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MC-05-61Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) fl g Owner's Address -/-3/10 / ' ©ma/ - City gaily dil ® ' , State 7°1- a Zip J�Tenant/Lessee Name 1/ ECEllIft MAY 1 0 2005 Phone # Roofmg 9z< g2_ z Job Address (where the work is being done) City Miami Shores Villa e Is Building Historically Designated YES NO i1644 6 &r,i(°6.9 Phone # ”/2D Am. 2i).1 Ate- County Miami -Dade Zip Contractor's Company Name A f Contractor's Address f City a e a r :@ral State z (� t Zip Phone # Ci 1 a s.4 Qualifier State Certificate or Registration No. 0 At 19.t-( c7 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4 iV1 tom® Type of Work: ['Addition Describe Work: / A Phone # 9s) Lg 2- it)lX Square Footage Of Work: ['Alteration ew ❑ Repair/Replace ❑ Demolition Submittal Fee Notary $ `% Training/Education Fee $ Scanning $ Radon $ Zoning * * * * * * * * * ** F * * * * *�r *�F******* ******* Permit Fee $ Code Enforcement $ CCF $Q CO /CC Technology Fee $ ri Bond $ Structural Plan Review, $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage.Leilder's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR • ;LENDER , OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no approv. and a reinspection fee will be charged Signatu Own A:ent MeWe_ nne�r� -xtAelizzL,/ The foregoing instrument was acknowledged before me this The fore day of 4110 , 20 by 6.C.C4941 S who is personally NOTARY PUBLIC: Sign: Print: ho has produced As identification and who did take an oath. swan Schaffer -, My commission DD280181 .s, OF Expires January t 7fOR day of Contractor oing instrument was acknowledged before me this 6 , 20e5by 19.17V Lam,- Heyklr who is personally known to me_"� =: ho- h�ieed ��✓ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ✓noe✓n/6-,2. My Commission Expires: My Comm Expires. 00e4f EXPIRES: May 20, 2005 * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * * + **** APPLICATION APPROVED BY: h Plans Examiner ohc 05/13/03 Engineer Zoning Inspection Worksheet Miami Shores Vilill?age 10050 N.E. 2nd Avenue Miann' ii Shores, FL Phone: 305)795 -2204 Fax: (3(305)756 -8972 Inspection Date: 02/22/2006 Inspector: Perez, JanPierre Owner: LLC, MSVC Job Address: 9450 2 Avenue NE Miami Shores Village, FL Project <NONE> Contractor. UNITED HVAC SERVICES INC. Building Department Comments Permit Type: Commercial Construction Inspection Type: Final Work Classification: New Phone Number (786)344 -8124 Parcel Number 1132060132780 Block: Lot: Phone: 305-625-2401 Passes Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Wednesday, February 22, 2006 Page 1 of 2 COOL WAVE AIR CONDITIONING 16371 SW 83 Lane Miami Florida 33193 3/23/2005 To: City Miami Shores Village 10050 NE 2" Avenue Miami Shores Florida Attn: Mechanical Dept Ref: Permit Number MC2005 -30 Job Address: 9450 N E 2" Avenue Certified that on date 212712005 we are set up the equipment required for the refreigerant recovery and performed the evacuation of refrigerant from 2 unit central air conditioning 5 tons each and 2 central air conditioning 3 tons each, for demolition this site. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/18/2005 Applicant: MSVC LLC Owner: JOB ADDRESS: 9450 NE 2 Contractor RONLO, INC. Local Phone: 305/519 -2511 Parcel # 1132060132780 Building Permit Permit Number: BP2005 -693 Page 1 of 1 AVE Contractor's Address: 17632 FRANJO ROAD Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1- 2 -3-4- & 5 BLK 21 LOT SIZE Fees: Description Amount FEE2005 -6122 Building Fee $1,607.00 FEE2005 -6123 CCF $32.40 FEE2005 -6125 Training and Education Fee $10.80 FEE2005 -6132 Technology Fee $40.18 Total Fees: $1,690.38 Total Feed 1,690.38 Total Receipts: $0.00 IcncLe3, Permit Status: APPROVED Permit Expiration: 11 /6/2005 Construction Value: $53,576.00 Work: SITE WORK PARKING LOT DRAINAGE C nY 18 PAID Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: RAMMS ENGINEERING, INC. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 78 St. Suite # 311 Hialeah, FL 33018 (305) 8224141 Mi L "F1-47r24 1.4014\9Z° 44' 2'1 . <, 1; u12 tt 41 2--S' 14-1-7 V 1�7 46;24) 00 X2.4 ( 614 d: 10e) ez (66e-t 6e 16„.}Fi.61 9tf24 $44Akt djejA �r yvitwc, 1 Sk/ 4---....____ )l & !( O2 M0144,Sx11-7* --- 1,2, 4- t (s) 1.. 0113° t 177 2. 1 4 1 c 1 dne 1i 7 tcafx2 1405.-C9: Ifekee4 �J� 4- 1.4(-11,1/a1,1 'tom r k M t1- t ) W2..5 Le te A0019 aStiQF cc iS77 1/311,_ 46 -2,26 I I 1-/551 kif--( 4 D " aljPz-14- tr, 4.e g25--1 04, -7- 1D? 5911a0 /AA inAt .? 1iU " grEE L /e5In24----- 11# 4)144. 11 42.42t7c1, 9k-c-7-rreEL. tz4f-dizt N.1-)9 AILL 42(1c-AX--, muas CIND-e_aiorz_ / cOae.ti■ft---z- Oe.,11)44- UN! tfoakt 2(3 10‹ f -z-,549(3- 4 i7.1A- 60A/101kiD :50714-2C? '22S4 6c) MEDIUM STILE NON - IMPACT Ex • Tres: 04102/2006 MD.NOA #01.0226.05 FL2085 MI A M I•DADE MIAMI -DADE COUNTY. FLORID.' METRO..t -ACE FLAGLER 3U'LD^ PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.'W. 67th Street Tamarac ,FL 33321 Your application for Notice of Acceptance (NOA) of: Series Medium Stile Outssving Aluminum Storefront Doors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER I3UILDIXC 140 %VEST F1 :AGLER STREET. SUITE 160. MIAMI. FLORIDA 33130 -156: (305) 375 -2901 FAX (305) 375-290. CON'I'RACrott t.ICENSIN(:.SLc riot (305) 375 -2527 FAX (305) 375-2558 Col R \Croft E:NFOIt('ENIE:\ I' D[VIS10\ (305) 375-2966 FAX (305) 375-2911S I'RODt1Cr CONTROL. DIVISION (305) 375 -2902 FAX (305) 372.6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0226.05 EXPIRES: 04 /02/2006 Raul Rodriguez Chief Product Control Division THIS IS TIME COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 04/19/2001 50450001\pc2000 \cempiates\notice acceptance cover page.dot Francisco J. Quintana. R.A. Dirt:c:or Miami -I:adc County I3uilciing Conte Compliance Office Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0226.05 1. - SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0529.06, which was issued on April 02, 1998. approves aluminum storefront doors, as described in Section 2 of this Notice of Acceptant designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Da County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Outswing Aluminum Storefront Doors with Transom and i components shall be constructed in strict compliance with the following documents: Drawing i` MS100 -NOA, titled "Arch Medium Stile Door with Transom Frame, %" Tempered Glass and Point Lock" Sheets 1 through 5 of 5 dated 12/8/97, signed and sealed by William D. Cook, P.E bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptant number and approval date by the Miami -Dade County Product Control Division. These documen shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with and without transom, as shown in approved drawings. Single door units shall include aII components described in the active leaf of this approval. 3.1 For Design Pressure Rating vs. Door Size and Configuration, see Comparative Analysis Table in Sheet 5 of approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this unit will require a hurricane protective system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Fiorida Building Code (SFBC) in order to properly evaluate the instant Lion of this system.- Man el Perez, P.L. Product :rol Examiner Prod. ' ontrc: Di•.ision APPROVED • APR 1 9 200t EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Arch Aluminum & Glass L.C. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 01- 0226.05 APPROVED APR 1 9 2001 EXPIRES April 02. 2006 STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, ar; no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section or this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this.last page 3. Many l Perez, P. E., Product Co d Examiner Prod Control Division END OF THIS ACCEPTANCE 3 3/4' 39 1/2' G<, 5 r 75 1/2' man frame elzo MAXI 39 1/2' max trrn atze ' I I - trAbe max m Abe -.� 75 1/2• max frame alai 10.. 1 ,113' TYP. 1 f I ii 3/4" J FIFV. 'n' PRODUCT RENEWED �': EWLQICENn �t -a 22 { 4 // to /� 1 — — / //` / 97 /// ° // �• \ /i0 \ g OF?TINAT1ONDATE APRIL• c22oay — — , j - Nur O 8:}1//ii,MIAL-comizis \\ \\ D i \ \ �' \\ \ \\ / / / / / / / / / 4 / / / ( \ \\ \ \ \\ \ a DIM t 'WOE \ \ \ 34' \\ -\ » "••�OvES AS COURTING Ivml on sawn rta3Iaa auaGUx CODE g, am 1ac n aOUC(c�ufOOt DIVISION BUILDING CODE COMWUANCE OT TO ACCEPTANCE NB.q`1-/A5c9•D(o 1120'_ /` 0 BUTTS LI7` ROTCN \\ 3 x \ 0 \ �Il 2i / 12o'r �\ \ .... ; O \,1 df ` la // — — j/ / \ ,1P I I `V io e3 \ \ \ \ I LL 34' 38' MAX OR.OPNG co . 34' ` / al 34' ' / CV Aluminum & Glass \ \\ \ \ ; 2 ,0200 N. Fl.B� Phone:800432 -8132 Fax: 054- 7249299 , Y - - -- ``� • 12° MAX m3UMP17t ms4DDLE 1 I I "' THRESHOLD THRESHOLD • 72' MAX DOOR OPENING B. 38' MAX OR OPN` SIGNING ENGINEER \O\D L ti .y HAW lYlTom D. Cook It ZB N 72' MAX ponR OPENING 751iPUVE 5&uchRd fnghaer RE y ► Fl FV. 'C' •: A. L.. Bromley PE.. Inc. 2004 NE 49th SL Ft Lauderdale, FL FL EY. 7i DESIGN PREASSURE-. -75 / +75 • • ON TESTED DOOR 72 X 98 PAIR FOR OTHER PREASSURES ON :IFFERENT SIZES NOTE ALL DETAILS FOR ELEV. B. C, do D ARE SEE ANNALYSIS TABLE ON PAGE 5 OF 5 THE SAME AS ELEV. A UNLESS OTHERWISE SHOWN. • ORAWNBTG EESCRIP90H ARCH MEDIUM STILE DOOR WITH TRANSOM DRAWN ETT' gJI'fl DATE: 12/8/17 FRAME, 1/4• WaON 4QE TEMPERED GLASS, MO 3 POINT LOCK DRAWING NO. 115100 -NOA SHEET N0. 1 OF 5 L (SHEET NO. I OF 5 R FTL LAB/ 1510 LE� 98 -105 FILE/ No. 115100 -N CN SHEET slr NO. 1 OF 5 0� ALL CORNER CONSTRUCTION ON FRAME ARE SCREW SPUME ATTACHED WITH #8 P115145 (2) PER JOINT LEGEND • ITEM ; PART; DESCRIPTION 1 AGA 5 TOP RAIL 3 1 /2" X 1 3/4' 8083 -T5 .094 WALL 2 AGA 113 GLASS STOP 13.416. X 9/16' 6063 —T5 .050 WALL 3 AGA 114 GLASS STOP 13/16' X 9/16' 8063 —T5 .050 WALL 4 H 64 NEOPRENE GASKET ALL CORNER CONSTRUCTION ON iT� DOORS ARE THRU BOLTED WITH 3/8' ROUND ROD WITH HEX NUTS 5 AGA 152 BOTTOM RAIL 5' X 1 374' 8083 -T5 .094 WALL 6 1040 4' SADDLE THRESHOLD 8083 -T5 .188 WALL 7 5 4510 4505 DOOR STOP 112" X 1 " 6083-T5 .062 WALL HEADER TUBE SCREW SPLINE ATTACHED 1 3%4" X 4 1/2` `� ►` —yJ 8063 -T5 .095- WALL �i 9 10 H -74 H 63 NEOPRENE BULB WEATHER STRIP WEDGE -IN NEOPRENE GASKET a -p a 12 13 HB2A - - -- 1%4 x 1/2' x 4' LG. ± 80 DUROMETER NEOPRENE . 5ETRNG BLOCKS AT 1 /4 POINTS 14 - - -- SEE FASTENER SCHEDULE ON O SHT 5 OF 5 FOR FASTENER (� L J E TYPE INTO SUBSTRATE TYPE PRODUCT RENEWED APPEtty'EO M COMPLYING YDTH Plr j �_ nCCt;rPTANCENa al- o1.16•o ty" sawn rwaloa OOUn e Cane OAT �' : 2 19 �' _. �f� }• ° m aD I I� t'1RATIONDATE AP2tt_oz tor( or // c� _.- © I•rt I +1t -� M t9 - Air By tf/ 0' ' •. �� �'Y" PDOOU� raw. D14ISI 'd WILDING .CODE E GPPI PIO -US I.� " ©�� _/ 1. •• ACCEPWICENO.Ci� / COMM • • tiI 1 Aluminum & Glass e IliiiIR 09 MIN. yy 7 g�gg� 10200N._FL83 921 emerElt:, Phone: 800 -432 -8132 Fax: 984- 724 -8293 1 4 MAX. HIM TYP. D ETA I BITE S SPACE D 0 T SIGNING ENGINEER 'NI, \ �\ . KALE Mom D. Cook FE mauve Strucivr& EnOw 1IEGGSTRA OV M7» 43904 A. L Bramlay PE, Inc. 2004 NE 49th SL Ft Laudardala, Fl. 0 BED OF SEALANT DRAWNIN0 OESSCRIPDON ARCH MEDIUM STILE C AWN 8Y: WE: 12 /a /G7 DOOR WITH TRANSOM 1/2' FRAME, 1/4' TEMPERED GLASS, AND 3 POINT LOCK Fn- , tarot n ME SEE FASTENER SCHEDULE ON SHT 5 OF 5 FOR FASTENER TYPE INTO SUBSTRATE TYPE DRAWING NO. N9100 -NOA SHEET NO. 2 OF 5 L L SHEET NO. 2 OF 5 R # 1510 REPORT, 3 FILE# 96 -105 DRAWING NO. M5100 -NO'1 SHEET NO. 2 OF 5 I LEGEND . frEM# PART# bFSCRIPTION • 19 4008 INSERT FLAT FILLER 6063 -T5 .078 WALL 20 4500 OPEN BACK JAMB 1 3/4" X 4 1/2'x6063 -T5 .090 WALL 21 4510 DOOR STOP 1/2" X 1 6063 -T5 .062 WALL 22 H 74 NEOPRENE WEATHER STRIP 23 AGA 73 HINGE STILE 3 1 2" X 1 3/4" 6063 -T5 .094 WALL 24 AGA 113 GLASS STOP 13 16" X 9 f 16" 6083 —T5 WALL Ebb. 25 AGA 114 .050 GLASS STOP 13 18" X 9/16" 6063 —T5 .050 WALL r r 28 H Y5 AD FLAT HINGE BACKUP PLATE 26a H 15 AF FIAT HINGE BACKUP PLATE 27 H 15 4 1jx 4" BUTT HINGE 28 TR 38 3/8 -18 THRU BOLT WITH NUTS (�`���"•• • w U. 29 AGA 150 ACTIVE STILE 3 1/2" X 1 3/4" 6063 -T5 .094 WALL ill 44, 30 AGA 155 INACTIVE LEAF 3 1/2" X 1 3/4" 6063 -T5 .125 WALL 31 780 -054 ROTON HINGE 32 H 26 TOP AND BOTTOM OFFSET PIVOT SET 33 14-14 INTERMEDIATE OFFSET PIVOT 34 S -PILE SCHLEGEL WEATHER STRIP PILE ET SEE SNT TYPE FASTENER SCHEDULE 5 OF 5 FOR INTO SUBSTRATE ON PRODUCT RENEWED FASTENER U ( -OL2b of TYPE AccEPrANCENo I malu10NDATE Arg-Ir• (11 264 �Al 01 / , _ . y APPROVED AS COLIPLYINO MTN THE SOUro FLORIDA DDILDIDG CODE d OAT 'ire 199R Y ./A PRO DROOL DIYIOA , MORN LODE COMPUANCE wig t pR,r r C, OTNER°I.. ' it APTAN nogg 'Q�G.Uo l ULD ••• CQDEOOMP]ANC r •: CAI Aluminum & Glass ' . ^_ 0200 N. l8n1EIrao, 8� Phone: 800-432-8132 Fax: 954 -724 8299 el:. iT-- -- ii Mi 4 A � /% '►u �.. `II r; Ill fl • -' _ 1, � 1 !� SIGNING ENGINEER MI Mom 0. Cook PE 0 r I 4: =ME Struclurol FiOder REGISIRiTX,W Na: 43904 rr 3/8' MIN. A L Bromley PE., Ina. GLASS 2004 NE 49th St. Ft Laudardala, Fl. BITE �� �\ DRAMA DESCRIPUON SEE INSETS 'A' AND 'B' FOR ALTERNATE ARCH MEDIUM STILE ' /8 /tl7 HINGE CONFIGURATIONS D ETA I DOOR WITH TRANSOM ME . A FRAME. 1/4' . D E t -i- H I TEMPERED GLASS, AND 3 POINT LOCK • DRAWING NO N2100 -110A SHEET NO. 3 OF 5 L SHEET NO. 3 OF 5 R HI. LABS 1510 REPORT/ 3 FILE# 98.-105 DRAWING NO. US100 —NOA WEE' NO. 3 OF 5 ___+ SEE FASTENER SCHEDULE ON SHP 8 CF 5 FOR FASTENER LEGEND Illa01L� 38 !L•>•IML1•GL�i�ARIVL !e11131W 111111 4505 0 rl• 1.-1: �G3f: DESCRIPTION HEADER TUB SCREW SPLINE ATTACHED 1 3%4" X 4 1/2" 8063 --T5 .095 WALL [iWJ iT4 '2 ' 1 608 -T5 .082 • ■ \l�, Ilklimmi TYP E INTO SUBSTRATE TYPE �51 �1o:11710.1i:L�1:lut: - t�r* �+' 111 11M INI17,r:l 1l? IO�ia1 :1:14.9:1•1U>/:l11.101lMIT-Ia rr 4 r r•� - 'IL - • ■ r / 'J _An__ DE I 6063 -T5 on WALL 4503 GLASS STOP 7j13' X 1 3/4" 6063 -T5 WALL 450•!- .082 HEADER MULL CREW SPLINE ATTACHED 1 3/4" X 4 1/2" 8063 -T5 .090 WALL " " .• , ' III _ �� SEE FASTENER SCHEDULE ON +% \ll' J SHi 5 OF 5 FOR FASTENER :+ INTO SUBSTRATE TYPE • - +1 RENEWED I� PRODUCT cog AccerAt+Cel+o. Z I I APPRINED AS COMPLUS% MI TIII SUUNI FLORIDA BUILDING CODE DAT ' _.. _ II% a► , ROL DMIDN WILDING CODE COIANIAMCE Otp_ AcDEP1ANCE NOCi7 "41.- eU& �I' ,1 0tA11ONDA1IS A L. .1 1"6 / ,,, A. 4_....... . Dr I!. - 41 a DE ./: pz,, . • oam.1..—r np ED , OOOECOt�1�AtICS• pPR.. �� ; �I 1711) I I Aluminum & Glass s l:�l �, ik, ----- TDB H. Phone: 800.02 -8132 Faro 954. 724 -9293 - 4. ' ` . SIGNING ENGINEER - M4IE Wan O. Cook PE s DETAI ( a 3904 A. L Bromley PL.-Ina. 2004 NE 48th St. Ft Lauderdale, R. \„ `u � r LIA DRAWN() DESCRIPTION ARCH MEDIUM STILE DOOR WITH TRANSOM FRAME, 1/4" TEMPERED GLASS, AND 3 POINT LOCK Fn LABS 1510 REPORT' 3 FILE# 08-105 DRAWN eft ONO/RH /15.1 DATE 12J8 /Y7 SEE FASTENER SCHEDULE ON 49E {� ��.� 1/41- . SHT 5 OF S FOR FASTENER 1/2_ 1YPE INTO SUBSTRATE TYPE SEE FASTENER SCHEDULE ON ✓r .r,"" DRAWING NO. MS1OO -N0A SHEET NO. 4 OF 5 L SHEET NO. 4 OF S R 15 of 8 FOR FASTENER TYPE INTO SUBSTRATE TYPE OM,�Na NO, 4S100 -NOS MEET NO. 4 OF 5 • 8 ' . MANUFACTURER LEGEND FASTENER SI:YEQj./LE • _ ITEM1f PART# MANUFACTURER ARQ-lalj+it>riEEidiSil>: vir std INTO WOOD- 114 X 2 1/2 FAT HEAD WOOD SCREW o 3 3/4' FROM ENDS AND 18' OC, SILL 0 8' FROM END AND 12' OC f 2TOF TIJVTESITOLA9FATERfDCFLE /Mxs p,�j WI,�UAS1 1 AGA 5 ARCH ALUMINUM &GLASS CO. 2 AGA 113 ARCH ALUMINUM & GLASS CO. INTO CONCRETE- 1/4 X 2 1/2' FLAT HEAD TAPCONS 0 3 3/4' FROM ENDS AHD 18' cc, SILL 0 e' FROM END AND 12' Oc 3 AGA 114 ARCH ALUMINUM & GLASS CO. EGXR EM>SEDUF PARCFECEFS9E8•D'X30' - 1 aAss•laioR: yeah i>a oiis; - - - I 7C�TTH34Fi�F� F�- I�Jl +T�F'g- 1 4 H 84 UNIVERSAL RUBBER CO. 5 AGA 152 ARCH ALUMINUM & GLASS CO. INTO STEEL 12 CA MIN.- f 14 X 2 1/2' SELF DRIWNO SHEET METAL SCREWS 18' 0 3 3/4° FROM ENDS AND to OC., SILL 0 8' FROM END AND 12' OC. 6 ' 1040 'ARCH ALUMINUM & GLASS CO. 7 4510 • ARCH ALUMINUM & GLASS CO. • :C P MN -BS:filik . - 1 • 8 4505 ARCH ALUMINUM & GLASS CO. tmTFFFAVEWMII I•[oia7:CRFOi -04. PRODUCT RENEWED 9 H -74 UNIVERSAL RUBBER CO. S2B(VuotHXRICHDoCCRLEOF ceiGNFFaStreesi :EON +o a .•867/ +867 .-F37014E00 AccEPTANCeNo of -o t N 6 •os 10 H 63 UNIVERSAL RUBBER CO. 3SX87�TFiE 37X84SLiE 31X93SNiE 1 1 ---- - - -- "N9/241-- ' Z 7-at 12 H62A UNIVERSAL RUBBER CO. FJIWRA•TION DATE a r . 33X95St3E 83XBiF�+R .-M0/4•60 13 - - -- - - -- FR , CONTROL aFwIDN� PR ' CODE c tRO MNCS, 14 - - -- - - -- e7XENPAR .-1210/41C80 +973 83X93FAR .437.8/ .834/ +834 •JPWfD AS COMPLYING WWI YID FLORIDA ODnOGNG CODE SOWN SOW 'F'. N�9ii et '� etGDII, .+NIROL OMN310N, - FRWJU'O CODE t I5IOI. mole • )5Z O(o 6DX96F:RR .827 /+o27 19 4008 ARCH ALUMINUM & GLASS CO. nXB3Oirt .W0! +WDD 20 4500 ARCH ALUMINUM & GLASS CO. 72XaE R :837/+957 21 4510 ARCH ALUMINUM & GLASS CO. nxspFS�R • :a°O / +81O 22 H 74 UNIVERSAL RUBBER CO. nXSSFASTIEBI D :75/ +7s 23 AGA 73 ARCH ALUMINUM & GLASS CO. 24 AGA 113 ARCH ALUMINUM & GLASS CO. 25 , 26 AGA 114 H 15 AD ARCH ALUMINUM & GLASS CO. ARCH ALUMINUM & GLASS CO. ACCEPTANCE rw.p LN �E 26a H 15 AF ARCH ALUMINUM & GLASS CO. 8 -4 X 4 2 R I OES 1 BY F 40ER 7' FROM TOP 12' FROM BOTTOM UP AND ONE AT MID SPAND CAI Aluminum & Glass 27 H 15 HAGER 28 TR 36 ARCH ALUMINUM & GLASS CO. 2- FULL CONCEALED ROTON HINGE BY HAGER CONTINUES FROM TOP OF DOOR LEAF TO BOTTOM OF DOOR LEAF 29 AGA 150 ARCH ALUMINUM & GLASS CO. �1QzDO kyy, g� +0200 . FL Phone: 800 -432 -8132 Fat: 854-724-9293 30 AGA 155 ARCH ALUMINUM & GLASS CO. 4- OFFSET CAST ALUMINUM PIVOTS BY INTERNATIONAL DOOR CLOSER TOP AND BOTTOM OF DOOR LEAF' 31 780 -054 HAGER ROTON HINGE 32 H 26 INTERNATIONAL DOOR CLOSER CO. 33 H -14 INTERNATIONAL DOOR CLOSER CO. 2- CLOSER SSCAST ALUMINUM FI INTERMEDIATE R PIVOTS BY INTERwmONAL 34 S -PILE SCHLEGEL SIGNING ENGINEER /OW tram 0. Cook PE �1\ BOTT MR OF�DO R LEAF ALUMINUM SHAPES 42 1/2 'FROM r DSOPLW RECC571611rN NO.: 4•390 A L. Bromley PE., Inc. 2004 NE 4ilth Flt. 36 4505 ARCH ALUMINUM & GLASS CO. 37 4510 ARCH ALUMINUM & GLASS CO. 2- VERTICAL PULL HANDLES BY ALUMINUM SHAPES 42 1/2' FROM BOTTOM OF DOOR LEAF 38 H 74 - UNIVERSAL RUBBER CO. 39 2005A PEMKO CO. 40 4502 ARCH ALUMINUM 1- THREE POINT LOCK SYSTEM WmF MULTIPLY HOOKBOLT BY ADAMS RITE 4015, 4018 KEY EXTERIOR/THUMB TURN INTERIOR 34' FROM BOTTOM OF ACTIVE DOOR LEAF DRAwNINO pON 41 4503 ARCH ALUMINUM & GLASS CO. ARCH MEDIUM STILE DOOR WITH TRANSOM FRAME, 1/4' TEMPER GLASS, AND 3 POINT LOCK Fri LAef 1510 REPOTf 3 FlLEf 88 -105 1301YN MI • DtlD /RH I M1E 14/5/87 1111E 42 X5[]1, �g : e 43 V PE v ' • 7 r 1' :1 : 1- TWO POINT LOCK SYSTEM BY ADAMS RITE 1880 THUMB TURN FROM INTERIOR 34' FROM BOTTOM OF INACTIVE DOOR LEAF /11519011 DRAWING NO. 1151(X] -NOA SHEET NO. 5 OF 5 L SHEET NO. p 5 OF 5 F-1 OWING NO. t151110-NaA SHEET No. 5 OF 5 t 4500 SERIES FLUSH GLAZE roJo l ttr Tat I f• MIAMI.OADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 Your application for Notice of Acceptance (NOA) of ` Series 4500 Flush Glazed AIuminum Storefront System with & without Reinforcement 1� under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGEER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1220.0 EXPIRES: 03/19/2006 tt Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/12 /2001 1\ s045000I \pc20001\templateslnotice acceptance cover page.dot Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Arch Aluminum & Glass Company ACCEPTANCE No.: 00- 1220.05 APPROVED APR 1 2 70(11 EXPIRES March 19. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 97- 0423.05, which was issued on March 19, 1998. It approves an aluminum flush glazed storefront system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure. Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4500 Flush Glazed Aluminum Storefront System with and without reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No 00 -13 titled "Series 4500 Alum. Flush Glaze Storefront Sys." Sheets 1 through 8 of 8 dated 07/06/00, prepared by Al- Farooq Corporation, signed and sealed by Humayoun. Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum storefront system. 3.2 For the Design Pressure Rating vs. mullion height (span) and mullion spacing (tributary width); with and without reinforcement, and with and without intermediate horizontals, see graphs on sheets 4 and 5 of approved drawing. 3.3 For the Design Pressure Rating vs. anchors type and quantity, see graphs on sheets 6 and 7 of approved drawing. 4. INSTALLATION 4.1 The aluminum storefront system and its components shall be installed in strict compliance with the approved drawings 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manus Perez, P.E. Product Co ► r•.l Examiner Produ ' ontrol Division Arch Aluminum & Glass Company ACCEPTANCE No.: 00- 1220.05 APPROVED EXPIRES • • APR 1 2 2001 March 19, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered .if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use; and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance.as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP ANC 3 Manu -1 Pe ez, P.E., Product Produ Control Division of Examiner SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM D.L. OPO. D.L. OPO. ELL OPG. to 2 I /2' 4� MAX. TYP, HEAD /SILL CORNERS DOORS: This SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED OUTSW:NG ENTRANCE DOORS. MULLIONS; SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MULLIONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. ANCHORS: SEE SHEETS 6 & 7 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. VOTES: I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION F012 DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -B8 USING CORRESPONDING LOADS. S. WOOD BUCKS BY OTHERS. MUST FE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS IISTEF, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • 18- MAX. TIM, AT HEAD /SILL MAX. MULLION SPACING SEE SIRS 4 & 5 TYPICAL ELEVATION ONE OR TWO ANCHORS AT EACH SIDE OF MULL SEE SHEETS 6 OR 7 FOR CAPACITY THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. Engn OR HUwiCUN F 000 A14.KIERES ILL PE 1f 16557 01f T -fir 2000 APPROVED AS COMPLYING WITH THE S SOUTH FUU), IDA BUILDING DE BY ('�i''K Z- PRODU T • ROL DIVI3OTI� BUILDING CODE COMPLIANCE OFFICE A/;rFPTANrF •Ifl al' 122 A. N74' 1 drawing no. 00 -13 sheet 1 of 8 momminum-r . rim wwwwwwwimm a %2/2 r / / / / / / (. \\ SEE DOOR NOA" FOR DOOR RATING " & DETAILS. L -•I SEE SHTS. 3 k 6 D.L OPG. 1/4• TEMPERED GLASS % / / /,. 14 �` - :ii /.. T O 1 1 I ,' 1 1 4� MAX. TYP, HEAD /SILL CORNERS DOORS: This SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED OUTSW:NG ENTRANCE DOORS. MULLIONS; SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MULLIONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. ANCHORS: SEE SHEETS 6 & 7 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. VOTES: I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION F012 DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -B8 USING CORRESPONDING LOADS. S. WOOD BUCKS BY OTHERS. MUST FE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS IISTEF, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • 18- MAX. TIM, AT HEAD /SILL MAX. MULLION SPACING SEE SIRS 4 & 5 TYPICAL ELEVATION ONE OR TWO ANCHORS AT EACH SIDE OF MULL SEE SHEETS 6 OR 7 FOR CAPACITY THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. Engn OR HUwiCUN F 000 A14.KIERES ILL PE 1f 16557 01f T -fir 2000 APPROVED AS COMPLYING WITH THE S SOUTH FUU), IDA BUILDING DE BY ('�i''K Z- PRODU T • ROL DIVI3OTI� BUILDING CODE COMPLIANCE OFFICE A/;rFPTANrF •Ifl al' 122 A. N74' 1 drawing no. 00 -13 sheet 1 of 8 nrHCAI, ANCHORS SEE ELLV. OR SPACING a IDY OR 2BY WUUD BUCKS 0 J •aV • TYPICAL ANCHORS• SEE ELEV. FOR SPACING • 3 • rl WOOD BUCKS AND, METAL STRUCTURES NOT BY ARCII. MUST SUPPORT LADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a I TEM N0, PART NUMBER. 4501 QUANTITY AS RC00. DESCRIPTON MANE HEN) MATERIAL 8063 -T5 MANF, /SUPPLIER /REMARKS ARCH ALUM 4 CLASS CO. 4502 AS RE00. FRAME NORIZONTAL/SIU. 6063 -15 ARCH ALUM & CUSS CO. R 3 4504 AS REDO. FRAME HORIZONTAL 8083 -15 ARCH ALUM &. GLASS CO. 4 5 4503 AS RE/30. CLAZUIG STOP 6063 -15 4500 AS REDO. FRAME JAMS /MULLION 6083 -T5 ARCII ALUM & GLASS CO. ARCH ALUM & GLASS CO. 7 4007 AS REDO. POCKET FILLER 6083 -T5 ARCH ALUM & GLASS cq. OPTIONAL mu. FLASHING 8083 -T5 ARCH ALUM & CLASS CO. AS REDO. SNAP IN COYER, 2 -1/2' LONG 6063 -15 ARCH ALUM 4 CUSS CO. 10 11-63 • AS REDO. GLAZING CASKET NEOPRENE ARCH ALUM & CLASS CO. 11 H -82 AS REOD. SETTING BLOCK AT I/4' POINTS NEOPRENE 1/4" 1/2' X 2' LONG 12 18 X 1 -1/4' 2/ CORNER ASSEMBLY SCREWS PHSMS STEEL rl TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHOR 'A' INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # 1/4" TAPCONS WITH 1 -1/2" MIN. PENETRATION INTO WOOD ANCHOR 'B' THRU WOOD BUCKS INTO MASONRY 1/4" TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4" MIN. EMBED INTO MASONRY ANCHOR 'C' DIRECTLY INTO MASONRY 1/4" TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4" MIN. EMBED INTO MASONRY ANCHOR 'C' INTO METAL STRUCTURES (STEEL OR ALUMINUM I/8" MIN. THICKNESS) # 14 SUS OR 1/4" SELF DRIWNG SCREWS STEEL • Fy s 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SEALANTS: GLAZING BEAD TO FRAME. MULLION AND FRAME SEAMS AND ALL FRAME CORNERS SEALED WITH CLEAR /ALUM COLORED SILICONE 'SCIINEE MOREHEAD 5504'. Engr: DR. ML'LUIOUII FAR000 SIRUCIURES RA PE I 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE i BY //. no - •1HAUL IMAM 9U11t IlI3 CODE COMPLIANCE OFFICE ACCE.T NCENC DO .1220. 0S 1. drawing no. 00 -13 sheet 2 of 8 ) IBY OR 28Y WOOD DUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • D.L. OPO. METAL STRUCTURE I /8" MIN. THICKNESS 0.L. OPG. EXTERIOR FRAME WIDTH STEEL REINFORCING SEE CHARTS ON SHEETS 5 at 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING OPTIONAL SEE CHARTS ON SHEETS 5 & 8 En,r. M.i. NUJAYOUN FAROOO STRUCTURES FIA PE f 78957 SEE DOOR NOA • FOR DOOR RATING & DETAILS. atri APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY moot), : .IYFROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO /4/43" (? ZO. •rs flit 4 drawing no. 00 -13 sheet 30f $ U I sl IS i'i ti N N IS 1-I to im 7 3m ti MULLION IAA CHARTS FOR MULLS WITHOUT{ INTERMEDIATE HORIZONTALS m m M 46RD MULLION NO STEEL NO HORIZONTALS ARCIT 25 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. LL IIn~ 11 11111111111101111111111111 • 1131111111111111111111111111 111111■11111111■1111 1 an 4- M--�■■■■'. • WITH STEEL NO HORIZONTALS ARC2T 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. J - z rm W CI m WI W2 WI. .1 ejt .4 TRIBUTARY WIDTH W1 +W2 2 TRIBUTARY WIDTH m WI + W2 2 TRIBUTARY WIDTH • • • A NPA r i el MULLION SPAN WI W2 WI. .1 ejt .4 TRIBUTARY WIDTH W1 +W2 2 TRIBUTARY WIDTH m WI + W2 2 TRIBUTARY WIDTH • ' rirTH 11 OP LLLJ Engr: DR. NU/UTOUN FAROOO STRUCTURES rlA PE / 18337 L W1 +W2 2 TRIBUTARY WIDTH a 21 + APPROVED AS COMPLYING VAIN THE BY /i-Ozrp 1114&i PR)- Cz ITiTO' DIVISION �J Etii' 177: , CCJ E C4:1∎TU .NCE OFFICE - -F „R- _ rn O0 I ZZO. Os 5 e1 FM. (954) 724 -9297 3„"I @MMMI drawing no. 00 -13 sheet 4 of 8 w -y tsT MULLION LOAD CHARTS FOR MULLS WITH INTERMEDIATE HORIZONTALS m; Ui ti 4500 MULLION NO STEEL WITH HORIZONTGL7 L I ILA ARCIR � L3 3 � CI 0 111.11111111ENLIIII EIMBRISMIL, Eiregrailin■ , dill NEESEEL, ,, 67 m 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. w GI N m Cr)� a_ ea WI W2 at IA Win Nd L2'J -- Vitv WI W2 at Ift L Nd L2'J -- WI W2 TRIBUTARY WIDTH o WI,+ W2 z TRIBUTARY WIDTH o WI + W2 2 TRIBUTARY WIDTH 26 30 36 40 46 60 66 60 65 70 TRIBUTARY WIDTH - IN. 75 W1 + W2 2 TRIBUTARY WIDTH o 2I + 42 TRIBUTARY WIDTH m WI + W2 2 0 0 APPROVED AS COMPLYING MTh RI . ^o SOUTH FLORIDA BUILDING CODE E !! RI Ts DATE BY a./Ltd ir PR CONTROL DIVISION BUILDING CODE COMPLIANCE DEPICT 4CCEPTANCEt10.0u ZZO. Ps (sheet 5of drawing no. 00 -13 a1 1, P3 17 ANCHORS TYPE A ANCHORS TYPE Al ANCA1 1 ANCHOR AT EACH SIDE OF HULLS `E' WORS., 72" PAP 48;.4' '46i•,c.6H ; .66 '.:.60 .66 • •76 7G • TRIBLIT.ARY-HIOTH ": 'IN:. ' ANCHOR 'A' II INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS (ELCO OR EQUIV.) WITH 1 -1/2" MIN. PENETRATION INTO WOOD WI W2 zd m ANCHORS TYPE B ANCHORS TYPE 01 ANC01 1 ANCHOR AT EACH SIDE OF HULLS ULL SPAN 26 30 36. 40 4G 6O 65- 60•• •66 70 75 TRIBUTARY WIO.TH - IN. SHEAR' PLATE 2 -1/2" LONG AT ANCHOR LOCATIONS -' • „ TYP. ANCHOR 'B' I II THRU WOOD BUCKS INTO MASONRY 1/4" TAPCONS (ELCO OR EQUIV_) WITH 1 -1/4" MIN. EMBED INTO MASONRY m I7 cv P3 .� ANCHORS TYPE C ANCHORS TYPE Cl ANCC1 1 ANCHOR AT EACH SIDE OF MULLS 11.1M1111 MIMS WESSON UUI-, ULL SPAT. 25 30 35. 40 46 60 '66 60. 66 70 75 TRIBUTARY WIDTH - IN. METAL STRUCTURE 1 /6" WIN. THICKNESS ANCHOR 'C' II DIRECTLY INTO MASONRY 1/4" TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4" MIN. EMBED INTO MASONRY . ANCHOR 'C' II INTO METAL STRUCTURES i 14 SMS OR 1/4" SELF DRILLING SCREWS STEEL : Fy 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. a ABOVE GRAPHS ARE FOR ONE ANCHOR AT EACH SIDE OF MULLIONS AND A TYPICAL SPACING OF 18" O.C, TRIBUTARY WID1I1 o W1 + W2 2 (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) E.qn OR. HUM47OUN FAR000 STRUCTURES ALA. PE / 18557 APPROVED AS COMPLYING MATH THE SOUTH FLORIDA DUILOI. r CODE GA �rRr li R 12� NY =fi . PROD . OHTROLEMS ROWING CODS COMPLIANCE OFFICE ACCEPTANCE NO 00' / 22O•OS 0 a 5 a C S m 0 a 0 C drowing no. 00 -13 sheet 6 of 8 1.750 .090 TYP. .874 L 4.500 3.500 F� 1.098 �7 FRAME HEAD /MULLION r-- "-. -1 .091) 4.500 3.500 I 1.098 FRAME JAMB I-- -1.750 --y 3.500 4.500 FRAME HORIZONTAL /SILL MULLION FRAME HORIZONTAL 1.252 .078 .699 GLAZING STOP L .372 3.500 .078- v SNAP IN COVER .062 5.375 SILL FLASHING (OPTIONAL) .525 1.098 3.500 POCKET FILLER —y 940 .150 4.200 STEEL REINFORCING 36 KSI MIN. 12 ,FRAME CORNERS I. Engn DR. HUMAYOUN FAR000 STRUCTURES Fla. PE f 11:.:`7 fdkY`, 1 F Z05 APPROVED AS COMPLYING LNT}I TIE SOUTH FLORIDA WILDING CODE tzar :i II er iitmwr FRCOU 4TROL OIVI5t0N SUILOING CODE COMPLIANCE OFFICE ACCEPTARCE NO. » 1 ZZO. 05 drOwi 00 -13 sheet 8 of 8