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WS-18-3035Location Address Permit NO.: WS-10-18�= Miami Shores Village - L�wo Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 rk classification: Window/Door Replacement 305-795-2204 Permit status: Approved Issue Date:11/06/2018 Expiration:04/01/2019 Parcel Number 660 NE 95TH ST, Miami Shores, FL 33138 1132060500010 :ontacts BACH PROPERTIES LLC Owner JMEC CONSTRUCTION, LLC Contractor 2075 ARCH CREEK DR, N MIAMI, FL 33181 ERIC SCOTT FINKELSTEIN Business: 3057518071 2511 nw 17 Lane A4, Coconut Creek, FL 33064 Business: 9544104695 TOUCH88@BELLSOUTH.NET Description: REMOVE AND REPLACE FRONT AND SIDE ENTRY Valuation: $ 7,500.00 Inspection Requests: DOOR AND SIDE LITS rT762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.60 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $172.90 Payments Date Paid Amt Paid Total Fees $172.90 Credit Card 11/06/2018 $122.90 Credit Card 10/03/2018 $50.00 Amount Due: $0.00 Building Department Copy 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 s ermit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requ(reor ECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OW RS FIT. I certify that all t regoing information is accurate and that all work will be done in compliance with all applicable laws requl tir c t and zoninq. ermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date November 06, 2018 Page 2 of 2 RECEIVED OCT 0 3 2018 +rt ,2 1► � � c� e::: -; C l/• jj 47 44 7. e�e�tot�s�p�gA��i��s �. •�i..a �� "+7 STATE EDWARD , LANDERS, P.E. • • • • • • 78M N.W. 146th St., Suite 509 • • . . .... Miami Lakes, Florida 33016 . .. . . . . . . ... . . . . ..... . . ... . . r MecaWind Pro v2.2.8.3 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 9/25/2018 Project No. 1816517-01 Company Name Edward A. Landers, P.E. Designed By : Edward A. Landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name Commercial State Florida Proj Location 660 NE 95th Street, Miami Shor File Location: C:\Program Files (x86)\MECAWind\1816517-0l.wnd Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part/ V: Basic Wind Speed = 175.00 mph Cat: Structural Category(I,II,III, and IV) = II Exp: Exposure Category(B,C, or D) = C RHt: Ridge Height = 18.00 ft EHt: Eave Height = 9.00 ft Ht: Mean Roof Height of Building = 13.50 ft Theta: Roof Angle = 15.71 Deg L: Length of Building(If Gabled, along Ridge) = 60.00 ft B: Width of Building(Perpendicular to Ridge) = 60.00 ft Kzt: Topographic Factor = 1.00 Lambda: Adjustment Factor for Building Height and Exposure = 1.21 I: Importance Factor = 1.00 • a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 5.40 ft •••••• 2a: Length over which Zone A acts on Each Corner = 10.80 ft: •'. ' •• ••'•• •••••• •••• •••••• • Wind Pressure on Main Wind Force Resisting System (MWFRS) •••••• • • • •••• •••• • • Load A B C D E F G H EOH (10H • • • • • • • • • • • • • • • • Case psf psf psf psf psf psf psf psf psf psf • ------------------------------------------------------------------------ q4t.1•• • • ••••• 1.00 45.02 -14.46 30.01 -8.21 -42.45 -28.00 -29.58 -21.36 -59.44-4C•.54•0 �••�•� •••••• 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0,64 • Note (1) ps = Lambda * Kzt * I * ps30 % " " % Note (2) Directionality Factor(Kd) is not an input during a Simplified $naloi s. • • • Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft £t^2 psf psf ------------------------------------------------------------------------- DOOR A 3.00 7.00 21.0 4 38.23 -41.61 WINDOW 3 1.00 7.00 16.3 4 38.97 -42.35 WINDOW 1 4.00 4.00 16.0 4 39.04 -42.41 WINDOW 2 4.00 7.00 28.0 4 37.67 -41.05 DOOR B 3.00 7.00 21.0 4 38.23 -41.61 `t% �11111#$fill 4.4 Note (2) MaxZPn& Min2Pn=opnet30(from Fig.30.511) Lrambdar*Figure 6-3.I Importance Factor *`§1,11,40 N,�O�R 111 Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3,� 3H.•'•° Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. � ��.,��GEN •. rr No 38398 r / STATE OF ri FLOW �� MIAMMUM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINLSTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldadeaoy/economy U. S. Aluminum (FL), Division of C. R. Laurence Company. 7500 NW 69* Ave Miami, FL 33166 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 PERA -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 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. PERA 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 Mori&Building Code, • • • • ; • including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "DH-350" Aluminum Outswing Entrance Door -Impact -LA&L . • APPROVAL DOCUMENT: Drawing NO. W04-83 Rev L, titled "Series-DH-350 Alur&Ud6wing F,AMge Door", 0 • sheets 1 through 11 of 11, prepared by AL-Farooq Corporation, dated 10-05-04 and last revised on Jun•79,'2018, ":' •. signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Contrpj %eAsion p with Wee* .. 000009 Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 0 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • Limitations: ' 1. This door can be installed in US Aluminum series DHS-500 Storefront System (under separate NCVVlower ' • design pressure of door or storefront shall control for the entire assembly. 00 2. The Doors are not rated for water infiltration resistant. Design pressure rating is based on lock stile reinforcement & lock options (see sheets 3, 4 & 5). See applicable DLO (day light Opening) w/ 8" or 10" bottom rails. 3. The doors w/ Narrow frame jamb item #3 (5"xl"x3.5") is rated to max. DP=70 psf only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews # 15-0915.02 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.18-0301.10 MIAMFD,AD� c�7Y= Expiration Date: February 10, 2019 Approval Date: August 02, 2018 k0\4 Page 1 U. S. Aluminum (FL). Division of C. R . Laurence Companv. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing NO. W04-83 Rev J, titled "Series-DA-350 Alum Outswing Entrance Door", sheets 1 through 11 of 11, prepared by AL-Farooq Corporation, dated 10-05-04 and last revised on 03/25/16 signed and sealed by Javad Ahmad, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files#15-0209.01/#14-03331.01/#12-0628.01/#12-0406.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (Not conducted) 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 aluminum outswing door w/ transom, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6859, dated 04/03/12 signed and sealed by Marlin D. Brinston, P. E. :...:. 2. Additional test reports (submitted under files #12-0406.03/#10-012110) • • • """ 1) Air Infiltration Test, per FBC, TAS 202-94 ...... ...... 2) Uniform Static Air Pressure Test, Loading perFE;S•TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 df conduaed). • 4) Large Missile Impact Test per FBC, TAS 201- �• •' 0 . ... . . ..... 5) Cyclic Wind Pressure Loading per FBC, TAS.203,94 • , • • • ; • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS ^f K 9$ .' Along with marked -up drawings and installation diagram of aluminum outswidg entrance dpor, plepared• •- • by Fenestration Testing Laboratory, Inc., Test Reports No. F11-6545, dated 08/24(2011, signed and sealed by Marlin D. Brinson, P. E. Along with marked -up drawings and installation diagram of a aluminum outswing entrance door w/ transom and outswing doors w/ sidelites & transom , prepared by Fenestration Testing Laboratory, Inc., Test Report No(s) FTL4254, dated 06/28/04, YnA306, dated 08/31/04 and FTL4320, dated 09/15/04, all signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 09/10/15, signed and sealed by Javad Ahmad, RE 2. New 10" bottom Rail extrusion w/ strength properties and mounting screws, prepared by Al Farooq Corporation, dated MAR 17, 2014, signed and sealed by Javad Ahmad, P.E. 3. Glazing complies w/ ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Notice of Acceptance No.14-0423.15, issued to Eastman Chemical Co. (MA) former Solutia, Inc. for "Saflex CP: Saflex & Saflex HP Glass Interlayer w/ PET core", expiring on 12/11/18. haq L Chands, P.E. Product Control Examiner NOA No. 18-0301.10 Expiration Date: February 10, 2019 Approval Date: August 02, 2018 E-1 U. S. Aluminum (FL). Division of C. R Laurence Company. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 3. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 4. Notice of Acceptance No.14-0423.15, issued to Eastman Chemical Co. (MA) former Solutia, Inc. for "Saflex CP: Saflex & Saflex BP Glass Interlayer w/ PET core", expiring on 12/11/18. G. STATEMENTS (All items except #1 & 2 below, submitted under files #12-0628.01) 1. Statement letter of conformance to FBC 2014, prepared by Al Farooq Corporation, dated 08/19/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. 3. Press Release dated August 25, 2011, issued by C. R. Laurence Company, Inc. of announcement of C. R. Laurance (CRL) and U. S. Aluminum Company (USAL) on the integration of Delta Doors with U.S. Aluminum, Florida. 4. Press Release dated 07/08/11, issued by C. R. Laurence Company, Inc. (CRL) announcing the Acquisition of U.S. Aluminum Company (USAL). G. OTHER • 1. This NOA revises & renews # 15-0915.02, expired on FEB 10, 2018. • • 0 2. One year conditional renewal subjected to successful test completioni,pct RER te4.groposal... dated 11/07/14. • • • • • • 3. Test proposals dated 11/08/11 approved by PERA & # 02-0472 dated '074.5-02 ¢e #06; 018i " dated 6/7/6 issued by BCCO. "" 0000 • • • • • 4. Previous associated file NOA s 12-0406.03 and # 10-0121.10 (Delta D' � 4 r Ce : () (D oQ Mfg• s�• .. ...... 2. New Evidence submitted. • • • • • • A. DRAWINGS ...... 1. Drawing NO. W04-83 Rev L, titled "Series-DH-350 Alum Outswin� FJtrdnce Dppr;, sheelir • • • 1 through 11 of 11, prepared by AL-Farooq Corporation, dated 10-05-04 and last reWed on Jun 29, 2018, signed and sealed by Javad Ahmad, P.E. B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-17 (e Edition) prepared by Al Farooq Corporation, dated 02/22/18, signed and sealed by Javad Ahmad, P.E. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23. E. STATEMENTS 1. Statement letter of conformance to FBC 2017(6 h Edition) statement of no financial interest, prepared by Al Farooq Corporation, dated 02/08/18, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises & renews NOA #15-0915.02 for 1-year conditionally, subjected to test. 2. Test proposal #18-0897 dated June 17, 2018, issued by REFL 3. RER e-mail dated June 14, 2018, reference to renewal error for # 15-0915.02., 5,,,, , t Isbaq IL Chanda, P.E. Product Control Examiner NOA No. 18-0301.10 Expiration Date: February 10, 2019 Approval Date: August 02, 2018 E-2 44• (HARROW .WuB�) FRAME WIDTH 39 7/8- Y uu 2• MAx. CORNERS D.L OPG. 5. 12• J n 1 I 1 , 1 I , AY u / AT 5. O.C. I / II II xx J I n \ T---- \ q p P u \ 11 I I \ it 9 \ I 1 3 1/2• MO 15 1/2• MAX. IENDS 88• (NARROW JAMBS) 87 1/2- (STD. JAMBS) FRAME WIDTH 81 711V s• 12• 2• MAX. AAIf. �_ HEAD � CORNERS n CD\ ,; E \ n 12• �' - - 32 1/8• MAX. 10• 3• DJ_ OPG. i t MAX, Typ• 41 3/4• MAX. LEAF WIDTH NO. OF ANCHORS ATpwWM STILE • • • • • • • • • • • • • • • ° •' SIBSYRO91E 75 t►sF �- eo••♦e aA • • • IN. • s • 100 PSF �F• W-W K 6 108 It. 9 TYPICAL ELEVATIONS • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• •• • • • •• •• I I (5) ANCHORS AT TRANSOM ENDS AT 5. O.C. •YQDuc r avMIEO �•MN�wMr nK Fre.+•, g Jun29,2O18r� I� BTATEOF drowirlg no. Ftoaw"•' W04 Z iArraNAlj111�� ` sheet 2 of 11 44• (NARROW JAMBS) 45 1/2' (STD. JAMBS) FRAME WIDTH 42' DOOR OPNO WIDTH 41 3/4' MAX. LEAF WIDTH 32 5/8• MAX. D.L OPO. 2 1/2' MAX. Q. 15 1/2 MAX m 2 O i NUMBER OF ANCHORS AT WIC. STILE DUDS MAXIMUM DESIGN LOAD DOOR OPNG. HEIGHTS UPTO SUBSTRATE PSF 80-96 IN.UK-aw• 108 IN. MCONC.75 100 PSF F. OW-9• IN.REI 105 N. LOCK STILE RFTNF. AS REOD. SEE CHARTS ON SHEETS 3 7H RU 5 FOR CAPACITY 2 1/2' MAX SURFACE APPLIED FALSE mLwnNS- MAY BE USED 3 1/2' MAX. f 11 u1 1 ~ -I TYPICAL ELEVATIONS 3 1/2' MAX. FFF THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQURED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SERIES DH-350 REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE ALUMINUM OUT —SWING ENTRANCE DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE (RAZZ). 1BY OR 20Y WOOD BUCKS ! BUCK FASTENERS BY OTNIM • DESIGNED AID INSTALLED ADEQUATELY TO TRANSFER &PPLUED MIXWt LOJDS • • • • SEE CHARM ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE ()X) DOORS W/O TRANSOM. TO THE BUILDING STRUCTURE. • • • • • • • • • SEE CW1RI5 ON SHEET 4 FOR DESIGN LOAD CAPACITY OF ANCHORS SHALL BE CORROSION RESISTANT, SPACED A? OWNS DRALS • • • • • • SINGLE 0/X) AND SHEET 3 FOR DOUBLE (0/XX) DOORS AND INSTALLED PER MANUf S INSIRtkT10HS. SPECI TS qq•eeE • • LL BE BEYOND WALL DRESSING OR S U i Y • MATERIAL SHALL ' • • • • • • • WITH TRANSOM. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOORS CAN ALSO BE USED WITH DHS-500 STOREFRONT SYSTEM_ ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON -COMPRESSIBLE. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. MATERIALS INCLUDING BUT TWIT LIMI7E0 TO SISAL %Mt@ws. THAT • • • • a • COME INTO CONTACT MATH OTHER DSSMIAR MA SHRl MEET THE • • • • • • THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS REQUIREMENTS OF THE 2017 FLORIDA BLDG. ADOFRED STANDARDS. • • • • • OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. +�� • • THIS PRODUCT APPROVAL IS GENERIC AND DOE5•NOT.PR01� BNP6Rl11��µ&N • FOR A SITE SPECIFIC PROJECT. i.•. LIFE SAFETY OD THIS • • • + • + . +• • DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER OPEW�OR OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND F1� FOR • INFILTRA710N RESISTANCE IS REQUIRED. WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 3/4' MAX. LEAF MOTH 32 5/8' MAX. D.L. OPG. iS�Y pQ ` ry Typ- �$ \ F STILE RDNF. ^=tit V✓ E 1 SHEETS TrIR°LNi 5 FOR CAPACRY _'T____ \ \ K \ -- r _ \II I j• / 3 NO. OF ANCHORS AT MTG. STILE ENDS MAIOMUM DESIGN LOAD DOOR OPNG. HEan UPTO SUBSIRVE COW. 75 PSF UN-RDTNF• W-96 IN. B Wall IN. 7 100 PSF Raw. 80'-98 IN. 8 tall IN. 9 yM�N•8. IYe118 IiNNM1M gtruN. D.W.,�,�laA2P/'j �3 `��• � !U'li�ll ��i 7 T•7 7�D682 "u � $ n 29.201aY` drawing no. ,..�toihDr� W04-83 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSP NOMINAL DIMS. QASS TIM 'A' A 'B' IAC[ OPTION 1 LOCK OPTwm 2 k 3 LOGE ETOB -WIFOM LACE STIR UN-UWORM IOCE STILE REINFORCED DOOR OPNO. WIDTH PCHES DOOR OPWL MEOW " MVISOM NOW INCHES �: f'3 M: f'; W. 72 80 12 Is 24 30 36 70.0 754 100.0 70.0 75.0 100.0 70.0 73.0 100.0 70.0 1 75.0 100.0 70.0 no 93.7 78 12 18 24 30 36 70.0 75.0 100.0 70.0 7&0 9&0 70.0 75.0 90.6 70.0 75.0 84.0 70.0 75.0 78.1 84 12 1e 24 30 35-3/4 70.0 75.0 90.8 70.0 75.0 1 33.4 70.0 75.0 1 75.9 70.0 71.0 71.0 6&O 66.0 66.0 72 B4 12 18 24 30 36 70.0 7&0 100.0 _ 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 97.0 70.0 75.0 1 90.6 76 12 18 24 30 36 70.0 75.0 100.0 70.0 75.0 94.2 70.0 75.0 V.3 70.0 75.0 81.1 70.0 75.0 75.5 84 12 16 24 30 35-3/4 70.0 75.0 $7.0 70'0 7sA 60.1 7074 74A 74.0 68.5 6&5 68.3 63A 63A 63.8 72 90 12 1e 24 30 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.6 70.0 75.0 $2.1 78 12 to 24 30 70.0 75.0 96.0 70.0 75A 89.0 70.0 75.0 e2.7 70.0 75A 77.0 84 12 1e 24 30 70.0 75.0 81.9 70.0 75.0 75.7 70.0 70.1 70.1 6&1 85.1 65.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOUBLE ENTRANCE DOORS TWITS TRANSOM US ALUMINUM DESIGN LOAD CAPACITY - PSP OHS-500 STOREFRONT SYSTEM = GLASS TYPES 'A' A T SEE SEPARATE NOA FOR MULLION LOCK OPTION 1 AN !OQ OPTIONS 2 A 6 D MULLION ANCHORS DOOROUIREM'r, CY ONIS o g Loa STAB LOCK ME IOME jjl� RE DIMS. NOM-RDOOR OPNG.WIDTH INAL ANPORCAI hRBINPORCEO REINFORCED DOOR DP110. DOOR OPN0. () ( _ SEE CHART LEFT , NICHES INCHES NC11E8 MT. (±) MT. (+) NT. +; 1 It=-- 12 70.0 7&0 100.0 jj J %ij N 72 1e 70.0 75.0 100.0 �i A 24 70.0 75.0 93.6 12 704 75.0 90.6 �t 78 96 16 70.0 75.0 84.3 II 24 70.0 75.0 78.5 12 70.0 7&0 77.4 84 to 704 71.7 71.7 24 65.6 66.6 66.6 12 70.0 75.0 100.072 ii Di i 18 70.0 75.0 9&2 11 12 70.0 7&0 55.9 II , 78 102 Is 70.0 7&0 60.1 84 12 70.0 73.3 73.3 87 1/2' MAX. MULLION is 68.1 6&1 68.1 FRAME M9DTH END ANCHORS p 72 12 70.0 70.0 96.7 ( o/XX ) U 78 1 108 12 70.0 70.0 81.6 e4 12 li 69.e 1 we 09•6 DOOR LEAF WIDTH - DOOR OPNG WIDTH - .250' LL FOR LOCK OPTION DESCRIPTION SEE SHEET 10. DOOR LEAF HEIGHT . DOOR OPNG HEIGHT - .500' 9 i1 Q < c LOGE smaS LOCK STT1.Es WIN-RENPoHOED RRIONNPORCED .2 •• ••• • • • • • •- • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• • • • • • • • • • • • • •• • • •o • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��•6bi9•M W fWlil/ A�)Nn[e No I� 03d•/v il6inliu DWe r✓ IrsOect31M Jun29,2018ho-- $ b 8 MOF droving-83 no. AlOR10I` W04 US ALUMINUM ( X ) SINGLE ENTRANCE DOORS W/O TRANSOM DESIGN WAD CAPACITY - PSF NOMINAL DILIB. GLASS TYPES 'A' & 'B' LOCK OPTLON 1 LOCK OPTIONS 2 k S Loa STILE UN -REINFORCED LK;K SALE UN -REINFORCED LICE STILE RRINIFORCED DOOR OPNG. WIDTH DOOR OPNG. 1EOIT EXT. (+) WT. () EXT. (+) Kr.() EXT. (+ M. 32' pI, 70.0 75.0 100.0 35' 70.0 75.0 100.0 1. 70.0 75.0 100.0 42' 70.0 75.0 1 100.0 1. 102• 70.0 75.0 100.0 3I' 70.0 75.0 100.0 39' 70.0 75.0 100.0 42' 700 75.0 100.0 32' 108• 70.0 75.0 100.0 35' 70.0 75.0 100.0 39' 70.0 75.0 100.0 42• 70.0 75.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 10. © 41 IOCE STILE LOCK SHIB UN-REINPORCED R�NFORC® US ALUMINUM ( ' SYSTEM FOR H DOOR STSEPARAOREFNOA RONT ONT SYSTEM DOOR OPNG. WON REQUIREMENTS SEE CHART BELOW AND MULLION ANCHORS REOUIRENENTS NOTE: SEE Z y GLASS CAPACITIES ON THIS SHEET ARE �----- 13ASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V. IY__-_= LOCK Z 87 1/2- MAX MULLION gg SIDE FRAME WIDTH `-EN ANCHORS t 7i ( XX ) GLAZING DETAIL AT TRANSOM 1/4- HEAT STREN'D CLASS 075' Mbrlayr Solt•x CP WIh PET Core By 'Eastmon Chemtool Co.' �.I $ 1/4- HEAT STREN'D GLASS •• ••• • • • • •Z • • 21 1 I • • •'=p •�; R`1 DOUBLE ENTRANCE DOORS W/O TRANSOM DESIGN LOAD CAPACITY - PSP NOMINAL DIMS. Gum TYPES 'A' ! 'B, LICE OPTION 1 LOCK OPTIONS 2 & S LUCK 314E UN-R®INFORCED LOCK STILES UN -REINFORCED LOCK 3L' M REINFORCED DOOR OFNG. wim OOOR OPNO. HEIGHT +) off.(!? WT. Off. (+) NT. (-) EfR. (+) INT. 54' 70.0 75.0 100.0 _ 70.0 75.0 100.0 7B' 70.0 75.0 took 54• 70.0 75.0 100.0 102• 70.0 75.0 100.0 72• 70.0 75.0 100.0 75' 70.0 75.0 1000 70.0 75.0 1000 64• 1o• 70.0 75.0 100.0 72' 70.0 70.0 100.0 7I• 70.0 70.0 100.0 54' 70.0 70.0 100.0 HEAT STREN'0 CLASS FOR LOCK OPTION DESCRIPTION SEE SHEET 10. 090' Intanayr O 41 -SentryCbs By 'K=rWy ArnwieO, ft.' 1/4' HEAT STREN'O GLASS • •• • tom STILES LOCK STILES UN -REINFORCED BRIMRCBD FRAME HEIGHT LEAF HEIGHT + 2,50' I i ! 1 FRAME WIDTH (X DOORS) - SINGLE LEAF WIDTH + 2.250• (NARROW JAMBS) FR04AE WIDTH (X DOORS) - SINGLE LEAF WIDTH + 3.750' (STD. JAMBS) • • • • FRAME WIDTH (XX DOORS) >• DOUBLE LEAF WIDTH + 2.50' (NARROW JAMBS) d5 � • t � � • • • FRAME WIDTH (XX DOORS) - DOUBLE LEAF WIDTH + 4.0' (STD. JAMBS) • • i • • • • • _ -• • • D.LO. HEIGHT LEAF HEIGHT - 14.125' W BOTTOM RAIL) • • • • • • • • • D.LO. HEIGHT LEAF HEIGHT - 12.125' (10• BOTTOM RAIL) GLASS TYPE il' • • • • G • O.LO. WIDTH LEAF WIDTH - 9.125' 9/15' OVERALL LAMINATED GLASS 9/18' OVERALL LAMINATED GLASS DOOR LEAF WIDTH m DOOR OPNG WIDTH - .250' DOOR LEAF HEIGHT DOOR OPNG HEIGHT - .500' GLAZING OPTIONS • •• •• • • • •• •• ••• • • • ••• • • . �an1LK r ' v�'La f''• • ' 96 a-FVM 70•JI2 1 wa E {T tr = e J� un 29.20 STMTEOF dfawinq no. '�i ''•.iORTD�.�� W04-83 DESIGN LOAD CAPAC SINGLE ENTRANCE DOORS 11I'1'H TRANSOM US ALUMINUM �l• v g DESIGN LOAD CAPACITY - PSF DHS-500 STOREFRONT SYSTEM SEE SEPARATE NON ± GUM TIM •A' ! 'E' FOR DOOR MULLION 333dccc LOCE OPTiDN 1 IDC[ OPTIONS E t 5 DOOR OPO. AND MULLION ANCHORS REOUREIAENIS Z w NOMINAL DIMS.-REDQExt. VOID, HEMW(0) UN-REMKIM Dct. REINFO(R)CED CHART Q6 INCHES WCIES MNCHES Wf. (±) M. (+ •R. (+) tic=-- _ ___ C 12 70.0 75.0 100.0 11 II '% 36 to 70.0 75.0 1W.0 U R 24 70.0 75.0 1 W.O II �/ p 12 70.0 75.0 100.0 ij a O! 39 98 le 70.0 75.0 1W.0 11 K 8 it i L 24 70.0 75.0 1 W.0 12 70.0 73.0 1 W.0 42 le 70.0 75.0 100.0 11 �. X. IIfi `� 01 F 24 70.0 73.0 100.0 12 70.0 7a0 100.0 36 Is 70.0 7a0 m n _ 39 102 12 70.0 75.0 1e 70.0 75.0 12 70.0 75.0 45 7/2' MA11 42 18 70.0 73.9 ANCHORS Q g 42:� 12 70.0 70.0 ( 0/x ) dui iI 108 12 70.0 70.0 12 70.0 70.0 r DOOR LEAF WIDTH - DOOR OPNG WIDTH - .250- FOR LOCK OPTION DESCRIPTION SEE SHEET 10. DOOR LEAF HEIGHT - DOOR OP14G HEIGHT - .500' FRAME HEIGHT - DOOR OPNG. HEIGHT + TRANSOM HEIGHT 4t D.LO. HEIGHT (TRANSOM) TRANSOM HEIGHT - S' E V o Ej ;e q li LOCK STUM LOCK STUM ' ^ 2 UN -REINFORCED REMRCED r0 A d c e8g:gg •• ••• • • • • • •• sosa"'ao • • • • • • • • • C 2 _ -s Y • •• • • • • ••• • • • • • • • • • • ````` 11111111111 rr'//' •• ••• •• • • • •• /7 / gg 8F g iWxwKrREYNENr ' • • • • • • • • • • me • • • • • •� ! JUn 29,201 6 NOTE: • • • • • _ % i..4.�a 8TA7EOF dwwin no. GLASS CAPACITIES ON THIS SHEEP ARE • • • • • •. • • • • : • BASED ON ASTM E1300-09 (3 SEC. GUSTS) ' •. W04-83 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 rrnntN slNCla ENTRANCE DOORS WITH TRANSOM I1OCIII STUB U)CK STIER LOCK STILE WIDTH 01 T NOMIDOOR OPNM DOOR OFOOD LEFT NAL DIMS. --BEINPO REINFORCED 110010 • • • • • • • • • • ••• • • • ••• • • PENETRATION ALTERNATE I FOR TYPICAL ANCHORS 5IRl CTURE 11� 4ftu d SEE ELEVATIONS AY FOR SPACMC M. 5/B• TxINE SCREWS ROM OHOS I.C. W� Z a b If 2 TYPICAL ANCHORS 2 SEE ELLV. a NOTE: FOR SPACING DOOR AND TRANSOM HEAD DETAILS CAN BE t = INTERCHANGED FOR VARIOUS SUBSTRATES. WOOD BUCKS AND METAL STRUCTURES NOT BY US ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA. UI TRACON BY 'O_CO' (Fu-177 KSL Fy-155 KSI) (i INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) S 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/8' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 5� 14 #c OR SE F_I IN- SCREWS (GRADE 2 CRS) :L INTO MIAMI-DADE COUNTY APPROVED MULLIONS 0 OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) c R (STEEL 1N CONTACT WITH ALMOW TO BE PLATED OR PALMED) o INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 3/4' MIN. r n e_ • • • • • • • • • WOOD AT HEAD OR JAMBS SG - 0.65 MIN. • v d N d • • • • • • CONCRETE AT HEM, SILL OR JAMBS Cc - 3000 PSI MIN. • • • • • • • • C-90 HOLLOW/HUED BLACK AT JAMBS fm • 2000 PSI MIN. 0 0 0 - !� I : ••• atlrAn LRewYi Arllil� � •�• "� • • • Jun29,201� • • • • L 44- L ti.,J- STATE OF • • HOLE �aBo�. �2 TONAL `' ```� ��ilgL ttNN • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W04-83 F NARROW TRANSOM O 1/4' MAX. SHIM STD. TRANSOM W REMFORCING BAR 1/4' MAX. C O E 41 SE CA � 7MRU 5 SHIM SPACI — — — — — — 1 — — — — — — — — -I— NAHROW .MYB r "'r LOCK OPTIONS \ \ 3 I ACTIVB — — — — — -� — — SEE SHM AND 13 — — — �` ------- \ 1N-ACT IVE — L— i---- — r DESIGN Lan RA I LEAF LEry. _� / 4' SMS J 9I LEAF WIDTH AT 24' O.C. (2) 3d:"24 E EXTERIOR 1/4• MAX. SHIM SPACE IPTIONS — H— H t �-{ • • • EET 10 F DESCRI MCI tti • • • • 1EET5 3 5 FOR • • • • • LOAD RA • • i . . I . • �._._._. • • • • nm'Cr - oouc�eev�ro • • • • • • • wlb Ae ArYo • • • '� N• 0 EXTERIOR • 3 R� '. U►.w RE2d•ORgNG BAR �Y h+ 41 SEE SHEETS 3 THRU 5 FOR CAPACOY 20Y WOOD,M" � STRUCTLIRE TOeia =_ yy m 29,2018T� ITE OF drawing no. .eon W04-83 • •• •• • • • •• •• ••• • • • ••• 0 • MI MIAMI-DADE COUNTY APPROVED DNS-5W STOREFRONT SYSTEM BY 'US ALUMINUM' UNDER SEPARATE APPROVAL LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. O ---------% _ 1 -- -------------TAP-- rr. J I I i- . .......... ........ ... REINFORCNC WLL VARY SEE CURRENT NOA OF DaMMOOR EXTER *R DNS-6OO STOREFRON LFAF WIDTH • • • • • • • • :' DEAF wwTN OES • • .---rs DOOR OPNG wbTN • • • i i i • • DOOR OFNG WIOTH • •• •• ••• • • •• • • • ••• • • • •• I�oOnct� • • •• • • • • • •• ns6ti� . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . H 4 S ban � an ills 00 ---------------1 REINFORCING WIL YAW SEE CURRENT WA OF DH%-5W STOREI'RONT SYSTEM FOR DETARS In 29,201a MOF drawing no. W04-83 2.750 -4.952� 1 .675 M- �0 �.,.936-�•� I .,59 3876 2.000 Lh-3.798-�1 -7' 1.575 1�20 7.00 , � i.5�7 L-r .7�� I� 0 F .�� 4.437 .295 .125�I� p pp� 1 .913 �4.039 TRANSOM HEAD A2A75 .12s a TOP RAIL e HINGE STILE 11 LOCK STILE CAP � SHEAR BLOCK 38 SHEAR CLIP Q 8 ff � 1.939 .t45 aso LZ 1.458 4.000 O. , I O O I O 4.969 •125 2.470 2'�4 1.938 .145 O jl, I i 4.500 - F1 I .7. + 1 I ®+ II II ` 2.632 Q DOOR FRAME HEAD a.462 13 DOOR STOP (JAMB) I I O aR y aa t3 4.166 OPTIONAL TRANSOM HEAD a.000 8.482 10.000 �12P-�24� /2' FM MS STEEL HINGES 1.000 t25 2,278� (.130' 1N1. TMK.) t.952 13S L] 1.191 .090 083 1.166 EGENT C.R.RIAVPENCE 3.461 `j •fig A b =4+l1 ii 1.096 ,.978 .158 Ji 5.000 3.500 -F 58 T S I .136 ,z DOOR STOP (HEAD) 2.000 O 1.952 O NARROW JAMB t.750 7 8' BOTTOM RAIL 7A 10' BOTTOM RAIL r �� tYewiM L�1.� 3.611 A /� �3a9a liytrrwt�af 1�l$ O �:� 1 r w� LOCK STILE (IN -ACTIVE) 4 c 3300 3.000 .078 .440 oe0 -{ .875 .989 .989 -060 .575 16 •801 19 .910 •• ••• • .349 • • • • •• mi t.95� EXTERIOR GLASS STOP (DOOR) INTERIOR GLASS CTOP (DO�2)• •t•R3676--{•• I S21 '2 280 .090 • • • • • • .97.0•.947 1.it • • • • • • • ••• •• • • • • 1.350`71.096 .2292.0001.280 500 •..�U11'Z8r20189;4,MMTE . . • • J.507 5.000 ---111... `1111r/r� J0.530.083135 OF O '' "•' `'` . drawing no. W04-83 sA STD. JAMB to GLAZING ADAPTER INTERIOR GLASS STOP (TRANSOM) 4 BUMPER THRESHOLD LOCK STILE (ACTIVE) �b�1r1 1t1111 sheet 9 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T.00K OPTIONS SINGLE DOORS OPTION fl: (PANIC HARDWAREI 1490 CONCEALED VERTICAL PANIC EXR DEVICE WITH 2 POINT LOCK BY DOR-O-MATIC. KEY OPERATED ON EXTERIOR. AT 40-1/2' FROM BOTTOM. OPTION 622 (STANDARD HARDWAREI 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2' DIA BOLT BY REMIT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42' FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. OPTION 93_ (PANIC HNARDIHKAREI CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE KEY OPERATED ON EXTERIOR. AT 36-1/2' FROM BOTTOM. C.R. LAURENCE 85OD LOCKING LEVER TRIM OPTIONAL WITH 1' MORTISE CYLINDER AND MS TYPE CAN KEY LACKING ON EXTERIOR LOCK OPTIONS DOUBLE DOORS: OPTION ft (PANIC 1MRDWAREI ACTIVE LEAF: 1490 CONCEALED VERTICAL PANIC DOT DEVICE WITH 2 POINT LOCK B/ OOR-O-MATIC. KEY OPERATED ON EXTERIOR. AT 40-1/2' FROM BOTTOM. INACTIVE LAW 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 PONT LACK BY DOR-O-MATIC. AT 40-1/2' FROM BOTTOM. OPTION 92e (STANDARD FIARDWAR£I ACTIVE_ LEAF: 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2' DNA. BOLT 8Y REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON RRERK R. LOCK AT 42' FROM BOTTOM. THROW BOLTS AT TOP k BOTTOM. 2 POINT LOCK SYSTEM WITH 1/2' OIA. BOLT BY REGENT. THUMB TURN OPERATOR ON INTERIOR AT 42' FROM BOTTOM. THROW BOLTS AT TOP h BOTTOM. OPTION im (PANIC HAROWAREI ACMI i cur• CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE KEY OPERATED ON EXTERIOR. AT 38-1/2' FROM BOTTOM. C.R. LAURENCE 8500 LOCKING LEVER TRIM OPTIONAL WITH I' MORTISE C"DER AND MS TYPE CAM KEY LOOKING ON EXTERIOR INACTIVE LEAF CONCEALED VERTICAL PANIC DITT DEVICE WITH 2 POINT LOCK By JACKSON COMMERCIAL HARDWARE AT 38-1/2' FROM BOTTOM. MNGES 4-1/2 X 4' TWO PIECE STEEL BUR H6NGES BY NAGGER RECENT OR C.R. LAIMNCE AT B' FROM TOP AND BOTTOM AND 31' O.C. MAX. HEM I PART 0 REQD. DESCRIPTION MATERIAL, MANE./SUPPllBR/FJMABRB 1 OLD-103 AS REOD. TRANSOM HEAD 6063-T8 2 OLD-105 1 DOOR FRAME HEAD OR OPTIONAL TRANSOM HEAD 6083-T6 3 DLD-tt9 2/000R FRAME JAMB 6063-T6 - 3A OLD-124 2/90OR ALT. FRAME JAMB 8063-T6 - 4 DLD-111 1 FRAME SILL 6063-T5 - 6 DLD-107 1/ LEW TOP RAIL 6063-75 - 7 DLD-110 I/ LEAF 8' BOTTOM RAIL 6063-T5 - 7A DUD-141 1/ LEAF W BOTTOM PAIL 6063-T5 - 8 DLD-114 1/ LEAF HINGE STILE 6053-75 - 9 OLD-115 1/ LEAF LOCK STILE (IN -ACTIVE) 6063-T5 - 10 DLD-1I6 1/ LEAF LOCK SDIE (ACTIVE) 6063-75 - 11 OLD-117 I CAP AT LOCKED STILE 8063-T5 - 12 DLD-106 1 DOOR STOP AT HEAD 8063-75 - 13 BCE-460 2/ DOOR DOOR STOP AT JAMB 6063-T5 - 15 BCE-475 AS REQO. MT FO1ER son -To - 18 DW-125 AS REOD. TRANSOM GLAZING ADAPTOR 6063-T6 17 OLD-102 AS REOD. INTERIOR CLASS STOP TRANSOM 6063-T5 18 DLO-100 4/ LEAF EXTMOR MASS STOP DOOR 8063-T5 - 19 DLD-100 4/ LEAF INTERIOR GLASS STOP DOOR 806.E-T5 - 21 - AS REOD. INTERIOR GASKET EPDM I TR-5796W. DUI METER 70*5 22 AS REOD. EXTERIOR CASKET EPOM TR-3n5E. DURONE7}R 6035 23 210D AS REDD. GLAZING TAPE - - 24 OG-75 AS REOD. INTERIOR SPACER - IMPACT SYS. 25 DOWSIL 995 AS REDD. OWING COMPOUND SLICONE - 27 1350 2/ UITE SETTING BLOCKS AT 1/4 POINTS EPOM DULOMETER 80*5 SNORE A 28 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS EPDM DUROMEIER BOSS SHORE A 29 #12 X 1-1 4' AS REOD. FRAME ASSEMBLY SCREWS - P.H. SMS 30 #10 X 1' AS READ. ASSEMBLY SCREWS - F.H. SMS 31 #12 X 3/4' AS REOD. ASSEMBLY SCREWS - MACHINE SCREWS 32 10-24 X 1 2' 4 LEAF DOOR STOP SCREWS - F.H. MACHINE SCREWS 33 12-24 X 1 2' 4 HASP HIKE INSTALLATION SCREWS - F.M. MACHINE SCREWS 35 E236 - BULB WEATHERSTRIPPING POLYPROPLENE BASF, TPE BULB - ULTRAFAB BASE OURO 90, BULB OURO 73 36 T4216-K I - PILE WITH FIN WEATHERSTRIPPING . ULTRAFAB 38 - - I SHEAR CLIP, 4-1/2' LONG ALUMINUM - 39 DH-4 SHEAR BLOCK 6063-T5 40 - 2 3 X 2 X 1/0' ANGLE. 1-3/4' LONG ALUMINUM 41 - AS REDD. REINFORCING BAR FULL LENGTH STEEL 1-1/2' X 1/2' 42 2/ LEAF FLUSH BOLT GUIDE CHANNEL ALUMINUM 3' LONG 43 2/ HIDE HINGE REINFORCING PLATES ALUMINUM 1-1/2' X 1/4' X 8' LONG SEALANTS: fljAME CORNERS, ASSEMBLY SCREWS AND HEADS OF • • • • AjCHZR :C AY SI TOOK SEALED WITH SEALER. • LOAF Jill11T5*SULEd WqH tUMNE. • •• • • • • ••• • •• ••• •• • • • •• ✓�ODLIC t YEYTYBY • • • • • • • • • • A•aruca F(• %• • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . III p` ...... i yy un 29,201 _ BTATE OF R' drawing no. � Z s1 0000 Fee FRAME TOP CORNER Ci e � 301 i- Av- ve 0 / • • • • • • • • • • • • • • • • �•�Mtst.w 14ArYo _ 706Y2 '� igi k • • • • • • • • • • = D•ee6 29,201 • • • • • • •ems 's' Chef � '•. � TRANSOM CORNERS \\ sheet 11 of 11 • • • • • • • • • • • •• •• • • • •• •• ALUM PLATE 4- LONG �12-24 X 3/4" P.H. M SCREWS 3/8-20 X 1-1/2- i MACHM BOLTS �i 2-1/2- LONG DOOR TOP CORNER /12-24 P.H. M I I (2) 3/8MACCMM BOLTS ALUM PLATE - a, LONG 8' BOTTOM RAIL CORNER mil �12-24 X 3//4'-" I P.H. M SCRE1tS (3) 3/ MACHNE B4 0T51 �• • I 0.4i • • • .A • • • •• • 1 • • • • ••• • TO' BOTTOM RAIL CORNER ••• • • • • • • • • • • • ••• • • • ••• • • /12-24 X 1/2- F.N. M SCREWS MERIN I Knumm FRAME:•TT•,, CORNE 00® Jun29,2018r; $ b • •TAT cw drawing no. 0 MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy US Aluminum (FL) — Division of C.R. Laurence Co., Inc. 7500 NW 691 Avenue Miami, FL 33166 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 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 jurisQipjip¢i• RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade, Ccyhyy Product Control' • • : • Section that this product or material fails to meet the requirements of the applicable Bdilding code 0 • • • • .. ..... •••••• This product is approved as described herein, and has been designed to comply wiw!fie Florida•Building Code including the High Velocity Hurricane Zone. r • • • • DESCRIPTION: Series "DHS-500" Aluminum Storefront System — L.M.L • • • • • • • • • • • • 00000 00:00. APPROVAL DOCUMENT: Drawing No. W02-27, titled "US Aluminum Series'btfg-t00' st;104Qnt • ?" .. Sys.-(L.M.I.)", sheets 1, 2, 3, 3.1 and 4 through 11 of 11, dated 03/29/02, with revislgq JJ stated 02/0,1/18, . • prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearif g t1le MiamirDade • • • • * • County Product Control Revision stamp with the Notice of Acceptance number andexp Lion date ty the ; • • • • Miami -Dade County Product Control Section. • • • 0*0000 ' • 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 renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0331.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.1"301.09 MLAMFDADE COUNTYV. Expiration Date: May 20, 2024 ha Approval Date: May 17, 2018 Page 1 US Aluminum (FL) — Division of C.R. Laurence Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #04-0331.02) 2. Drawing No. W02-27, titled "US Aluminum Series "DHS-500" Storefront Sys (L.M.I.)", sheets 1, 2, 3, 3.1 and 4 through 11 of 11, dated 03/29/02, with revision G dated 02/11/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ;...:. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ..... • � • • along with marked -up drawings and installation diagram of series'P2S-50Q binun&...:. window wall/storefront system, prepared by Fenestration TestingZaboratory, Inc., • ; Test Report No. FTL-6554, dated 07/08/11, signed and sealed 1)-M4:rlin Q!Batson, • • • P.E. .... .... ..... . . (Submitted under NOA No. 11-092 7.06) • • .. .. .... • ...... • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...... • 2) Uniform Static Air Pressure Test, Loading per eBit TA*.ZQZ.94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-90 .' . 0• • • • 4) Large Missile Impact Test per FBC, TAS 201-04 000000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series DHS-500-1 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6075, dated 10/19/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA #10-0308.02) 3. 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 along with marked -up drawings and installation diagram of series DHS-500-1 aluminum storefront system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5662, dated 06/19/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA #09-0218.05) WZZ A, a d�2 Manuel P ez, .E. Product ControVExaifimer NOA No. 01.09 Expiration Date: May 20, 2024 Approval Date: May 17, 2018 E-1 US Aluminum (FL) — Division of C.R. Laurence Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked -up drawings and installation diagram of series DHS-500 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4115, dated 03/24/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA #04-0331.02) 5. 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 44: ' • • •"," 5) Cyclic Wind Pressure Loading per FBC, T4$ZQj-94 •....' ....:. along with marked -up drawings and installation diagram of series tIMS-500 akaninunl • window wall system, prepared by Fenestration Testing Laboratory; fpc., Test (port ' No. FTL4042, dated 01 /26/04, signed and sealed by Edmundo L:aespad'a; li E. ; ; ; ; ; • (Submitted under NOA #04-0331.02) .... .... ...... C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complling Stith FBC-2007 • • • • and FBC-2010, prepared by Al-Farooq Corporation, dated 09/15'/11, signed'ix sealed by Javad Ahmad, P.E. (Submitted under NOA No. 11-092 7.06) 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. 3. Notice of Acceptance No.13-0814.01 issued to Oldcastle Glass Inc. for their "StormGlasgm Glass Interlayer", dated 10/24/13, expiring on 12/11/18. Manuel a .E. Product Control E a er NOA No. 18-0301.09 Expiration Date: May 20, 2024 Approval Date: May 17, 2018 E-2 US Aluminum (FL) — Division of C.R. Laurence Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), issued by Al-Farooq Corporation, dated May 1, 2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010, and of no financial interest, dated December 5, 2011, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 11-092 7.06) G. OTHERS 1. Notice of Acceptance No. 11-0927.06, issued to US Aluminum, Inc. — Division of C.R. Laurence., Inc. for their Series "Delta Doors DHS-500" Aluminum Storefront System, approved on 12/15/11 and expiring on 05/20/14. • .. .... ...... .... ...... ...... • .... .... . . . • .... ..... .... ...... . . ..... . . .. .. . . . .. .. ...... . ...... 00 • 0 0000.. . • .. .. . .. . . . . Manue Pe .E. Product Control am er NOA No. 18- .09 Expiration Date: May 20, 2024 Approval Date: May 17, 2018 E-3 US Aluminum (FL) — Division of C.R. Laurence Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W02-27, titled "US Aluminum Series "DHS-500" Storefront Sys (L.M.I.)", sheets 1, 2, 3, 3.1 and 4 through 11 of 11, dated 03/29/02, with revision H dated 02/01/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/08/18, prepared by Al-Farooq Corporation, signed ad& sealed by Javad Ahmad, P.E. 00*0 • • • • • 2. Glazing complies with ASTM E1300-09 • ...... .... ...... • 90 D. QUALITY ASSURANCE 0"" • 1. Miami -Dade Department of Regulatory and Economic Resource's MER) • • • • .. .. .. .. ...... E. MATERIAL CERTIFICATIONS • • • • • • • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Iitr...for theit""' "Trosifol® Ultraclear, Clear and Color PVB Glass Interlky!A dated 01/18/18g • • • - expiring on 07/08/19. • ' 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0724.07 issued to Oldcastle BuildingEnvelope®, Inc. for their "StormGlasgm Glass Interlayer", dated 10/26/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6"' Edition (2017), and of no financial interest, dated January 5, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0331.02, issued to US Aluminum, Inc. — Division of C.R. Laurence Co., Inc. for their Series "DHS-500" Aluminum Storefront System, approved on 05/08/14 and expiring on 05/20/19. Manuel er . Product Control E m- er NOA No. 1 1.09 Expiration Date: May 20, 2024 Approval Date: May 17, 2018 E-4 L IN J� a I N ,3 NLn 2 m e U z 4' MAX. TYP D.L. OPG. D.L. OPG. I I D.L. OPG. m� SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 t / I p ----------- E ------------ I I n N It I / ' �rc '/• SEE iI 'USALUMIN / � IMPACT DOOR N tI FOR DOOR. RkU II ;t Nk DETAILS I I LE ��------- 4' MAX. TYP. HEAD/SILL CORNERS ,UMINUM SERIES 'DHS-500' NUM WINDOW WALL STOREFRONT SYSTE THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DARE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. I D.L..[ OPG. m SEE SHEET 2 4 D M yW , N / C. A MAX. MAX. MULLION SPACING HEEAD/SILL SEE SHEET 3 ANCHORS TYPE A. B OR C ANCHORS B OR C `-2. 3 OR 4 AT EACH SIDE OF MULL ,_AT DOOR MULL SEE SHEET 4 SEE SHEETS 5 t 6 TYPICAL ELEVATION s FOR QUANTITIES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE a USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE R ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL 4: . Fes- 17, MAX. AT CORNERS MEAD/SILL Q s E (3 D.L.O. HEIGHT FRAME HEIGHT — 5.5' (WINDOW WALL SYS. W/O HORIZONTALS) D.L.O. WIDTH FRAME WIDTH — 5.5" (SINGLE PANEL) MULLION CL TO CL SPACING — 3.75" (MULTIPLE PANELS) 0 THIS SYSTEM IS RATED FOR LARGE h SMALL MISSILE IMPACT. a g SHUTTERS ARE HOT REQUIRED. o INSTRUCTIONS: USE CHARTS AS FOLLOWS. PRODUCI711 FD o - o - complying with Nhe Florida LAMINATED GLASS i STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED B.Ift 14 o�p^ LAMINSULGLASS ON WIND VELOCITY, BLDG. HID*%% %jW • • • • . • • Acceptance de lS•V�✓I. D 8USING APPLICABLE ASCE 7 ST41NTLIAARRD. • • • . • • • • tionihte LARGE MISSILE IMPACTW STEP 2 SEE CHARTS ON SHEET 2 FOFttiESICN LO • • • • • • • YE. • • • • ••• • 1LUITTTIiI CAPACITY OF DESIRED GLASS SI • • • • • • • • • Miami Product 'Y��j�i STEP 3 CHECK MULLION CAPACITY FoR*A*GN00,Qm AIT • • • •• _ HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT FEBe� y �`• • '� R MULLION AND MEETS 5 h e FOR DOOR MULLION. Ea' THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. y }• • • ••• =ATE cT�_ 8 STEP 4 USING CHARTS ON SHEET ST • • • • • AND CHARTS ON SHEETS Qp F DOOR SELECT ANCHOR OPTION DESIG RATI e • OF drawing no. THAN DESIGN LOAD SPEC] yN j • • • • • • .... 1:..; ' STEP THE AND 4 SQ�WL.VAPPLY ENTIRE SYSTEM • • • ��7'��Oi�AL 1L sheet 1 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• GLSS LOAD CAPACITY - PBP CII99 TYPBS G1139 TYPB CUSS iiYPE T 32- 36' 40• 44• 1. 46' 1. se• eo- 26' 32' 36' 40' 44' 66" 46' 1. SB' 60' 26' 32' 36' 40' 44' 72' 1. 52' 58' 80' 28' 32' 36' 40' 44' 76' 45" 52' S6- 60" 26- 32- 36' 40' 44' 64- 46' 52' 56• 60' ze• 32' 38' 40• 44" 1. 48' sz• D.L.O. WIDTH .. D.L.O. WIDTH a J J C 1/4- HEAT STREN'D GLASS 1/4- HEAT STREN•0 GLASS V N 090• Intedayer 075• Intedayer c SontryGbe Stortngan BY 'Kuroray Americo, Inc.' By 'OldeasUe BuildinpEnvobpe, Inc.' O ti pry 1/4" HEAT STREN'D GLASS 1/4- HEAT STREN'0 GLASS 4 1aII 10 i 8 R7t�;ol� j� I I vujA a ° GLASS TYPE 'A' GLASS TYPE 'E' ^ E ' O 1/4' HEAT STREN'D GLASS }A 8 OBO' Mterioysr � Sentry0as oo By 'Kuroroy America, Inc.' 1/4• HEAT STREN'D GLASS V 1/4' HEAT STREMD GLASS 090' Interlayer 1/2- AIR SPACE TroeNol PVB By 'kuroray Americo, Inc.' �5 1/4- TEMP. GLASS 1/4- HEAT STREN'D GLASS - F w Eci�m� dt c°n E 3� . ro to i m 10 a Z$ i 4 1 11 c g GLASS TYPE 'C' GLASS TYPE 'D' n • 4 R GLAZING OPTIONS u PRODUCT REVISED . complying with dw fwrida r� • - 13uiidingCoae !8-DJDt.v7 ' O ^' 4 • • • • • • • • • • • • • • • • • • • AccePtence 140 Ex ieati Date 0+ g g g • • • • • • • • • • • • • • • • • • • • • 13y C u y " s • • • • • • • • • htiami ,I gg , FEB • ••• lot • • • i of drawing no. • NOTt y : • • • '''�' • GLASSCAPAW N116 01* THIS SHLI T ARC .� '' • � ��`� WOZ—Z% BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • • • • • • • • • •• •• • • • •• •• JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULLION LOAD CAPACITY - PSP O g JAMB h MULIJON3 WITHOUT EIMERIMSDIATR HORIZONTALS JAMB Jt MULLIONS WITHOUT 0471DtNEDIATR HORIZONTALS N JAMB MULLION MULION MULJON IEULIION MULLION JAMB MULION MULIION IRILIION MOLIJON MULLION St NOMINAL DIMS. 'Jl' 'Ml' 'M2' .0. 'Y4' 'Y6' NOMINAL DIMS. 'Jl. 'Ut' 1112' .0. 'M4 .11, EEO. (+) EXT. (+) D0. (+) EXT. (+) EXT. (+) ExT. (+) EXT. (+) ExT. (+) EXT. (+) D(T. (+) EXT. (+) EXT. (+) x k q MR (W) FRAME HWW INT. (-) 9TT. (-) INT. (-) INT. (-) INT. (-) INT. (-) W TH (W) FlIA E NW9 NT. (-) INT. (-) INT. (-) W. (-) NT. (-) NT. (-) 4MM 15 32' 80.0 100.O 130.0 130.0 130.0 130.0 32' 80.0 40.0 130.0 1304 130.0 130.0 1 36• 60.0 100.0 130.0 130.0 130.0 130.0 36' 80.0 40.0 130.0 130.0 130.0 130.0 40' a0.0 100.0 130.0 130.0 130A 130.0 40• 80.0 40.0 130.0 130.0 130.0 130.0 C µ' M, 80.0 100.0 -. 13MO 130.0 130.0 130.0 µ• 102, 80.0 40.0 126.1 130.0 130.0 130.0 I W1 # W2 ,� W3 48' 80.0 100.0 130.0 130.0 130.0 130.0 4a' 50.0 40.0 117.0 130.0 130.0 130.0 4 0 se $0.0 100.0 130.0 130.0 130.0 130.0 52' 80.0 40.0 109.5 1273 130.0 130.0 V h 56' 80.0 100.0 130.0 130.0 130.0 130.0 1. 30.0 40.0 103.2 120.0 130.0 130.0 WIDTH (W) - Wl 1Q7 60• 80.0 100.0 130.0 130.0 130.0 130.0 32' 80.0 40.0 130.0 130.0 130.0 130.0 AT FRAME JAMB ggg6 32' 80.0 100.0 130.0 13oA 130.0 130.0 35' 80.0 40.0 130.0 130.0 130.0 130.0 WIDTH (W) - W2 + W3 38' 80.0 100.0 130.0 130.0 130.0 130.0 40' for 90.0 40.0 121.6 130.0 130.0 130.0 AT FRAME NULLJON 2 1. a0.0 100.0 130.0 130.0 130.0 130.0 µ' 60.0 40.0 111.7 129.6 130.0 130.0 Z µ' 78' 100.0 130.0 130.0 130.0 130.0 48' a0.0 40A 1033 120.3 130.0 130.0 48' 80.0 100.0 130.0 130.0 MO 130.0 52' 80A 40.0 96.7 112.4 123.5 130.0 1. 60.0 100.0 130.0 130.0 130.0 130.0 1. 80.0 40.0 130.0 130.0 130.0 130.0 1. a0.0 99.0 130.0 130.0 130.0 130.0 sr 80.0 40.0 119.5 130.0 130.0 130.0 6W a0.0 95.4 130.0 130.0 130.0 130.0 40' 114' 80.0 40.0 1010 126.3 UO.0 130LO 32' 90.0 100.0 130.0 130.0 13D.0 130.0 µ' 80.0 40.0 99.8 115.9 1273 130.0 Ti 5 36• a0.0 10D.0 130.0 130.0 130.0 130.0 48' 80.0 40.0 922 107.2 117.3 130.0 Q 1. 00.0 100.0 1 130.0 130.0 130.0 130.0 32• 80.0 40.0 120.5 130.0 130.0 130.0 U! 44' 80.0 983 130.0 130.0 130.0 130.0 38' 90.0 1 40.0 107.8 1 125.3 130.0 130.0 y 48' 80.0 91.9 130.0 130.0 130.0 130.0 40• 120, 80.0 40.0 97.7 113.6 124.8 130.0 SY 80.0 86.7 130.0 130.0 130.0 130.0 µ' 76.9 40.0 893 104.0 114.3 127.9 S 1• 60.0 52.4 130.0 130.0 130.0 130.0 48' 73.1 37.9 82.7 962 105.7 118.3 60•1 80.0 79.0 130.0 130.0 130.0 130.0 Ed 1. a0.0 100.0 130.0 130.0 130.0 130.0 14 14 C .e 36' $0.0 99.9 130.0 130.0 130.0 130.0 1. 80.0 91.1 130.0 130.0 130.0 130.0 13 13 Z Z r` 7S µ' 50.0 54.0 130.0 130.0 130.0 130.0 46' • 80.0 78.3 130.0 130.0 130.0 130.0 8 _ 3 6 _ 3 6 3 8 3 " SY 80.0 73.6 130.0 130.0 130.0 130.0 O 56' 80.0 69.8 130.0 130.0 130.0 130.0 60' 80.0 68.6 130.0 130.0 130.0 130.0 32' 80.0 96.6 130.0 130.0 130A 130.0 36• 80.0 86.7 130.0 130.0 130.0 130.0 MMLL[ON 'M2' MULLION 'MW MULLION 'M4' MULLION Y6' 1. 80.0 78.9 130.0 130.0 130.0 130.0 p g+ µ' 80.0 72.7 130.0 130.0 130.0 130.0 Ix W4 Sx N-3 is tN"4 Si NY'3 [x IIY'4 $s 9Y'3 is N^4 3x 9Y'3 ALVYII4IJY 4.7849 1.8627 ALUMINUM 4.7649 1.6627 ALUI@LUM 4.7849 1.8627 1ILJMD11JJl 4. 649 1.8627 • µ, 96' 80.0 67.8 130.0 130.0 130.0 130.0 STR6t. WWI' 1.489 STIR[, 4.1 s7 1.798 STEEL 4.730 .046 57'EfiL 4 2.374 m 52' 60.0 63.4 125.1 130.0 1J(1.0 130.0 TMDT + h x 14.615 y y + s aR x 21 18.8202 y •,tom + r an x Lf 18.482 y j,t9yTOT�'+ M sTt x Lo 20.8889 m 56' 80.0 59.9 11A3 170.0 130A 130.0 bo• 80.0 67.0 1125 130.0 130.a 130.0 STEEL REINFORCING LENGTHS - FRAME HEIGHTS a 1 1. 80.0 92.4 PRODUCT RFVISFJ7 c m a 36' 80.0 a2.9 • • • • • • • • • • • • ns cosnplYitrJ v.ith tUe 17orxtn 0 " - D1.O9 _ E dsss 40• aa' bo.o 82.9 • • • • • • • • • Building 18.pg 7 pZQ • • • • • • • • • Acapturox c W " µ• a0.0 69.4 • • • • • • • • • • • Expiratioa Dale ```t1-1^11 11�11LJ�J 48' 80.0 84J1 7 3 6 _ 4a • • • • • • • • • • BY product �•�•!,%�7ji� 56' 60.0 - JAMB 'Jl' MULION 'V7� • • • • • • • • • • • tz N^4 3i N^3 Iz xi4 Sz • • • • • • • 4. 98 1.7941 • • • • • • • OP��'`• `:� drawing no. 4.7849 1.88 �AzaaOn,[W0;..... 2-27 J�JJ�NAL 1t1�� sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOMINAL DIMS. WIN (W) FR41E NO sz• 36• 4W 44' 72• 48' 52' 58' 32' 36' 40' 44' 478• 8• 52" SB' 60• 32• 38• 40• 44' 49" �• 52• 38• 60• s2• 3a• 40' 44' 48' �• S2• S6" 60• 32• 38' 40• 44" 48• 96• 52' 1. 80• 32• ]6• 40• 44' 98• 48' JAIE & MULLION LOAD CAPACITY - PSP JAI® Jt MUWON WAD CAPACITY - PSF JAMB k MULLIONS WITH HiTBRMEDGTE HORIZONTALS JAMD k MULLIONS WrrH DiTSRMEDLITE HORIZONTALS JAMB MULLION MIHILON YUIJLON MULLION MULLION 11I® MUWON MUIJLON MU WON MULLION 'Y2' 'W 'M4' •MS' NOMNAL DE 'J1' 9L1' •M2' 'M3' '14' EXT. (+) EXL. (+) EXT. (+) EXT. (+) EXr. (+) O(r. (+) EXr. (+) EXr. (+) DR. (+) EKL Kr. (-) INT. c-) Kr. (-) FKr• c-> W. (-) Kr. (-) WIDTH_ (W).. rwu1E I.Ew INr. INT• (-) �. (-) �• (-) 32• 36• ,o• 44• 102• 48• 52' 58• 72' 36• �• 108' 44• 1. 52• 32• 1. 40' lie 44' 48• 1. 38• 1. 120' 44• WIDTH (W) - Wl AT FR" I" VADTH (W) - W2 + W3 AT FRAME MULLION 2 u w.0 Iz BY4 Sz x/" 3 III NY'4 Sz M3 Iz pi4 Sz IN" 3 IX W'"4 Sz N" 3 O .0 130.0 ALUMINUM 4.7849 1.6827 ALUMINUM 4.7649 1.6627 ALUMNUM 4. 649 1.6827 ALUMINUM 4.7649 1.8627 • E .0 130.0 STEEL 3.397 1.469 STffi. 4.15 1. 98 3T703L 4.730 2.048 SI'�. .490 2.374 u .0 130.0 k N.WTOT�4 b SR % LIP 14.615 b�A M + b m X Zo 16.8202 ya�y + I. m x L9 18.482 Y�wu1�r L.i 20.8889 0 130.0 1 130.0 STEEL REINFORCING LENGTHS - FRAME HEIGHTS c o • • •. • • • • • • • PRODUCT REVISLfl w ° o • • • • .0. • • • a: comoying with the Plolide 0 8 o S • • • • • • • • • Building Code C • • • • • • • • . • • Acccgtencc No I ��;,q/� ,1/11111111 7 3 6 _ ' • . • ' . • ' .' • • • •' E. isoon Date %4Ji �1' Ji�� BY FAiemi ade Pmddc: _ Na JAMB 'Jl' WLION 'lii'.' : . ' . : : . : : :FZ 1 Iz N-a sz K'3 IXIN-4W02�27 Sz 3 • • • • • • • • • OF ' •� drawing no. 4.5896 1.7941 4. 64 1.88 • •. • • • • ''��..S:Qi� ••. F;.• •�1?�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOAD E%T.(+) CAPACITY B INT.(-) - PSF ANCHOR LOAD CAPACITY - PSF INTERMEDIATE ERT.(+) k 1Ni.(-) HORIZ ALONT L NOMINAL DINTS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HOW A2 AS A4 B2 B3 C2 C3 32' 110.0 130.0 130.0 130.0 130.0 130.0 130.0 38' 97.8 130.0 130.0 130.0 130.0 130.0 130.0 123.2 130.0 130.0 130.0 130.0 130.0 do 40 µ' 10B• 112.0 130.0 118.2 130.0 118.5 130.0 1. k72 45' 109.5 130.0 115.6 130.0 115.9 130.0 48' 102.7 130.0 108.3 130.0 108.6 130.0 1. 94.8 121.8 100.0 130.0 1D0.3 130.0 Wi W2 32' 130.0 130.0 130.0 130.0 130.0 130.0 WIDTH (W) = W1 + W2 (MIAIJON) 36" 129.7 130.0 130.0 130.0 130.0 130.0 2130.0 40' 114� 118.7 130.0 123.2 730.0 123.5 130.0 µ' 106.1 130.0 112.0 130.0 112.2 130.0 45' 103.7 130.0 109.5 130.0 109.E 130.0 1. 97.3 125.1 102.6 130.0 102.9 130.0 32' Wo 130.0 1 130.0 130.0 130.0 130.0 130.0 36• 88.0 123.2 130.0 130.0 130.0 130.0 130.0 40' 120' 79.2 110.9 130.0 117.0 130.0 117.3 130.0 44" 72.0 100.8 129.6 106.4 130.0 106.6 130.0 45 70.4 96.6 126.7 104.0 130.0 104.3 130.0 1.1 0.0 92.4 118.E 97.5 130.0 27.8 130.0 ANCHORS TYPES: SEE SHEET 7 FOR DESCRIPTIONA: SHEET 1 FOR INSTRUCTIONS A2 = ((2)) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON A3 ((3)) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON B3 (3) ANCHORS TYPE '8' AT EACH SIDE OF MUWON C3 = 3 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON A4 (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION, IN �I 3' 6� �- I __ 3• 4e- 3-' 3• 3' � 3- 3' 3' 3" P3• 3' • • • • • •7f A2. B2. C2 l3. B3. C94Y96" PR_Mplyi REVISFo mmWYNB wilh dx Florida1. Bmldi8 Code • e • • e • •••••0u-ptaam Tb •0 �•� • • • ••Sg' • • • •• • • ••• • DYGo. • • • • • • • • • ; ua*ni Ca•Ird \\\\ ///� • • • • • • • • • • • • • • • • • • • • • • ` FEB-2 • • • • • • • • • • • • • • • • • • • OF '• � • • • • • • • • • • • ' s •"••..... '�As��NAL1\\\.�` A6� W s NOMNAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 1 A4 B2 B3 C2 C3 z p a f$Fsai sqa eeN Idsl p r Z 4 _µ• 6 a Q 32' 36' 1. 1• 1. 1. 52" 56' 60. 72' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 13o.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0 110.0 130.0 130.0 130.0 130.0 130.0 130.0 101.5 130.0 130.0 130.0 130.0 130.0 130.0 94.3 130.0 130.0 130.0 130.0 130.0 130.0 88.0 123.2 130.0 130.0 130.0 130.0 130.0 36' 40" 45' 1. 52" 1. 1. 78• 130.0 130.0 130.0 130.0 130.0 f 30.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.8 130.0 130.0 130.0 130.0 730.0 130.0 110.8 130.0 130.0 130.0 130.0 130.0 130.0 105.3 130.0 130.0 130.0 130.0 130.0 130.0 101.5 130.0 130.0 130.0 130.0 130.0 130.0 . ""�� r} EE 0 O 0p t3 .g { Ed E S n 93.7 130.0 130.0 130.0 130.0 130.0 130.0 $7.0 121.E 130.0 128.6 130.0 128.9 130.0 81.2 113.7 130.0 120.0 130.0 120.3 130.0 32' 1. 1. 44' 1. 1. s2• SB' 60' 84' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 125.7 130.0 130.0 130.0 130.0 130.0 130.0 113.1 130.0 130.0 13o.0 130.0 130.0 130.0 102.9 130.0 130.0 130.0 130.0 130.0 130.0 100.8 130.0 130.0 130.0 130.0 130.0 130.0 94.3 130.0 130.0 130.0 130.0 130.0 130.0 s7.o 121 8 130.0 1za.e 130.0 12a.9 130.o 80.8 t13.1 130.0 119.4 130.0• 119.7 130.0 75.4 105.8 130.0 111.4 130.0 111.7 130.0 32' 36' 40' µ' 45• 48. 52• 56' 1. 1. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 117.3 130.0 130.0 130.0 130.0 130.0 130.0 105.6 130.0 130.0 130.0 130.0 130.0 130.0 96.0 130.0 130.0 130.0 130.0 130.0 130.0 c g 0_ 8 g a O tl 1 t ^ 2p 93.9 130.0 130.0 130.0 130.0 130.0 130.0 8B.0 123.2 130.0 130.0 130.0 130.0 130.0 81.2 113.7 130.0 120.0 130.0 120.3 130.0 75.4 105.6 130.0 111.4 130.0 111.7 130.0 70.4 98.6 126.7 104.0 130.0 104Z 130.0 32' 36' 1. µ' 52" 123.8 130.0 130.0 130.0 130.0 130.0 730.0 110.0 130.0 130.0 130.0 130.0 130.0 13o.0 130.0 130.0 130.0 130.0 130.0 130.0 126.0 130.0 130.0 130.0 130.0 130.0 123.2 130.0 130.0 130.0 130.0 130.0 o g• t72 115.5 130.0 121.9 130.0 122.2 130.0 106.E 130.0 1125 130.0 112.8 130.0 99.0 127.3 104.5 130.0 104.7 130.0 92.4 118.8 97.5 130.0 97.8 130.0 , drawing no. 32" 36' 40' µ' 45' 1. 52" Sg' 116.5 130.0 130.0 130.0 130.0 130.0 130.0 103.5 130.0 130.0 130.0 130.0 130.0 130.0 93.2 130.0 130.0 130.0 130.0 130.0 130.0 $4.7 118.6 130.0 125.1 130.0 125.5 13D.0102' 82.8 116.0 130.0 122.4 130.0 122.7 130.0 77.6 105.7 130.0 114.7 130.0 115.0 130.0 71.7 100.3 129.0 105.9 130.0 106.2 130.0 66.8 93.2 119.8 98.3 130.0 98.6 130.0 sheet 4of 11 • •• •• • • • •• •• DOOR M=ON IAAD CAPACYfY-PS! •IDTH (W) INCHES FRAME HEIGHT INCHES WITHOUT rdw. LIGHT REM. Holum REM. HEAVY REM. OR. (+) INT. (-) OCT. (+) INT. (-) EXT. (+) NIT. (-) EXT. (+) INT. (-) 30 33 36 39 42 45 48 51 54 57 60 82 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 71.8 95.9 100.0 100.0 30 33 36 39 42 45 48 51 54 57 so 64 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 t00.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 72.2 98.9 100.0 1W 68.4 91.8 100.0 100.0 - 87.2 100.0 100.0 30 33 36 39 42 45 48 51 54 57 60 92 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 70.5 95.3 100.0 100.0 56.4 80.7 100.0 100.0 62.7 84.7 100.0 100.0 - Sol 100.0 100.0 - 76.2 100.0 100.0 30 33 36 39 42 45 48 51 54 57 60 98 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 70.6 95.9 t00.0 100.0 65.9 89.5 100.0 100.0 61.8 83.9 100.0 100.0 58.1 79.0 100.0 100.0 - 74.6. 100.0 100.0 70.7 96.7 100.0 67.2 91.9 100.0 30 33 36 39 42 45 48 51 54 57 60 104 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 72.7 99.4 100.0 100.0 67.1 91.7 100.0 100.0 62.3 85.2 100.0 100.0 58.1 79.5 100.0 100.0 54.5 74.5 100.0 100.0 70.2 26.0 100.0 - 66.3 90.7 100.0 $2.8 85.9 100.0 - 59.6 81.6 100.0 DOOR MULIdON LOAD CAPACRY-PSF IIID'fH IN) ITCHES FRAME HEIGHT INCHES WITHOUT REM. LIGHT RENF. MEDIUM REM. HEAVY REM. IXT. (+) 6R. (-) E1Tr. (+) INT. (-) EXT. (+) WT. (-) Ext. (+) INT. (-) 30 33 36 39 42 46 48 51 54 57 60 110 75.0 100.0 100.0 100.0 70.4 9" 100.0 100.0 64.6 86.8 100.0 100.0 59.6 82.0 100.0 100.0 55.3 76.1 100.0 100.0 51.6 71.1 97.2 100.0 - 68.6 91.2 10011 - 82.7 85.8 100.0 - 59.2 61.0 100.0 - 58.1 76.8 97.0 - 53.3 72.9 92.7 30 33 36 39 42 45 48 51 54 57 60 116 95.9 100.0 100.0 - 67.1 100.0 100.0 79.9 100.0 100.0 - 73.7 100.0 100.0 - 66.5 93.7 100.0 63.9 87.4 100.0 - 59.9 52.0 100.0 - 54.4 77.2 98.1 53.3 72.9 92.6 50.5 69.0 $7.7 47.9 65.8 $3.4 30 33 36 39 42 45 48 51 54 60 120 89.6 100.0 100.0 - 81.4 100.0 100.0 - 74.7 100.0 100.0 - 68.9 94.3 1004 - 64.0 87.8 100.0 - 52.7 81.7 100.0 - 56.0 76.6 97.4 52.7 72.1 91.8 49.8 68.1 ".657 47.1 64.5 82.0 44.8 t 61.3 77.9 SILOSTRITE1 TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD W1IHOUT REBIF. LK.Yif IEpUM REINF. RE W. NFAW REIN. CONCRETE 4 5 S s METAL 4 S 5 6 I I /1 / 1 G 1 1 i T9 , US ALUMINUM oUTSWING DOORS SEE SEPARATE NOA G � i1i I d;y 99��7!;TL!� JJI!I!Ilyyii 0 \ W2 ` Y W7 "F� _ W7W2 WITH W1 + W2 WIDTH � 1Y1 + W2 \_ANCHORS AT - MTG. STILES 2 2 4 SEE DOOR N TOTAL NO. Of ANCHORS OR AT DOMULUDN SILL WITHOUT LIGHT MEDIUu HEAW SU85TRATE REI W. WW. 80F. CONCRETE 5 5 8 SUBSTRATE TOTAL NO. OF AT DOOR MULLION ANCHORS MEAD WnHOUT REINF. I LIGHT REiW. I MECUM REINF. I NEW REIW. 7 1 a 1 9 CONCRETE 4 S 3 6 METAL 4 5 51 6 N_ 6 8 15 QN0 TOTAL N0. OF ANCHORS AT DOOR MULLION S61 WRHOUT LxOTT MECUM HEAR UBSTRA R F. RE9HF. RE9/F. CONCRETE 4 s s 6 US ALUMINUM OUTSWING DO - - - SEE SEPARATE 1 1 I \ 1 wLraOtrr RBQiP. STEEL REINFORCING LENGTHS a FRAME HEIGHTS P[iODUJCT REVISED W2 \ _ Wt 18 18 an complyirS with the P 14& • • • • • Building Code C� • • • • • e ccuPH�Pln.�a-dOil Wt ; ExpW2 AWIDTH (W) • • • • • • • • iaation Date 4' 6 15 6 •15 • • • • 6 • 15 Ai:ani ade w1"xH 'ir'C�4 I ZOiS • • • ••• _ 0. LIGHT RBINP. 1MIVM REH4F. • • • HEAV• EMP. • Iz 9Y'4 3z 6F'J • Is 1! 4 x • • • 61-4 er-3 „CCC ALIJ1@lUM 4.9848 1.9567 AL 4. 1.9 • AL • UM 4.9848 1.9567 1i� 9TEffi. 1.8775 .8119 $I'BEI. 3. 021 1.3U7 1 4.5354 11.9614 Y NLYAL+ k SR x LIP10.4298 k ALUM kAL+ rn x y1 14.2709 k AM + Y SIL x 2.018.1375 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R, o F crowing no. W02-27 DOOR MULUON LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. um R(S w. No=EXT.(=W. 6EAYY RI IP. NOMNAL DIMS. UGH7 RELAY. MEDIUM KW. MUW FX7F. INCHES tiC16' WIDTH lIQES' EXT. M. (*) MT. (+ Nf. (*) HUGHT UIL11E5 WON SI) 14CHEFRAME RIWOM 6' EXT. MT. (+) Ext.(1 MT. (±) INT. («) 90 80 46-1/4 52-1/4 58-1/4 64-1/4 89.9 100.0 100.0 108 60 48-1/4 52-1/4 58-1/4 64-1/4 62.5 85.5 100.0 85.1 100.0 100.O 59.1 80.9 100.0 90.8 100.0 100.0 58.1 76.8 97.6 76.9 100.0 100.0 53.4 73.1 92.9 64 46-1/4 32-1/4 58-1/4 84-1/4 85.7 100.0 100.O 64 46-1/4 52-1/4 58-1/4 64-1/4 60.2 82.4 100.0 82.2 100.0 100.0 78.1 99.3 78.2 100.0 100.0 LEL 74.3 94.4 74.5 100.0 100.0 70.8 90.0 72 48-1/4 52-1/4 58-1/4 64-1/4 80.8 100.0 100.0 72 46-1/4 52-1/4 58-1/4 64-1/4 58.1 78.8 97.8 76.9 100.0 100.0 53.4 73.1 92.9 73.4 100.0 100.0 50.9 69.7 88.8 70.1 ".a 100.0 45.7 66.6 84.7 84 46-1/4 52-1/4 55-1/4 64-1/4 73.4 100.0 100.0 84 48-1/4 52-1/4 56-1/4 50.9 69.7 88.6 70.1 98.0 100.0 48.7 66.6 84.7 67.2 91.9 100.0 46.8 63.3 81.1 64.5 88.2 100.0 114 1 80 48-1/4 52-1/4 58-1/4 84-1/4 56.1 76.7 97.5 96 60 48-1/4 52-1/4 58-1/4 64-1/4 79.0 100.0 10D.0 53.1 72.6 92.3 74.5 100.0 100.0 50.4 68.9 87.6 71.0 97.2 100.0 47.9 65.6 93.4 67.6 92.5 100.0 84 46-1/4 52-1/4 58-1/4 84-1/4 54.0 73.9 93.9 84 46-1/4 52-1/4 58-1/4 64-1/4 76.2 100.0 100.O 51.2 70.1 82A 72.2 98.8 100.0 48.7 66.7 $4.7 68.7 94.0 100.0 46.4 63.5 80.5 65.5 89.6 100.0 72 46-1/4 52-1/4 58-1/4 64-1/4 50.4 68.9 87.5 72 48-1/4 52-1/4 55-1/4 64-1/4 71.0 97.2' 100.0 47.9 65.6 83.4 67.6 92.5 100.0 45.7 616 79.5 64.5 652 100.0 43.7 59.8 76.0 61.6 $4.3 100.0 84 46-1/4 52-1/4 45.7 62.6 79.5 84 46-1/4 52-1/4 58-1/4 64-1/4 64.5 88.2 100.0 43.7 59.8 78.0 81.8 84.3 100.0 120 1 6 60 46-1/4 52-1/4 58-1/4 64-1/4 50.6 69.2 88.0 59.0 80.8 100.0 47.9 65.5 83.3 56.6 77.5 98.5 45.5 62.2 79.0 102 60 46-1/4 52-1/4 58-1/4 84-1/4 70.0 95.8 100.0 43.3 592 75.2 86.3 90.7 100.0 54 48-1/4 52-1/4 58-1/4 84-1/4 48.8 66.7 84.8 62.9 86.1 100.0 46.2 $3.3 80.4 59.9 81.9 100.0 44.0 60.2 76.5 64 46-1/4 52-1/4 58-1/4 84-1/4 67.5 92.3 100.0 41.9 57.3 72.9 64.0 87.6 100.0 72 48-1/4 52-1/4 58-1/4 45.5 62.2 79.0 60.9' 83.3 100.0 43.3 59.2 75.2 58.0 79.4 100.0 41.3 S63 71.8 72 46-1/4 52-1/4 58-1/4 62.9 59.9 88.1 81.9 0 0 84 16 15 48-1/4 41.3 8 58.5 71.8 18•••64-1/4 • ••46-1/4 ••52-1/4 • •• •84 5 B 57.1 782 54.6 74.7 099.3 58-1/4 64-1/4 57.1 762 54.8 74.7 52.3 71.60 50.2 68.7 87.3 11 I 7E TOTAL N0. OF ANCHORS AT DOOR MULLION HEM L1CF1T YEDNJY REINF. RERB'. HEAW RERIF. CONCRETE 4 8 7 METAL 4 6 7 -____==== DUE == SEE I y 12 +I ANCHORS AT MTG. STILES SEE DOOR NOA TOTAL N0. OF ANCHORS AT DOOR MULLgN SNL UGTET MEDIUM HFAW SUBSTRATE RDNF. RUNE. CONCRETE 4 6 7 STEEL REINFORCING LENGTHS - FRAME HEIGHTS 1 • MIODUCr REVISED as cumplyinB with dw Flmida • nui{di is-GaDi •�9 • • • • t;.picatio•Dale 'l+Aar • • 15 BY M' t.adeProd{tct Coelml •�• � 1 �O18 • LIGHT R87NP. ]�pHIM•$6QlP. • • • �Yali�t • iLIP IX IN"4 Sz Rf3 • Iz Sz IIf' • • • • 6Y'4 61'3 4.9848 1.9567 AL171[D4UM 4.9 1.956 . 848 . 58 1.8775 .8119 9TB®, 3. 21 1.384 31'BEf. 4.3354 1.9614 m x U 1O.4298 TOTTAL u mL x 2J 14.27O9 k WY 4 k 1n x 2A 18.1375 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ri y =aI drawing no. 0 W02-27 TYPICAL ANCKOKS SEE ELEV. FOR SPACING TYPICAL ANCHORS �u s TYPICAL ANCHORS SEE ON N SEE ELIZING FOR ACING I FOR SPACc 1 o b F z� WOOD BUCKS AND METAL STRUCTURES NOT BY US ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. d TYPICAL ANCHORS: SEE EL V. FOR SPACING c TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (F—in KSI, F"m KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES E 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS s� 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) TYPE 'B'- 1/4' DLA, ULTRACON BY 'ELCO' (Fw177 iM, FY-155 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) x TYPE 'C'- #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) O INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PUNTED) p CRITICAL EDGE DISTANCE � INTO CONCRETE AND BLOCKS - 2-1/2' MIN. e INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN, WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. t • e � o • • • • • • • • • • • • CONCRETE AT HEAD. SILL OR JAMBS f t - 3000 PSI MIN. n a $ S o • • • • • • • • • • C-90 GROUT -FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • •• • • • • ••• • • • • • • • • • • ```11111111f/fff' • • •• • • �°FloridP .�6CB t�i�•G • • • • •• • Ac4cpt�n4, ' to W _ drawing rawing b no. • • ... . . . . ... . . . . . . . . . . . 0% .. .. . . . .. .. ... . TYPICAL ANCHORS 1/4' MAX. SHIM SPACE O SECURED JAMB 1/4-20 X 2' MS W/ WASHER k NUT EO 1/4' MAX. FOR SPACING �%lu - C AT 27' O.C. MAX. SHIM SPACE 1/4' MAX. Z m tg BY W000 BUCK 3 3 • SHIM SPACE Q F gg q p El TYPICAL ANCHORS ... SEEOR G 6 g �� yyll � y, Stl2 tl NO a D.L.OPG. O.L. OPG. Lli cs EXTERIOR 'ANCHORS FRAME WIDTH 1/4' MAX. 4 SHIM SPACE QQ TYPICAL SEE ELEV. METAL 9 FOR SPACING STRUCTURE " C E��m� TYPICAL ANCHORS SSEE n p � UNSECURED JAMB O O OPTIONAL O _ FOR SPACING Z = G? Y! ?S 3 SEE CHART ON SHEET 3 3 !s sjp^2� QqiS O 6 6 c S$ ! $ ' y O � 8 Y ------ ---- .. PROD VISED 1D•Ftaids ;camPTyie9 ' • • • • • • • • DOC • • • Ely Miom' PNdmt Ifffff' ``\\\U11 'i a SILICONE 790 CAP y• Y • '� �' 9 �t DEPTH . 3/8' MIN. HEIGHT MIN. MAX. • ••• • • • ••• �' �• MIN k MAX. GAP 72* 64' 3/16' 3/4' 5/16' 3/4' • • • • • • • • • • • • • • • • • • • • • • � ••, &T •� � drawing no. 96' • • • • • • • ,� 2 j �1� �i� SEE CHART BELOW tOg• S/i6' 3/4' ALTERNATE SEALANTS AT JAMB CAPS CAWBE DESIGNM BY ENGINEER OF REC .. �• 6�``� '�SS� WOn�27 3/4' BASED ON MANUFACTURER GUIDEES. ffffl 1t\ lit I sheet 8of � � • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • 0 O _I MIAMI-DARE COUNTY IMPACT RESISTANT TRANSOM BY 'US ALUM' UNDER SEPARATE APPfIWAL ,s II 1 I JI _I WITHOUT C' REINFORCING I I ------------------------------ MWII-DADE COUNTY APPROVED II 11 IMPACT RESISTANT DOOR 6Y 'US ALUM' 1 UNDER SEPARATE APPROVAL I IL___________________________J 11 J __________i 1 _____- -`-- �1 ---- I ----------------------------- MEDIUM C' REINFORCING ,S ----------------- �1 1j 11 I STEEL REINFORCING SEE SHEETS S AND B FOR CAPACITY (i gn 0 �,u s ._____-____i Im I I qss/ 1 z O A K M-DADEO b PPAACT RESISTANT APPROVED F n I I 1 1 I1uu ylag I _-_-_-_-_-_-, 1 lazy/ SEE SEPARATE 'US ALUMINUM' NOA FOR DESIGN LOAD 16 F ------j CAPACITY OF DOORS AND DOOR ANCHORS. _ LOWER VALUES FROM DOORS NOA 6 F OR STOREFRONT SYSTEM CAPACITY CHARTS o WILL APPLY TO ENTIRE SYSTEM. i ©LIGHT REINFORCING �3 I I I -------- j ---- -- ---- ------_-==,T---- C b H Ee I T o Nnh, I I .__________________� ©HEAVY • z § REINFORCING FE8212018 ___________________________J •iria� 6 _T • • • •• i e sc $ LI 9 • '��1• • • • • 1 ��m LLuz . R'RODUCT REV,SFD -ccmplylag wiih dw Flar' a. ` �. �• • i 1 • • • • __-� Ilvilding46 • • L _ _!_ �`_ = 1----i ... drawing no. • 0 +1 • ; BYW02-27 S `\ �------------------------------ { /s�OPdAL1,1`\ ` sheet 9of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• .125 4.952- 1.730 �{ .875.873 .123 .094 .125 I •y5p�{ p- I N II N .994 'j n P go .093 " 7Apq•�' 1.750 1.952 " iron k .1zs '�0 � Q J.983 A 4.984 1.083 1.000 1.063 1.098 5.000 4.625 4,0DD 4.625 �r 3.507 A 3.807 8 �- 3.948 GGGzy777 N FRAME HEAD/SILL 4+ � 4.952 1,952 C .094 .135gFF 1.750 1.000 1 000 DOOR MULL DOOR MULL DOOR MULL a E F REINF. CHANNEL REINF. BAR REINF. CHANNEL ru ® FRAME JAMB/MULLION is DOOR MULLION 18 LIGHT 17 HEAVY 16 MEDIUM/HEAVY .349 1.750 •'C�e3l Cp 1.000 1.063 (3!T U r�7aSSS 2.984 1.083 � 3.948 3.144 3.500 S ® FRAME HORIZONTAL �1.313 �•�-7.123 230 i r I `dlu II R 1.900 Q POCKET FILLER 188 .250 4.000 4.6125 4.825 o R .078 S 3.500 3.000 n 7C q ,4 ® FEB$ _ • A a ,3 STOREFRONT MULLION • • • • • • • • • • • • 1 TD1$ ° o - - - o .349 STEEL REINFORCING • • • • • • • • • w u x 36 KSI MIN. • • • • • • • • • • • QSNAP IN COVER • • • • • • • • • • • • `\� /Wi7�i j�1.2641.127 I • • • • •• • • • • • • w • PRODUCf REV1I$SF„DO F3epidtia cop,yiw 97 • • • 0•p _-. c {7r0• • • • • pcaeplmca 1.10 1.127 •947 1.127OF • • • • • • • r • r F iretionlMte( 1�.063 • • • • • • s • ��TTT �f nj .875 Dade,�tobmt ��i s ••' .... `�� W�2-27 GLAZING STOP (LAM. GLASS) O,A GLAZING STOP (LAM. INSUL. GLASS) • •• •• • • • •• •• ••• • • • ••• • • %lu S N a a o a 12 F e / Q� • / 91, / aaq&& 8SC0 t a� ab O 12 ZAz 0 / R o� /. e12 g210 0 PRODUCFREVL4® �� = • • • • • • • • • Acoepleoce L'LeI A • • • • • • • • • • s irmtior Dace 24- • • • • • • • • • • • : O OIF drawing no. • • • • • • • �„ DedeP... •.....• ��•`` W02-27 OHAL1�L�� sheet 11 of 11 ITSY N0. PART NUMBER QUANTITY DEBCR[PTION MAT6RiAL 1fANP./SUPP1IQt/RSMAASS 1 OLD-103 AS REOD. FRAME HEAD/SILL 6083—TB — 2 OLD-104 AS REOD. FRAME HORIZONFAL e063—T8 — 3 OLD-100 AS REOD. FRAME JMIB/UVLLON 6083—TB — 4 DLD-102 AS READ. GLAZING STOP (LAM. CLASS) 6063—TS — 4A DLS-132 AS REOD. GLAZING STOP (LAM. INSUL CLASS) 8083—TS — 8 DLO-101 AS READ. POCKET FILLER 6083—TB — 7 BCE-475 AS READ. SNAP W COVER. 2-1/2' LAND 0063—T6 — 8 — AS REOD. GLAZING GASKET (LAM. CLASS) NEOPRENE — 8A 1R-323SE AS REOD. GLAZING GASI�T (LAM. pSUL G1A55) EPDM — p — AS REOD. GLAZRLG COMPOUND SILICONE DOWSIL 99S 10 V-2208 AS READ. 6LAZpLC TAPE — NORiON 11 — AS READ. SETUNG BLOCK AT 1/4' F91H1'S NEOPRENE 1/8' X 3/4' % 2' LONG 11A TX17005E AS REOD. SETRNG BLOCK AT 1/4' POINTS NEOPRENE — 12 /12 % 1-1/4' 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL — 13 — AS REOD. MULLION REINFORCING CHANN0. FULL LENGTH STEEL 1—S/16X 4—S/8 % 3/16' 13A — AS REOD. MULLION REbiFORCWIG CHANNEL, FULL LENGTH STEEL 1-1/8 X 4—S/8 X 1/4' 14 — /S REOD. MULLION REINFORCING BATL FULL LENGTH STEEL — 15 DLD-124 2/DOOR DOOR MULLION 6083—TB — 18 — AS REOD. DOOR MULLION REIIrF. CHANNEL. FULL LENGTH (UGHn STEEL — 17 — AS READ. DOOR NUllll)N RE1NF. CFMNNEL, FULL LENGTH (MEOIUM/HEAVY) STEEL — 18 AS REOD. DOOR MULLON REINFORCING 6AIt. FULL LENGTH (HEAVY) STEEL — • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department RECEIWEL lmu;� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 OCT 0 3 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 UT `,y FrBcC 201 � Master Permit No. Y V1 — 303S Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: G C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: t. � _'; Z O 050 " © O 1 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ,OWNER: Name (Fee Simple Titleholder): L N f> A F. RA-C Lj ✓►'l D Phone#: fi() S - 15 ( - 90-V d-C) 90 Address: E 0 N E 5 f h S7 City:fA I 5 g_S State: F'L .. Zi 3a c e N F�t�LJ_ 1='i CNz� P: � �� Tenant/Lessee Name: Phone#: Email: P67 (10 V%f1 - CONTRACTOR: Company Name: l � �-O KJ � `- J \` /Phone#3 0;7 Address: Qualifier Name: State Certification or Registration #: I) (D V5 (0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: �o'D� Type of Work: ❑ Addition ❑ Alteration ❑ New 29yepair/R/Replace ❑ Demolition Descri Won of Work: -p t Specify color of color thru i le 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 $ ZZ 6 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender'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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ------1 rSignature l*P Signature OWNER or AGENT CO ACTOR The foregoing instrument was acknowledged before me this r I day of ,r' 20 19 by hl%Y{:GZ f ib,4;t� who is personally known to me or who has produced � l l) �as identification and who did take an oath. NOTARY PUBLIC: Sig ��, Z- Print: The foregoing instrument was acknowledged before me this `I 9 day of (�� 20 (� by 15t-- I,C— I'lho is personally known to me or who has produced as identification and who did take NOTARY PUBLIC: Sign: E /�- U Print: L-CjL_v `'e4. Z7. MY COMMISSION FF 0198 r° ' �ue14' EMISSION t iT 1880Q7 Seal: Seal: MY COMMISSION EXPIRES: February 3, 2020 *M* PIRE& March 16, 2019 Sanded Thru Nbteiy Pubic Undenrritm s . BEooded ThN Budget Nebty Setvites APPROVED BY WA�Plans Examiner Zoning I •' .•` t:�=, i� Structural Review (Revised02/24/2014) a f' Clerk BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT , 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: JMEC CONSTRUCTION LLC Receipt #:GENE ALO CONTRACTOR (GENERAL Business Name: Business Type:DCONSTRACTOR) Owner Name: ERIC FINELSTEIN Business Opened:07/01/2015 Business Location: 560 NW 39 AVE State/County/Cert/Reg:CGC060569 COCONUT CREEK Exemption Code: Business Phone:954-410-4695 I Rooms Seats Employees Machines Professionals l For Vending Business Only Number of Machines: Vandinn Tvna- Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JMEC CONSTRUCTION LLC Receipt #02A-18-00000119 560 NW 39 AVE Paid 10/02/2018 29.70 COCONUT CREEK, FL - 33066 l 2018 - 2019 9/25/2018 Property Search Application - Miami -Dade County SWa. OFFICE OF THE PRnPERTY APPRAISER Summary Report Property Information Folio: 11-3206-050-0010 Property Address: 660 NE 95 ST Miami Shores, FL 33138-2758 Owner BACH PROPERTIES LLC Mailing Address 2075 ARCH CREEK DR N MIAMI, FL 33181-2114 PA Primary Zone 6800 COMMERCIAL - PROFESS OFFI Primary Land Use 1918 PROFESSIONAL SERVICE BLDG : CONDOMINIUM - COMMERCIAL Beds / Baths / Half 0/0/0 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 1,918 Sq.Ft Adjusted Area 1,918 Sq.Ft Lot Size Year Built 0 Sq.Ft 1954 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value Assessed Value $278,110 $278,110 $268,5201 $258,930 $268,520 $258,930 Benefits Information Benefit Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 660 CONDO - .............. UNIT A UNDIV38.91% INT IN COMMON ELEMENTS OFF REC 12877-4177 Generated On : 9/25/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $278,1101 $268,520 $258,930 School Board Exemption Value $0 $0 $0 W Taxable Value $278,110 $268,520 $258,930 City Exemption Value $0 $0 $0 Taxable Value . $278,110 $2 88,520 $258,930 . .... Regional Exemption Value $0 $0 Taxable Value_4 $278,110$268,520 $0 $258,930 Sales Information OR Previous Price Book- Qualification Description Sale Page 26186- Sales which are disqualified as a result of 05/01/2007 $0 3748 examination of the deed 08/01/2000 $200,000 1 251- Sales which are qualified j 076 14741- Sales which are disqualified as a result of 10/01/1990 $0 1488 examination of the deed 13883- Sales which are disqualified as a result of 09/01/1988 $0 2442 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 9/25/2018 Detail by Entity Name )I r'l:�lr.�#'i 9 orgagrs r{�j'i!'.'srI iilUs [!/'a�'Git'st:(tt Ky!!w'1 Qt.partment of Stag / Division of Comoraticars / Search RecoRis / Detail ._Bk_Documc�nt Number / Detail by Entity Name Florida Limited Liability Company BACH PROPERTIES LLC Filina Information Document Number L07000011215 FEI/EIN Number 26-2014710 Date Filed 01/30/2007 Effective Date 02/15/2007 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 05/06/2008 Event Effective Date NONE Principal Address 2075 ARCH CREEK DRIVE NORTH MIAMI, FL 33181 Mailing Address 2075 ARCH CREEK DRIVE NORTH MIAMI, FL 33181 Registered Agent Name & Address SMITH, LINDA M 1509 NE 105 STREET MIAMI SHORES, FL 33138 Authorized Person(s) Detail Name & Address Title MGMR BACH, LINDA LTRUSTEE 2075 ARCH CREEK DRIVE NORTH MIAMI, FL 33181 Annual Reports Report Year Filed Date 2016 01 /23/2016 2017 01 /10/2017 2018 01 / 17/2018 http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?i nqui rytype=EntityName&directionType=Initial&searchNam eOrder=BAC H PROPERTIE... 1/2 JeM*EvC 2511 N.W.171 Lane - Suite #4 Pompano Beach, F1.33064 CGCO60569 State of Florida County of: Dade Before me this day personal appeared Eric Finkelstein who, being duly sworn, deposes and says : That he will be the only person on the project located at., L 40 C Miami Shores F133138 .j ie Sworn to and subscribed before me this Z 0 'DA1 Mal ------ - ---- --------- L) Par o0 �° � .••,"•� LAURA PARLEY * * MY COMMISSION M FF 188027 EXPIRES: March 16, 2019 vr�rFa ��\Oe Bonded Thm Budget Notary Ser*% Wiz- Personally known Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites; skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled eme t: IUJ K& Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. F Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. L Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS. DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009; 11/] 7/2014 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exem Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to, -work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of J �M �. , 20 / D . BlfyyAl F* I who is personally known to e or has produced _,�w t � as identification. Notary:y J J. �/ u x m SEAL: S�:`�i''• M.SUMI MWS ' MY COMMISSION M FF 9MI98 y EXPIRES: February 3, 2020