: ih�en�;�;•OQ���` _", c MpmmNOWY bExpkes Alorida ug 5k-State of F 2016 STMTEDF��i\*\ �' M`1i ***a*ass Isle * s� ** ********** APPROVED / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(Mr2 7212015015 Y) PRODUCER Phone-954 583-8444 Fax-954-583-2820 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Pelican Insurance Agency, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND,OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW 100 NW 70th Ste 203 INSURERS AFFORDING COVERAGE NAIC# Plantation, FL 33317 INSURER A: Endurance AmericanSpeclalty INRIIRM INSURER B: Weser Insurance Company J Newton Enterprises Inc. 755 S. Little John Ave. INSURER C: Mt Hawley Inverness, FL 34450 INSURER D: BrldgeFleld INSURER E: COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSPOLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR TYPE OF INSURANCE POLICY NUMBER DATE PIMIDD/YY) DATE(MM/DD/YY) A GENERAL LIABILITY EACH OCCURENCE $ 1,000,000.00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100 000 00 _7 -S(Ea Occurrence)CLAIMS MADE ®OCCUR MED EXP(Any one person) $ 5000 CBC10DO1146503 7/21/2015 7/21/2016 PERSONAL&ADV INJURY $ 1,000,000,00 GENERAL AGGREGATE $ 2,000,000,00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ $2,000,000.00 POLICY X JJECT LOC B AUTOMOTIVE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ $1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) VJPP1176620 7/21/2015 7/21/2016 X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Perdend) $ PROPERTY DAMAGE (Per aeddent) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ X ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG C EXCESS LIABILITY EACH OCCURENCE $ 2,000,000.00 X OCCUR aCLAIMS MADE AGGREGATE $ 2,000,000.00 EMX0320599 7/21/2015 7/21/2016 $ DEDUCTIBLE $ RETENTION $ 7 $ D EMPLOYERS'OBAND ® TORY LIMITS ER ANY PROPRIETORIPARTNER/EXECUTIVE 830-53785 7/29/2015 7/29/2016 E.L.EACH ACCIDENT $ 1,000,000.00 Oyes,describe under/MEMBER EXCLUDED? yes, It deE.L.DISEASE-EA EMPLOYEE $ 1,000,000.00 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000.00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEMCLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS J Newton Enterprises Inc-State License S SCC1311512H CERTIFICATE HOLDER DDITIONAL INSURED;INSURER LETTER:A CANCELLATION See Below - City Of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 10 EXPIRATION WR TEN NO TICE%THE THE ISSUING HOLDER NAMED TO THE LEFT 10050 N.E.Second Ave —BDT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Miami Shores, FL 33138 OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Samuel Jacks _-- _=- ACORD 25(2001108) 1 of 2 (DACORD CORPORATION 1988 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA:J NEWTON ENTERPRISES INC Receipt#-189 OTHER7TYPES CONTRACTOR Business Name: Business Type:(GLASS AND GLAZING CONTRACTOR Owner Name:LORIE ANN NEWTON Business Opened:02/06/2014 Business Location:4090 SW 30 AVE #10 State/County/Cert/Reg:SCC131151295 FT LAUDERDALE Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 9 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LORIE ANN NEWTON Receipt #03A-13-00010201 4090 SW 30 AVE #10 Paid 08/29/2014 27.00 FT LAUDERDALE, FL 33312 2014 - 2015 Project Name: Barry University, Powers Hall 1 st Floor, Electrical Room #161 VN 40" �. _ 4.I N1 ami Shires Village • •• APPROVED BY DATE 2 Wind Pressure: 53 Ib/ft �••••� ••• ; ZONING DEPT 0::*:: r r � FBC# FL15454.2 ' BLDG DEPT ...... ...... .... .. .. ••.•• •..• i i.•i.• SUBJECT 1-0 CC NIN-LANCEWfMALLFEDERAL • • • • • STATE AN,)M J41 Y RULES AND REGULATIONS 1 ...... 0 00:000 ...... •. .•.... O AUL 292015 . . 009000 .... . . d 0900 M F Impact louver W J Newton Enterprises, Inc. S N 4090 SW 30th Avenue Ft. Lauderdale, FL 33312 E i i I I I I i I ..n,n�R,•.iXaw.,..,"""Raa�we�„mFiw.c3a�.r....,q4 « iF _ ,�-.gym,. +'• .;, � u, • •�� .. by .,. r �'•M1f��p•._ %• ANT� •F t..�'t f.'. }�. �� fix!' � +�'+,� t� :� �,�ri.,,.,..�:�` • �'. .+r�,, .�,t•. ... `* � � i r t WIND LOAD CALCULATIONS Property: Barry University 11300 NE 2nd Ave. Miami, FL 33161 Type of work: FP&L vault steel door replacement with louvers on first floor.. Basic wind speed: Exposure C, h< 15ft, for Dade County V = 170mph. Design pressure loading: Use ASCE 7-10: qZ=0.00256 KZK�KdV2 Where: KZ =0.85 K,= 1.0 Kd=0.85 V= 170mph qZ=(0.00256)(0.85)(1.0)(0.85)(170)2=53 lb/ft' By: Date: ancock, P. . FL# 17501 .. ... . . . . . .. . .. . . . . ... . . . . . . .. ... .. . . . .. . ... ... ... . . . . . . .. . . . . . . . . . .. . .. . ... . . . %o . . ... . . . . ... . . . . . . . . . . .. . . . .. .. . . . .. .. ... . . . ... . . AUGE7 IHIS MOST BE ON 4 zo15 /T AT TWE OF 1 L ECCE TICCIT TESTING EN©INEERIN© COMP WALTER A.TILLIT,JR.,P.E. tiheco@aa? ol.com K P.E.U"Un WOW K H.B.Ucenft No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0407.18 DATE: April 7, 2015 PRODUCT CATEGORY: Exteriors Doors l IL -I 4 PRODUCT SUB-CATEGORY: Swinging Exterior Door) lies PRODUCT NAME: DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL STEEL DOOR W/SERIES "AS" 16 GAGE STEEL FRAME LOUVERED ASSEMBLIES. SUBMITTED BY: Daybar Industries LTD 50 West Drive, Brampton, On Canada, L6T 2,14 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.Tillit, Jr., P.E. (System ID# 1906)to the Daybar Industries LTD, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described hervft;:and •his;• •; been verged for compliance in accordance with the 2014 fifth edtioR-of the'. •' ....:. Florida Building Code, and to verify that the product is for the purpese•intended• ;•••�; at least equivalent to that required by the Code. ."". • .... . ..... ...... .... ..... This Product Evaluation Report shall be subject to review and rewshnIn case:of ...... a Building Code change that may affect its limitations and conditigns •; . . . . ...... 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.): Drawing No 15-055, titled "DOUBLE & SINGLE SERIE4g4Mi8j,QUTSWING COMMERCIAL STEEL DOOR W/SERIES "AS" 16 . $�d��RAME d LOUVERED ASSEMBLIES", sheets 1 thru 19 (includj�}'qf� � ` by Tilteco, Inc.; signed and sealed by Walter A.Tillit, J�, P:E. 15. This drawing is an integral part of this Evaluation Rept 0, 44 �G;.. ST 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166-Phone: (305 , �1p�06 5) 871-1531 q PRODUCT EVALUATION REPORT NO.15-0407-18 2 2.2. TEST REPORTS: Large missile impact and cyclic loading under Florida TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with and Protocol TAS 202. Test reports prepared by Hurricane Test Lab, Report No. 0279-0719-03 signed and sealed by Vinu Abraham, P.E. dated July 16, 2003. Tensile Test Report No. 4BM-144 by QMETALLURGICAL INC., dated March 2, 2004, 2011, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Exterior Door for maximum anchor spacing vs. design wind load and door span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated March 16, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Exterior Door has been verified to sustain wind pressures. Maximum Door Dimensions and ASD Design Pressure rating shall be as indicated on sheets 1, 2, 3 and 3A of 19 of Product Evaluation Document (P.E.D.), drawing No. 15-055 Maximum Anchor Spacing shall be as indicated on sheets 2 and 3 of 19 of Product Evaluation Document(P.E.D.), drawing No. 15-055. "" . . .... ...... 5. INSTALLATION: ...... .. . ...... Shall be performed strictly in accordance with the details indicd'tm*dn sheets 2 :....: thru 19 of Product Evaluation Document(P.E.D.), drawing No. Is-HO: ;•••:• :..... ...... .... ..... .. .. .... ...... 6. MATERIAL CHARACTERISTICS AND SPECIFICAIEtQN.'X •: Shall be strictly in accordance with General Notes and Compongnts jndicaled-orii """ sheets 1, and 19 of 19 of Product Evaluation Documpi�1 °ppr r� •Ddrau�ing NQ. 'Sr :•••• 055. Anchor specifications shall be as indicated'°' , f.`.�Y7�oymq of Preduol Evaluation Document(P.E.D.), drawing No. 15 ENSF ' ' No. 44167 3�Blddddl/li1l111t���� PRODUCT EVALUATION REPORT NO.15-0407.18 3 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 3, 8, 9, 11 and 12, indicated on sheet 1 of 19, of Product Evaluation Document (P.E.D.), drawing No.15-055 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, or outside of HIGH VELOCITY HURRICANE ZONES. 7.3. Product shall only be installed into poured concrete, grouted concrete block, wood and steel frame structures, as limited and defined on Product Evaluation Document No. 15-055. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). EN se IN t Ur ate• :� ; P • � z doe 0000•• •• • 000000 • 000600 • :0000: • • 000•• •••• • • • • • • 0000•• 0000 • ••••s 0000•• 0000 •0••• 00 •0 0099 6060•• • •••••• • • • • • • •9000• 0000•• 00 a DAYBAR �WW �= AUG 11 � 2015 ON fax so�.42a L8T 2,14 Canelo tolifM1.80MUM September 24,2014 To: Whom It May Concern, Ref: Florida Building Code ve NOA Acceptance Daybar Industries is offering this letter in regards to situations which still exist In South Florida where Daybees FBC approved products are not being accepted as certain jurisdictions insist on NOA approved products only. We are providing the attached supportive documentation from 2001 &2006 confirming the above practice Is in conflict with state law. A. On July 18,2001 the Miami-Dade l eolsladve Introduced File 0011590 stating Eloricy� lliditdlcr� jSii�l+ w�irTrn`f DPi ?included are excerpts from the 33 Page Legislative document including Pg 31 and [el` `x_�E;hc.`t,8fl advising bx*~ iallIWtrYahp�twed. B. Also attached is a"Check Sheet'Issued by Miami-Dade County June'2006 and this document includes a foot note qualifying F0.0 �acpeptlein lie� lf !(Da Count. •666 C. Attached Is a letter from Senator Michael S.Bennett dated Octobe;4 406 ;;•; 6 6 6 96: addressed to the Chairman of the Department of Community Affairs Viit►8 • • Codes and Standards-)_,questioning ti ° 1 hs ,qg* . �r d o: .... . ..... D. On December 6,2006 the Department of Community Affairs issued a•9 9 0000 60:996 "Memorandum"titled"Acceptance of State Approved Products...Furan 90:6 0 0 0 9 9 0 referenced"Florida Statutes,Section 553.842 citingr ,,�,:`a `z;:;`, •••• • t4cllJcts p(st�iex �tJ.. " •••••• E. On December 14,2006 the Department of Community Affairs resp6Adeh to Senator Bennett acknowledging there is confusion with old standards(NOA) so 0 versus new standards(FBC) and tiieiai #lr> j3rffg. We trust the information being provided will be more than sufficient with helping you to resolve any future situations regarding acceptability of Daybar's FBC approved products. Thank you. Daybar Industries Ltd. For more information on Qavba_r fndustrfes please vfaft our website at w wasWaubar com. Legislative Matter Page I of 33 Miami-Dade Legislative Item File Number: 011990 File Number: 011990 File Type:Ordinance Status:Adopted Version: 0 Reference: 01A 12 Control: File Name: REPEALING SO. FLA. BLDG.CODE ENFORCEMENT Introduced: 7/18/2001 Requester:Building Code Compliance Cost Final Action: 7/10/2001 Department Agenda Date: 7/10/2001 Agenda Item Number:4ASUBSTITUTE Notes:THIS IS Title: ORDINANCE-REPEALING THE SOUTH FLORIDA BUILDING FINAL CODE,6 ,8 w °° 6 Esq ,�4 IIo VERSION AS ADOPTED. i� d /Pti r rte+ Viir .<°:�•' N:(8IS0&@e f te` j 011721) SW dRD OF RULEG' LS, UNSAFE STRUCTURES BOARD,AND BUILDING CODE COMPLIANCE OFFICE TO REQUIREMENTS OF THE FLORIDA BUILDING CODE; DESIGNATING THAT THE BOARD OF RULES AND.. APPEALS AS THE COUNTYWIDE REVIEW BOAR[ TO*•••• ••••;• REVIEW AMENDMENTS TO BUILDING CODb FO ,••.•• • COMPLIANCE WITH THE LAW; ELIMINATIN&FORMER •• •••••• BUILDING CODE AND PRODUCT REVIEW COMMn7EE; CREATING PRODUCT REVIEW COMMITTEEWTHIN TM.:. BOARD OF RULES AND APPEALS;AMEN/I01"NSTICt "� • REQUIREMENTS TO SIMPLIFY PROCEDU f;OR CAAK9 0.:0 BEFORE UNSAFE STRUCTURES BOARD; SIJEIRLEMENTING .• PERMITTING REQUIREMENTS OF THE FLQRIDA:BUILDING 0000:. CODE; DELETING REQUIREMENT OF STATEMENT OF:"•'" INSPECTION BY ARCHITECTS AND ENGIN11EAS:PROVIDl#tG FOR CERTIFICATION AND RECERTIFICATION OF BUILDING CODE ENFORCEMENT PERSONNEL; DELETING LOCAL QUALIFICATION REQUIREMENTS FOR CERTAIN CODE ENFORCEMENT PERSONNEL; DELETING LOCAL DISCIPLINARY AUTHORITY RELATING TO CODE ENFORCEMENT PERSONNEL; ESTABLISHING LOCAL PRODUCT APPROVAL;AMENDING AND RESTATING CHAPTER 8 OF THE CODE OF MIAMI-DADE COUNTY; PROVIDING SEVERABILITY, INCLUSION IN THE CODE,AND AN EFFECTIVE DATE http:/Avwrw.miamidade.gov/govaction/matter.asp?matter--O 11990&file=false&yearFolder... 7/5/2012 Legislative Matter Page 2 of 33 Indexes: BUILDING CODE Sponsors: NONE Sunset Provision: No Effective Date: Expiration Date: Registered Lobbyist: None Listed Legislative History Acting Body Date Agenda Item Action Sent To Due Returned PaselPail Date County Attomey 7/18/2001 Assigned Hugo Benitez Board of County 711012001 4A SUBSTITUTE Adopted as P Commissioners amended REPORT: The Board amended the foregoing ordinance to remove Article 2,Sedlons 8-20 through 8-27, which specified the qualilicatlon requirements for enforcement personnel,and referred It to workshop In order to receive input from municipalities. Legislative Text TrILE ORDINANCE REPEALING THE SOUTH FLORIDA BUILDING CODE-FO ease k'OJ j'��/'' F 1••,�.F4°'^A' \ l {7 t YC J Y }' h° sees t yyiL3LSt�Jir'f +yr ,,c yY .. " y.1tLL°$ a>� �k � ` d •• � � ��f $ ?d aft S lIN ? � t � $ f�b y L � • �11:� i1� � T. 'IF if. :••YY� ..e a: k`I � J Y V5. � �•. � S�F {r�{}yy/I +fl-r" �y{ 1FF !k3/,yne(1q:{ 3 y.3 •••••• Qx��, ��'r�N,t�� ,� 1.Y �G RYIkJ��\'\� .�Ji... IS� � ` nom! 3...k. 7•.?� • • CONF0 FUNCTIO SOF BO ++CCARDTOF RULFS AND APPEALS,I NSAF9$TRUC37URFS ;••••; BOARD,AND BUILDING CODE COMPLIANCE OFFICE TO REQUIREMEN OF TH$"•" FLORIDA BUILDING CODE;DESIGNATING THAT THE BOAR!OF RULSSAND APPEALS .....' AS THE COUNTYWIDE REVIEW BOARD TO REVIEW AMENDMENTS TO.OTALDING40DE ••••;• FOR COMPLIANCE WITH THE LAW;ELIMINATING FORMER BUILDING CgDE AND • PRODUCT REVIEW COMMITTEE;CREATING PRODUCT REVIEW COM nTTLE WlTM. •••••• THE BOARD OF RULES AND APPEALS;AMENDING NOTICE REQUIREMENTS TO • ....: SIMPLIFY PROCEDURES FOR CASES BEFORE UNSAFE STRUCTURES BOARD; .' :': ' SUPPLEMENTING PERMITTING REQUIREMENTS OF THE FLORIDA BUILDING COD'!r; DELETING REQUIREMENT OF STATEMENT OF INSPECTION BY ARCHITECTS AND ENGINEERS;PROVIDING FOR CERTIFICATION AND RECERTIFICATION OF BUILDING CODE ENFORCEMENT PERSONNEL;DELETING LOCAL QUALIFICATION REQUIREMENTS FOR CERTAIN CODE ENFORCEMENT PERSONNEL;DELETING LOCAL DISCIPLINARY AUTHORITY RELATING TO CODE ENFORCEMENT PERSONNEL;ESTABLISHING LOCAL PRODUCT APPROVAL;AMENDING AND RESTATING CHAPTER 8 OF THE CODE OF M"-DADS COUNTY;PROVIDING SEVERABILITY,INCLUSION IN THE CODE,AND AN EFFECTIVE DATE BODY BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF MIAMI-DADE http://www.miamidade.gov/govaction/matter.asp?matter=011990&fiie--%lse&yearFoldei=... 7/5/2012 Legislative Matter Page 3 of 33 COUNTY FLORIDA: Section 1.The South Florida Building Code is hereby repealed Chapter 8 of the Cole of Miami-Dade County is hereby amended and restated in its entirety as follows: CHAPTER 8.BUILDING CODE Article 1.Administration See.8-I.The Building Code.The Florida Building Code,as complemented and supplemented by the Administration(Article I)and Enforcement(Article 1I)provisions of this Chapter,as amended through local technical amendments(Article II1),if any,together with the product approval sections(Article IV of this Chapter)as amended from time to time,is the building code for both the incorporated and unincorporate areas of the County and is hereby adopted as a uniform building code for Miami-Dade County. Sec.8-2.Incorporation of Florida Building Code.Adoption of Optional Provisions. 'Thenpt+ovsi ►s tlktih Bc1r1iCde d:rtplbb clt �btibi 4 r4 V trZt;�'a C t35„Yl t fPno 72 a f F a� ..,nP iu ,+aM.�` aF ��4iti$ori �\br � $dclry �1r t�P �>! '. 0010!n a � ��= lbwutis, fi ��13idlttg' 00 (a)The High Velocity Hurricane Zone roofing requirements with accompanying Roofing Application Standards(RAS)(Florida Building Code Sec. 1512.2). Exception:The prescriptive BUR requirements in RAS 150 shall not be implemented In Miami-Dade County(Florida Building Cale RAS 150). (b)Appendix A Weight of building materials. . goes . ....0 ...... (c)Appendix B Chapter 911-52,Florida Standard for Passive Radon-Resistant NeW.4ggioentiat,,•,• 9946;• Building Construction. ...:.• • • • .••..• (d)Appendix C Chapter 9B-53,Standard for Mitigation of Radon in Existing Buildings! :00000 ••••• (e)Appendix D The Secretary of the Interior's Standard for Rehabilitation and Gu9delietes for •• ••••;• Rehabilitating Historic Buildings. •"•" . so . . . . ....•• (f)Appendix E Chapter 911-67,Florida Standard for Radon-Resistant New Commercial Building ... ::*so*: : Construction. •• (g)Appendix F Florida Standard for Radon-Resistant New Residential Building Construction. (h)Appendix G Florida Standard for Radon-Resistant New Commercial Building Constriction. (i)Appendix H Florida Standard for Mitigation of Radon in Existing Buildings. Section 8-3 Definitions. Unless specifically defined elsewhere in this chapter,the definitions provided in this Section shall apply. httpJ/www.miamidade.govigovaction/matter.asp?matters 11990&fi1e=false&yearFolder=... 7/5/2012 Legislative Matter Page 31 of 33 (2)Upon the rendition of a judgment or decree by an of the courts of this State against any person in any action to enforce compliance with or prohibit the violation of the provisions of the Building Code, the court shall adjudge or decree against the losing party and in favor of the prevail ing party a reasonable sum as fees or compensation for the attorney acting on behalf of the prevailing party.Such fees or compensation shall be included in the judgment or decree rendered in the case.Cessation of the violation of any of the provisions of the Building Code prior to rendition of a judgment or prior to execution of a negotiated settlement,but after an action has been filed by the Building Official or the appointing authority to enforce the provisions of the Building Code,shall be deemed for the purposes of this section the equivalent of a confession of judgment or verdict in favor of the Building Official or the appointing authority,for which attorney's fees shall be awarded as set forth in this section. (3)All the judicial and administrative remedies in this Section are independent and cumulative. (4)Nothing in this section shall be construed to permit or require the Building Official or the appointing authority to bring an action on behalf of any private person. ARTICLE I1. [Blank] ARTICLE III. [Blank] <1* � ' � ' ttAo W41, � ngF �1aYen �r " r v ,`ctAC� f. �� �b�'g� :� ��: ? a*tiFi*- i' •••••• " ti ii ' zFytt tuts�il tn 1x0y�I i% a .�,��� r �"� ., y�M Ian` `h'� s�5 &a�����`;�� `}. i 'l. • • ` '� ait���!, .r�°h ��#.. .11�d�R�! '?�-� ��9 �."��� ' '.• 0000:. 000' .�.:.,-^e...:��.. z.. ... 0.. 0000.. 0000 (a)Local approval of construction products and assemblies. '00000 •••' : 000.00 0000 00•99 (1)Any person or firm,not having an approval from the Florida Building Commi94oaetd deny g to -0--:0 supply,furnish,manufacture or fabricate construction products or assemblies,to theet"t requited by •0 the Building Code shall make application for approval to the Building Code ComplianceOfficg,j%:. ••••0• accordance with the administrative order governing product approval. ' . . 0000.. (2)The Chief Building Code Compliance Officer shall recommend to the Building Code and uct Review Committee the approval of such materialstproducts,if it is clear that the standards of the Building Code are at least equaled.If,in the opinion of the Chief Building Code Compliance Officer the standards of the Building Code will not be satisfied by the requested material/product,the Chief Building Code Compliance Officer shall recommend to the Product Review Committee to refuse approval. (3)The application for local product approval shall be made in accordance with the administrative order governing product approval and shall set forth and describe plant methods,personnel,equipment,. control procedure,and such other information as may be required to insure compliance of the product or assembly with the Building Code. http:/Avww.miamidade.gov/govactionhnatter.asp9inatter--Ol 1990&file=false&yearFolder=... 7/512012 r STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to makings Florida a better place to call home' Joe MN THADDEU9 L.COHEN,AIA Governor < akoT �t1';1�A �-11VI Florida Building Commission Raul L.Rodriguez,AIA,Cliaitm Date: December b,2006 Re: Acceptance of State Approved Products and Verification of Compliance with "Limitations of Use" Florida Statin,section 553.642,govern local and state approval of building products directly related to the structural wind resistance of buildings. The law establishes specific methods for manufacturers to demonstrate compliance with the Florida "Idmg Code bat gives the manubdam the option of obtalnmg either local or state approval. Stte: roil products emu Utah aco�povdrh lottal,lmhrisdr wlthilu:the li> 4tatlo�s rofre egtablishg�l<byIf startc+D!u�dl�vs€ rput rfotrti" on+alusdo`n orubimisstctig 'i .(Florida §i64section 553.842(4) Products or methods or systems of construction regtdring approval under s. 553.77 must be approved by one of the methods established in subsection(5)before their use in construction in this state Products may be •••• thor statewide nee.{lNc�ttivit�istatiilipelal verrurm s. •••••• ga r $ • t z e commission fg • B.tlidir> ode a6 prove id tins actGst+�'W �1?R`�+s�tsliairlaludG toc�l�ur�sdit:�iacig�'f�a�r+�lutrn�8 . .•..:. fuf31k>�4,atittaluaiorbrsdisiitingfc �idneoahc' r"dtttorhofr>�bthe rsaJQ r" i^* • • • l lh91 10y �'fi�sQ,��iEfl�: �yld� 1�l rt8$ 0 *• „a H•lw"r' •••• - . . i5 • • a;:r,..a Y.,spy, •••••• •• • ••••• 13etermsrdhon that a RWG complies ivM the Code lS a two step process.7he 81st •••••• time and provides the basis for die second step which is repeated for each building:1U TW step Is • • verification that a performance evaluation has been conducted according to the standarls adopted by Ilse..:• •••••• Code or approved equivalent standards and by either a certification agency, test labcisbDay;4svalu8bon :••••: ea or Florida registered Engineer or Architect as required by law.The second step is Oil t :•: • ty the pxduct sokowd and upstaged in a bu[Ming mel the Code performance regrrh-Wish for dist speeilro • building.The fleet atop may be conducted by the local jurisdiction unless the maoufacbaer elects to obtain State approval in which case the performance rating and limitations of use provided in the State approval documentation must be accepted by local jurisdictions when conducting the second step.The second stop is always conducted by the permitting jurisdiction.(Nate:Local jurisdictions may only require additional testing, calculations or other additional demonstration of compliance for State approved products when determining whether to allow use of the product outside of the limitations of use established by the State approval.) 2666 SHUNARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399.2100 Phone: 850.488.845618uneom 278.8466 FAX: 850.921.078118uncom 291.0781 Internet address: ht1e:11www.dca.stetejLus_ ClUnC LETAreoDNrrFJ FMOOPFC4 WIMMP1ANNNG WROWYMMAGEMM KoumloaeoMMYCEYELOPMEW STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS °Dedicated to making Florida a better place to call home° Jes BUSH THAOO5Y8 L.COHEN,AIA Qwemor �rY December 14,2006 The Honorable Michael S.Bennett Senator,21"District The Florida Senate Tallahassee,Florida 32399-1100 Dear Senator Bennett: The Florida Building Commission investigated the issue addressed in your letter of October 26, 2006, regarding why some southeast Florida jurisdictions' are requiring submittal of Miami- Dade County Notice of Acceptance (NOA) for building components when permitting construction. The circumstances are clearer now and with the assistance of Miami-Dade, Broward and Palm Beach County officials the underlying knowledge gap problem'will be addressed better. The Commission conducted both private discussions with officials representing the Miami-Dade, Broward and Palm Beach County boards and public discussions at its December 2006 mere with manufacturers and code officials. Also,Broward County Board of Rulea and,Appeals•019 •••••• contacted the building officials in the communities listed in your letter and deteraiiaed the--qns, •, not a deliberate rejection of state approvals in lieu of Miami-Dade NOALs:Manufachows °••••• advised that the Broward and Miami-Dade Counties' code compliance boaw**Nch by thkir :....: charters have oversight of the respective county and cities code enforcement operation ; always interceded where problems arose to advise the local officials on the apttWfity of�tgtq, .•:..' approvals. ;r}b)Oft ~ 4 143; The Commission prepared a notice explaining the provisions of law for state product approvals to be disseminated to local jurisdiction code enforcement personnel as requested in your letter. The Miami-Dade, Broward and Palm Beach County boards in addition to the state building officials association have committed to communicating the information to local officials.LV�e; irseiiiu�ati;�if=iiiit�a�t ��firi e�P < j% t1 �f: c�ajuyd�e¢�,fs�.�7t4't "i�i{] f , a Jit�s�l�oli> 7895 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399.2100 Phone: 850.488.8488/8uncom 278.8466 FAX: 850.921.07811SUneom 291.0781 Internet address: htto;,(/WWW.doa.atate.fl.ue CWML XFNM Gomm Fluouppme COUNZWyFLA ANG 0MReEMM MANAGEtIWiT HD{WiNG&WOUROU Y DWA LCPMW 2799 O.ss®s l ay 8 212 7�$NWWd oak sward 2N3�rrtl oak eonkMd �8ha�Oak Ba rotd Wraaton,FL 1 TaI dWSOM FL 2f 00 Ta hM#A FL2239W21W TallakaftM FL 22399.2100 rA612MI'm 19e91490am IUN13.M "488-M 9 The Honorable Michael S.Bennett Page 2 Thank you for your interest in the Florida Building Code.I trust cooperation of the.Legislature and the Commission will lead to better effectiveness of the Code and a better built enviromnent for Florida citizens. Sincerely, gRaW !Rtguez, , n 0000 . . 0000 0000.. 0000.. 0000 ..6... 0000 . 00000 0000.. 0006 ...6. 000000 000. 0 0000.. ...6.. 0 00. 6 0 .00000 0000 . . • 6 • 606066 0 000 . • " - J ANUG 1 GMRAL NOTES AND SPECIFICATIONS• SHEETS COIWrrENT: 1. DOUBLE&SINGLE SERF IS1s FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SETtIES YDS' 18 GAGE STEEL FRAME SHEET/1 INDEX. COVER SHEET&GENERAL.NOTES LOUVERED ASSONBLIES.SHOWN ON THS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN V074FU FOR CODE COMPLNNCE IN SHEET e2 ASSEMBLY ELEVATIONS No 1.2.3. ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FL018DA BUILDING CODE DOOR MAY BE INSTALLED AT KG H VELOCITY SHEET3 ASSEMBLY ELEVATIONS No 7,7-EAB. HURRICANE ZONES(MI MI-RADE/BROWARD COUNTIES SHEET 3A MAX. DESIGN PRESSURE RATING SCHEDULE (PS) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES. USING ASCE 7-10 SHEET#4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS AND SHALL NOT DXCEE'D THE MA70MUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 &3k SHEET#5 HORIZONTAL SECTIONS A-A&B-S. IN ORDER TO VERIFY THE ABOVE WNdTION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL SHEET/8 HORIZONTAL SECTIONS C-C&C'-C'. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING TEEM BY 0.6 N ORDER TO COMPARE THESE SHEET#7 VERTICAL SECTIONS D-0.E F.0. H. I AND HORIZOWAL SECTION J-J W/MAX, (".D.) DESIGN PRS RATINGS INDICATED ON SHEETS 1 &3A. SHEET#8 MODEL 1500-A AOR LOUVER DETAILS. SHEET r�9 FRAME SETITCN% &REINFORCING DETAILS AND THRESHOLD DETAIL N ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THE PAID..AS TESTED.WERE NOT OVER STRESSED,A 33R INCREASE SHEET/10 TYPICAL DOOR SECTION. 'Y ASTRAGAL&ASA SIR I(E REINFORCING IN ALLOWABLE LOURS FOR WOAD LOADS WAS AWOL USED N THEIR ANALYSIS,HOWEVER. FASTENERS SPACING TO WOOD HAS BIDV SHEET;11 MULLION 06TAL1An(RI DETNIS. DEMNIIIEO N ACCORDANCE WITH N.DS 2012. SHEET/12 SURFACE BOLT INSTALLATION INSTALLATION AND DETAILS. THE DOOR'S ADED UACY FOR WIND AND IMPACT LOAD HAS SEEN VERIFIED N ACMMWCE WITH SECTION 1626 OF THE ABOVE SHEET#13 DOOR TOP AND NST LLA TYPICAL END CINANNEL DETAIL. MENTIONED CODE AS PER PROTOCOLS TAS-201. TAS-202.TAS-203 AS PER HURRICANE TEST LABORATORY TAT DOOR SURFACE BOTTOM CLOSETYPICAL END CH 0(EL #0279-0719-03 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS„ PERFORMED AS PER SECTION 1616 OF THE FLORIDA DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. BUILDING CODE SHEET$14 DOOR SNAP N TOP CAP DETAILS. 2.ALL COMPONENTS SHALL DE AS SPECIFIED•-ON APPLOME DETAIL SHEETS AND AT BILL OF MATERIALS(SHEET 19)OF THIS SHEET#15 HINGE BAR REINFORCING FOR DOOR DRAWING. ANSI JA115.1 P6 MORTISE PANIC REINFORCING DOOR SURF BOLT OETATL 3.COMPLIANCE OF EGRESS/ESCAPE REQUIREMENTS OF THESE DOORS PER FOC TO BE OE(ERMNED BY BUILDING OFFICIALS ON A SHEET#18 X181 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT oEwL CASE-BY-CASE EASE. SHEET#17 ANCHOR DETAILS. SHEET#18 ANCHOR SCHEDULE. 4.ALL SCREIYS USED FOR ASSEMBLY CWNNECDORS(METAL TO METAL)TO DE STAINLESS STEEL 304 OR 316 ASI SERIES OR WIRE ANCHOR DETAIL. CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kd YIELD PqW AND 90 Ami TENSE STRENGTH & 2 PIECES COMBINATION SND ANCHOR DETAIL SHALL COMPLY W/FLORIDA BUILDING CODE SWITCH 2411.3.3.4. EMA BUTTERFLY ANCHOR DETAIL. SHEET 019 BILL OF MATERIALS. S.ALL WELDING TO CONFORM W/AME7ICAH WEIDINC SOCIETY AWS D.1.3 MID D-19.0 REGULATIONS. LS0700 E E 8ELECTRODES S.ALL ANCHORS FOR DOOR FRAME CONNECTIONS To EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF THIS DRAWING. MA%MUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2& 3 OF TBS MAX A.S.D. DESIGN PRESSURE RATINGS (1sf) REQUIREMENTS FOR DRAWINr. SE SWEET 2. 3&7 FOR IHr:ESHDLD ANCHORS.AND SIEET 11 FOR MULLION ANCHORS. ASSEMBLIES. * SEE SHEETS 2 & 3 FOR ASSEMBLY DEFINITIONS 7. PROVIDE MAX. LOAD BEARING SIM SPACE AS NDICATED ON SHEETS 5.6. 7& 17 OF 19 S. T141S DDOR WILL NOT REOUIRE A HURRLCANE PROTECTION DEVIM WHERE WATER INFILTRATION WHERE WATER INFILTRATION 9.SEE MAX,ASA, DESIGN PRESSURE RATING REQUIREMENTS FOR WATER NFIlTRATIWN AND UMRATIONS FOR AIR INFILTRATION FOR ASSEMBLY # REQUIREMENT IS NEEDED " REQUIREMENT IS Nff NEEDED ASSEMBLIES ON 11115 SHEET. 10. PROVIDE SPECOIED SEALANT AT ALL DOOR FRAME• THRESHOLD AND VISION LITE COMPONENTS INDICATED ON 1 + 65, - 65 + 65, - 65 TIS DRAWING. 2 + 65, - 65 + 65, - 65 11. (a)THIS PRODUCT EVALUATION DOCUMENT(PED.) PREPARED BY THIS ENGINEER IS WHERIC AND DOES LWT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDMOAS DEWITE FROM THE P.E.D. 3 + 65, - 65 + 65, - 65 (b) CONTRACTOR TO BE FAWORIS03LE FOR THE SELECTION, PURCHASE AND 9ISrauAnaN NCLimBNci LIFE 7 + 65, - 53.3 + 65, - 53.3 SAFETY OF THIS PROMIcir, BIASED ON THIS P.E.D.. PRONDED HE/SHE ODES NOT WANTE FROM THE CONDITIONS DEIN ED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 7-EMB + 65, - 53.3 + 65, - 53.3 (e)THE PRODUCT EVALUATWN DOCUMENT(PED.) WILL DE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ** APPROVED ONLY WHEN CANOPY IS PROVIDED IMMEDIATELY (d)SITE SPECIFIC PRWECts SHALL BE PREPARED Br A ROAM REGSTRED ENGINEER OR ARCWTECT W004 WILL BECOME TIRE ABOVE THE DOOR LOCATION COVERING THE ENTIRE WIDTH OF ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. DOOR AND PROJECTING OUT A DISTANCE EQUAL OR LARGER (*)ORS PED WALL BEAR THE PLATE SFAL Am SIGNATURE OF THE PROFESSION&ENGINEER OF FMCORD THAT PREPARED IT. THAN THE DOORS HEIGHT. NOT APPROVED IF THE ABOVE CONDITION IS NOT COMPLIED WITH. 12••Tsloq►tGYS S LABEL SHALL BE LOCATED ON A READILY V578tE LOCATION AT DOOR ONE LAM SHALL Ply�R�.••1Asm iNG JQ COMPLY 1WIH SECTION 1710.5 OF THE FLORIDA BLIL.CING COOS o AA+6=1191i3:1:gH;�R • • • • • ,: �••• : $Aida Building Code High Velocity Hurricane Zone) •.-.p • *we worn s� DOUBLE&SUNLE SEM 1.9111 WISNING FAL THIS DOOR WAS NOT TESTED FOR AIR INFILTRATION r No 44' 'A"Is GAGE cSEMM na uurR N • R INDUSTRIES LTD o3/1�7�E8 Ha • �• . IL ECOENN:. DAYBA THIS DRAWING SHALL ONLY BE USED TO 9!g' p.•.• �, eq��mar m. 01 °NO&m >e ms®a �'x�- 15-055 mss' t ''°""" •, OBTAIN PERMITS IN THE STATE OF FLORIDA • ,{ • • 9 me. m •z. mm • s 7 l r P.c 6:11., • f•1D��lte./ P. > R 1 W 19 ••• • • • • ••• •• •• D 1 ee'u F A mTwb•a.. Q,AR E I Mm MAII. RAMC vm,x I Q� —IBA IVA FARE vmn, I MAX reAlc vmrM se---.a vRmi w MMI.BmA VT"" 4e M X LSA VMM m MAX n=,MBIA W MAX B�°vmTM w MAX TmA vmlx a de ® 2 I I E.- 1 1 2 1 1 9H 1 8 2 8 Q7 or 9 2 2 8 sE RTA6)eiw 1 19B 2 ��- 9B Q >S 11 2 Il a$ 1 4 �H4— a� 9B - b 6 ffiA Q v—e4-1T 1 �® 9B —B o 9 or I Ami oI A ' :; 2 2 8 Cor O 21 C or __ iiw TYP. TYP. ,A �•6-h-17 10'J t0' tr dJ5 2 e lY OL eAlt eT3 _.IW 1W �eA1L�IW &� �. IO _I_.N'e � �.._ 1� 879 MAX MAX NRL I MLI tWt MAX --li TIMX�'TI T P.7S e7S e79 I I 2 e w=MAX D G G eecrwn,v •a ■ M R1GR ELEVATION ecceMBLY 113.M MTTRBIR ELEVATIONI AcnMBLY Al.• INTERDDT ELEVATION PAIR DF OLITSVING DOORS ---- PAIR Of' DU7SVING DDORS WALL rONDITIDN,MASONRY PAIR OF OUTS ¢DORS ANCHIIRS,EMA EXISTING ANCHOR DET. 7322 VALI CONDITION VOOD STUSTUDS ANCHORS, VIRE 6 DETAIL •21 CH-D SER.TES_C INBRIGA OCK + H-B SERIES DEAD HOLT.® P ® •�� S YL 1 Lm temtlAGE BOLT FMA CDEY. H22A) OR WDI]D SCRF_V vnu DUa!tIN 98/99L TRIM SERIFS RIM EXIT® MAGER M275D SI!RFACE BDL S CTOP 6 BOTTOM) ATEM #B2B2 AT BOTH DOORS 7 (W/ ncen pm T INC FD) HParER MODEL HHB116H SYFEI__ HTNGE � UT _ R / YA % HAEER A275D_NVOYCE BOLTS (TOP &HOTTDMZAT VvM BOORS VLIN TB iPR[N 9954 REMOVABLE MULLIDN 7• ASTRAGAL V/ASA STRD<E - _-4 L2 F,.-GER MODEL NHB1279 STEQ HLrtT HINGE f. . AOOR ONLY) T T S T (fig DDDR CDRE_I_TEM_ .i EXPANDED POLYSTYRENE�_HONEYCDNB DOR COQ ,EXPARED POLYSTYREME UR HMEYCOMB PAPER '7yAcTR°�QI Yl ASA STRI!� MDRTI__ LOCK. PAPER Fr l(-.LFA L+S!1 FIn L FLUSH ffiIOR CORE�Q F"P � r`YSTYREP!E nR ti7lN6yr_'OMB PAPER AIR LOUV� MC.METAL Lrn lvcR M15DDA 9 w1 ag24_' m I rnticR M METAL LOU�FR i1GDDA V/24'x24' FULL£LUSH wum,rm T 12•cl cq FROM TOP DR R R MG tlETAL_Lt1uvER •ISOOA 9 4124'x24' HIIITDM DDDR AND CENTERED—V!_DDDR- <ODOR CUTOIT) AND LOCATED MAI CI Fq FROM TOP DR �-1-��'E ercn eT tY n Fnr�FR@I TOP DR BDTYDM DOOR AND CENTERED V/ DOOR BOTTOM DF 11ODR AND GENTEREO._V/ DI1U2 OUTSWM SDNL.E& DOUBLE DOORS I MM V/TWO SURFACE BOLTS ��� SD�.E DDDR V/TWO SURFACE BOLTS V/YmJ DUPRIN RIM PANIC DEVICES 6 DOUBLE DIDIRS V/FOUR SURFACE BOLTS & ABLE DDDRS V/FOUR SURFACE KILTS ASSEMBLY ELEVATIONS •#I.•L •3 • SEE SECTIONS ON SHEETS 5, 6 _ •• : • : • �� ,• • I;losid4 Building Code (High Velocity Hurricane Zone Dotmu- SEE SHEET 1 FOR KUMM A.S.D.DESIGN PRESSURE RATIN \G�S� �ss• num we.R> d1 COD ate' eGAGE P.A.I. FDR EACH ASSElIBLY. BASED ON VATER IIffILTRATDDI <� s<Eu FFAYc gss1 CQ f 9UIREMENTS AND AIR DrF D TRATDDI L BQTATIDNS g �� 03/27/I9 �• - DAYBAR INDUSTRIES LTD - SEE SHEET 3A FOR MAXDBIM A.S.D.nESDaI PRESSURE RATIPG : • •:�i%. I L E C O MQ. ow-9AA�,v1. SCHEDIAE Flit ASSEIDILY LDIHJ<D�ATDPS BASED ON WATER INFII TRATDIN RE9UDtElENTS AND AIR i!D ILTRATD]N COMPAXtl•'. • •' • ° Ta A ° 9 LDUATD8M mm. MAN=� Ap • •am, am aM. mmo'r oe i.n •o ar.Pr- as area �A a' Q• • •• Z 4N W 91REf a or Ia °0°01NNHevvsp°`°4° DETAIL 116`/9 L� q� DETAIL 616/9 40 MAX FRk11E MOTH Ea SDIL ---36 >t�1/!D H CJ Ea SIDE 36 MAX DDDR VIDTH- u I �12 MAx 1 t2 MAX fl -- N N Q N O b W� W� x 1 J W S a 1 -V AW LOANER WG.METAL LEUVER.1900-A ® " PF7HIITTED @!EMMSED=M AT TDP M FACTFLANGE VE nILTHE L FLUSH CONTACT WITH 4Z I FLAT PORTDDd nF MOR SHD1.SEE DETAILS ON 1 W ®1 yy SHEET 8/19.MAX AREA=576 M'=4ft' s 4 ppS 1P. OS W£ W IJ W N m O W Lrj N S N V 014 �x p 1 4 i4 J Wi Move louver to x x a�S ^ a $ W= the bottom. Wa I uS d TYP. O N d 6 I 16� T I 2.79 I A I 1 I 1 I 2 e t9•a.C.MAX lo• 10' t0• I B IV 6C.MAX. I_IV""»>TTT-1V!'ttt"-_' A 'll MALI. lMIL MAX �� MRX. NAX. NAx. 2.75 ASSEMAIV ■ #7-EM$ EXTERIOR ELEVATIUN ASSEMBLY #7 ■ EXTEZ ELEVATD7N SINGLE 01IR OUTSWING SINGLE DOOR OUTSWNC' WALL CONDITIQN - WELDED HOT ROLLED WALL CONDITION - WELDED HOT ROLLED STRUCTURAL STEEL CHANNEL FRAME JAMB AND HEAD /8' MIN. THC AD, ANCHORS-3/ ' MACHINE REW, LACK WASHER & NUT NC S / T HEAD-MGME SCR W/ EMA (DET #23A), OR FRAME 1 WELDED @ 12' O C A7 JAMB AND HEAli NUT W/ EMA tDET #23A). OR FRAME(V WELDED @ 12' O.G AT JgM �NCLUDiNG TOP & B TTOM OF JAMB (PET #23R). N HEAD INCLUDING TOP & B SCH-L SERIES #66 MORTISE LOCK W/ DEAD BQ T SCH-D SERIES CYLINDRICAL LOCK 1 + -B SERIES 11® 4 # 7 T UT HI 0 jrj112- AG # B R EXPANDED POLYSTYRENE OR HONEYCOMB-_APE&. DOOR CORE EXPANDED POLYSTYRENE OR HONEYCOMB APER FULL EMBOSSED FULL FLUSH AIR L -A 9 W/ 24'x24` DOQR AIR LOUVER INC METAL LOUVER #1500-A 9 W/ 24'x24_DIIOf� �• • IFS AT2_12 - P FIMEIR TO TaP OF LOUVER -OFF AND L CATED AT 121 FREIM TOP T • • OUTSVM SPOLE DORS WTlMUT SURFACE BOLTS S L I A •• •svnaa DIJII2S WiTF01<Jf slBuacE QTS SEE SECNS ON SHEET k% :46 idcr Buildin Code (High Velocity Hurricane Zone x. .G • (011m m DOUBLE 4 SINME 9MUS ISIS OUTSWIN0 F.R-L DOOR W/SERIES'AS' 16 SEE SHEET 1 FOR MAX"A.S.D.DESIGN PRESSURE RATING 4^ate �\ SF z Sim.FOOMMERCtAL�RArMELOUVIRM am. oaaEDRAWN BY FOR EACH ASSEMBLY.BASED ON VATER DFILTRATIEN oz la REMIREMENTS AND AD:���L�A*�• •' • �-�� DAYBAR INDUSTRIES LTD rL7/ - SEE SHEET 3A FOR I4A10"ASA.BESIM PRESSURE RATDJG * ��y i��GC<. am •i�ngp aR+mRxo eamAHr w owa�w L. SSE FDR ASSOMY CON"TD1�IS.BASED ON VATEI<i • • 4xa�a °�'"�"-0O4 a ame m am exa eao9 vru�9m a7s as 15-055 WILTRAMN REMAREMENTS AND AIR V*MTRATEW UMTATDBE �k YSQ ,'�� • °�'` " �m"-1�, ®� ow•amR° `� 19 a r ms a r �a 6��/�✓a �\\ • • MW• U.1 MI97 SREEf S 19 LL* MAX. A.S.D. DESIGN PRESSURE RATING (psf.) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIE #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE W, wx ASSEMBLY #1 ASSEMBLY #2 ASSEMBLY #3 ASSEMBLY #7 ASSEMBLY #7-EMD ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS a (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 3) SHEET 19) x ■a xx a• wx 6 0.157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +65, -65 +65, -65 +65, 65 +65, -53,3 +65, -53.3 7 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 20/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 8 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65- +65, -53.3 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 W/WOOD SCREW LAG BOLT & E,M.A. (SEE DETAIL 22A/17) 9A EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 W/ STEEL. CARRIAGE BOLT & E.M.A. (SEE DETAIL 2213/17) CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 9B STEEL FLAT HEAD MACHINE SCREW & E.M,A. (SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 * NOTES ON FRAME HEAD REQUIREMENTS 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 23B ON SHEET 17. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER, APPLICABLE TO SECTIONS D & F, SHEET 7. *3K NOTES ON WATER AND AIR INFILTRATION REQUIREMENTS_A(O LIMFTATIONc • • .. Go 0 1. SEE GENERAL, NOTE 9 ON SHEET 1 OF 19 FOR REQUIREMENTS AND LIMITA i1Id;E� 06jidd Buildin Code (High Velocity Hurricane Zone • 75 1. ®go"m ee.R.r.aio) GGuml a SOME L51•ouTswm F.RL I,u_ •'•�,C ENs''':��y. comMat STEEL WN w/SEM'Ar 16 GAGE �in SiEEI PRAMS LOWERED ASSOIBI.IM •`• • •- . IL ECO EMa. DAYBAR INDUSTRIES LTD 03/"/" wre •" •a g( awl cOiWANY a'��:f �F• �' �1 n. w•��'�s,�,w Ta.ao vsam FAVam®-aa 15-055 s p y•p '�� ^Y'` ui.m6.a� GRA1roro Ro • .e r •: 'a • • 'i.P.E a r msoa a r mm �pl v ��p� j�' \.�C'�•�,�4�' • LW-/"167 , SW 3A OF 19 MAX. DOOR WIDTH (SEE SHEETS (2 & 3) 230 MAX. DOOR WIDTH MAX. DOOR WIDTH 40 �- 1 F .0 (SEE SHEETS (2 & 3) (SEE SHEETS C2 & 3) FR10.875 -- 7 S U.5 1.969 ., 2' 37,125 W N W N rN 45.048. 0 xy xy MAX. DOOR WIDTH o w a W o w 3.510 CSEE SHEETS (2 & 3) � ow O a= 6,500 a y H Ll 4 5 f ui 21500 f w 15.750 ® 20.250 1 ® ® 13.0 v 2 0 ® ® 13.0 I I 13.0 �9.OH9.0� 9.0 �+ 9.0 17.5 5.0 -11 44-- 5.0 23.0 =N ® MAX. DOOR WIDTH ow ® 13.0 (SEE SHEETS (2 & 3) 1.937 MAX. DOOR WIDTH MAX. DOOR WIDTH �j �- 250 aW 13,0 (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) 562 Illjjj I g vWi .._...� — —70 0 � R30,195 �� 62 ® ® 13.0 13.0 F 00 1,937 4S L- t L3caee �� �etl 19.562 �9.0 .0L W N 25.5 i N 13.0 =N � 1 5.0-41 = I Lo ® ® � 1.937 D I,rj O,® �J. 0 W MID 5 0 6.5 a= 13.0 a= 34.562 X W fy 21.5 �y ® ® 13.0 sv � I -I9.0H9.0 050I � -IS.0I ' J90�9.01 - 5.0 s ••S �T• CONFIGURATIONSOPTIONAL EMBOSSED DOOR A W t- * l6r a•Buildin Code (High Velocity Hurricane Zone NOTE �< �. •®1•,w=-0- DOUME Q SRKU St39E3 Ls1a QU1swIN9 FAL EMBOSSED DOORS W/ LOUVERS PERMITTED I�CFq/S' �9 c sCOMMwim� �+M D vm a IN SINGLES & PAIRS LIMITED TO DESIGN PRESSURES NOTED FOR EACH ASSEMBLY e : �L C®Iwa. DAYBAR INDUSTRIES LTD 03MI18 • E•• ma / ao ELSE mvv�alc �! • C �� e• Mw �a �� a coe�L E cm®ama 15-055 mink ' < • • 19 v. ms's atrt s.r ®.is •n X00 • • Ro"Il--/Mtn OD @i® SHM 4 of 19 A Dtll ` 00 ••• • • • • ••• • ••••• • • • • • • ••• • • • •• •• NOTCH THRESHOLD EA. SIDE TO O5 SEE SHEET 11 SUIT JAMBS, SEAL JOINT WITH Q S�A W/ DOUBLE ROW OF 11 11 ®GE SILICONE II CLEAR SEALANT O AND 4' 11.C.EW@' FROM ® W� I N T E R I❑R SURFACE APPLIED EACH END ® 6 WEATHER STRIP tna W s, e . s' n ( LOUVER BLADES LOUVER BLADES (SEE DETAIL 21/17) & SECURITY GRILLE & SECURITY GRILLE n 0,125' (SEE SHEETS 8 & 19) 0.125 (SEE SHEETS 8 & 19) 0.125' .. 48' MAX, DOOR WIDTH48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH EXTERI❑R SECTION A—A SCALE] 3/16'=1' 1/8' MAX. SHIM NOTCH THRESHOLD EA, SIDE TO I N T E R I❑R SUIT JAMBS, SEAL JOINT WITH 5 W/ DOUBLE ROW OF ® GE SILICONE II CLEAR SEALANT 1 #6x1/2' SMS SCREWS @1' FROM SURFACE APPLIED 0 EACH END AND 4' D.C. ® W� ® ©(SEE SHEET 10) �6 —� WEATHER STRIP IN 211 O W LOUVER BLADESUVER BLADES /c 8 (SEE DETAIL 2SELO2/17) SECURITY GRILLE & CURITY GRILLE (SEE SHEETS 8 & 19) (SEE SHEETS 8 & 19) 0.125' 0.125 0.125' 48' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH •• ••• EXTERIOR SECT ON :B—B • . . .•• • •• . . . . . scALE 3/16'=1• ,•. i 0..•`: :Flor:da•$uildin Code (High Velocity Hurricane Zone Q` d�e�4 ® limo•e. DOUSIE a S� SW SEWS L518 OUTWHO FAL vCENS4c' ca1LmIc1aL srm oo w�wEs as- 1s oam o m of srm Flu¢ w . `• r • DAYBAR INDUSTRIES LTD °'A'/" IL ECO�Na. _ m�am a,E • 4• i• �' a•''b�•1 ` " ° m:M5�RX 9W • 15-055 • o.r m s r mrm yy 0•A•u1G N• • • TLLlf.h.P.E. •a,a-® yaoe as W"Lm C"167 slur n ov is /1111111611111\\\ ••• • • • • ••• • ••••• • • • • • • ••• • • • •• •• • • •00 0 0 NOTCH THRESHOLD EA, SIDE TO I N T E R I❑R SUIT JAMBS, SEAL JOINT WITH (SEE SHEET 17) SA W/ DOUBLE ROW OF GE SILICONE II CLEAR SEALANT ] xl/2' SMS SCREWS 01' FROM O EACH END AND 4' 11.C. (D W/ ® ©(SEE SHEET 10) 6 SURFACE APPLIED WEATHER STRIP n m LOUVER BLADES LOUVER BLADES c & SECURITY GRILLE (EXTERIOR & SECURITY GRILLE ] 0,125' (SEE SHEETS 8 & 19) 0,125 (SEE SHEETS 8 & 19) 0.125' (SEE SHEET 17) 46' MAX. DOOR WIDTH 48' MAX, DOOR WIDTH 100' MAX. FRAME WIDTH SECTION C-C 1/4' MAX, SCALEi 3/16'=1' SHIM i 1/8' MAX. NOTCH THRESHOLD EA. SIDE TO A SHIM SUIT JAMBS, SEAL JOINT WITH A L SA W/ DOUBLE ROW OF ®(SEE SHEET 10) ® GE SILICONE II CLEAR SEALANT 1 EAC112' SMS H END AND C4REWO G @1' FROM W ® I N T E R I❑R 6 SURFACE APPLIED WEATHER STRIP n O 21 21 co —— 77T 711 LOUVE BLAD SELn CURITYLOUVEGRILLE EXTERI❑R &S SECURITY GRILLE SE Or A (SEE SHEETS 8 & 19) (SEE SHEETS 8 & 19> (SEE SHEET 17) o 0.125' 0.125 0.125' 9 or A 48' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH r SEE SHEET 17) 100' MAX. FRAME WIDTH SCALE- 3;� a A rr, •• : • '� ,,• lVr:da`Buildin Code (High Velocity Hurricane Zone ® sumo w s> s 008 .E•SOMU SEM LS18 OUTSM8i8 FRL No.44167 oanaRaAL Mm Dm ares'As-Is cacE ORM an sMM FRAM WUVM B ASSEMMM. Wn L ECO Awa. DAYBAR INDUSTRIES LTDam eo>�Danaewvi• 15-055 `4i' ! �': °�,•" v+s' u om e�eoao a1°'am ma sas aaAaum ne � � ••••••• • •W-•s06/1s exr m's es a� mrvr � sejyaalataaap ' F aIiµ9� au�s m esEr a t• ••• • • • • ••• ••• • • • •• •• NOTCH YHRESHOLD EA. SIDE TO j POURED MIN. 2-2'x4' W/ DOUBLE ROW OF SUIT JAMBS, SEAL JOINT WITH CONCRETE WOOD PLATE XI/2' SDS SCREWS @ I' GE SILICONE II CLEAR SEALANT REO'D. HEADER • 1/4' MAX. 1 ROM EACH END AND 4' O. C. 1 1 AT ASSEMBLY #1 Z 6 SURFACE APPLIED (DAT �-� SHIM ©W/ 20 INTERIOR WEATHER STRIP 1/2' MIN. GYPSUM © U7 Q N WALL BOARD OR � PLYWOOD SHEATHING (BEYOND) 0 a � 5 1 2 9B LOUVER BLADESAl p STRUCTURAL STE L 9B DETAIL 23A/17 & SECURITY GRILLE ©DETAIL 23B/17 SEE MULLION 5 (SEE SHEETS 8 & 19) INSTALLATION W MIN.NTH CK WEB 36' 0.125' 36' MAX. DOOR WIDTH 0.125' SHEETX o 40' MAX. FRAME WIDTH _ ©BEYOND w STRUCTURAL STEEL CHANNEL .2-. W EXTERIOR MIN. 1/4' THICK 99 LOUVER BLADES F— _ & SECURITY GRILLE Z x STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO SECTI❑N J--J POURED (SEE SHEETS B & 19) CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL SCALD 3/16'=1' CONCRETE'f H REa'D. LOUVER BLADES �� ce w n 11 CONTIN S SAME & SECURITY GRILLE AS SECTION G (SEE SHEETS 8 S. 19) X (AT BOTTOM) SECTION E 1 :o SCALE, 3/16'=1' 2 + 20 20 2 + 20 rn W o STRUCTURAL a '. STEEL CHANNEL 21 F MIN. 1/4' THICK • 20 ~ `O 9C SEE DETAIL #10-24x1-1/2' w 16 w #10-24x1-1/2 HRU-BOLTS x THRU-BOLTS cl) im 23B/17 bi 1 W 16 x 20 6 LOOK 5 ~g POURED 21 LINE ; @ 10' CONCRETE REQUIRED SECTION F X a ' P. MAX. w a (` POURED F SECTION I @ 10' CONCRETE POURED 3) 29 GE SILICONE II PC. MAX. REQUIRED. CONCRETE @ 10' CLEAR SEALANT REQ'D C. MAX. SEGTION G LOUVER BLADES • • ••• s • •• SECTION D—D & SECURITY GRILLE • •• • • SINGLE DOOR DOES NOT NEED MULLION Q (SEE SHEETS 8 & 19) ,� ��• i • • • LATCH ONTO REINFORCED JAMB_ °° 6*:da• luildin Code (High Velocity Hurricane Zone SCALE, 3/16'=1' CONTINUES SAME A F nlso"` DOME a SVOU�1318 oufsw9lo vxL 44 COWMERCIAL o 11�STM WW v/SMO-AV 1e cum ORM fff 0. AS SECTION I h SUM FRM&LGUVM M (AT BOTTOM) � USTRIES LTD °'wt L ECOiwa. mvrm SECTION H " o wlPnwr �a m. • • •Ee �r. .,a�'s >11 aos eQt eooa ooa sie uos 15-055 K. SCALE, 3/161=1' i" I ° •• • i•ss ammg' a+r ®,s as i—-i — era DRAW=A•�01• 0110 mLt.i"lo m a Ps- MU7 Cb'19 • • • • • • • • • • 1.96 PH HD (8)0.22X0,44 12.31 c�b� 18 GAGEx.31x,44x23.88 1.75 THRU BOLTS W/ C'SUNK HOLES MAX. 12,31 ,5 TYP LONG TOP MTG BRACKET DOOR LANK HD I SIDE 25.63 ANGLE EA. SIDE .93 (SEE ELEVATION) ATR I QUVERS. INC M❑DEL 12,31 SPOT WELDS AT t5nn—A LOUVER & SECURITY 5 MAX 12.31--M 1_ CORNERS AND GRILLE SPECIFICATIONS 11.09 .5 @ 3' O.C. MAX. ALL AROUND 1.15 MODEL, #1500-A 2 OVERLAP MATERIALi 16 GAUGE CRS FRAME • 18 GAGEx1.31x.25 (MIN. Fy=45 ksl) AND LOUVER BLADESI 26.19 cy x23.88 LONG 12 GAUGE (MIN. Fy=45 ksl) CRS SECURITY 11.09 LOUVER BLADES GRILLE MAX. El W/ BENT NOSING AT CONSTRUCTION MITERED AND WELDED 11.09 —A 0� JAMBS TYP. EA. END. CORNERS] SECURITY GRILLE ON INTERIOR W 5° AND EXTERIOR OF LOUVER WITH 13/16' 23 26.19 H 1 SECURITY GRILLE SQUARE OPENING V ON CENTER. • X (SEE ELEVATION 1) FINISH i BAKED ON POWDER COAT. L<J 23'88 FASTENERS, #8-32 PHILIPS HEAD THRU 26.19 CUT OFF BOLTS WITH BLANK HEAD ONE SIDE, • B •67 FREE FLOW ARF 40 % FREE AREA. 1,25 11.09 B TYP 2 (529),81X.81 2 TYP 1 1.25 SQ HOLES .67 TYP 5 A �82 18 GAGEx.53x.82x23,88 SECURITY GRILLE ELEVATION 1 13 �- LONG L.H. & R.H. <8)#8-32 PH HD SECURITY GRILLE 1.15 x'1 1 JAMB ANGLES .11 THICK THRU BOLTS W/ (SEE ELEVATION 1 5 OVERLAP /18 GAGE �--- -23.88 NO.25 SING BLANK HD 1 SIDE \ SECURITY GRILLE & LOUVER ASSEMBLY TYP (ELEVATION) DOOR 08 25 � T ow/ 20 SECTION V-A 13s° s4 25 1 l NOSING 1 TYP 75 i--' SECURITY GRILLE SPOT WELDS AT SLOTED CORNERS AND N.T.S. HOLES 1,31 S8 O TYP CSEE ELEVATION 1) @ 3' O.C. (8)#8-32 PH HD TO RECEIVE IL 18 GAGEx.53x,82x23.88 ALL AROUND THRU BOLTS W/ LOUVERS -J LONG L.H. & R.H. BLANK HD 1 SIDE � — 23.38 JAMB ANGLES (SEE ELEVATION) 25 ELEVATION .s r- TYP. SLOTED FILES FOR SECTION LOUVER BLADE a JAMBS 1.75 1,75 TYP. LOUVER BLADE DETAIL 1.96 DOOR DOOR SCALE 1 11 SCALE 1 i j—l— MODEL 1500—A LOUVER 24-W X 24-H (MAX, 4 F AREA) 18 GAGExl.31x.25 EXTERIOR 2 W/@ @ x23.88 LONG 875 TYP INWiRIE13 -Xi RWDES C/W SECURITY GRILLE 23.88 l LOUVER BLADES ' CUT OFF OVERLAP °�\ `};BeBkfa .p • S€E�h1 S.D, DESIGN PRESSURE RATING ON SHEET 1 BENT NOSING AT TYP, °ap°P,. • } • ftKiQ UI din Code (High VelocityHurricane Zone MBS TYP, EA, END. °° SECTDIN B-B ® �.� .� COwr°��� �8• FA, SECURITY GRILLE yp B s�rarer LOUVERED ASSEMBU s °p"'"DT CSEE ELEVATION 1) N.T.S. • a• DAYBAR INDUSTRIES LTD �r9 DATE • TES7IND t eppia�mN•COI�AMl• °0� . !0'R'2sea m. ,:meeamm sae sm15—°55 (�10 .•:t ' • :cam,-,�o'.'r°�"fi-'fes+ _ • •• DRxrom re+ ea - .�•. FUMw U.a"1 97 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L500 1 �M75 01340 a te75' 0.1979 N 12000��aS N d 0.6 MATERIAL, °'030° ' GAUGE 12 MINIMUM (0.097 "� o LOCATION THICK) GALVANNEAL, oomo o ATTACHED W/C2) LONG MTC M750 AT FRAME WELDS ONE/END. _ _ a .9 $ lot � m 1 SURFACE STRIKE REINFORCING 9� 0 2 2 Dpi I - 0.6000 c 0.3120 1 e Dust Box V 1I HEAD Dust Box O I O o MATERIAL, N 1.3750 — 12 GAUGE 1 FILLER CUP O O o MINIMUM STEEL MATERIAL, is63 GALVANNEAL 8 GAUGE STEEL GALVANNEAL • r FACE sHovN 5 4 7/8 STRIKE STANDARD 1 ® 4 1/2' FRAME DOOR HINGE REINFORCEMENT FOR FRAME REINFORCING DETAIL DETAIL ATTACHED W/(4) 3/16' 0 PROJECTION VELDS. ®� � 5.750 � `O 1.9730 23750 LS000 2'FACE SINN OFFSET 1. DIE MITERED CORNER CONT. STANDARD _ i 0.060 WELDED INSIDE FACES & L1e75 21975 AT RETURNS �" o *-0.758 I2. CAULK COMPLE E INSIDECORNER WITH� GE SILICONE II l DEJAIL 6 p4370—� I--- —4276 --0,4370 }18-32 TYPI AL WELDED CORNER MATERIAL, SCREW GAUGE 16 MINIMUM (.057) DEAD LOCK STRIKE TAB GALVANNEAL 14 GA (0.074) MIN �l TYPICAL JAMB & HEAD SECTION ATTACHED Tn STRIKE JAMB W/ (3) US' 0 lA OPTIONAL HEAD SECTION PROJECTION WELDS. 2a2s tsDo �¢ • • • •• FRAME SECTIONS AND REINEURCf6•IG.•:IlbThh:s i-- ,,,�'o' is Flo id •• u•I fn Code (High VelocityHurricane Zone � ae� \ v..• J,oo�v ®ana tuew 0 DOUBIE 3 SDeD.E SERJES L51 a DUTSIMOVD FAL 106 EXTRUDED ALUMINUM vc�Ns '`•��.; `e"" snn �E a°"DE ,A,W THRESHOLD NGP #95ONA ;' j .• 'L R►c�.�Q DAYBAR INDUSTRIES LTD 07 'g I�.,7• ... . TILLII TESTOt•ry F]IIINE�f CeIIPANam own%Lor t a. �afee mew affi eoa0 FOe am ea�� 15-055 _�1• 'C��� •• ® 7i9 0:r O.ric+ ms aw r ®® wa ORA110B Me • Ifm1FR A 101Jf d..�E 'pl��'• .. -., k~a G10RIQA Ite C 46187 � aD tl� .sm 9 of 19 77jJ1001 HHt116u'��� • • • • • • • • • • ••• • • • ••• • • I DOOR FRONT OR 2 V/ 2 3.00 W/ (2)#14x1' XTERIO 2 W/® WIDE SIDE �H SDS SPACED 0.562 TERIO • AS PER ISOMETRIC 71 DETAIL 17.0 1.5 • 1.875 1.75 GASKET NG#109 DETAIL 6 1/16' x 3/8' —� 0.625 INTERIOR INTERIOR DOOR BACK OR NARROW SIDE MATERIALS LOCKSEAM FILLED WITH 1-1/8'X2-3/4' DEAD BOTH DOOR EDGES SEE HILL OF HELMIPRENE # C8323-1 6.0 BOLT STRIKE 1/8' IN 2' BEVEL MATERIAL ADHESIVE —SEALANT SECTION THRU ASTRAGAL TYPICAL CROSS SECTION 120 B4 00 Al DOUBLE DOOR THRU DOOR . 0.594 —I--� 4-7/8' STRIKE 0.032 0 • • • 0 • 0 0 0.125 ° (2) #14x1' 1.813 SDS (TYP.) 8.875 5.594 2.063 12GA. STEEL AS 3.375 2.440 STRIKE REINFORCEMENT 4.875 3xWEL PROJECTION 0.438 WELD EACH SIDTE ° • 17.0 T 2)#12-24 1.250 APPED • OLES FOR • ° ° L� .S.A. STRIKE 0312 3.0 12 GAGE STEEL ASA 1299 STRIKE: ••• •DETAIL 6 ® 'Z' ASTRAGAL ISOMETRIC REINFORCEMENT FOR AST �� :•' lob •••u'I to Code Hi h Velocit Hurricane Zone) DETAIL d�'�': VCENc ' •9°- ® .•r a ourswn4c F,:L �F' , s COMMERCM s> Ooml w �- +e oat MATERIAL, srm ���. 03/V 13 0.075' THICK STEEL •• DAYBAR INDUSTRIES LTD O3�m IL 13 FCCY®.a. ':. 'SIf1 QF ' f "Tmuv 'rmI.�wee Q s m cm ® c1D7are 825-42M 15-055 • m vpoes+ s • o.. .� � a. ro .@ oa�.m ao • 2 a6oq`�a rAl Ri L". 04444.197 10 or 19 If6 • • • • • • • • • • • •• ee 0.0 • • •• •= ••• • • • ••• • FITTING (4)5/16'-18x1 1/4' U4'20 BR MA 5/16'-18x1 U4' MACHINE St7tE5IS EXTERIIIR 2* (4)5/16'-18x1 1/4' 41- i T MACHINE TO NauNT COVER HEAD O ® MACHINE Sv TO HEAD lTl HEAD 1 is� :':�i':':a3:;?$+::i`.::;•l.••.'',.:•`:::: •'.'.y COVER MILD STEEL :<r — ©HEAD _ 1 '^♦♦♦ I e _3_0_1 FIAL VELDED TTING STEEL ♦ ♦♦♦ 3.5 EXTERIOR I TOP15 ♦ �> (DWA I IDH FITTING 86eD FITTING n MB 1 TflN BI1DY 15 THIG WALL S CONNECTION AT TCP (PLAN) SEC_T_I�N A 580 GRAVE B STEEL EXTERIOR EXTERIOR 15 EXTERIOR M.® (4)MACHINE SCREVS 5/16'-18K1-U4'TO 1 68620 BOTTEM CALK-IN ANCHORS I MULLI@I FITTING ►I STEEL I I is � I I t I 6 3.0 t t 3.0 (05/16'0-18 POVERS 86M ANCHORS CALK-IN :kr �`FITTING •O ANOi�S V/1' MIN. ,Fy/ ' +EMBEDMENT TO PMAMB :iY :• n, CONCRETE. 6 8620 FITT 2POS D.8 � E 2.0 ISOMETRIC 3.5 REDUIRED (05/16.0-18 P13VERS NOTCH OUT BA'x3A' 1S FASTENERS CALK-IN 31 15 11 ON THRESHOLD ANCH13RS W/V MIK EMBEDMENT TO POURED STRIKE GASKET NGB361 CCNNECTMN AT BOTTOM PLAN) N COTE' PLATE 499 ATPDO� SECTION EA. SIDE t TO MULLMN I 2' o 3.000 I1 CG•A9t.`Lf,K-IIl •..ri'i°,°�•,, • • ••• • CON ANCHOR 3.500 & �rTT"G • • NCe •• • • • • •H WT 2.0x3Aam i 0620 STM TIC ?dcg uDdtnq Code (High Velocity Hurricane Zone ®:oetomo en ) WLME a SWINE SEME5 LSIS OUTSWM FAL EXTERIOR Al — CM0fER=STEEL DDDR W/BEDS�� to BAIL =AV*Ot • No 44 STEEL FRAIIE MYEREo ASSEIINLIES. DAYBAR INDUSTRIES LTD O7/�'/16 M LION/DOOR SEAL - : IL Fcr®•Rae_ °At6 m.Isr oAnc eewvmr 15 VON DUPRIN SERIES 9954 (W/ 499 '`A ��' •a``'♦ �' �'° 'M M 025-a= °` 15-055 w,�°C/ L RP.•' v. m�e• xc r gym. .x oQAtmKa Me STRIKE PLATE) MULLMN INSTALLATI13N P f a°° eam+ti tale Batt eaaa aaR@A Un/u1w SNEti 11 Oi 18 ••• • • • • ••• • • • • • • • • • • • • • •e es • • • •• •� SEE SURFACE BOLT ENGAGEMENT DETAIL EXTERIOR 2 21 © Q or A r 1 o A X Q f (D or A THRU-BOLTS I/2 : .... ..... SEE DETAIL 'A' $' 09� 3��Q DETAIL 'A' :> p??:3: `• 2 2 9®LOUVER BLADES ©EXTERIOR & SECURITY GRILLE :•' '`' x (SEE SHEETS 8 & 19) W 2 0 O 16 0 TYPICAL SURFACE BOLT ENGAGEMENT DETAIL AT HEAD & SILL #lo-2a x 1-112 T RU- OLTS 21 172. #10-24x1 1/2' THRU BOLT 16 SEE SURFACE BOLT 16 X o ENGAGEMENT DETAIL a' SURFACE BOLT INSTALLATION AT DOOR W/ ASTRAGAL (INTERIOR VIEW) ^ 1' Max. _j L0.75 NOTE. SURFACE BOLT MANUFACTURER-HAGER _ - _-L POURED MODEL #275Da8•a •:. @ 10 CONCRETE MATERIAL-STEEL 6M&K • MAX. REQUIRED FINISH US26D _'4%e%% di W.• P� -0, .; ••jFlb dd f$LlikPn Code (High VelocityHurricane Zone 21 8° #275D HALER = � Ns. ® „�"`°'�•' commma mm*on /su cum SURFACE BOLT v• � �L o• DAYBAR INDUSTRIES LTD • • e • ;'�' aca a•. �a a w ad �eoeox`6fom sa pan. 15-055 • 19 a � .a a.. mem ■m 1fp.1FA Aml I mr. , pp fq� ■ FLORMA Ue.d 44187 4 SET @ Ci 18 ••• • • • • ••• • • • • • • • • • • • • VARIES WITH DOOR WIDTH - 0.0570 MIN. 0.5625 0.5625 TYP. in n M 1/8.0 FOR T 1.8125 SPOT WELDS 3 - 0.3125 X OB750 (TY?.) ELEVATION D 0.8750 3.Omo 1.0000 1-0000- TYPO TYP. TYP. in (U in N W (J _L 2.0000 T- 2.0000 SFV S�np.pp SURFACE CLOSER 1 TYPOO 5.0000 'J4.S FASTENING SLOTS PLAN 26 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL_ MATERIILL.� 16 GAUGEAL STEEEL {-2.6250 _0.2500 MAPS0.7500 0.6250 GALVAIDEI � 'So N 0 DOOR TOP cu 2.7500 0.7500 0.2500 CHANNEL \ c 0.5000 16.25 4, PLAN o � o ±3.5000-1 +f \ \ ^ ,�Zgo ®DOOR SURFACE CLOSER \ \ C REDOTO 13R AT CLIPPED \ \ .�\\ E�js�� TO DDIRt AT TIIP EDGE \ SECTION 3D VIEW \ MATERIALS LANINATED TO EACH FACE OF DOOR 14 GAUGE (0.074) V/ CONTACT ADHESIVE QiELHIBOND 8326-1) c MINIMUM GALVANNEAL AT HINGE EDGE AND TOP END CHANNEL. DOOR SURFACE CLOSER & END 25 DOOR A E• QUISER CHANNEL ASSEMBLYNENT U-04IL i�•.., '° ••Florida; bu#ld� Code Hi h Velocity Hurricane Zone @=a Rim•m psolmmeel o0um a SRI=Stals tste ovisw= rxL 2� Sys•.!. e0t0mt m srE¢Doox w�slwEs•AS•is tutOE STEEL TRAM[ A�IIBLFES. 69.LIM Br s • �L `►�fie. DAYBAR INDUSTRIES LTD °Jn'/t6 rn: a • ah Tlsno m•�awe a cP:• • ,:•,y a EOLIPAN1f aw aoew%ur a,4 tP/•. w mm a sc,a• -Orr -�m�Mae m-am aao-aa rw eoa ea-=4 15-055 �o Q • All !s�mem • ,� mASBta to Cfl- 18 •at i ®od R•. o�od •� Vw3w A 1LW&.P.E 4D III-0ee R°4 aa+ n u�0 aie/ , • s to Cris ••• • • • • ••• • • • •• •� ••• o0o i• •• CHANNEL Iq< �A 0 N� T❑P CAP DETAIL A Ul U In o z 1.650' `D o H � DETAIL A ASSEMBLY (ISOMETRIC) SNAP IN CHANNEL (SNAP IN CHANNEL WITH TOP CAP) Q 35.750' TOP PLATE FOR 36' DOOR WIDTH 47.750' TOP PLATE FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) II 34,125' SNAP IN CHANNEL F❑R 3.6' D❑OR WIDTH m 46.125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND CAP PLATE ARE RESISTANCE SPOTWELDED ON COMMON CENTER LINE. EXACT 35.750' FOR 36' DOOR WIDTH (4 — 5 PLACES) EXACT 47.750' FOR 48' DOOR WIDTH — 0 — — — — (VARIES WITH DOOR WIDTH) TOP CAP STANDARD TOP CAP CHANNEL 0.7500' VIEW B 28 DOOR .SNAP. IN ..TDP CAP DETAIL • • •• • • • • pi111fiilllli MATERIALS 20 GA GALVANNEAL STEEL roR •• `: - il' PA Florida BuildingCode Hi h VelocityHurricane Zone MTN PCS. ASTM A-653, A-60 •• ••• •• • w UC .��n @2M5 memo m m1®®a1m DOUBLE h SINGLE SERFS LSIO aulsvtKo ¢% V`N�f .v COMMERCIAL STEEL DOOR_ V/SMES'AS-16 GAGE DRAW By N STEEL.Fina LDDYFREO ASSEMBUM INSTALLATION 13PTI(1NS, • •.. . .• e _ IL E C O Baa. DAYBAR INDUSTRIES LTD O3m 5 V m wW O�NK MTEL 00AF • • • • • In=TWUNG t ENG UIEERN•COMPANY •1 uf+Ol IR Aa (A) CAULK AND PRESSFIT • • ••• • 5: B}�� eRe as ar rd.m.mw ti m ui Ros ez1-aom rite Bm t'e-ssor 15-055 so DRA DI) CAULK, PRESSFIT AND TACT( VEL • •• • • ' FB-OOOB7/B v.r ®m m ar.r eu ••• • • • ops FALTER A T¢ilf A:PE. 1 �\ FLORDA Dm!M1B7 91EET !f K 19 lFLK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3,500------ VIEW X 00 1.188 8-0.24�11 1mN0.625 0 0 0134 o0LQ .688 II #12-24 SCREW II I I F PROJECTION T] 17810 1 -40 D❑❑R EDGE WELDS I II I 0.110 MOUNTING TAB o II CD 14 GA (0.074) MIN II I a o +n o — STEEL o ci a 0.343 II I o II GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #86. I O LESS LOCK CLIP & MOUNTING / TABS, GLUE W /CONTACT ADHESIVE TO DOOR FACE N a LOCK CLIP-18GA (0.045) 1.687 -� 3 8.876 MIN. ONLY VALID FOR 46 ASSEMBLY WHERE 870 4.750 APPLICABLE APPLICABLE VIEW X 3D VIEW /,875 m ELEVATION � 1687 l.zso 0 I— 4.750 0 � MATERIAL, • M GAUGE (0.074) MINIMUM 1� 4 1/2 HINGE BAR T GALVANNEAL STEEL, GLUED TO REINFORCING FOR DOOR DOOR AT HEAD & SILL USING COOrO.313 HEMILBOND 8320-1 CONTACT MATERIAL+ _ +o AUGE ADHESIVE GALVANNEAL STEEL -�— 1.063 � 18 D❑❑R SURFACE BOLT REINFORCING PLAN DETAIL MATERIAL+ ALL GALVANNEAL STEEL •• ••• • � 4EXO aNsi #Ai15.1 # RT •i ig LOCK g /RIM PANIC 11 REINFORCING T �1°°'��,, Florida BuildingCode (High VelocityHurricane Zone) •• ••• •• • ` U S 02M a,®M m i DOUBLE d SOME SEM LSI.OUTSWDID FAL COWAERML STEEL DOOR w/EWES-AS-19 ONE au.A a. ( – STEEL PRAYS LOWERED ASSE IES 03/27/u • ••• •• �_ =_ L E_C70.aa. DAYBAR INDUSTRIES LTD „� ' t •• t `r-$♦ :CVQw TO.Uf TE9PW0!L7iOINE[RDia fA11PANY W vw an •• • • • • yi O.��iJ4 :�4�o�S Boss r�' n ti� a0- W cue—�axoa 15-055 • •• • • E8-0009719 O. me R► ops p• DRAWW Oa ••• • • • Oq •AM A1WIJr.PF . maw FLORM U./44197 � � 91EEf 73 a 19 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v' 2.365 2.64 �ti 'D0.20 ti 0.6 �_ 0 0,390— 0 N TC? 0 0 ON %D 110 00 N Cu o REINF O LING X025 Lo _I BARRELJ LOOP BARREL SUPPORT ` --I 0312SUPP❑RT MAT: 0.035 SATIN COAT REINFORCING LOOP (00 Y) 2.632 MAT: 0.035 SATIN COAT C:) C) 0D —VIEW X �oTO SUIT 8/32UNC VIEW X THREAD (4) 1/16°0 PROJECTION #161 EDGE REINFORCING WELDS MAT: 0.768 ATINCOA _�p 24 #161 CYLINDRICAL LOCK AND DEAD BOLT .. ... a0 . . . REINFORCEMENT DETAIL .• ••• •• Florida BuildingCode401 Hi h Velocity Hurricane Zone SECTION THROUGH ;�,�": ��tr. _ ala a lalaa at teles•, °°,A`:9 DO�1s,e CUT"Or I a� �, 6, CO WERd/u srm n�a r/sEltas'1s' 1 e tum S'' STEEL rRAYE LO 19 ASSMU c eras sR EDGE REINFORCING _ � DAYBAR INDUSTRIES LTD 03/27/15 . . ... . ! ,,� �V K"ME NOWML IILLir,LSTR/D a 15-055 Q70II�fflEWN•ro�Awr aM IfN•OA IOf 2M __ esn u as ms\amx a mea m am em e000 v�t ooe • •• • • ® 71f1 a,, ®ov m •cam ®� me ••• • • • ` WAL\FR A 7014.tr.PE m Iz-0ea SHEET 18 Q 18 Lf.i{{187 1 ••• • • • • ••• • • • • • • • • • • • • e •• es • o • 00 0• RE 0RrD TO BE WOOD DDUBLE 2'xB'.VEIDD STUDS REQUIRED TO BE WOOD DOUBLE 2'x8' WOOD STUDS POURED CONCRETE OR CONCRETE BLOCK W/ - 0.55 [\—NAILED TD SHEATHING REQ'D. W/G a 0.55 NAILED TO SHEATHING REQ'A WALL RE(YD GROUTED CONCRETE MAX. 1/8' (SPECIFIC GRAVITY) MAX. 1/4' BLOCK W�REQ.D. (S CIFlC GRAVOY) MAX. 1/8' SHIM SPACE SHIM SPACE SHIM SPACE a' J 01 n (SEE SHEET 8) (SEE SHEET 18) (SEE SHEET 18) a a 1.5000 d O EQ. O EQ. O n q e e' ad -- SPIT -• ------- --- - - --- SPRI -- SPIT WELDS e VE DS WELDS O O— EQ. TadQ O a e 3' MIN EQ. /7o 4' d E.D 1 AMB 1 JAMB a d _e a COM1N US a 1 JAMB COMINUOUS CAULK CONTINUOUS OTH SIDES CAULK a eLx BOTH a CONTINUOUS CAUU, SIDES (fYP.) SIDES (TYP.) 2 1/4'L BOTH SIDES Ow.) 3' ' 4' MIN--� �WTAR MIN 9 3/8' X 6' WOOD 73181-1!6 X 6' STEEL /-(�s 3/8- x 5-FLAT HEAD STEEL RRIAGE BRD_T SLEEVE ANCHOR SCREW LAG B�L.T V/ NUT AND WASHER. 8 MASONRY WIREOIN HORIZ. M AH W/ 2 1/4- MIN. EMBEDMENT. INTS; FILL JAMBS U1 RS SOLID WITH GROUT I IER DETAIL #22A ASTM C476 W/ MIN.COMPRESSION SIREN DETAIL #22B OF 2.5 K,PI (SEE SHEET 18) DETAIL #22 INSTALLATION ❑F 3/8'0 LAG DETAIL #21 INSTALLATION OF WCANSCREW 9 TO WOOD FRAME WALLS INLATION OF 3/8'0 CARRIAGE WIRE ANCHOR © SLEEVE ANCHORS 8 TO BOLT � TO WOOD FRAME WALLS INSTALLATION TO MASONRY WALLS Ax 1/4' 9 ALL AROUND MASONRY WALLS HIM SPACE AMBO 'Fo Ge SIR,CONE 0 MDV. D@IBLE 2'x4• VDOD STRUCTURAL STEEL 1/8" 3/8--12' O.C. IN BETWEEN STUDS REQ'D W/ G = 0.55 CHANNEL. W/ MIN, ALL AROUND (SPECIFIC GRAVITY) 3/8-THICK WED O JAMB OR 0.514 .460 HEAD AMBO AMBO 1.875 96 SPAT STRUCTURAL STEEL VELDS CHANNEL W/MIN. -0 ON IVSTALIATK)N AS FOLLOWS: 0 1/4-THICK WEB 9C TOP k BOTTOM OF JAMBS AND 0 12'0.C. vm -J o- DO (SEE SHEET 18) A FR2-0.C.AT HEAD R A Y. GE SILICONE 0 B= ALL NOUN° DETAIL #23B 5.6 50 INSTALLATION_QF JAMB 1 L :0.6251 DETAIL #23AINSTO�LATIQN 13F /80 STEEL CHANNEL THRU VELDING 1 s7s :'H�M,S_ qp TO STEEL CHANNEL 0 8 CLIPIN STUD CHOR 4) y8 x 1-1/4- (SEESSHEET 18)••• �5SIEfl�DL �' ° °°°°}8 Florida Building Code (High Velocity Hurricane Zone THREADED PENETRATION CMV STUD ie 02m mm MR DOUBLE 3 SIN=SERES ISIS OUTSWING F.H.WOOD SCREWS ANCHOR '''v: DENSE COMMERCIAL STEEL DOOR M/50=-AS-18 DACE Fat. PER ANCHOR (SEE SHEET 18) �7z `v �- s,m FNAMe MM MW ASSOA6LIEs. aRAWN By 1/2•MW.OR WALL 03/27/,5 BOARD OR PLYWOOD • ••• • •• (• E`" �NQ DAYBAR INDUSTRIES LTD ,,,E SHEATHING (TYPE DETAIL #20 • • • • f-.` ,�}� u�,;5 ,N1I„E„„,,O tr EMmq�lo Baa ur, W�W=a, ••• • • •• •: -;ti, • tW' as�. m.ss+�sPu m:ms meGW rwi am� 15-055 Duwmo N. ••• • O • r < EB-GOMIS p.b ®� ae o.r asesa STUD ANCHOR 7 INTO WOOD FRAME WALLS >, c,R. WALIM A TLS J1•PZ "M ' J.ai sae FLOM-, I.... sBEEr 17,w,9 •eP ••• • • • • ••• f • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 SPOT WELDS p 0188 ���� 0.7Sg 45' � LEAF TO SNAP w I o ANOTHER PIECE a¢ �2p00 No LEAF TO SNAP 6 �'So ANOTHER PIECE 1b 3/32 x 1/2 HOLES p0 P7 c a ^\ TO PERMIT SNAPtn TO ANOTHER PIECE \ 1 'ti 8 c to N 3�4 o°q c cu o in 0 m 0.457 -I -9 p 5' Is \2 p ��g� 1.250 1.250 6.750 ©WIRE ANCHOR. ,b ® EMA BUTTERFLY ANCHOR (PART #PT1-008) FOR DETAIL #21/17 ��\ y\m FOR DETAILS 22/17. 22A/1722B/17 & 23A/_17 STEEL WIRE ANCHORS l��' ` MATERIAb 16 GA SATIN COAT (0.157- DLA, 9 1/2- LONG) IN HORIZ. m Fu Min.=95.9 Ksi, Fy Min.-40.2 Ksi Ln 0 a PIErES COMBINATION STUD ANCHOR FOR DETAIL #20/17 CUPIN STUD ANCHOR MATERIAL, GAUGE 20 (0.035) ASTM A-653, A-60 GALVANNEALED STEEL •• ••• • • • • • •• ..• 000 •.; •.• ; It��.,, Florida Buildin Code Hi h Velocit Hurricane Zone 02M w •C 1 Daum a st"XE SERIES Lsla au,swm at Q '�4EN SF ' Ca101ERCML srEn DDa1 w11/sERts-AS- 19_ SHE- ORM Iff ••• • •• L E(�0 DAYBAR INDUSTRIES LTD °7/s'"' • • • • • = .Wm= I NQ. 50 gm a�ootvma ntuc • • ••• • fi! : : Tai,r TEST=•E11=0MRM COMPANY '"m om.as •• • • • • • .• $ 4j¢• ®aa Na Oe N.m�_aYpois n aNs m 006 m&OOeo nm sas Iz» 15-055 {•• • • • o FB-070001tf17T10 v,r. msm sai a r evoa mt •,�`aei ALTM 1+LEI f •� M i£�18 W 19 ,wn • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIAL& tiDl oTY 1 MATERIAL SIE Arm SPECS 1 1 16 GAUGE:JAMV HEAD MAKE SERIES'AV 16 GAUGE 452 MDmODL ALL COO'OENTS OF THIS ITEM.1.8.HEMI,.IAMBS, 3 3/4'DEPTH X 2•FACE X.BSB'HON TIOC4 CSEE SHEET 9) REDFMMMS AND ANCHORS ARE COMMAL GAVA=D STEEL(TYPE B).ASTM A553/A653M,COATTBNG DESIGIATmK A40,KMDWH COMMERCIALLY AS PAINTABLE GALVANNEAL V/HIM,TENSILE STRENGTH 52 KSL MM YIELD STRENGTH 45 KSL ELONGATION 40X. IA 1 16 GAUGE OPTIONAL NE-AD FRAME SERIES'AS' SNS AS TEEN 1 S 3/4'DEPTH X 4 3/8'FACE X AS'MIN THIM CSEE SHEET 9) to 1 SURFACE STRIKE REWURWSi12 GAGE GALVANNEAL STEEL. 12 CALF 01097•MOO x LS00'x 11.877 LONG.SFE DETAIL ON SHEET A 2 1 19 GAUGE FLUSH/EMBUSSED DOOR C@BtERCIAL W. CORE 18 GAUGE oM MOMM ALL COMPONENTS OF THIS ITEM,Mrt.FACE SHEETS. 1 3/4'THICK X 4-045 MIM,SFE SHEET 6. INI9INAL CO POEMS AND REINFORCEMENTS IRE GALVAKMD STEEL.COFORMIM TO ASTM A924,TO ASTM A633/A6' K COMMERCIAL STEEL C7YPE B),mATDNG DESIGNATION A40,KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL V/TENSILE STRENGTH 60 KSL MID YIELD STRENGTH 45 161,EU34DATIM 40T. 3 3 8 DOOR HUM REDEORCDG STEEL 1 1.4'X 10'X 8 GAUGE 4 3 8 GAUGE FRAME"m DEOWaRmr< STEEL 1 1./E'X 8 3/4'X B GAOL 3 1 STRIKE REDiG1CD&WRNE) STEEL 13/8'X 7 51W X 14 GAUGE 4172 MOD 6 AS REND WRE MASONRY FRAME ANGORS STEEL V/NOL YIELD STREMM a 40AMd AND MM TENSILE S)RUaM x 95.9 Kti 9 I/r LONG X mar MIN MAErDt 7 AS REO'D CLIPIN STUD ANIMIM 42 PIECE C KBIXAT100 STEEL,ASTM A-051 A-60 GALVNWAL 1 7/8'X 5 5/8'X 20 GAUGE U39 MIN)V/(4188 X-I 5/8'WOOD SCREWS 7A AS REED EKA BUTTERFLY ANCHOR GIART BPTI-000) STEEL 18 GAUGE STEEL SATIN HAAT. 8 AS RWM) UM ANCON BOLTS STEEL.V/Fy-45.000 Pat 31W X 5'STEEL UCAN-SLEEVE ANCHOR 9 AS MW W®SCREW LAG BOLT STEEL,V/Fy a 45.000 ps1 3/8'x 6' 9A AS REND CARIaAGE ANCHOR BLLT STEEL,V/Fy-43AM psi. 3/8'-t6 X 6'STEEL CARRIAGE SO.T C/V NUT NO WASHER.PER ASTM 98 AS REG'D FN MS TD STEEL CHANNEL THROUGH BOLTING STEEL.V/Fy a 48.000 PSL 3AY X 3 1/2'STEEL FA H1.S.,PER ASTM A-307 9C AS REDO STEEL CHANNEL WELDING STEEL,EBOXX ELECTRODE VELD W INSTALLATION,NM 1/893/8'STITCH VELD t0 3 mmom-WAGER BB1279.BBU6810 OR STANLEY 7909,FBB168 STEEL 4.5'X 4$'STANDARD WEIGHT CA34 THMO,ATTACHED TO FRAME V/(4)12124x1/2'FHML U I RM ENT.VON DUPION 98/9'-0 X CYC X TRIM AS PER MAWFACTIAtFRS CATALOG RIM EXIT ATTACHED TO ODOR WA4)L/4-O6c1'MS 12 l NORTOE LOCO SCIAGE-L9000 SERIES V/DEAD BOLT AS PER KAN1FAcTIMO'3 CATALOG MOtTISE LOCK ATTACHED V/4b 812-24x1/2'SREWS 13 1 CYLMWtDCA LWO-SC LACE D SERIES AS PER MANUFACTURERS CATALOG ATTACHED TO STRIKE PLATE V1W 12-24x1/2'SCEWS. 14 1 DEAD BLLT,-SCILAGE B SERIES AS PER MAWFACTURERS CATALOG ATTACHED TO STRIKE PLATE V/GD 8-324/2'SCREWS IS I VON OUPRIN 19054 REMOVABLE MILLION MEW THICK A 500 GRADE B STEEL SECURED TO 499 STRIKE PLATE WITH Ob 5A6.0-18x314.0010 MACHO$SCREW& 15A 1 WEATHER STRIP(MATIGNAL GUMIM PRODUCTS O)20NA) NF1)PRDE SEW"WITH DOUBLE ROW OF 86NA/2'SMS SCREWS L V FROM EACH END AND 4'O.C. CAS PIEMULLED BY MANUFACTURER) 16 1 THRESHOLD KNTIU NAL CARD PACTS 0 RMA) EXTRUDED ALUMMM 46063-75 ALLOY) S•x 0.500'x 0080'TMC!•ATTACHED TO SLAB V/3/%'x 1 3/4'F.H.TAPCON NldO2S V/1 1/4'!mt EMBEDMENT LOCATED•2 3/4'FROM EACH END AND SO'6 G 17 1 4 1/2'HINGE BAR RE316'ODCONG FOR DOOR GGLVAHOEA STEEL 1.27 x IV x 0.134'MM3 TRUCK 18 I DOOR SURFACE BOLT REIPOlEtC1NCi GALVANNEAL STEEL 14 GAGE 0-0747 x 1.687'x 33OV x 9100'LONG 19B AS RECD MODEL 1500-A LOUVER L SECRETE'GNIII AS PER MANUFACTURER CAM LAVERS,INCJ 24'x 24'KUIXJ,SEE SHEET 8 FOR DETAILS L CONPINCMS. 075'THICK EXPANDED POLYSTYRENE DOOR CORE OR 3/4' 677 THDCK DOOR COBE EXPANDED POLYSTYRENE SOLO SLAB RIGID HUARD TYPE L SO DED TO FACE SHEET WITH CONTACT ADHESIVE tELIIIOIND 0 8320-1 20 1 TELL PAPER HONEYCOMB, PCE'CG FQMONGs TO ASTM C570 BY D/PLAST PRODUCTS LLC.OR 3/N CELL PAIR APPLICATION RATE Or 7 GRAMS PER SflUARE FOUT ON ALL CONIES HO EYfmLL 21 4 4Y LOO 0 278 D MiER SURFACE BOLT STEEL.V/US20 FINISH ENGAGED TO THE DOOR AT TIF AD BOTTOM TO HEADER L TICS DLD RESPECTIVELY L FASTENED TO DOR V/(4)010-24 x 11/2'TIRU BOLT EACH COfNELTMN. g AS RER'0 TA'CON AMXR5 STEEL 3A6'x 1 3/4' 23 l MORTISE INCL AND RIM PANIC DEVICE REINFORCEMENT 6074'MM THMN GAVAOEA STEEL SEE SHEET 15 FOR suamiLRRTS 24 l 0161 CYLINOOCA LDDC AND DEAD HOLY iffTN7AC7ENT SATIN C04T STEEL SEE BEET t6 FOR DETAILS 25 l DORR SURFACE CLOSER FEQi' Nf O074'HON.THIO(GALVAIEA.STEEL 14 CAGE 46074'LGN.)x 3 I/2'x!6875 x 15250'LDlG. 26 1 DOOR TDP/BOTTOM ENO CMANSL 16 GAGE GALVAOEA_STEEL 16 GAGE 00DS7'KD0 x IMET x L43M 27 1 2ASTRACAt. 0077 MM THICK A 500 GRADE B STEEL OA75'MM THICK x PAY x t2XLfiM-x 84'LIKE 2H 1 ffiDt SNAP IN TOP CAP 20 GAGE GALVAMEAL STEEL.ASTM A-653,A-60 SEE BEET 14 FOR SIZES 29IRS FWDj CALLIaWs GE SILICIDOE IT N/A •• 000 • • • • • •• 30 AS REPO 995 DOW CORNING STRUCTURAL SI M'RYC N/A - •• •i i i i i i•R� �tl10 "^•. .. ... .. a ..... 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