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WS-15-1481 6 Inspection Worksheet ne Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236954 Permit Number: WS-6-15-1481 Scheduled Inspection Date: December 30,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SLMB LLC, LFNG LLC C/O CJ LAW Work Classification: Window/Door Replacement Job Address:651 NE 88 Terrace Miami Shores, FL 33138- Phone Number (305)200-8696 Parcel Number 1132060120020-651 Project: <NONE> Contractor: BOURQUE BROTHERS INC Phone: (786)505-3705 Building Department Comments REPLACE EXISTING WINDOWS WITH IMPACT. Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 29,2015 For Inspections please call: (305)762-4949 Page 7 of 34 Miami Shores Village ■ P@ixitit Type..�ndO�vhiltt� 10050 N.E.2nd Avenue NE Per ta �aftar; d ►Miami Shores,FL 33138-0000 lv �' onl R'0 Phone: (305)795-2204 DIM Expiration: 1 �g.� S45f2igllEx i�l � P� Project Address Parcel Number Applicant 651 NE 88 Terrace 1132060120020-651 LFNG LLC C/O CJ LAW SLMB Ll ; Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LFNG LLC C/O CJ LAW SLMB LLC 651 NE 88 Terrace (305)200-8696 MIAMI SHORES FL 33138- 651 NE 88 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 BOURQUE BROTHERS INC (786)505-3705 Total Sq Feet: 0 Type of Work:REPLACE EXISTING WINDOWS WITH IMPAC Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Commercial Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $420 Invoice# WS-6-15-55993 DBPR Fee $2.40 06/16/2015 Credit Card $50.00 $135.00 DCA Fee $2.40 Education Surcharge $1.40 06/25/2015 Credit Card $ 135.00 $0.00 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $185.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI : I certi a II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio zo . the I authorize the above-named contractor to do the work stated. June 25, 2015 Authorized Signature:qwn / Applicant / Contractor / Agent Date Building Department Copy June 25,2015 1 �`, Miami Shores Village4,1 00 - -- Building Department artment JUN 16 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 L� BUILDING Master Permit No. CCG- /— / Ss !cl$ PERMIT APPLICATION Sub Permit No.LAJ3 Ics ^) BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION TfSHOP / C A CONTRACTOR DRAWINGS JOB ADDRESS: �P�J ( 1 V ® � 1—M . Com: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: �BFE: FFE: � OWNER:Name(Fee Simple Titleholder): S i 5C/9�IISG /�'(ANf(�( 6he "3 r,1- 7-010 (e Address: cf 15- •j1"( eA_f'z( 00C-1 City: H 1,AAA i State: r-3-1 Zip:?7.-it Tenant/Lessee Name: 6,A . Phone#:3CE Email:- d tk:c 6h &_ Pt�cc 6dAw J. + CONTRACTOR:Company Name: �C�i3 T2-foff gjI I� Phone#:T�31 � U 9 Address: 1'2*01 m(`3 Imp fTr City: f-4 (AO- -f State: 1r. Zip:??2/ Qualifier Name: I IHLS!r_u&'j 404at L _ Phone#: 3/44)®01)ED State Certification or Registration#: A2 � a 7o D 3 GI-Z-- certificate of Competency#: ! �! J35 001/7 J DESIGNER:Architect/Engineer: V-j-C<(neW_ Phone#: 3 0-T (e eoZ-fI �Ck� Address: 7&0 sk I SA144L G7. City: /1 (404( State: 19 Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repalr/Replace ❑ Demolition Description of Work: C G� a�.,tiC 1 W 1 �C.�c S� V i a a-L[ Specify color of color thru tile: Submittal Fee$ Permit Fee$ _ 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 on 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 v#ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing ins ment was acknowledged before this The foregoing instrument was acknowledged before me this day of ,20 ��� by 1 G-I"� day of , �� 20 t J' ,by � C; o is personally known to "r'i —A r r who is personally known to me or who has produced N ( as me or who has produced T:7 L O l, as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign _T Print: �l0•+"'� Print: �£.i J .' Lx"a ;7'tl Seal: Seal: FERNANpoD ora SHARON ANN COX gA` y Notary Public, `� MY COMMISSION#FF124989 Commiss(oriEXPIRES:MAY 2 2018 M p(Ig1tE�pllpb m wwwwwwwww APPROVED BY f�Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) CFN:20150288218 BOOK 29604 PAGE 3002 DATE:05/06/2015 08:37:48 AM HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY trR aced by*ad R t =to. Brittany jullaths,E4 BvWIi t a0Ci8 J01 t M PA 1395 Elfi&dl A*v 0800 ;blurt;FL 33 t 3 i 99 RISC'A1'NE MANAGEMENT LLC A FLORIDA LIWM i LTABIUTY COM PAM" COMPANY RE1,90LUTION l TI-IE ;,'NDERSIGVED, SL11 H ILC and UNG LLC, as the Manage" of SIR -BISCA'�'NE MANI AGEMl- T LLC, a..Floridaf1TC41C� iiabi.I t� COinp y the "Company"), do here certify that the following is a tree and correct copy of the r�'soltst on adopted lty Imani mus W.>~itten c on tt t itTlout. mceeting ofthe Members of the Company on.the tills 20tb 4ay of April 20154 WHEREAS the Compaxy was duly incorporated.as a Florida line ted liability compwy, effective as of January 17,, 2014, and is ain owner of record to the fiol)ttiv ug real property as identified by the folio numbers listed below Folia No:30-3206i..012-MIO Folio No, I 1-3206-012-0020 Folio Na 3Q,3:X0.6-012-0030 Folio No 311-3206412-0 folio No:30-3206-fel--0050 Folio No: 11.32(16-0{.l-rilgo Folio N& 21-3206-011-017-0 Hereinafter the real properly idea ed directly above will be collectively referred to as "i'ropert!v'',and WHEREAS this resolution shall be rewrded%rth the Ma -Dade Coley Rccordees Office and shall cw iinue in lull force and effect and.may be::relied upon by;the general public until receipt of riotict by official rmordinEg.of'any change therein; T'HERF-1110R.E, BE IT RESOLVED, tlat VI RL A L C:ANC10, as laving been desigwedas Authorized Itepresex wjv.e oft COMPa v pursuant to this resoiutlon,acting alone, Page 1 of 2 80 Als�a:4'nic:l�Management LLC CFN:20150288218 BOOK 29604 PAGE 3003 is hereby :authorized, directed, and empoi-vered now and from time to time hereafter to make, excecute, deliver fbr,on behalf of,and in name of,the Company,all documents,including,but not limited to, agreements, affidavits; assigmnents, financial and:legal instruments, and permit applications.. that are required to beexecuted an connection Aith the Pr iper€y,including. but not limited to any and all matters related to the lase of the Property in fiir herance of d w busivess activides engaged.in by the Company on behalf Of i%elfor in the Company's capacity as Landlord to both ow merciai and non-commercial tenants that may occupy the Property f-om time to time, and to tale such other action as the A.uthorl ed Representative in her sale discretion deems. advisaNe,necesswy,expedient,convenimt;or prig. IN WITNE&S WHEREOF :T have signed my name as Managers of the Company this 20th day of April 2015: SIAIR LLC UNG LLC gy:F4rnandwParalo, Manager —y� 1aan.Paradel€1,Manager State of lorida County of Miami-Dade The fiftgoing instrument was acknowledged beforeme this.20"day of April,201 by remando Paradelo and +G.emwn Parradelo, who, pemonally brio or have.produced as identification. SWOMAMCM . 0 Public .wRM 8e2a':r -3$t t{i imam Printed Nance: My Commission sion Expirew .._.15. Pap'2 of� 08 819"ym:+ eage;umt LLC •�' ' • ' • JUN 16 2015 M IAM 1-DARE A31A H-DADS COUNTY • o ••• •• '• •,• C �ROL SECTION DEPARTN ENT OT It�C VLAWCUY ADWd i Oik 8 �� �6 Street,Room 208 BOARD AND CODE ADA&aSTATfOL DIVI&ION : (7tf6 315- 590 F(786)315-25" NOTICE OF ACCEPTANCE OA I Oidade.gov/economy ov/econom Eco Window SysteWl,1,4C • • 9114 NW 106 Strett :.: : : : : :. •. 1-4 Medley,FL 33178 :.. ..' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter 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. RER 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"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.1.)"sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 02/12/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renetival application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.01 MtAMt-RADE COUNTY Expiration Date: May 27,2019 UvOlylApproval Date: April 10,2014 4Page1Y' 1 1 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . Eco Window Svstedis,Ad. . . • . . ... NOTICE OF ACCEPT DT.CE: EVIDENCE SUBMITTED . . % . . % . . % . . ... . ... . A. DRAWINGS 1. Manufacturer$die dr#Vdngs and sections. 2. Dravvilni?7o'-WOO Q8;titled'Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets I t dl4gh 6 of 6.jlatjd 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 - 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2226B, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candida F. Font, P.E. (Submitted under NOA#09-0312.08) Manu ez,P E. Product ContrExa ner NOA No - 317..1 01 Expiration Date: May 27,2019 Approval Date: April 10,2014 • E-1 % .. % .. Eco Window Systems,I .C4 :•: : : •:. NOTICE OF_ACCEX14NCE: EVIDENCE SUBAUTTED . . .. . . % . . % B. TESTS(coNTINuim) 5. Test npprrs op: 1J.Ai;hfiljr,�tion Test,per FBC,TAS 202-94 •• :o: ; :2?Vrifor&Static Air Pressure Test,Loading per FBC TAS 202-94 ..• : : •.•3 Wjtq�sistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08 2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted udder NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09 0312.08) Ma sue ere P.E. Product Cont 1 E miner NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 . . ... . . . ... .. .. . . . „ .. . Eco Window Svste�ns.L-LGr NOUCE OF ACCEPTANCE: EVIDENCE SUBMITTED . . . . .. . .: . . . .. . . .. . . .. . . . . . . . . . . . . ... . ... . C. CALCULATIONS 1. Ancbgr y ejifigatipp co�c�ulal ons and structural analysis,complying with FBC-2010, datdd�0 /l4= .e 4ed iiy Al-Farooq Corporation, signed and sealed by Javad �,,P. : . , . .... .• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E., Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 05/02/13 and expiring on 05/27/14. Mandel Perez,X.E. Product Controlxam' er NOA No. 1 - 7.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 •• • • ; ••• 111" U • • • . iNDOW ISIDTH WINDOW WIDTH Ay N 3 1/2" MAX. 4" m� 3 1/2" MAX. F ]4'F 10 5/8" MAX. � m w Z � 3 HEAD/SILL G HEAD/SILL ' •• ••' ' ••• In W HEAD/SILL o • • • •• • i i• ` V CORNERS A CORNERS 'V CORNERS . . . . . . 1 1 1 • . . • • 1 O O U . . • • • . •00 cy O. C • �}�-•_+►.�=,•.. =�____�= C =�____�'= oj�= (z9 i . r . 'I i' 'I !' Q m "� x n m CL O _--Il�4,z _--11--1/-1'=== r� x n =--11-11r-- =-=�i-'1_-��=_ / ---,r T7, — --fr-Y �I cfl 3 �p --lr--- -- — {t---�I 3 0 a0 ,mn , I' 'I I' 'I $ to Z wj ij�jl Ij jl Z 3 li !I I' fl II II 'I II ©J111 �____ = Q W B WT/ •1 `� J J ,n ! FALSE IAUNTINS 31 1/4- 32 3/4- FALSE MUNTINS 32 3/4- 32 3/4" ,n (SURFACE APPLIED) (SURFACE APPLIED) .. MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. LJJ .o".. 35 3/8" 36 7/8" _01 W tc VENT WIDTH VENT WIDTH (/} tY 00 ECO—GUARD SERIES-200 V) TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING `YINDO0 �V S 0 0in DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I Z CHARTS SHOWN ON SHEETS 2. Z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER IU SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" HEAT STREN'D. GLASS B THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE moa c 1/8- HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS 5/16- AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY S m HURRICANE ZONE (HVHZ). c Nat 1/8- HEAT STREN'D. GLASS W o a ofx .090" INTERLAYER .090" INTERLAYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' A90" INTERLAYER LOADS TO THE STRUCTURE, BUTACITE PVB BY 'DUPONT' m o a 18" HEAT STR£N'D. GLASS 1 8" HEAT STREN'D. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS z o c� / / 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. c ar DOW CORNING 899 n DOW CORNING 899 n a ^ " W GE SCS 2000 Uj GE SCS 2000 SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o c, v c o in m z co DOW 899 m o y g 2 rn MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT L = a m v o I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE cO ZZ tO 22 �° 22 ' , REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. rn ;i , , EngrJAlti4D pRG�UCT REVISED _ 23 23 23 t I FIA PE # 70592 L as cwil>lying►viUr the Florida N CAN. .5538 Building Code o ILI AccepianceTIo. 'I� c, o 1 0 Expiration Date U I�k� 29 1111�iSBy -G CARDINAL XL Mismi ado product Cautro!!"' drawing no. SPACERLAM GLASS TYPE `A' GLASS TYPE `B' EDGE ST. STEEL GLASS TYPE `C' NO CHGGLAZING BEADBLOCKS ATNSUL LEG ° GLASS r7'� � TO CLEAR BLOCKS W09---12 GLAZING OPTIONS `" - sheet 1 of 7 DESIGN LOAD WITY:- P:;F:(I,.=OR:XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) d! w N •• TH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. m� GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE O1 WINDOW DIMS. `A' 'B` 'C` WINDOW DIMS. A B ' ' `C' WINDOW DIMS. A 'A' 'B' `C` Z 3 WIDTH HEIGHT •A• XT. +) tNT.(. EXT.(d- IN=.t') EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' :4; 20.0 :80.0 80.0• 90.A 70.0 80.0 74' 26' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 �"' Al 37" 26' 4 70.0 090.0• 80.80 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 O o 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 1 12 70.0 80.0 80.0 90.0 70.0 80.0 d .. U 74" 8•• :6 1 18FOO.' pe.0 •so.O 70.080.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" " 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0Ic O 26-1/2" 4 +90;0 18.0 •90.0 70.0 80.0 108-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4 (3) 12 - - 80.0 90.0 70.0 80.0 C t 37" 38-3/8" 4 ' 70b SAO •90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111° 12 - - 80.0 90.0 70.0 80.053-1/8" (3) 6 70.0 80.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 50-5/8"50--5/8" 9 70.0 80.0 80.0 9Q.0 70.0 80.0 74" 8 70.0 . 80.0 90.0 70.0 80.0 106--1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 (4) IL Q p 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 46 9 70.0 70.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" ° 9 70.0 70.0 80.0 90.0 70.0 80.0 (5) a 53-1/8" (4) 5 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' 63) 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 ]4 Y 74° 8 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 70.0 80.0 80.4 70.0 80.0 84". 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q z i 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96° (2) 12 70.0 80.0 80.0 90.0 70.0 80.0 W rr11 37" 63' 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-IIW (5) 6 70.0 70.0 80.0 90.0 70.0 80.0 96' (2) 12 70.0 80.0 _ 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 U o 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 3 J a3 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 t o 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 108" _ - 80.0 90.0 70.0 80.0 48' 22) 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 W 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" (4) 9 70.0 70.0 80.0 90.0 70.0 80.0_ 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 i } w 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 48' 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" N °0 9 70.0 70.0 80.0 90.0 70.0 80.0 � (A r. 36" 4 70.0 80.0 80.0 90.0 _ 70.0- 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) a, 48" {3) 6 70.0 80.0 80.0 90.0 70.0 80.0 log" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL $ OO O so" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) NO. OF ANCHORS PER JAMB Z m 72' 8 70.0 1 80.0 80.0 90.0 70.0 80.0 84" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 N 3 Z 24" 4 70.0 80.0 80.0 90.0 1 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 O 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 1 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 I `i V W 48" 48' 6 70.0 80.0 80.0 90.0 70.0 80.0 I 8w W C)(4) A = NO. OF ANCHORS PER HEAD & SILL (1/4W) (1/2W) (1/4W) 60" 6 70.0 80.0 80.0 +90.0 -70.0 80.0 { ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 60" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 6 70.0 70.0 80.0 90.0 70.0 SOA (1/3W) I (1/3W) 0/3W) e c $ 60" (5) 6 70.0 70.0 80.0 90.0 70.0 80.0 I ' g N a c 72' 8 70.0 70.0 SOA 87.6 70.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH li A = NO. OF ANCHORS PER HEAD & SILL 'XOX' z CL { ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: o N r GLASS CAPACITIES ON THIS SHEET ARE ° o " 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS) o $ 5 AND FLORIDA BUILDING COMMISSION L r DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: T MLAFtk1AD PRODUCT RF,VLSED c FLAPE j) 70592 n complying tis ilh the Notida ' CAN. 3536 t3t+ilding Cgcie LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS Acceptmied'`fo _0Sj` u ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE IS�c irationDate � � a 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL tt U y FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF '�` Mian;i ado Product Control,- drawing no. SEE SHEET 4 FOR DETAIL. t� W09-12 `" I� sheet 2 of 7 • • ••• • • • ••s t 0 •••• ICAL ANCHORS d •°• e ' e d -v '° '' aY _. ••a • i i _•...• i �P 3 a _ 0 Wa i ••• • WOOD B�K • • • SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS N • •i• STRCRE SEE ELEV. FOR SPACING I ° oa MIAMI—DARE COUNTY APPROVED •aa MULLION & MULLION ANCHORS 00 Z • As ••• ° SEE SEPARATE NOA 7 a •• •• • • so 0 19 p �ae 9 p TYPICAL ANCHORS TYPICAL ANCHORS ' SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. y U o J t WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING � o W1 = 3/8- X 2-1/4- WEEPHOLES AT EACH END 1/4" DIA, TAPCON BY '17W (Fu=120 KSI, Fy=92 KSI) o AND 37" O.C. MAX. 114" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) F_ Rio >_ uj It INTO 2BY WOOD SUCKS OR WOOD STRUCTURES `` o ° SEALANT: EAJOINTS N .ANO FRAME CONNECTIONS SEALED WITH 1-1/2" MIN. PENETRATION INTO W000 $ N o , H JOINT SEALER. THRU 1 BY SUCKS INTO CONIC. OR MASONRY g Q o tn W > 1-1/4- MIN. EMBED INTO CONC. OR MASONRYZ to DIRECTLY INTO CONC. OR MASONRY $ z 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 0 d -j 3 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 8 W a,m INTO METAL STRUCTURES ' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 9 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) o N ' o 14 15 18 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 2 i N 'TYPICAL EDGE DISTANCE --"Ul W aL INTO CONCRETE AND MASONRY = 2-1/2" MIN. 18 I 13 W°a N CK a INTO WOOD STRUCTURE = 1" MIN. C w o N N C" �� N INTO METAL STRUCTURE = 3/4" MIN. ° o "' I 3 � tWiice ce N O � 0 0 0 in :3 W o rn CONCRETE AT HEAD, SILL OR JAMOS f'c = 3000 PSI MIN. a m v o 26 I I C-90 HOLLOW/FILLED BLOCK AT J41185 f'm = 2000 PSI MIN. m a 0 ——� Engr. JAVAO ZNhuto PRODUCT REVISED o G °- 4a CML as complying with the Florida N N a c 4 a. I fL4 PE 1 74582 Building Code C.A.N. 3531 Acceptance No o o :d °■ ° J o. t=!1 �'�' y a: f:'' is BX kTation Date ° $ G j I TYPICAL ANCHORS -9 v ' I °' TYPICAL ANCHORS : ';1' 't' '1 S ,A Miami adc Product Control �F 9 a ° SEE ELEV. FOR SPACING i'/000 BUSEE ELEV. CK FOR SPACING 'o 1y1 _ sheet 3 of 7 U 1/4' MAX. (L w i ' i i i•i i ' i i SHIMS N l/4" MAX. • i/`' i i i i •i• SHIM t (; 1 O O EE ELEV.EV ANCHORS o • • � � • •�• •: :•� 7 4� 1 FOR SPACING S TYPICAL ANCHORS : : : ' 17 p•v SEE ELEV. FOR SPACING - _- -_ - _ _= v 25 0 U 00 IL -METAL • 17 i•• ••STRUCTURE SCREEN OPT. a Q a $ 27 � � °°� 6 ° 17 lay Q N IA 4 STEEL REINFORCING 11 12 v MOOD BUCKS AS REQD. SEE SKEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT TYPICAL ANCHORS J N SEE ELEV. FOR SPACING J 1/4' MAX. 3^ -) I 1/4` MAX. VENT WIDTH VENT WIDTH SHIMS N I SHIM D.L. OPG. D.L. OPG. OO TYPICAL ANCHORS It1 2 8 SEE ELEV. N FOR SPACING $ >- L►1 LC 17 7 V1 Do _ - __ _ v• � �•— of - - - 25 - -- _ `�' 0otq in th - - - - _ - Z �L °$ 17 WOOD B K --SCREEN OPT ----- _ - _ _ _ _ -- _ -SCREEN OP ------ 1 v _• U w \ 111 1 � WOOD STRUCTURT� 20 27 ii�i��. _ - - :'��� �� Pv w LU rn M ` o g 17 1BY 4 11 i 2 D.t. OPG. STEEL REQD INFORCING ? WOOD BUCKS \ASEXTERIOR SEE SHEET 2 FOR CAPACITY ° v WINDOW WIDTH 8 XOX LAYOUT 2 `53' o � o � a MIAMI-DAD£ COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING a n O � M p O O O LE 0 < m o 0 Engr. JAVAD AHMAD PRODUCT REVISED c CIVIL :s complying%N ith the Florida ON FLA. PE f 70582 3ttilding Code o --- CAN. 3538 Acceptance No f G a t. Expiration Dale g � s -SCREEN OPT. ti v o `.'. Ay Miami de Product ConiraY"' drawing no. i %lk' + � �a, ` W09--12 WINDOW WIDTH WINDOW WIDTH r ' ,, sheet4 & 7 i • i i i•i i • i iMETAL N • • ••• • • • • ••• STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED o a SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS Zr 3 SEE SEPARATE NOA11 e •• p• • �' • . • • I a • • • • • • A••.• •. s.p •s� � . •••• • O Q O p V p • 28 28 i •• • • • • ••• •• (n \ t7 ALT. [� .0 TYPICAL ANCHORS Z I� ff SEE ELEV. FOR SPACING Qru�2 J 0 ai J R HOD V) 105 00" M o� g 0 O" D �_ � sh 1/4" MAX. Z t_ SHIMS ALT. 28 0J CD V �W e a g Itl cot o d . 6 TYPICAL ANCHORS . A T inm TYPICAL ANCHORS A SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING n a a v 4 'URz i a y m N M 0 ALT. a M — �? C a m o 0 i Z8 N Eggr: JAg ° \ W MMQ PRODUCT REVISED .r N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER . ... . C1VIL as complying with the Florida FLA PE'II 70592 Building Code o ..... CLAN. 3538 Acceptance No ExIatiOn Date 13y�r i ` ;=t'% Miami ade Product Contro� _ °" °_v •' o- ° d s ��ia ��';r-11 drawing no. W09- 12 u• sheet 5 of 7 . . ... . . . ... •• •• • • '' •• 1.067 ITEM PART If QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� [LC44• • . • • }�----2.750 • , „ , , , 1 FY201 1 FRAME HEAD _ 6063-T6 •,� • • • • ••• 500 .71 3/16" 1" 2 FY202 1 FRAME SILL 6063-T6 - A_ 3 FY203 1 SILL TRACK INSERT 6063-T6 - IZ • • • r3r-- • • 1.434 � - --• O A 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - z • • 'i :• . : : 813 N \ � ® - Q 06 I 5 FY1 O 1 AS READ. FIXED FRAME JAMB 6063-T6 _ a 3.249 .062 ' 1.708 • • •1.144-�! 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - IL g O 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 L U ' ' " "' " 8 FY206 1/ VENT JAMB STILE 6063-T6 - '� �'V1VT T0�/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - G �} 813 " ' ' ' • • ••• •• 10 FY108 AS READ. GLAZING BEAD (IAM. GLASS) 6063-T6 v WM IS 0. 2A95 .519 �- .130 10A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - Q' M 8 1.1401.610 1.250 ¢-j ` � -� 11 - AS REQD. REINFORCING BAR STEEL O Q 12 - _ AS R£QD. REINFORCING BAR STE0. 00 a .719 ,045 •803 .045 .803 - a! 0 1O FRAME HEAD 13 FY204 -^ AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. 2.246 I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON 4' z N 1.140 -°i 1.047 � 1.047 - ------ J � 062 15 FY209 2/ VENT ROLLER BRASS - -1.140-�{�--1610 219 10 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 #8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREViS (SILL END) CRS P.H. SMS v U o 8 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB 3 J +n Q JAMB STILEco 20 Q300T190 AS READ. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAS, DUROMETER 6515 Go 2.063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 UJ ai 3.876 078 2 501 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE o N v r 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. _ �' a W 1 25 #8 X 1/8° 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS N °0 1.140 N 062 1.340 26 WA2L 2/ WOW. WEEP VALVE _ PREFERRED ENG. PRODUCTS $ :S �p to N 27 1/ VENT 5/16" BOX SCREEN - OPTIONAL 0 O �I '500 L1.344-4 28 FY120 __ FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z �29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 75±5 SHORE A 3: Z ,^ 2.750 ca caro,� 7� MEETING RAIL J 2� FRAME SILL U 2.186 1.314 250 1.422 1.202 .340 .312 .062 g c N x 0 .062 1.375 a: N O3 SILL TRACK O °' 6 FIXED MTG. RAIL 500 1.187�j .750 c o n o n V: C4 v •; O O O O F .062 41) 0 < o moo 062 m - 2.812 2.812 2.750 2.688 Engr: JACALAHMAO RODUCT REVISED t c 2.750 a2$complying with the)'IMIM c� F CAN. 3538PE 592 Building Coda \ y, 0fi2 Acceptance No ftpiration Date 500 .769 r.; r, ,y. I 06 r3��; � , v° v` - By t BY t_874. Fm .969 - i ' dro�vin no. i7L2.611 Miami adcProductOp� t; I 9 se 1.688 { fi' W09-12 { MOV. FRAME JAMB FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER `� sheet 6 of 7 i • n i i•i i • i i 17 17 /� N • • ••• • • • • ••• rn Z 3 • ••• • • • • •• • 7 ' I I O t+ as R1% � zz it WI L 1 v J 0 FRAME TOP CORNER J w G VENT TOP[BOTTOMCORNERS } w Uiflo 17 3: to N 8 O / Z�i o O *-j 0 8 WrnWUika� / 1:; I=fi f!1 0R' N LA 10 LA oiEi= i-C - WL � La 0,,40 2 Z 1 Z N U d M1 N � •' O O O O O ' Engr. JAVAO AN61AD PRODUCT REVISED N ML as complying with the Florida � iv FRAME BOTTOM CORNER FLk PE it 70592 Building C de o � C.A.N. 38 AeceptauooNo -t � _g 8x trallon Dote_ R]@�, c R �c 18 r ► i tii F i 4 /i 1 t I Miami ode ProdurtCoatTpl' drawing no. FIXED MTG. RAIL CORNER :" W09-12 , sheet 7 of 7 MIAMt•DADE : •.•: f :•: : �`r MIAMI—DADS COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMI�R•E*; URCkS.(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION'' T(786)315-2590 F(786)315-2599 NOTICE OF ACcuP.TANCE :' °d _- midacte. nv/Prnnn re Mr.Glass Doors&WiltoitsJnc. : : : : • : z� 7440 N.W.66 Street ••• ••• Miami,FL.33166 SCOPE: •.. : : •.. This NOA is being issued pnft the:aW4c:;ble ruffs and regulations g v rnt t e she o c ction materials. The documentatl'on 1;ubmitted'hits Teen•feviewed and accept y t i RER Product Control Section to be used in Miami-Dade County and other area er d by t 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. RER 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 L1MG-500"Aluminum Outswing French Door-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-40,titled"Series MG 500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 10.1 of 11, dated 07/20/11, prepared by AL-Farooq Corporation, with revision "A"dated 03/29/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami--Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: 1. The Single Door with Transom is limited to Maximum Design Pressure,DP=:k 90 PSF; 2. Only Single Door w/ High Threshold option items E 2B (part no. ES-9026) including E 2C (part no. ES-9027)is rated for external Positive+120 PSF Water Resistant Rating. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other put-poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0517.23 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0820.12 MIAMI�DADI:COUNTY Expiration Date: October 13,2018 Approval Date: September 19,2013 C ta'} Page 1 % .. . . . % .. . . . . . . . . . . . Mr. Glass Doors &Widows,�t'Lc.• • . ... NOTICE OY ACCEPTANCE;.. EVIDENCE SUBMITTED . . .. . . % . . % . . . . . . . . . . . . ... . ... . A. DRAWINGS 1. Manufactumes.dke drawings.ud s=tions. (Submitter-qn} previpps�FO,tko. 11-0720.10) 2. Drawing NQ'WZ'40, titled':Seaids MG-500 Alum Outswing French Door(L.M.I.)", sheets 1 through 10.1 of 11, dated 07/20/11, prepared by AL—Farooq Corporation, with revision"A"dated 03/29/12,signed and sealed by Javad Ahmad,P. E. (Submitted under previous NDA No. 12-0517 23) B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked up drawings and installation diagram of a single (X) aluminum outswing door, issued by Fenestration Testing lab, Inc., Test Report No. FTL -5992, dated 09/09/09,re—issued on 02/02/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0720.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202---94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201---94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked—up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5554,dated 05/10/08,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NDA No. 10-0301.03) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203---94 along with marked up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dated 04/27/08, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al—Farooq Corporation,dated 01/08/10, 06/15/10, 11/02/10, 12/17/10 and last revised on 01/13/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0517.23) 2. Glazing complies with ASTM E1300-04 Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No.13-0820.12 Expiration Date: October 13,2018 Approval pate: September 19,2013 E-1 % .. . . . % .. . . . . . . . . . . Mr. Glass Doors &Wintlowo lie.:': : NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .. . . .. . . .. . . . . . . . . . . D. QUALITY ASSURANCE 1. Miami Dade DeVartme%of Rpgujotory and Economic Resources(RER). ... . . . . % . E. MATERIAL 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/1,1/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, dated 08/07/13, signed, sealed and issued by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTLr-5992, dated 09/09/09, re- issued on 02/02/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA No. 11-0720.10) 3. Proposal No. 09-0165 issued by Product Control, dated 07/02/09, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 11-0720.10) 4. Laboratory compliance letters for Test Reports No.'s FTLr-5554, dated 05/10/08 and FTL--5556, dated 04/27/08,both issued by Fenestration Testing Laboratory, Inc.,both signed and sealed by Carlos S. Rionda,P.E. (Submitted under previoin NOA No. 10-0301.03) 5. Proposal No. 07-4070 issued by Product Control, dated 02/22/08, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 10-0301.03) G. OTHERS 1. Notice of Acceptance No. 12-0517.23, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG-500 Aluminum Outswing French Door - L.M.I.", approved on 08/23/12 and expiring on 10/13/13. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0820.12 Expiration Date: October 13,2018 Approval Date: September 19,2013 E-2 . . ... . . . ... • • • • • • • • • • g • • • ••• • • • FRAME WIDTH . . . • • . . • • CLUSTER OF 4 I • • •�• • • ••• ANCHORS FOR 40" ALL SINGLE Q.L. OPG. 47" DOORS Z n / • •• • •• • ••• FRAME WIDTH 4 1/2" MAX. o THESE DOORS ARE RATED; jp •L;RG£ c St�AIi1 MISSILE IMPACT. HEAD/SILL F g CORNERS a SHUTTERS ARE NOT REQUIRED. • ••• • 00* • 4H11/2" X A g O M I v CORNERS r aJ •• • • • •• ••• •• a SERIES MG500 a H o a • ••• • • • • •• • 00 d ALUMINUM OUTSWINC $NTEANCE. SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF O wW SINGLE DOORS WITH OR WITHOUT TRANSOMS. a q I SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF i i� // � � f I � � p~p a: DOUBLE DOORS WITH OR WITHOUT TRANSOMS. / Q DOORS CAN ALSO BE USED WITH SERIES MG5000 OR SERIES 9500 i j i / i+f 1+L z STOREFRONT SYSTEM UNDER SEPARATE APPROVAL. O tg FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR / 1 () i // I Q w DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS / T i II i JI , •• OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. ti z co DOORS ARE NOT APPROVED FOR INSTALLATION WHERE WATER i ti o ! t� RESISTANCE IS REQUIRED EXCEPT SINGLE DOORS USING rn --- I H ' _ / -- `� �----- o S� ES-9026 (HIGH THRESHOLD OPTION) IS APPROVED FOR WATER n rn ` c� °0 •• INFILTRATION RESISTANCE. � � �_==--== = I � � +%� 0 ----=-{��=___ � Z o \ li oma THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I ----��------ I 1 e� - . • N -----IF- L 8 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY w HURRICANEOco ZONE (HVHZ). to ]BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ++ 00 TO TRANSFER LOADS TO THE STRUCTURE_ �___ ; m __\ L_-___ i '-' (o M 00 ---- ----- M o ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS � J EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. \ I I uQi LL � II \ I 11 I ca Z � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE I 6 i i B \ 0 ' NOT PART OF THIS APPROVAL. _ _ " A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. i ACTIVE ACTIVE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SURFACE APPLIED J FALSE MUNTINS 32 15/16" m SURFACE APPLIED 32 15/16" m MAY BE USEDD.L. OPG. iv z FALSE MUNTINS DL = \ p MAY BE USED D.L. OPG. 4 o DOORS LOAD CAPACITY - PSF „ 41 13/16" a 41 13/16- in v o TABLE I SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) LEAF WIDTH LEAF WIDTH o 0 GLASS LOCKS HINGES Y DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION 1 OPTION #2 OPTION 3 OPTION #1 OPTION #2 TYP CAL ELE1/ATION TYPE A, $ OR C ANCHORS A7 TYPICAL ELEV T.A ION N # # I STO. AND HIGH THRESHOLD. y FRAME FRAME EXT. (t) EXT. {+) EXT. (t} EXT. (+) EXT. {t) EXT. {+) EXT. (t) TYPE B & C AT SADDLE THRESHOLD WIDTH HEIGHT 'INT. (-} INT. (-) INT. -} INT. {-) INT. (-} INT. (-) INT. {-) `X� (0/X) 47" 98-1/2" 80.0 120.0 80.0 90.0 120.0 80.0 120.0 PRODUff I2Ii th olo 47" 110-1/2" 80.0 120.0 80.0 90.0 1200 80.0 120.0 �vellip1y►u•"��»ih4tHl+lA> NOTE: In N Be►Bd11RCod �2� GLASS CAPACITIES ON THIS SHEET ARE SEE SHEEP 8 FOR GLASS TYPES DESCRIPTIONAcc tt catdv 0-:51 BASED ON ASTM E1300-04 (3 SEC. GUSTS) '> SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION Pag1LIIa�p�t4. AND FLORIDA BUILDING COMMISSION °c " frau �- DECLARATORY STATEMENT DCA05-DEC-219 13 A -�- TABLE #2 ANCHORS LOAD CAPACITY - PSF �nIT3�t}°I+�odoctCoasly] c SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) I 1/2" SHIM SPACE 1/4" SHIM SPACE SINGLE DOORS WITH NI Y/IlHOUT TRANSOMS Engr. JAVAn LAHMAD , g USE CHARTS AS FQ�S t r FIA PE 70592 rl ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR FOR THE CORRESPNn1NG DOOR SIZE C.A.N. 5380 as' J. 'I3' DOOR DIMS. TYPE '19' TYPE 'C' TYPE 'A' TYPE TYPE 'D' ]- FOR GLASS TYPE, LOCK AND HINGE OPTIONS PR Cl'RENI3IV� as a° lybl$%vith the Ff"Wa FRAME FRAME EXT. (+) EXT. (+) EXT. {+) EXT. (+} EXT. (+) OBTAIN LOAD CTYPETIES FROM TABLE 1, g 'is Code v° � v � WIDTH HEIGHT INT. (-) INT. {-) INT. (-) INT. (-) INT. (-) 2- FOR ANCHORS 17PE/SHIM5PACE OBTAIN Am#mve IND 20.12 LOAD CAPACITIES FROM TABLE 2. 40" 110-1/2" 102.0 t20.0 109.0 120.0 120.0 3- TRANSOMS FOR SINGLE DOORS ARE LIMITED t7ttt3 Browing no. 47" 110-1/2" 87.0 115.0 93.0 117.0 120.0 TO *90.0 PSF* - .kt SEE SHEET 3 FOR ANCHOR DESCRIPTION THE LOWEST VALUES FROM STEPS 1, 2 AND 3 �� �a1G ;Dade I'mduct Coutrof W l 1 —4� WILL GOVERN. sheet 1 of10. i• •i •i• ••• % •i •i• 89" [] g • • • • • • s • • • FRAME WIDTH i•i CLUSTER OF 6 • • ••• • • • • ••• ANCHORS AT HEAP AT 3" O.C. h 4 1/2" MAX. '` SEE CHART FOR CAPACITY ® zd • •• • •• • ••• HEAD/SILL ly I • •• • . .. . . .. CORNERS A �` Q E • • . • • • • • . • IL \ O IL V •• :•: : : : : :• •• DOUBLE DOORS WITH OR WITHOUT TRANSOMS • • • • • •• USE CHARTS AS FOLLOWS I / ; I \ 8 : ••• i 0.0 i i i•• ••• FOR THE CORRESPONDING DOOR SIZE j / 0 1-- FOR GLASS TYPE, LOCK AND HINGE OPTIONSI i t Q OBTAIN LOAD CAPACITIES FROM TABLE 3, Q Q i 2- FOR JAMB ANCHORS, TYPE/SHIMSPACE OBTAIN 0 LOAD CAPACITIES FROM TABLE 4. f j 3-- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN r \\\ Q Lu CAPACITIESLOAD F 4- USE TYPE AA, BB OR CC ANCHORS AT SILL AS = F____ \ .I N 4 APPLICABLE. SEE SADDLE SILL ANCHOR CAPACITY - / ; ; \ Q Z SEE TABLE 5A BELOW. / A LLI � THE LOWEST VALUES FROM STEPS 1, 2, 3 AND iv 2 4 WILL GOVERN. w w o _ _ 1�� _-- p I �� • ,(� o o I t fii Z n DOORS LOAD CAPACITY - PSF I j ; ; / z °� G-I 18 TABLE #3 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) � � GLASS LOCKS HINGES r ; t / o p t(n w ;& DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION #3 OPTION #1 OPTION #2 to �r j 1110 FRAME FRAME EXT. {+} EXT. {+) EXT. {+} EXT. {+) EXT. (+) £XT. (+) EXT. (+) I B \ {` / t° o WIDTH HEIGHT INT. ( ) INT. (-) INT. (-) INT. { ) INT. {-} INT. (-) INT. 89" 98-1/2" 80.0 90.0 1 80.0 90.0 90.0 80.0 90.0 89" 110-1/2" 80.0 80.0 80.0 80.0 80.0 80.0 90.0 INACTIVE i C ACTIVE v Q PRODUCi RBNL•�VEU d SEE SHEET 8 FOR GLASS TYPES DESCRIPTION with � � w �oorrlptyirl$ SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION Building Cade0 FACE APPLkER 32 15 16" 32 15 1 Acrepttc8 No " � SE MUNTINS / / 6" ro JAMB ANCHORS LOAD CAPACITY -- PSF Bpm Da7 � MAY BE usEo D.L. OPG. D.L. OPG. � lit TABLE #4 DOUBLE DOOR WITHOUT TRANSOM {XX) OR WITH TRANSOM (0/XX} f j af, �� 41 13/16" 41 13/16" v 1/2" SHIM SPACE 1/4" SHIM SPACE ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR Mlrol Tiede Prnduet Cartsot LEAF W TH LEAF WIDTH DOOR DIMS. TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'D' ANCHORS AT SILL 0 FRAME FRAME EXT. (+} EXT. (+) EXT. {+) EXT. (+) EXT. (+) i CLUSTER OF 4 AT 3' O.C. TYPICAL ELEVATION 0 TYPE 'A', 'B' OR 'C' AT STD. & HIGH THRESHOLD II WIDTH HEIGHT INT. {--) INT. (-) INT. (-) INT. (-) INT. (-) (XX) TYPE 'B' OR 'C' AT SADDLE THRESHOLD C 75" 110-1/2" 90.0 90.0 90.0 90.0 90.0 PRoDuCr I2}Ti% OR SILL ANCHORS MAY CONTROL tin 89" tIO-1/2"I 87.0 1 90.0 90.0 90.0 90.0 as complylog with tha TloTids SEE SHEET 3 FOR ELEVATION (O/XX) � c Building Code g SEE SHEET 3 FOR ANCHOR DESCRIPTION g -g Accepttuzce Ido L Fxpua!€°n]�nto NOTE: w N GLASS CAPACITIES ON THIS SHEET ARE o v By-� BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION TABLE #5A Miami Dade Product Control HEAD ANCHORS LOAD CAPACITY -- PSF � � < TABLE #5 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WffH TRANSOM (O/XX) SADDLE SILL ANCHORS LOAD CAPACITY - PSF DECLARATORY STATEMENT DCA05 DEC-219 1/2" SHIM SPACE 3/8" SHIM SPACE 1/4" SHIM SPACE SINGLE OR DOUBLE DOORS WITH OR WITHOUT TRANSOMS c ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR i TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'B' TYPE 'C' £n r: JAVAO AHMAD 7 � o DOOR DIMS. DOOR DIMS. 9 CML ,n FRAME FRAME EXT. (+) EXT. (+) EXT. (t) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) FRAME FRAME EXT. (+) EXT. (+) FLA. PE / 70592 0 1YIDTH HEIGHT INT. (-) INT. {-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) ENT. (-) INT. (-) ]'WIDTH HEIGHT INF. (-) INT. (-) C.A.N. 3538 u � a b ,I 75" 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 75" 86.0 90.0 � 98-tj2" o 98-f/2" 89' 89.0 90.0 76.0 90.0 90.0 90.0 90.0 90.0 90.0 89" 72.0 90.0 � � W L-u 75" 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 8g4.0 86.0 75" 76.0 90.0 drawing no. 89" 110-1/2" 79.0 90.0 68.0 90.0 90.0 83.0 90.0 90.0 90.0 " 110-1/2" 6 2012 W11 -40 SEE SHEET 3 FOR ANCHOR DESCRIPTION SEE SHEET 3 FOR ANCHOR DESCRIPTION sheet 2 of1:00 . ... . . ... TYPICAL ANCHOBS:'iEE:ELd:F(i' SOPACIV � 89" O • '17 FRAME WIDTH TYPE ,A, J4" DIA ULTRACON BY '£LC04 (Fu=177• KSI, Fy=155 KSI) 82" ' INTO 28Y WOAD BUCKS OR WOOD STRUCTURES D.L. OPG. Z3" 0 z � WITH 1-3/8" MIN..PfNFTIRATIOI:ONTO•WOOD •• •' 4 1 2" MAX' N g THRU 18Y WOOD $U( tS'IWTQ GQNCiL • . . / CLUSTER OF 6 2 WITH 1-1/4" MIN.'I:AIBPQ'INTO.;¢NCVETE ;• • • I HEAD/SILL F ANCHORS FOR 4 o ! CORNERS ALL DOUBLE ® � M v DOORS DIRECTLY INTO CONCRETE WITH 1-3/8" EMBED) •. • • • .. •.. •. DIRECTLY INTO C90 FILLED:t.OtK:(S+4i 4 bNLY1. 1 WITH 1-1/4" MIN. EBBED:i4Q'bASDY:•• •.' I o n o H ======ice-- _ -�'Iz-=-=== 1====== M a ip i ., ANCHOR EDGE DIMN ES I I I I Q o$i•Q INTO CONCRETE AND MASONRY = 2-1/2" MIN. ♦x J i INTO WOOD STRUCTURE 1 MIN.— _ _ _ _ 1 Q ul w 3 a. 11 li TYPE i.1 DIA KWIK CON 11 BY 'HILTI (Fu=163 KSI, Fy=157 KSI) i i rn Z N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i i // ! ! \\ Q w e! f WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU iBY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE I C /1i! 0 \\ a z DIRECTLY INTO CONCRETE WITH 1-3/8" EMBED) In DIRECTLY INTO C90 FILLED BLOCK (JAMBS ONLY) N xQ� / -� - \ Z O_ 0 { WITH 1-1/2" MIN. EMBED INTO MASONRYIn¢ o oIT ao -_ I I _ .3 z is ANCHOR EDGE DISTANCES I d _-- __—_--I} ------ _ Of INTO CONCRETE AND MASONRY - 2--1/2" MIN. co � cO INTO WOOD STRUCTURE = 1" MIN._ _ _ J \\ ii ; ; PTtOI3UCi`R8Nf3WIiD Or a �u3ldtyCagdo+ tie Fiofi M o TYPE 5116" DIA ULTRACON BY ELCO (Fu-177 KSI, Fy-155 KSI) -----_ _--__ $ I I : Ameptanco Nd � INTO 28Y WOOD BUCKS OR WOOD STRUCTURES i l ; ; an} _ z '" WITH 1-3/8" MIN. PENETRATION INTO WOOD \ ; �{11.+ '. O 1 THRU 1 BY WOOD BUCKS INTO CONCRETE Dade Product Con ! * g WITH 1-1/4" MIN. EM13ED INTO CONCRETE I �' DIRECTLY INTO CONCRETE WITH 1-3/8" EMBED INACTIVE 1 1 ACTIVE DIRECTLY INTO C90 FILLED BLOCK (JAMBS ONLY) I ` ` WITH 1-1/2" MIN. EMBED INTO MASONRY SURFACE APPLIED 32 15/16 32 15/16" I I FMAY BE USED MUNTINS DL . . OPG. D.L. OPG. eg�Q c s" ANCHOR EDGE DISTANCES 41 13/16" 41 13/16" 0 , t; LEAF W TH LEAF WIDTH + INTO CONCRETE AND MASONRY = 2-1/2" MIN. AT HEAD/SILL) U INTO CONCRETE AND MASONRY - 2-3/4" MIN. AT JAMBS) ANCHORS AT SILL v z L INTO WOOD STRUCTURE - 1" MIN.— — — — — CLUSTER OF 4 AT 3" O.C. TYPICAL ELEVATION TYPE 'A', 'B' OR 'C' AT STD. & HIGH THRESHOLD (O/XX) TYPE '8' OR 'C' AT SADDLE THRESHOLD TYPE '0' (HEAD OR JAMB) — HEAD OR SILL ANCHORS MAY CONTROL c o N 4 SMS OR SELF DRILLING SCREWS (Fu=92 KSI. Fy=120 KSI) I SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY cq ° D: INTO METAL STRUCTURES E5 o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) PRODUCTRE4VISEDax ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) conipiyiug with the I+iorida rkb L r o Building Code ,,,,. I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AcceptencoNo 1� Engr: JAVAD AHMAD � I a CIVIL ANCHOR EDGE DISTANCES I IixpilAtian pt�1c _ f FLA PE # 70582 g P N % INTO METAL STRUCTURE C.A.N. 3538 1/2" MIN. — 11� O Idiaini Bsicle Pro utt ConEr� U CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. 1 x OR 2x WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND drawing no. TRANSFER THEM TO THE BUILDING STRUCTURE. W1 1 -40 I AD for , sheet 3 of10.1 TYPICAL ANCHOf�Si •i •i• ••• i• •i i• METAL 102 SEE ELEVAT[0 • 0 • 1pY WOOD BUCK TYPICAL ANCHORS 2BY Vt00 UCK STRUCTURE 0 CONCRET FOR SPACING • • • E DOTE SHEET I SEE ELEVATIONS OR 3000 PSI MIN • ' •-' ' • ' • ••• FOR SPACING ►V STRUCTURE EOG E DIST.EDGE .04S .- NOT£ SHEET 1 1 I MIAMI--DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA o L EDGE M1 I O Q • . �t • •. ul � � • • • • Et U • ••• • 0 0 E1 ` 1 ' ` I yy .. I N 428 • • • I IL • • • • X W LL;1 I 0O it L) LJ 0 Ti ~•.-L ��-.�_ • 128 \ \ �� ��NN 0�QQ �En 422 I 4 `nvxi o Q 41r. 0 M1 Et8 cC3�3 TYPICAL ANCHORS EtOi PIVOT HINGES --- 30 TYPICAL ANCHORS SEE ELEVATIONS �. y N; OPTIONAL TO SEE ELEVATIONS FOR SPACING J M BUTT HINGES M? FOR SPACING Z � 429 M 1 TYPICAL ANCHORS E9H M4 Ma SEE. ELEVATIONS � V u7 CONCRETE FOR SPACING Z N E10T + 3000 PSI MIN. E4 E4 _ EDGE. ST {I . o v 24 p i .s a -s a°.. -►°. � g .-. Z ' I M6 1 618 M5 I M5 i u z w u' to N 0 DOOR CLOSERS OPTIONAL O Z 8 to ;; 1y ao r-I ALTERNATE w ` E22 to txn i•3 jj �aRODUCT RMBWPDW Is cm plyb*with 9w F10" iuildin84:ntld O. T6 '. M6 ! 4ectpiattce IVa I� k Expfr {n.Dste 0 W/ RIPPED LEG a ... � ` � 14iami ade Product Control PRODUCT REVISED I O as complying with the I+totida 2a Building Code 12 G . 2 3 g Accepturtce IVo � E9H TlOr�jDete U £5 PIVOT HINGES Ivll�bi .�c10 Pt0 uM Control DOOR HEAD OPTIONAL TO ' SERIES—MG6000 FRAME OPTION 108 BUTT HINGES M4 $ y DOORS SHOWN WITH SERIES-9500 FRAMES 9 41 o Q Mt © e20 inTER FOR CAN ALSO BE USED WITH SERIES—MG5000 FRAMES, y NOT APPR'0 FOR NOT APPR'D FOR U a WATER RESIST. WATER RESIST.r_ _ (SINGLE DOOR ONLY) HAVING CURRENT NDA. LOWER DESIGN PRESSURE I WILL CONTROL. _ M7 E2A I E2B r E2 Id31 £ngr, JAVAO AHMAD ° o tA1 ES-90151 ES-902fi CIVIL eo ES-9014 r L — _ m FLA. PE 1 70592 $ M 4 I ; C.A.N. 3538 J v CONCRETE CONCRETE °• v ° a ETE. ° ? v 3000 P o v ° v i + v tri a. Q 0 v- V ° v. 3000 PS{ INa' ° v �. ° v I v 3000 P91 MIN. ° FOR SADDLE THRESHOLD ` ED • DIST.° °' ° a TYPICAL ANCHORS USE ANCHOR TYPES drawing no. EDGE DIST. SEE ELEVATtONS EDGE 01ST. 'B' OR 'C' ONLY HIGH THRESHOLD W11 -40 FOR SPACING SEE ELEVATIONS STANDARD THRESHOLD SADDLE THRESHAND LIMITATIONS OLD FOR SPACING SEE SHEET FOR DETAILS sheet 4 of10.1 .. �. .. .. 1/2" MAX, • • • ••• • • • 1/2" MAX. d LOAD BEARING SHIMS • • i • i • • 0 i LOAD BEARING SHIMS SEE CHARTS £15 £3H 23 M7 M2 17 11 24 M6 h16 124 Ell 17 114 rE14 1.17 123 E3 Ei5 1/4" MAX. '�1 ,, �_ SEE CHARTS LOAD BEARING SHIMS oD � SHEETS 1 & 2 _ SHEETS 1 & 2 SEE CHARTS g • • • •• • ••• SHEETS 1 & 2 o Z : jo- ° i • i • • • METAL TYPI L ANCHORS STRUCTURE 0 ; SEE LEV. a W$ FO SPACING C • • • • • Q • _ — I 0 L $ 0 a M to p a °."'• 2 WOOD BUCK �+ LL W e 3 LAJ Ld OOD STRUCTURE w Q w ni SEE ELEV. a t� EXTERIOR TYPICAL ANCHORS SEE ELEV. - O.L.O. FOR SPACING Z N Go ALTERNATE $ v 1/2" MAX. TYPICAL ANCHORS Z LOAD BEARING SHIMS TYPICAL ANCHORS E13 M9 £13 £bH E9V M8 MS M5 E8Y E6K A17 13 12 E14 SEE CHARTS OR SPACING F .. SEE ELEV. SHEETS 1 & 2 _ FOR SPACING LEAF WIDTH = °� LLJ W •• tr FRAME WIDTH -- __-------_-_--- ----- -.---- T8_ o O to c0R (O ani Fao .. N Z in E E3H 23 M7 11 MS A24 Mb 17 MB 15 1E12 A20 1£12 14 14 12 Mb °, +. 1 0 - 1/2" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 2 o a° 16Y w WOOD BUCK . • .$ v ® ® O Ln �'.. Mg wUi►el�l?li>Y!>i :• DOOR JAMB E —MG5000 FRAME OPTION v Q ---- - -- --- - ----- - -. �, - ---- „-__ _ ce w : --- — DOORS SHOWN WITH SERIES-9500 FRAMES N CAN ALSO BE USED WITH SERIES-MG5000 FRAMES, ° HAVING CURRENT NOA. LOWER DESIGN PRESSURE o Will CONTROL. D.L.O. D.L.O. r o Engr. JAVAD Al IMI) A � o EXTERIOR CIML 1 � FLA. P£ 70592 o n C.A,N. 3538 PRODUCT REVISED c cqulplying with the Florida Codo O 4 C TYPICAL ANCHORS M5 ///ice1�No - >SEE EL+OR SPACING M9 E13 E6 £9V M5 E9V 17 EBL 20 EBR 13 17 E9V M5 C� � I a, droning no. o DateLEAF WIDTH LEAF WIDTH FRE WIDTH 3� AMami Dade Product Contro �Y I 1 —40 APR 212 sheet 5 0f10.9 • ... • . •• •• • • • •• .: •• TYPICAL ANCHORS TYPICAL ANCHORS �V � ' *DIE ' • ' • ' ' • SEE ELEVATIONS CONCRETE SEE ELEVATIONS CONCRETE i EDt�.E QSST,i•i : • : FOR SPACING 3000 PSI LAIN. EDGE DIST. FOR SPACING O I 3000 PSI IN. gas • • • •• a .. , :' a.. • ; I e E15 E3H MT1 T2 IT3 24 MT2 / ® 1- mai Ohl JZ s • •.� •s- •31 - •.�• - - ° ° - .0 1/2 MAX. `L •..* .- .••. • • e.e' '- ° LOAD BEARING SHIMS Z • . • T - SEE CHARTS w • ••• IL MT3 2"1 SHEETS I & .p. p _.- _ o as • • • • •• •1-11 24 N to N , N Oki i TYPICAL ANCHORS O T1 • i•i i i i i • k • c9� / fig' SEE ELEV. •' a - 0 10 � F :.s : • C1N ALTERNATE ' FOR SPACING Mt T5 m Q (nth i 'I � mN - =-- - =- __ =- O QQ II O 4* G T4to i I TJ LLO To � pp Lu IR I k F•; a e a x Mrz x s z „ 0 0 W o . ..:� . < w 9 a a w °_ EXTERIOR _ O W p W I I ° T3 M5 g (� Ln ! ! v Z c� -F �S , ?G ,I i •+r• O.L. OPG. — ao ca W c W k i o n M5 I k FRAME WIDTH p G '' in z in k iI Ts TRANSOM z z m k i SERIES-9500 FRAMES Mr4 # z Ad t�j .i w t k Ts F- i o Q V) Q � E1 f I, i 1/2" MAX. ALTERNATE `-' (OM 00 LOAD BEARING SHIMS 7$ i7 T9 tE {G ) ml 9 O SEE CHARTS $ $ J `✓ 24 w SHEETS i BC 2 to Z t� r x ALTERNATE t«��9! JJ w SM7 wO16- TYPICAL ANCHORS—k--VJL M7 SEE ELEV. FOR SPACING I 32 ? E10T hSl EiOT i � ?d1 '• •° p E9H U4 E9H � o . M4 w an a U E4 } w E4 PRUD�ICI'I�T NI3�YBU N V ' tE wmptyWg with tiro Florida 24 Code r ' 24 AcmtBtdidbimtce]NO •. � rto EXTERIOR in N x IBxltiratson l3ota.. � O.L. OPG. � al Ms 8 nili PRO c� MS UG7'1213VISILI9iDadeProcitict�o�tlt��f FRAME WIDTH L Q a 6TRANSOM JAMB o a t Ing with tial Ilnrfda s O Bullditlg Code �� SERIES-MG5000 FRAMES OPTION C3 J 67 AocepittncijNo . Engr. JAVAD AHMAD ,a o o £XpJMW n¢Ate CML , oo TRANSOM tY U.H. 3538592 o M D SERIES-MG5000 FRAMES OPTION i3}— ° `_ �- tdiami Dade Praauet Control , t; Li TRANSOM DOORS SHOWN WITH SERIES-9500 FRAMES SPRIFS-9500 FRAMES CAN ALSO BE USED WITH SERIES-MG5000 FRAMES, drawing no. HAVING CURRENT NOA. LOWER DESIGN PRESSURE W1 1 -40 WILL CONTROL. APR 5 2012 sheet 6 of14.1 4.970 •• • • ••• ALTERNATE OPTION (Series S--MG5000) .090 •• •• • • • •• •• 2.500 1.953� � • . . . • • • • • • 354 NP. i i i i : i i 070 4.958 460 z m T- • •• • •• • • � 2.500 A 2.500 • • • •• • •..20b 2.500 .090 .19Q 1.750 e w N • • •• • •• • •• IF' W t0 0. • • • • • • . • • 200 .920 2.750 Q a � � • • • • • • • • • • 3.988 a+ Q V • •.• • •.• • 078 Q '� 5.040 Eal DOOR STOP nP, a. 500 t.953 1.063 0: 0 w •• • • • •• ••• •• .190 2' 85 • • " • ' ' ••• • • •• • .220 3.984- :soQ v i i i i i • i i 4.970- 01 V O Et DOOR HEADER Series' MG500 ' ' ' "' " ito .050 .500 T5 TRANSOM HEAD S-MG5000 0 Tt TRANSOM HEADER Series 9500 --- 0. Q 4 $ 2.232 a t5 JAMB FILLER 3.984 `� 00 ag 1.110 289 Eta 11.000- Q I3 atto .200 2.032 DOOR STOP COVER t27 J '� TYP. O DOOR JAMB Series MG500 060 t 117 �S-"�--�"r a z Ll 1.118 2.750 3.937 1.681 4.874 320 i27 1.750 959 .0 4 m �y ,0 00 2.437 3� T4 HEAD COVER $r_ v z tx a 2.250 312 625 1.000 i 1.000 .078 4.968 � TRANSOM z o I rE� E10 CORNER BLOCK 1.000 1 to GLAZING ADAPTER T6 HORIZONTAL AT DOOR S-MG5000 320 3.500-�I 2.905 1.750 206 z w E4 CD TOP RAIL 4.422 1.810 1.317 .578 -r.206 of to .070 � .125 � `'' 10 ;2 00 320 -Es HINGE/LOCK STILE TYP. 1.250 .070 Typ. .156- TRANSOM 4.374 Ta TRANSOM ADAPTER LR 3.73629 3.43fi 2.000 5A00 3.750 w d. 110 910 RENHWEDF h �" >� Et s CLOSURE DOOR STOP g with the Ciorida Typ. �- �L,-� ade TYP. .320-F 96�0 U 1.000 al- • 2.254 I3xpirattoa Data 5.000 7.437 .125 .835 7 060 By 6.500 .250 t.004�- Munni Dade Pro&ct N3;tro! 206 150 T6 JAMB FILLER S-MG5000 T7 TRANSOM JAMB S-MG5000 0 iE 3.436 1.427 060 T3 TRANSOM GLASS STOP E7 .320 .250 1.786 0 I 1.746�f .654 m z MEETING STILE - INACTIVE LEAF k .283 �� I •n� .603 .060 1.427 _ 4.374 =A 1.950 1.332 1.117 1 000 0 929 3.436 GLASS STOPI .283 2.232--=I to 4-1.9721-F.320 o 1.141 GLASS STOP E91 E5 BOTTOM RAIL 125 Ego DOOR SWEEP E11 CORNER PLATE . (INSUL. LM. GLOSS) rRANSOM GLASS STOP S-MG500 2.445 2.250 Engr: JAVAD AHMA° ° _o .125 SEE SHEET 10.1 FOR CMLFM t �o 1 950 ,122 HIGH THRESHOLD DETAIL PE y 70592 c M FC.A.N. 3538 PRO1JUCf REVISED .500 as complying with dw Florida o at T .150 500 Building Cade ®/� 2 $ v t22 I Acceptance No. t✓ 3.436 b--- 4.933 1.203 4.500grirayor�Dnta�� drav�ing no. E6 ��C2oV1z AantiDad�Pto RtICt��1if0� w� -40 E2 THRESHOLD Et4 £ ALTERNATE THRESHOLD sheet 7 ofi 0.i ES9014 MEETING STILE - ACTIVE LEAF' LOCK BACK UP PLATE ES9015 ITEM # PART # QUANTp. :DE1CIi11:TI!N;•••i •�� MATERIAL MANY./SUPPLIER/REMARKS ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANR./SUPPLIER/REMARKS E1 ESS012 1 • •D H R• • 6063--To - T1 ESS506 TRANSOM HEADER Series 9500 6083-T6 - E2 £S9014 t STANDARD THRESHOLD 6063-T6 - T2 ES9019 TRANSOM ADAPTER 6063-T5 - I3 E2A ESS015 i SADDLE THRESHOLD 6063-T6 - T3 ES9018 TRANSOM GLASS STOP 6063-T5 E28 ES-9026 •1�• •"HIGH j1RE5ft.O .; ;" 6063--T8 - T4 ES9502 HEAD COVER 6063-T5 - 0 �Y •t • • .T RESIOL& Q : •• 6063-T5 -- MTI #10 x 1/2" F.H. ST/ST SMS - - 'c j1�,2f2C ES-9027 0. 2 FdT2 TRIM GASKET SILICONE- i p O U E3H ES9013 2 • QOOP!d1tMB�- HINOE•• • 6063-T6 - - E4 ES9001 2 TOP RAIL 6063-T5 - MT3 INTERIOR SPACER 1/4" x 1/4' FOAM - C w i E5 ES9002 2 •• BOTTOM RAIZ• ••• •• 6063-T6 - MT4 SETTING BLOCKS 1/16" x 3/4- EPDM DUROMETER 65 � A E6H ES9003 2 • HINGE/ItOa filk. • 6063-T5 - T5 ES8005 AS REQD. TRANSOM HEAD S-MG5000 6005-T6 - G E7 ES9006 1 ••• E 0'SIL -!INAC LVL LEAF 6063-T5 - T6 ES8013 AS REOD. HORIZONTAL AT DOOR S-MG5000 6005-T6 v I £8 ES9007 1 MEETING STILE - ACTIVE LEAF 6063-T5 - T7 E55012 AS REQD. TRANSOM JAMB S-MG5000 6005-T6 - £9H £S9004 4 HORIZONTAL GLASS STOP 6063-T5 - T8 ESS003 AS REQD. JAMB FILLER S-MG5000 6005-75 - 0 9ODQ p g E9V ES9004 4 VERTICAL GLASS STOP 6063-T5 T9 ESS006 AS REQD. TRANSOM GLASS STOP S--MG5000 6063-T5 - OD�C - ---- - - E9.1 ES-9029 4 GLASS STOP (INSUL. LAM. GLASS) 8063-T5 TIO ES8014 AS REQD. TRANSOM GLAZING ADAPTER 6063-T6 - Q m 3 ^ EIOT ES9008 4 CORNER BLOCK -TOP 6063-T5 E10B ES9008 4 CORNER BLOCK - BOTTOM 6063-T5 El 1T ES9009 4 CORNER PLATE - TOP 6063-T5 - 1/4- HEAT STREN'0 GLASS 1/4- HEAT STREWD GLASS Q to 2 F E11B ES9009 4 CORNER PLATE - BOTTOM 6063-T5 - E12 ES9010 4 SUPPORT ANGLE 6063-T5 3/4' X 1- X 1/8- X 9- LONG .090" INTERLAYER .090" INTERLAYER - E13 E59011 AS ROD. HINGE BACKUP PLATE REINFORCEMENT 8063-T5 BUTACITE PV8 SENTRYGLAS - Z BY 'DUPONT' BY 'DUPONT' to E14 ES9020 I LOCK BACKUP PLATE REINFORCEMENT 6063-T5 - n E15 ES9016 AS ROD. JAMB FILLER 6063-T6 - O E16 ES9017 AS ROD. REINFORCEMENT 6063-T6 - 1/4- HEAT STREN'D GLASS 1/4- HEAT STREWD GLASS C N Z E17 ES9021 1/ CLOSER CLOSER SUPPORT CLIPS (PAIR) 6063-T5 - SILICONE W SILICONE E18 ES9022 I CLOSER DOOR STOP 6083-T5 - to DOW CORNING 983 m DOW CORNING 983 E19 ES9023 I/ CLOSER CLOSER COVER PLATE 6063-T5 - / DOW CORNING 795 / DOW CORNING LLJ 795 N Of E20 ES9005 DOOR SWEEP - - °�° I I \ li \ O coo m E21 ES9051 DOOR STOP - -- 1 / �I 1 c0 E22 ES9052 DOOR STOP COVER toM M1 28 #12 x i' P.H. ST/ST SMS - - o r 1 Z3 z _ M2 AS ROD. #12 - 24 x 1/2- F.H. ST/ST MS - - 0 M3 18 #8 - 32 x 1/2" P.H. ST/ST MS - - \ // R \ / 0 M M4 16 3/8' - 16 x 1' HEX. BOLT - - — LLj �c — - } g M5 ESM05OU-G0 AS ROD. WEDGE GASKET EPDM DUROMETER 70 GLASS TYPE 'A' GLASS TYPE 'U' M6 SMGSOO-GO AS ROD. SPACER GASKET EPDM OUROMETER 70 9/16. OVERALL 9/16. OVERALL. M7 ESMG5OO-GO2 AS ROD. BULB VINYL, BASE-POLYPROPILENE, BULB-TPE - ULTRAFAB, DUROMETER 73 M8 ESMG500-81 8 SETTING BLOCK EPDM DUROMETER 80 M9 AS ROD. HINGE 4 1/2" x 4" - _ 1/4" TEMP. GLASS PRODUCT RENIM D M9A AS ROD. OFFSET PIVOT HINGE ALUMINUM - 3/8" AR SPACE As complyhig with the Florida - - 3 16- HEAT STREWD GLASS Bo11d'nl node M12 1 3 POINT LOCK cp / Acceptsncai�oa". �JC�16 M13 1 KEY CYLINDER - - �xplmtion Data w .09D- INTERLAYER - M14 1 THUMBTURN - - _h,14 r 14 ". ,. U BUTACITE PV8 BY s_ µ m M15 1 2 POINT LOCK - - BY 'DUPONT' Miami Dade Product Conirol MIS 1/ LEAF DOOR CLOSURE - - 3/16- HEAT STREN'D GLASS M17 2 PUSH - PULL - - aaR omply n��thDF10fida M19 W13273NK AS ROD. PILE - HEADER - - �" SILICONE H Y & _ z +oho DOW CORNING 983 AcsC�tance i`1a M20 W23451NK AS ROD. PILE - MTG STILES - - g DOW CORNING 795 1040 c o a M22 - l/ CLOSER CHANNEL SPACER 5/8" X 1-3/4' -- - ap � � I �- \ M23 2 THRESHOLD CIi►34iatriil U` 1e yroducl Gintrol LIP - - � E9.1 / I it i, \ r M24 AS ROD. STRUCTURAL SILICONE - - I p *-"-•----- i r £rtgr: JAYAO P}iMAp +n o M25 AS ROD. SILICONE - - CIVIL I eo M26 2/ CLOSER 1/4 - 20 x 2" HEX. BOLT - - FLCAN. P£ if ^� ei p / CAN. 353838 o M27 3/ CLOSER #10 x 1' P.H. ST/S7 SMS - - a \ Llj o ,� M28 6/ CLOSER #10 x 3/4" F.H. ST/ST SMS - - t t " M29 3/ CLOSER #10 x I" F.H. ST/ST SMS - - M30 AS ROD. #8 x 1 1/2- F.H. ST/ST SMS .. .. GLASS TYPE 'C drawing no. M31 W13351NK AS ROD. PILE - DOOR SWEEP _ 1-1/8. OVERALL ' 1 -40 M32 V113275NK AS ROD. PILE - HEADER - _ GLAZING OPTIONS ��� 20�� heet 8 Of)O,1 LOCKS: (See Tobi4•#1:or:W3.1fpr:Logy %*pacities) OPTION #1: : : •:• : : : •:• OPTION #2: OPTION #3: ! ACTIVE LEAF: CF CONCEALED VERTICAL RQD:PANIC.EX°lj D�*Ic, 9�� CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY KEY OPERATED THREE POINT LOCK SYSTEM BY B Z JACKSON PANIC SYSTEhC J 128`5 LOQATEp :kT 41* JACKSON PANIC SYSTEM #2086 LOCATED AT 41 ADAMS RITE WITH CONCEALED FLUSH BOLTS AT TOP & FROM SILL AT EACH LEAP. • ••• ••• FROM SILL AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE O to c0i FASTENED WITH FASTENED WITH INTERIOR, LOCATED AT 40 FROM BOTTOM OF PANEL -� (1) #14 X 1° HH SELF DR11%LING•SCREW A T ONE END AND (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND FASTENED WITH (2) #12-24 X 1/2" OH fVA.CHjgj SCREWS-A�•O AIR END (2) #12-24 X 1/2 OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2�l FH MACHINE SCREWS 0 LL ® • •• OR INACTIVE LEAF: V 0 CONCEALED VERTICAL ROD PANIC EXIT DkV1C9•4Y• CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY uj 'ADAMS RITE' LOCATED AT 40" FROM SILL 'DOR—O—MATIC' LOCATED AT 40" FROM SILL MANUALLY OPERATED TWO POINT LOCK SYSTEM BY Q'a 8 AT EACH LEAF. AT EACH LEAF. 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & D a a a FASTENED WITH FASTENED WITH BOTTOM OF LOCK STILE AND A THUMB TURN ON THE 0 r (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END FASTENED WITH 3/8" HEX STEEL TIP Q w . 'o (2) #8-32 X 1/4" PH MACHINE SCREWS z aw BOLT GUIDE I, STEEL ROD PATH mi g THREADED ENDS — co n 0 PANIC EXIT DEVICE OPTION #1 OR #2 `O N to 00 fo M o THRESHOLD BOLT Z �' � m HINGES: (See Table #1 or #3 for Load Capacities) tA OPTION #1: OPTION #2: OFFSET PIVOT HINGES 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES ALUMINUM AT TOP AND BOTTOM LOCATED AT FASTENED TO FRAME AND THRESHOLD WITH 11" FROM TOP & BOTTOM AND AT MIDSPAN c LA #10-24 X 1/2 FH THREAD CUTTING SCREWS FASTENED TO DOOR FRAME AND LEAF STILE WITH o (2) AT THRESHOLD, (2) AT JAMB BOTTOM (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP (3) AT FRAME HEAD y HEAVY DUTY BRASS OR BRONZE AT MIDSPAN aNio FASTENED TO FRAME AND LEAF WITH z (4) 1/4-20 X 5/8" MS PRO1?UCT RBNt?tVBD tts complying a3th the Florida BUilding Cado 2 v R� Aceeptswcc fro `°` �o o Fxpimtfun ,5u 4 By '.� muni DR&Noduct Cr+.,trot Engr. JAVAO AHMAD .n ° CMI, c: FLA. PE p 70592 o rq C.A.N. 3538 �5+ PRODUCT REVISEDs as complying mitt►the Florida 0 v` n Building Code Accvptarice No m` • drawing no. ragbate ��C W1 1 -40 9A EXTERIOR tt9 EXTERIOR t;y , � APR 2 5 2012 tvi�amllR�ds i'coduct Control , Sheet 9 of 10,1 •• •• • • • •• •• • M1 o • • • • • • • • • E118 � • • ••• • • • • •• #10-24 X 1/2" 0 ••• •• WEID DEPTTOPO �•• • •• •• �J CUTTING SCREFH WS w • • PERT. STILE; � I • I Q � IL M2 � a 0 00 10-24 X 1/2- FH THREAD C h fi i CUTTING SCREWS Q w ut LL M4 ,'' , ,j 09 ., 4 w IN C) C) O a PIVOT THRESHOLD CORNER Z FRAME TOP CORNER z a M2 Q QV� U) a G� (0 ►`� to M o n cry' Z �- a O v , I E109 2 F in, i LI o � M2 NZ N� ya � a BOTTOM RAIL c a WELDED TO VERT. STILE THRESHOLD CORNER e i Ehgr: JAVAD AHMAD ,p z "I h h CIVIL c t �+ith the Florida FLA PE # 70$92 c M opo Ie CAN. 3538 PR DUCT'RF3NI3 MED11 E 118 planes No j . A3 omplying with the FtoridA i; o 3 i n, $1 i$1na bode X3atC ® a c J Amptance No B._"_. --G trntion Date 1 � drawing no. M2 NI anti Delle Produet Centrol 4 '. W11 -40 THRESHOLD CORNER APR 5 2012 Mi imi Dade Product Control sheet 10 of 10j ` 1 (� • • • • ••• ••• • 2.485 o • • ••• • • • • •.• ••••• •••• ••. • • • F1.9031 . oso TY P. • •• •• ••• _ 2.250 • • • • 3� 0 ia Cq g• 10 625 • •• ••. •• 5 a L M U 4.970 Q � � L THRESHOLD COVER HIGH THRESHOLD Q • • • • • •• • • E2C ES9027 E28 ES9026 j •• • • • • • ••• •• O 0 4 Q Q � p� I J . LLzh�: � 4WD 2 W � I n Q � V U �oo � z v d MS � �¢ J ~ Q M6 M1 � M ro � � of n 0 3 J LL- to tE z E9H Lu W i E5 i 6M4 0 1 Mt - W O E20 y 00 PAVED E2C M1 as complying g� tW Florida Z M31 Building Code Acte � �• E28 Acceptance NoN Of _ v N; Expiration Dater- °' a i o By Miami,Dadc i'rednct Con�nl L c a i HI—THRESHOLD CORNER " a CONCRETE a- Y 19 •V•,• r n 3000 PS! IN... v EDGE IST.' ' v ° e. a Engr: JAVAD AHMAD HI GH STRENGTH GROUT CIVIL Q POURED & HARDENED FLA PE 70592 c M 1'c = 5000 PSI MIN. C.A.N. 3548 TYPICAL ANCHORS NOT BY MR. GLASS VRODUCTREVISED $ R v SEE ELEVATIONS MUST TRANSFER SHEAR as coRnPlying with the Florida �X FOR SPACING LOADS TO STRUCTURE building Code r� Acceptancci�o G'� � ' droving no. MIGH THRESHOJ.D OPTION Expirati�n,�atc APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS _ W11 —40 NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS T3y---` APe25 Qf2 Alienti Dade Product .antroT sheet 10.1 of 10.1 Certificate of Flame Resistance •0 t4(�R� � •ss Issued By: SERGE FERRARI NORTH AMERICA Registered Fabric 1460 SW 6TH COURT or Concern Number Date treated or manufactured: F-44401 POMPANO BEACH, FL 33069 07/28/2015 This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable. FOR: Trivantage, LLC ADDRESS: 1831 North Park Ave. CITY: Glen Raven STATE: NC 27217 Certification is hereby made that: (Check"a"or"b") (a) The articles described at the bottom of this Certificate have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal and the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. .... . . .... .... Name of chemical used: Chemical RegistratibA#:• •••• •• Method of application: •••••• • • (b) The articles described at the bottom of this Certificate are made from a flame-resistant fapji;pjpateriql••• :••. registered and approved by the State Fire Marshal for such use. .. .. .... . .... Trade Name of flame-resistant :":" • fabric or material used: PRECONTRAINT 502 Registration#: P-44441 ••:. The Flame-Retardant Process Used WIII NOt Be Removed By Washing :•: ' LUDOVIC ROLLIN QUALITY MANAGER Name of Applicator or Production Superintendent Title RCN# 00000000001018872429 CUSTOMER ORDER NO. CUSTOMER INVOICE NO. 945939 YARDS OR QUANTITY 0.25 DESCRIPTION Serge Ferrari Precontraint 502 #50049 70.8" Blue/White/Marine Blue (Standard Pack 54 Yards) ITEM NUMBER 879123 We hereby certify the above to accurately reflect the information contained within a"CERTIFICATE OF FLAME RESISTANCE"issued to Trivantage, LLC from the registrant set forth above. A copy of the ontnal Certificate of Flame Resistance is available upon request to Trivantage, LLC and the registration information set forth above is on record with the California State Fire Marshal. BISCAYNE AWNING AND SHADE INC MAILING ADDRESS 2333 NW 8TH AVENUE MIAMI, FL 33127 ' . ° ° Florida P.E # : 68447 13155 SW 134th 5treet, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 PROJECT: AWNING STEEL STRUCTURE THE FRENCH -AMERICAN SCHOOL °°°°°° °650-651 NE 88 TERRACE, AMIAMI SHORES, FL 33138.:::0: ° ° °°°° CUSTOMER: BISCAYNE AWNINGS ° ° ° DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: A.I.S.0 9th EDITION FLORIDA BUILDING CODE 2014 � ����� e��w�� v. V��$�^t«o, E. CONSULTING ENGINEER 13155SN/Y34NSTREET, SUITE#119 MIAMI, Fl33Y0V PHONE#(305)253-944 FLORIDA PE,#8844 ' \U\ �-��you�~�° &A4 1. &4V& P.E Florida RE#: 68447 13155 SW 134th Street,#119, Miami,Florida 33186- Phone -Fax # (305)253-9442 AWNIN6 STEEL STRUCTURAL DESI6N - CANTILEVER = 7' -0 F.B.0 2014 A.I.S.0 9th EDITION A.S.C.E 7-10 WIND LOAD CALCULATIONS -Z < 60 ft WIND CODE= ASCE 7-10 W INDSPEED= 105 MPH -FBC 2010-3105.4.2.1 MEAN ROOF HEIGHT: Z= 15 ft < 60 n EXPOSURE CATEGORY= "C" -FBC 2010-3105.4.2.1 EFFECTIVE AREA= 7 ft X 16 ft = 112 ft2 Kzt= 1 Section 26.8-2 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 Kz= 0.85 -Table 30.3-1 ASCE 7-10 qh= 0.00256*Kz*Kzt Kd*V2 -Section 30.3-1 20.39 psf And: GCp(1)= -1.50 -Fig.30.4-2A -Using 112 SQF Gcpi(1)= 0.55 -Table 26.11-1 -Partially Open Buldings P design= qh*(GCp-Gcpi) -41.8 psf -CRITICAL •••••• CHECKING LOADS COMBINATIONS. -ASCE 7-10 •'•' ••••" Live Load-L= 5 psf DESIGN LOADS PERASCE 7-10 •• : •••• •• Dead Load-D= 5 psf DESIGN LOADS PER ASCE 7-10 • W= -41.8 psf ••��•• • •••• •••• • • 1.- D= 5 psf • • • • 2.- D+L= 10 psf •••• ••.• ••�••• 3. D+0.75L= 8.75 psf ""•' ' •' ""' • • • • 4.- D+0.6W= -20.08 psf •• •• •••• •••••• • 5.- D+0.75L+0.6W= -16.33 psf •••••• • • 6.- 0.6D+0.6W= -22.08 psf • • • • •••••• SO USE: W= -22.08 psf •••••• LOAD ON CANTILIVER BEAM - SPAN = 7'- 0 • Rf= -77.3 Ib/ft * 16 ft •• • -1236.59 lbs LOAD ON BORDER FLAT BEAM - SPAN= 16'-0 N/= -22.1 psf * 3.5 ft -77.29 Ib/ft DESIGN OF CANTILIVER BEAM - SPAN = T-0 Fy = 36 Ksi Using A53 Grade B-Steel Fy=36 KSI Span= 7 ft M= 1236.59 x 7.00 = 8656.13 lbs-ft Then M = 103873.55 Ib-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Srqr = 103.87 = 4.37 in3 23.76 Then trywith: (1)STEEL BEAM H=24"-PIPE 1"-SCH.40 Sxx= 9.77 in3 > 4.37 o.k THEN USE (1)STEEL BEAM H=24"-PIPE 1"-SCH.40 eW4 t emvUa, P E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#113 MIAMI, FL 33186 PHONE#(305)253.9442 205 FLORIDA P.E. #68447 t. P. Florida RE#: 68447 13155 SW 134th Street,#119,Miami,Florida 33186-Phone-Fax#(305)253-9442 DESIGN OF BORDER FLAT BEAM - SPAN = 16'- 0 Fy = 36 Ksi -Using A53 Grade B-Steel Fy=36 KSI Span= 16 ft M= 77.29 x 256.00 = 2473.18 lbs-ft 8 Then M = 29678.16 Ib-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Srqr = 29.68 = 1.25 in3 23.76 Then try with: (1)STEEL TRUSS H=8"-PIPE-1"-SCH.40 SXX= 2.85 in3 > 1.25 o.k THEN USE (1)STEEL TRUSS H=8"-PIPE-1"-SCH.40 VERIFY CRITICAL TRUSS TO WALL CONNECTION- SHEAR & TENSION Moment= 103874 Ib-in H= 24 in T=C= 4328 lbs Per Each Plate S= 1237 Tension= 4328 lbs Per Each Plate 4,60600 • • SSSS •• Shear= ••••618 lbs Per Each Plate • • • • Try using= (2)1/2"Wedge Bolt Anchor(Min.embed.4")per plate on exist.Conc.Wall-See Attached NOA : • •• Spacing Between Bolts= 6 = 6 in 100% •S�t DESIGN"' •""' Edge Distance= > 6 in 100% "•"' ' ;••+•; TENSION •"'•. .'"•. ' • Ru= 2525 X 2 X 100% •s•• •sos SSSS• 5050 lbs > 4328 lbs •••••• • +• ••••• SHEAR o• so Soso SSSS•• Ru= 2220 x 2 x 100% **see* • •o 4440 lbs > 618 lbs i • i w • ••••i• +SSSS• OX CHECKING BIAXIAL STRESSES *.so ; . ... ;o•'•; 4328 + 618 = 1.00 < •••? ; o.k 5050 4440 Then use : (2)112"Wedge Bolt Anchor(Min. embed.4")per plate on exist.Conc.Wall-See Attached NOA ems. I. NO", P E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 PHONE#(305)253-9442 FLORIDA P.E. #6834 X015 - AFF= 7 ft X 16 ft 112 ft' GCp( 1 ) = - 1 .5 - AS OVERHANG R 24" � n n g 0= 1 H= 24" Sxx= 9.77 in' CRITICAL CANTILEVER BEAM — SPAN = 7' sees *00 •••• onto.. . . sees.. •sees sees.. .sets. sees.. sees sees . . • • • sees ••.. ••••. . . w s=3.5 sees.. .. sees. t t t t t sees sees sees.. sees.. 0= In • • • • ,soot• tees•• 8ytoot.• • • • H= 8" ••• • • •.• • • 16 Sxx= 2.85 in' Rf Rf CRITICAL FLAT BEAM SPAN = 16' S O e T O — — — (2) 0 1/2" (4" MIN. EMB.) e= SPACING BETWEEN BOLTS= 6" CRITICAL BEAM TO WALL CONNECTION EDGE DISTANCE > 6" CWS 1. P.E Florida RE#: 68447 3155 5W 134th Street,#119,Miami,Florida 33186- Phone-Fax#(305)253-9442 DESIGN CR1'TERIA & APPLICABLE CODES- CANOPY 15'-6"X10'-3" -F.B.0 2094 -A.LS.C.9th EDITION -A.S.C.E 7-10 WIND LOAD CAL CULA TIONS-Z < 60 ft WIND CODE= SCE 7-10 W INDSPEED= 105 MPH -FBC 2010-3105.4.2.1 MEAN ROOF HEIGHT: Z= < 60 ft EXPOSURE CATEGOR` "C" -FBC 2010-3105.4.2.1 EFFECTIVE AREA= 15 ft X 10 ft = 150 ft2 Kzt= 1 Section 26.8-2 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 Kz= 0.85 -Table 30.3-1 ASCE 7-10 qh= (.00256*Kz*Kzt Kd*V2 -Section 30.3-1 20.39 psf And: 000000 GCp(1)= -1.10 -Fig.30.4-2A -Using 150 SQF -AS ROOF ••• •••• ..•... Gcpi(1)= 0.55 -Table 26.11-1-Partially Open Buldings •• • . •• •• Pdesign= (h*(GCp-Gcpi) 009.00 •0190• •90019 -33.6 psf -CRITICAL 000000 • • • CHECKING LOAD)S COMBINATIONS. -ASCE 7-10 •• .... .... . . Live Load-L= 5 psf -DES/GN LOADS PER ASCE 7-90 *see •••• 00000 Dead Load-D= 8 psf -DESIGN LOADS PERASCE7--1000• 9 00.9.0 • •• 00 • W= -33.6 psf •• .• 0000 9.0••0 1: D= 8.0 psf 0000•• • 90 2: D+L= 13.0 psf • • . % ••••% • 3.- D+0.75L= 11.8 psf . 9 • • • 4: D+0.6W= -12.2 psf • • •0•"• 5: 0+0.75L+0.5W= -8.4 psf • • • 6: o.eo+0.6W= -15.4 psf SO USE: W= -15.4 psf LOAD ON CRITICAL JOIST- SPAN SUPP. = 10'-3"+ CANT. SPAN= 5'-0 W= -15.4 psf * 5.12 ft -78.8 Ib/ft LOAD ON CRITII;AL RAFTER TRUSS- SPAN= 10'-3" Rf= -78.8 Ib/ft * 10.25 ft -807.6 Ibs LOAD ON CRITII;AL COLUMN 2-112"DIAM. PIPE SCH. 40 -H= 8'-0 -15.4 psf * 53 SQF -815.6 lbs -TENSION 689.0 lbs -COMPRESION(13 psf Gravity Load) DESIGN OF CI UTICAL JOIST- SPAN SUPP. = 10=Y'+ CANT. SPAN = 5=O Fy = 36 Ksi -Using A53 Steel-Fy=36 ksi Checking span t etween supports: Span= 10.5 ft M= 78.8 x 110.25 = 1085.77 Ib-ft 8 Checking Cantilever Span: Span= 5 ft M= 78.8 x 25.00 = 984.83 Ib-ft 2 Then M = 13.03 Kip-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Fb(Welding Elements)= = 23.76 Ksi Ksi Then Srqr = 13.03 = 0.55 in3 23.76 Then trywith: (1)STEEL BEAM H=8"-1"DIAM.PIPE SCH.40 Sxx= 2.85 in3 > I 0:r55 THEN USE Q)��BF�4M�1/'i��.PIPE SCH.4 �!CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 .. ...n...ne9 AA Al 0444 t. P.E Florida P.E#: 68447 13155 SW 134th Street,#119,Miami,Florida 33186-Phone-Fax#(305) 253-9442 DESIGN OF CRITICAL RAFTER TRUSS - SPAN = 10'- 3" Fy = 36 Ksi -Using A53 Steel-Fy=36 ksi Checking span between supports: Span= 10.25 ft M= 10.3 x 807.56 = 2069.37 Ib-ft 4 Then M = 24832.41 Ib-in M = 24.83 Kip-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Fb(Welding Elements)= = 23.76 Ksi Ksi Then Srqr = 24.83 = 1.05 in3 23.76 Then trywith: (1)STEEL BEAM H=16"-1"DIAM.PIPE SCH.40 Sxx= 6.79 > 1.05 in3 THEN USE (1)STEEL BEAM H=16"-1"DIAM.PIPE SCH.40 DESIGN OF CRITICAL COLUMN 2-112"DIAM. PIPE SCH. 40 - H= 8`- 0 a.-CHECKING COMPRESSION(CRITICAL) � � •����• ������ Fy = 36 Ksi -Using A53 Steel-Fy=36 ksi . . . Type Load(lbs)-Gravity Uplift(lbs) �'lieig�h(FT) ;�:::. •••::• 1 689.00 815.56 Nominal Size I A in2) rYY in L(in) K(Factor) KL(in) I KL/r InN ab.3-36 I1D2'I • • 2-1n^DIAM PIPE SCH.40 1 1.70 0.95 1 96.00 1.25 120.00 1 126 ••49.41 wl%07 ••••• Use for critical Column = 2-1/2"DIAM PIPE SCH.40 Pa= 15997 •••••r • 6!!g 60606 Then: A rq'd= 815.56 / 21600.00 = ••••%04 0 ireo2 • And 0.04 < 1.70 O_K • i • • ••••i• b.-CHECKING WELDING CONNECTION COLUMN TO EMBEDDDED BASE PLATE • . :�'•" Using 3/16"-E70XX Electrodes •.• i • 000 i6.00i Then Length of Weld= 0.82 = 0.29 *.Ah: 0.928 x 3 Therefore: 0.29 inch < 6.20 inch o.k S.F= 21.16 c.-CHECKING BASE PLATE Critical Tension= 816 lbs Per Each Plate Try using= (4)1/2"Wedge Bolt Anchor(Min.embed.4")per plate ON EXISTING Concrete Slab-see Attached NOA Spacing Between Bolts= 4 < 6 in 67% -FULL DESIGN Edge distance= > 6 in 100% -FULL DESIGN TENSION Ru= 2525 x 4 x 67% 6733 lbs > 816 lbs Then use : (4)1/2"Wedge Bolt Anchor(Min.embed.4")per plate ON EXISTING Concrete Slab-see Attached NOA CHECKING LEDGER 1" DIAM PIPE SCH. 40 W. (1) 3/8"DIAM.WEDGE BOLT ANCHOR @ 16" O.0 Shear on Joist= 414 lbs Per Each Plate Try using= (1)3/8"Wedge Bolt Anchor @ 16"O.0(Min.embed.2-1/2")per plate ON EXISTING Concrete Wall)-see Attached NOA Spacing Between Bolts= 12 > 4.5 in 100% -FULL DESIGN Edge distance= > 4.5 in 100% -FULL DESIGN TENSION Ru= 1370 x 2 x 100% 2740 lbs > 414 lbs Then use: (1)3/8"Wedge Bolt Anchor @ 16"O.0(Min.embed.2.1/2")per plate ON EXISTING Concrete Wall]-see Attached NOA CVW I. &4uuo P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI.FL 33186 PHONE#(305)253-9442 FLORIDA P.E. #684 r2015 AFF= 15 x 10= 150 sqf GCp( 1 ) = — 1 . 1 — AS ROOF Rf 16" 0= 1" 10.25 H= 16" Rc Rc Sxx= 6.79 in' CRITICAL CURB TRUSS- SPAN = 10'-30:•'; •••;:• ...... .... ...... w(s=5.12') .... .... :....; t t f t t t t t t .... .... ..... . . ...... . .. ..... .. .. .... ...... 16 . . . . ...... . . ...... 10.5 5 •• • Rf Rf 0= 1" H= 8" Sxx= 2.85 in3 CRITICAL FLAT JOIST SPAN = 10-3 SUPP. = 5' CANT.) tu 02-1/2" PIPE A= 1.70 in2 r—xy= .95 in 8' 96 Aff= 53 ft2 CRITICAL COLUMN HEIGHT - 8'-0 .. .. . • . % .. . . . . . • . . . . . PRODUCT DESCRIPTION: THE WEDGE•8OLT ANCHOR IS A UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGN �i ETON G R • p' oa 2 "- CONCRETE lT IS A VERSATILE,HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE.IT IS AVAILL wI i A, INISHE •F�t • • :•:04 •• O HEAD IN 1/4'.378'.Vr,SnF AN0314•DIAMETERS.THE WEDGE-BOLT ANCHOR IS A ONE-PIECE U%T FWMrCbF@OM TH§OU`H •• • • HARDENED STEEL WITH A FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHER A DUAL L�4D jF04I:AD•AND A%'~ERED• • • • ) -1U ` TIP.THE CARBON STEEL VERSION OF THE ANCHOR IS LNC-PLATED FOR CORROSION RESISTANCE WITH.M1IBUPPLEMrWAL •. ••• • WEDGE-BOLT ANCHOR '�^E _ c CHROMATE RMSH IN ACCORDANCE WITH ASTM B 633. QJ va . GENERAL NOTES: _ � S� € 1. THESE APPROVAL DOCt1NEM5 REPRESENT A POWER WEDGE-BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR THE I �A v ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DAOE COUNTY PRODUCT CONTROL DIVISIOAIdR•HE*IIGH•ELOL" 000 •• p st ` HURRICANE ZONE NW)OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. . • • • • • • . • `J 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED INSo ALt/ATf•N IASTRUC•IANS '. • 1 32 ,B p rg y AND THIS MIAMI-DADE COUNTY BCCO NOTICE OF ACCEPTACE.THE WEDGE-BOLT ANCHOR HOLE MUST alt DRILL@D LQ;INN A. ,• . • SPECIAL MATCHED TOLERANCE WEDGE-BIT.TO INSTALL THE ANCHOR,PRESS THE CHAMFERED TI"THE4kNdl WOR SHROMH O 000 •• X THE FIXTURE INTO THE HOLE-AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH.AS THE ANCHOR IS TIGHTENED ' ^�'# INTO THE HOLE.THE REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THE WALL OF THE HOLE.THE DUAL LEAD THREAD IS/ ) tlsi 6 M FORED WITH A HIGH HELIX ANGLE FOR FAST ENTRY AND ADVANCING.A SPECIALLY DESIGNED RELIEF THREAD FORMED IN THE r / Zo., BODY OF THE ANCHOR ALLOWS EASY TIGHTENING.FOR EASE OF IDENTIFICATION AFTER INSTALLATION,rHE HEAD OF THE ' A= LENGTH B=D I A ME T E R ANCHOR IS STAMPED WITH BOTH THE DIAMETER AND LENGTH ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE I 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. / 4 THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION. 5 USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIG15-23 OF THE FLORIDA ADMINISTRATIVE CODE O l; V ov E 6. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. � r o ? wwi,,ovre $ TABLE No.1 WEDGE-BOLT ANCHOR-Allowable Loads. m W LU LU Anchor Embedment 2000 Psi•Convcte 3000 psi Concrete 4000 psi Convete 5000 psi Concrete 6000 psi Concrete 1 4u Site / Depth Tendon Shear r Tension Shear Tension Shear Tension Shear Tension Shear LLQ F.- (inch (inches) (pounds) (pounds) (pounds) (pounds) kD c (P ) (P°^ ) 1P ) (P ) (pounds) (pounds) (pounds) (Pounds) (pounds) (prnrrnls) 1 180 260. 260 ' 390 335 520 375 560 415 600 11,j3 4a. Z 1-I/2 360• 550 450 550 . 535 550 580 590 620 625 II 1/4 v 2 6� 550 795 550 985 550 1.115 640 1,245 730 2-1/2 080 550 1.025 550 1,165 550 1,240 640 1,315 730 John W.Knezr . 1-1/2 475 845 555 1,010 630 1,170 695 1,440 760 1,710 TABLE No.2 WEDGE-BOLT ANCHOR-Allowable 5 acin and Edge Distance. 2 750 1,110 865 1,190 980 11270 1,140 1.490 1,300 L,710 DISTANCE FOR FULL ANCHOR DISTANCE FOR REDUCED ANCHOR REDUCTION o CAPACITY(Critical Distance)' CAPACITY (Minimum Distance)e FACTORS 3/$ 2-1/2 11025 1.7711 I.I80 1.370 1,330 1,370 1,585 1.540 1,835 1,710 ` • 3 1,450 1,425 1,695 1,455 1,935 L4B0 2,205 1,595 2,475 1,710 SPACING BETWEEN ANCHDtS-TENSION 12d X 4d r 0.50 r 3-1/2 1,875 1.475 2,205 1.535 2535 1,590 2,825 1,650 3,110 I,7I0 SPACING BETWEEN ANCHORS-SHEAR 12d 4d 0.75-' /, 1 13 7D[ e EDGE DISTANCE - TENSION Bd Y 3cl 0.70 2 715 1.930 850 1,570 905 1,705 1.090 1.945 1,195 2.185 5 r 2-1/2, 1.025 1,670 1.165 1,775 1,300 1,875 1.460 2,075 1.620 2,270 FAGS DISTANCE -SFIEAR ' l2d/ 3d ' 0.15 1 o i 1/2 3 1.480 1,790 1,715 1.945 1.950 2.095 2,150 2.185 2,345 2,270 g 1- The listed values are the minimum distances required to obtain the load values fisted in Table No. 1. 3-I/2 1,515 . 2,165 I,B20 2.220 2,120 2.270 2.550 2.335 2,975 2.400 'd'equals Anchor Diameter. When adjacent anchors ore different sizes or embedments, use largest value of 'd' 4 1,890 2,165 2,525 2,220 3,155 2,270 3,155 2,335 3,155 2,400 2- The listed values are the minimum distances at which the anchor can be set, when load values are 'a adjusted appropriately. p r, x I 2-t/2 055 1•.00 !3.9 2,255 1•!80 2.705 1,455 3.030 1.725 3,350 'rn 3- load values in the tables ore multiplied by the reduction factor when anchors are installed at the a 3 1,140 2.325 2,690 1,845 31055 2.045 3,305 2,240 3.550 minimum distance listed. Linear interpolation may be used for spacing or edge distances between the/ 5D •5/8 4 2,060 3.145 crilk.l and m;n,mum distances. Multiple reduction factors far more than one spacing or edge distance r a 3,420 3,190 3.690 3.385 3,835 3.580 3,980 shall be calculated separately and multiplied. r i 5 3.325 3.750 4,010 4555 4,270 4.885 4.355 5,215 4,440 7 3 LOBO 3,005 3.420 1,620 3,035 1,900 4,265 2.175 4.695 4ILI 11 a. -3/4 1,78^ 3,630 4,590 3.035 5,550 3.270 5,630 3,505 5,705 0 f'RI1I•UCT"rNL•••'i::0 S 2.875 4,690 5,400 ],755 6,110 4,305 6.150 4,850 6,190 44F.tdyfudwrl4:h-P+: I• a 6 7,885 5,795 NuId61g Cllr 05/18/20. 6,210 b,q 75 6.670 5,755 6.670 6,190 6,670 plc rmw MvO -d c.I! F FMdnW,, - ,, AS NOTED 1- Allowable Loads are based an Ultimate Load divided by 4:1 solely factor. y„ B 2- Spc=q and edge distance shall be in accordance with Table No, 2. -._... e _ 1.lfvW_ 06-387 sheet I of CHAPTER 30 WIND LOADS-COMPONENTS AND CLADDING 'Components e Cladding hS60ft. Figure 62 Enclosed, Exfernal Pressure=<6e$i ems;GC Enclosed,Partiilly Enclosed Buildings Gable Roofs 07' I I I I I I B I I Oi © (D iO h I I I I I I I I 10 100 a 10 100 •3.2 L) •3.2 zaRoof z.a z e 3 Overhan 2.8 CL U 2.6 C) •2.6 C7 •2.4 2.4 C -2.2 O •2.2 •2.0 .2.0 V •i.B •18 � •1.B I 2 O1.6 in i.6 1 6 (� 1.4 d •1.4 L •1.2 I d 1.2t.t 1.0 i:a ca .1,0 -0.8 o.9 .0.8 •0.8 CL .0.6 a -0.6 •0,4 w 1 10 K ,50 10te200 500eltV see*:* •0.2 (0.1) (0.9) 1191 14 1'19.31118.6} ►4�S119,2�1'a �. X 0 , z , Effective Wind A,rea,:i!(rT •..•.• W X0.2 ,0.2 ...... r0.4 +0.3 •see sees • • ro.6 see• see• ees•• 2!� 10 20 50 100 200 5001000 sees•• • •• •••••� (0.1) (0.9) (19) (4.61 (9.3)(18.6) (46.5)(92.9) ewes• •e�eee sees•• Effective Wind Area,ft 2 (nt e�•� a •• . . . . ...... Notes: • • • . ....... I. Vertical scale denotes GC,to be used with gh. 2. Horizontal scale denotes effective wind area,in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. If a parapet equal to or higher than 3 ft(0.9m)is provided around the perimeter of the roof with 0 S 7, 11 the negative values of GCp in Zone 3 shall be equal to those for Zone 2 and positive values of OC,in Zones 2 and 3 shall be set equal to those for.wall Zones 4 and 5 respectively in Figure 30:4-1. 6. Values of GCp for roof overhangs include pressure contributions from both upper and lower surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less:ithan either 4%of least horizontal dimension or 3 ft(0.9 m). h; Eave height shall be used for 0 5 10°. 0: Angle of plane of roof from horizontal,in degrees, 336 i 1-89 PIPE Dimensions and properties Well; Properties Dimensions per Foot p Nominal Outside Inside Wall Lbs. A i S r Diameter Diameter Diameter Thickness Plain M.2 In! In.3 In. In. In. In. In. Ends Standard Weight 1/2 .840 .622 .109 .85 .250 .017 .041 .261 a/4 1.050 .824 .113 1.13 .333 .037 .071 .334 1 1.315 1.049 .133 1.68 .494 .087 .133 .4_21 11/a 1.660 1.380 ,140 2.2� .669 .195 .235 54Q• 11/2 1.900 1.610 .145 2.72 .799 .310 .326 .623, 2' 2.375 2.067 .154 3.65 1.0.7 .6601 .561 X787. 21/z 2.875 2.469 .203 5.79 >r.70: :53 1.06 3 - 3.500 3.668", .216' 7.58 2.23 3.02 132 : 1.16 31/z 4.000 3.548 .226 9.11 2.68 4.79 2.39 1.34 4.500 - 4.026 .233, ' 10.79 3.17.,' 7.23 3.21 5.563 5.047 �2 58.i 14.62 4.30 15`. 5.45 i 8 6.625 6.065 .280 18-97 5 .1 8.5 '2.25 r..�.. I �� 8.625' 7.981 .3Z2�, 28.55 8.40 2. 16.8 2.94 i 10 10:750 10.020 .365 40.4.8 11.9 161 29:9 3.67 ,j 12 12.750 12.000 .375, 49.56 14.6 279 ! 43.8 4.38 11 r� d Extra Strong �G 1/z .840 .546 .147 1.09 .320 �. 0 .04 .250 i 3/4 1.050 .742 .154 1.47 .433 .045 .085 .321 1 1.315 .957 .179 2.17 .639 .106 .161 .407 11/4 1.660 1.278 .191 3.00 .881 .242 .291 .524 ! 1.900 1.500 .200 3.63 1.07 .391 .412 .605 11/z _ 2.375 1.939 .218 5.02 1.48 .868 31] .766 2 T .875 2.323 .276 7.66 2.25 1.92 1. 4 .924 9 u "N/z kr 'i 3.500 2.900 .300 10.25 3.02 3.89 2.23 1.14 t i '•" 4.000 3.364 .318 12.50 3.68 6.28 3.14 1.31 ,; Y 4.500, 3,826 .337 14.98 4.41' 9.61 4.27 C 1:48,: - 5.563 4.813 "x.37_5} 20.78 6:11 20.7 7.43 F94 = � ,e.•«, ,". 5.625 5.761 .432 28.57 8.40 40.5 12.2 2.19 8.625 7.625 .500 43.39 12.8 106 24.5 2.88 ''31010.750 9.750 .500 54.74�0-16":j •21£ • 89.4. •3.63 d 12.750 11;750 .500 65.42 19.2 • 36: • 96.4 4.33 :t ay:: :.F; • • • • • • • c • Double-Extra Strong•• 66* •• • • • •• 2 2.375 1.503 .436 9.03 2.66 1.31 ' 703 { 2 2.875 1.771 .552 13.6% •4403 i?I:87• 2.00•q .544 ! j ' 3 3.500 2.300 .600 18.!1$ 5.47 •5.9t 3.4'j• tDl 4 4.500 3.152 .674 27.54. - D 5.563 4.063 .750.. 38.516• 14.3 83.6f 12.1 • L*02 :6 6:625 4.897 .864 53.16 15.6 66.3/ 20.0 2.06 y 8 8.625 6.875 .875 72.42 21.3 162 37.6 2.76 ' The listed sections are available in conformance with A:STW Spe MfiUtVn 13 O r• : 6 or A501. Other sections are made to these specyfica:ogs.•Consult ivith pipe• manufacturers or distributors for availability. • we •• • • • •• •• ;! 9 A• C Ot/^��t vII.1CTiTt iTC !1C CTCCt r'AI.tCTt>.t/�TtI�M w - q- • SEP 0 Z01 f�tEVIS1G) ��Y � `r GENERAL NOTES: DETAIL A D7=TAIL f5 DETAIL G DETAIL. P I p _ 12-r j 2-r - ALL STRUCTURAL MO BE FULLY WELDED SCH 40 GALV. STEEL PIPE A53—Fy= 36 ksi 12A L L Y— 0 1 0 1 2 6 T 4" 6 T 4" 2 a I o P / r r TY 1/8" 2- X 2- X 1/4- PLATE 6- X 2- X 1/4" PLATE 6- X 2" X 1/4- PLATE — ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. ATTACHED To ATTACHED To ATTACHED TO fg: — ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2014 FLORIDA CONCRETE WALL CONCRETE WALL CONCRETE WALL ATTACHED TO WALL LLI id W/ 3/8"WEDGE BOLT W/(2) 1/2- /2- WEDGE BOLT W/(2) 1/2" /2" WEDGE BOLT / 3/8"x 2-1/2" BOLTS ^ i•5 BUILDING CODE AND ASCE 7-10, V=105 MPH, Exposure = "C" MIN. EMBED 2-1/2- MIN. EMBED 4" MIN. EMBED 4" THRU PIPE 0 16- O.0 — NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. D{=TAIL E s — CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING = 75 IS ISSUED (FBC 3105.4.2.1) h o — ALL STRUCTURAL STEEL TO BE A-500 GRADE B Ta�6 m U — THE AWNING MUST BE ATTACHED TO THE EXISTING CONCRETE i WALL (DONE BY OTHERS). v a a 6- X 6- X :J- PLATE (1) U c ATTACHED TO ALL PIPES TO BE �1" SCH. 40. U.N.O U g CONCRETE SLAB W/ 1/2- X 4- MIN. EMBED WEDGE BOLT ANCHORS W Q h 06 m 0 Z m �i Od Z Q N • z 3 >� Z •• .. s • D •• p .Geese ssGso* • DG �,.3 •.... �.0*09. ;...,; 5 X64 �" :o � �r •9:..' LU ....,. ' U &L 00 LL A O a0 •u►• 9496:. U OG J Of • 9 • li l9�• •••••• 0) H. O. LU �.�; • • A WEBS J, LL U 0- H. 40. ALL LU U) 0 U-) Q _ af � I— a L g f5 SHEET DESCRIPTION ISOMETRIC 07�" SCH. 40. � 02-1/2" SCH. 40. '< ALL WEBS , - _-_ SHEET: 1 of 1 ALL PIPES TO BE 01 " SCH. 40. U.N.O Y '\ 8'-0 MIN. A P P R 0I', BY L ati2-7/2" SCH. 40. 4 17 ZONING DEQ �, V BLDG DEPT �) , T TO COM 'I I CE WITH ALL FEDERALJ STATE AND COUNTY RULES AND REGULATIONS