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RC-18-910 (2)A Daniel Riveros P.E. JOB TITLE 873 NE 98th Street 9721 N Oak Knoll Cir ................................... Miami, FL Davie FL JOB NO. 17-150 SHEET NO. 954.612.9591 CALCULATED BY DR DATE 4/3/18 •••••• CHECKED BY DR DATE 4/3/18 CS 12 Ver 2014.09.20 \�� www.struware.com R/ V No 52 .... ...... T i .'�4e .... .... v STRUCTURAL CALCULATIONS FOR 873 NE 98th Street Miami, Fl- 0 L STRUCT APPROVEb_ / l_ TEJK _ • • •••• •••••• ...... .... ...... .... .... . . •••• •••• ••••• •••••• • •• ••••• • • • • • •••••• Daniel Riveros P.E. JOB TITLE 873 NE 98th Street 9721 N Oak Knoll Cir .............................................................................. Miami, FL Davie FL JOB NO. 17-150 SHEET NO. 954.612.9591 CALCULATED BY DR DATE 4/3/18 .................. W ..................... 11 CHECKED BY DR DATE 4/3/18 www.struware.com Code Search Code: ASCE 7 - 10 4.00/12 18.4 deg Occupancy: 50.0 ft Occupancy Group = R Residential Risk Category & Importance Factors: Risk Category = 11 Wind factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (9) 4.00/12 18.4 deg Building length (L) 50.0 ft Least width (B) 50.0 ft Mean Roof Ht (h) 15.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf use 30.0 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf Floor: Typical Floor 0 psf Partitions N/A Corridors above first floor 80 psf Lobbies & first floor corridors 100 psf Balconies (1.5 times live load) 0 psf . . .... ...... • .... .... ..... • Daniel Riveros P.E. JOB TITLE 873 NE 98th Street 0.20 t = 9721 N Oak Knoll Cir ........................................................................... Miami, FL 15 ft C = Davie FL JOB NO. 17-150 SHEET NO. 3.4 LZ = 954.612.9591 CALCULATED BY DR DATE 4/3/18 0.92 Iz = 0.23 CHECKED BY DR DATE 4/3/18 0.88 use G = 0.85 RL = Wind Loads: ASCE 7- 10 Ultimate Wind Speed 175 mph Nominal Wind Speed 135.6 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.849 Kh case 2 0.849 I Type of roof HipV{z� zil � SpeecFup Topographic Factor (Kzt) V 1 �„ k(y . •. • Topography Flat �- , ..,,.,�:. ' . • • •' ... • • • Hill Height (H) 80.0 ft+ • • • ' Half Hill Length (Lh) 100.0 ft Lh • ••�• ��• Actual H/Lh = 0.80 UseH/Lh = 0.50 •••••• Modified Lh = 160.0 ft ESCARPMENT �' •"�"". ' From top of crest: x = 50.0 ft Bldg up/downwind? downwind ;; . 09H/Lh= 0.50 K, = 0.000 .•..x/Lh J(qdas = 0.31 K2 = 0.792 41 nwir•J) :z/Lh = 0.09 K3 = 1.000 s int; 11 • • • At Mean Roof Ht: _ Lh ``t E • • • • �••��• • • Kzt=(1+KiK2K3)^2= 1.00 2D R1DGE or 30 AXISYMMETRICAL HILL Gust Effect Factor h = 15.0 ft B = 50.0 ft /z (0.6h) = 15.0 ft Riaid Structure e = 0.20 t = 500 ft Zmin = 15 ft C = 0.20 9o, 9V = 3.4 LZ = 427.1 ft Q = 0.92 Iz = 0.23 G = 0.88 use G = 0.85 Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.30 Rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency 0.0 Hz Damping ratio ((3) = 0 /b = 0.65 /a = 0.15 Vz = 147.8 N, = 0.00 Rn = 0.000 Rh = 28.282 q = 0.000 h = 15.0 ft RB = 28.282 n = 0.000 RL = 28.282 n = 0.000 Daniel Riveros P.E. JOB TITLE 873 NE 98th Street ........................................................................... 9721 N Oak Knoll Cir Miami, FL Davie FL JOB NO. 17-150 SHEET NO. F ............ 954.612.9591 CALCULATED BY DR DATE 4/3/18 .............................. ................... CHECKED BY DRDATE 4/3/18 9R = 0.000 R = 0.000 G = 0.000 Enclosure Classification Test for Enclosed Buildina: A building that does not qualify as open or partially enclosed. Test for Open Buildina: All walls are at least 80% open. Ao z 0.8Ag Test for Partially Enclosed Buildina: In ut Test Ao 0.0 sf Ao Z 1.1Aoi YES Ag 0.0 sf Ao > 4' or 0.01 Ag NO • Aoi 0.0 sf Aoi / Agi 5 0.20 NO Building is NOT • • • Agi 0.0 sf Partially Enclosed • Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: • • • • Aoz1.1Aoi �••••• Ao> smaller of4'or0.01Ag ..•••• Aoi/Agin 0.20 •�•••• Where: Ao = the total area of openings in a wall that receives positive external pressure. :90:0: Ag = the gross area of that wall in which Ao is identified. ' • Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. 0 • Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. • • • Reduction Factor for large volume Partially enclosed buildings (Ri) If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 Cf Ri = 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Altitude = 0 feet Average Air Density = 0.0765 Ibm/ft3 Constant = 0.00256 • • • • • 00 0 Daniel Riveros P.E. JOB TITLE 873 NE 98th Street .................................................................................... 9721 N Oak Knoll Cir Miami, FL Davie FL JOB NO. 17-150SHEET NO. •................................ _..................... ........... 954.612.9591 CALCULATED BY DR DATE 4/3/18 CHECKED BY DR _ ^^ _ DATE^ 4/3/15 Nominal Wind Pressures Wind -Loads - Components & Claddina : h <= 60' Kh (case 1) = 0.85 h = 15.0 ft Base pressure (qh) = 33.9 psf a = 5.0 ft • Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (9) = 18.4 deg Type of roof = Hip Roof AreE Negative Zone 1 Negative Zone Negative Zone < Positive All Zone; Overhang Zone 2 Overhang Zone Parapet GCp +/- GCpi Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 75 sf 500 sf -1.08 -1.01 -0.98 -36.7 -34.3 -33. -33.7 -33.3 -1.88 -1.53 -1.38 -63.8 -51.9 -46. -49.0 -46.8 -1.88 -1.53 -1.38 -63.8 -51.9 -46. -49.0 -46.8 0.68 0.54 0.48 23.1 18.3 16.3 17.1 16.3 -2.20 -2.20-2.20 74.7 74.7 74.7 74.7 -74.7 -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 -74.7. -74.7 Negative zone 3 = zone 2, since hip roof with angle - 25 degrees " • . " Overhang pressures in the table above assume an internal pressure coefficient (GrQ4Qf4W Overhang soffit pressure equals adj wall pressure (which includes internal pressure pt(:j psf) qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls GCp +/- GCpi Surface Pressure (psf) put Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 40 sf Negative Zone 4 -1.28 -1.10 -0.98 -43.4 -37.5 -33. -41.6 -39.8 Negative Zone 5 -1.58 -1.23 -0.98 -53.6 -41.6 -33. -50.0 -46.4 Positive Zone 4 & 5 1.18 1.00 0.88 40.1 34.1 29. 38.2 36.4 Surface Pressure sf U Jt 10 sf 100 sf 500 sf AQrj olid Parapet Pressure :ASE A: Interior zone: 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 95.0 0.0 0.0 ;ASE B : Interior zone: 0.0 0.0 0.0 • • 0.0 Corner zone: 0.0 0.0 0.01 a.0 Walls GCp +/- GCpi Surface Pressure (psf) put Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 40 sf Negative Zone 4 -1.28 -1.10 -0.98 -43.4 -37.5 -33. -41.6 -39.8 Negative Zone 5 -1.58 -1.23 -0.98 -53.6 -41.6 -33. -50.0 -46.4 Positive Zone 4 & 5 1.18 1.00 0.88 40.1 34.1 29. 38.2 36.4 • •••• •••••• • Daniel Riveros P.E. JOB TITLE 873 NE 98th Street 9721 N Oak Knoll Cir Miami, FL Davie FL JOB NO. 17-150 SHEET NO. w ...... •................. ........ 954.612.9591 CALCULATED BY DR DATE 4/3/18 4 CHECKED BY DR DATE 4/3/18 Nominal Wind Pressures Location of C&C Wind Pressure Zones 1 ; 1 f 1 n tl ,t Roofs w/ 0 5 10° and all walls h>60' Monoslope roofs 10°<0<_30° h <_ 60'& alt design h<90' Multispan Gable & Gable 7° < 0 <_ 45° Hip 7° < 0 5 27° 0000•• • •• •• •• 0000 0000•• • 0000•• •• •p�ayy •• • a � 0000•• Stepped roofs 0 <_ 3° h 5 60' & alt design h<90' Sawtooth 10° < 0 <_ 45° h:5 60' & alt design h<90' 0000•. .0000. 0000•• 0000• • 0000• 0000•• 0000•• 0000•• _V_ i i r ell 1 1 4 { �------t I i1 1 1 1 fl s r I 43 a —Z —; _ r _,_� 0000.• ••y7• zQ Lo 0000 Walls h5 60' Gable, Sawtooth and • • •: • • • • • • & alt design h<90' Multispan Gable 0 <_ 7 degrees & Monoslope roofs • Monoslope <_ 3 degrees 3 <•fi? 10° • • • • • • h <_ 60'& alt design h<90' h5 60•g alt design AM' Multispan Gable & Gable 7° < 0 <_ 45° Hip 7° < 0 5 27° 0000•• • •• •• •• 0000 0000•• • 0000•• •• •p�ayy •• • a � 0000•• Stepped roofs 0 <_ 3° h 5 60' & alt design h<90' Sawtooth 10° < 0 <_ 45° h:5 60' & alt design h<90' 0000•. .0000. 0000•• 0000• • 0000• 0000•• 0000•• 0000•• MIAM4DADE i DEPARTMENT OF REGULATORY AND ECONOMIC R + BOARD AND CODE ADMINISTRATION DIVISION C NOTICE OF ACCEPTANCE (NOA) 'W— E OF ; 41— AWP 1 AWP Window & Door Solutions, LLC "W/111110 8130 NW 74t1 Avenue Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 1vliami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: This NOA is being issued tinder 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 (late 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 o perforin iaW accepted •••• manner, the manufacturer will incur the expense of such testing and the AHJ may imnuadiatell revoke,0modify, or •• suspend the use of such product or material within their jurisdiction. RER reserves: e• Light tP•;gvoke th{�0 • •; • acceptance, if it is determined by Miami -Dade County Product Control Section that this p1Q(h t or matetjal fails tp meetthe requirements of the applicable building code. 0000 0000 0000.. This product is approved as described herein, and has been designed to comply with the Ft(X-W& tuilding CA, • • • • • including the High Velocity Hurricane Zone. *0:00: • • so*** Soto 00400* DESCRIPTION: Series "4100"Aluminum Sliding Glass Door (Steel-reinforced)-L.M.I�000 • .• APPROVAL DOCUMENT: Drawing No. W09-17 Rev G, titled "Series 4100 Alum Sli. G1as0s Door►�L.A4.I.)", • 0 09:0 . 0000 sheets 1 through 6 of 6, dated 03-11-09 and last revised on May 06, 2015, prepared by AL,,Fatw•q Corporation, :6006: signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stgtt4*jth the• 0 Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 0 • • MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. OX, XO or OXO configurations. 2. Typical pairs of anchors to be used at each location shown in elevation in sheet 1. 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 (late 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 #13-1224.01 (former Trulite Windows & Doors, LLC) consists of this page 1 and evidence pages E -I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 14-1103.02 Reviewed Expiration Date: July 08, 2019 Approval Date: May 13, 2015 Page 1 AWP Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections( Submitted under files see below) 2. Drawing No. W09-17 Rev G, titled "Series 4100 Alum Sld. Glass Door (L.M.I.)", sheets 1 through 6 of 6, dated 03-11-09 and last revised on May 06, 2015, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-1224.01/#12-0118.31 & #10-0804.04) 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Sliding g1a' door, by Fenestration Testing Lab., Test Report No. FTL-5766, dated 01 t23r0% signed41d . • • • prepared sealed by Michael S. Wenzel, P. E. 0.0.00 • • .' • • • C. CALCULATIONS (submitted under file 413-1224.01) ``•'�' • • 0000.. . . 0000 0000 1. Anchor verification calculations and structural analysis, complying with F5Cr2014 prepared by Al Farooq Corporation, dated 03/31/14 and last revised on 0(44ft signgd�an4 •• •• • sealed by Javad Ahmad, P.E. " " 600* """ 2. Glazuig complies w/ ASTMS -1300-04 &-09 • • `• • 0000.. D. QUALITY ASSURANCE • ;0000: , • 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for the "Saflex CP: Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/18. 2. Technical strength data of flexible vinyl (Apex 31674) gasket extruded by Melt plastic Int'1 Inc. F. STATEMENTS 1. Statement letter for Name change Request dated July 15, 2014, issued by AWP, LLC, signed by Gerardo Beros, director of Engineering. 2. Statement Letter from Trulite Window & Door Solutions, LLC, owners of existing NOA, stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA (notarized Schedule A), dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial Officer. 3. Asset purchase agreement dated March 20, 2014, between Trulite Intermediate Holding, hic.(Asset Sellers) and AWP Windows and Doors, LLC (Acquiror) signed by Mr. Paul Sclunitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Monis, Jr., President and C.F.O., AWP Windows and Doors, LLC 4. Statement letter of conformance to FBC 2014 (5th Edition), prepared by Al-Farooq Corporation, dated 01/04/12, signed and sealed by Javad Ahmad, P.E.( submitted under file #13-1224.01). Ishhq I. Chauda, P.E. Product Control Examiuer NOA No. 14-1103.02 Expiration Date: July 08, 2019 Approval Date: May 14, 2015 E-1 AWP Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F.• STATEMENTS (continue) : (Statement below were submitted under files #13-1224.01(Truelite) #12-0118.31 & #10-0804.04) 5. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 01/04/12, signed and sealed by Javad Alnnad, P.E. (Submitted under file #12-0118.31) 6. Statement letter of compliance, part of the above referenced test reports 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Will, Robert Wright, respectively. 8. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02-03-10.... 9. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated W-0, 2010, managed by Arch Intermediate Holding, LLC. • • ; • • • 10. Florida Dept. of State, listing of Arch Window, LLC (Foreign Limited LiabiTil to.), Managed by Arch Intermediate Holding, LLC, Tamarac, Fl. . •.. .... 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and*Va60grori Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares,Zt:pettivell. 12. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that`it has purc1fAM all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, FroxRent/C.E (torch Windows, LLC). :**Go* G. OTHER 1. This NOA revises #13-1224.01(foriner Trulite Windows & Doors), expiring on July 08, 2019. 2. Test proposal dated 08/04/08 approved by BCCO. shaq 1. Chanda, P.E. Product Control Examiner NOA No. 14-1103.02 Expiration Date: July 08, 2019 Approval Date: May 14, 2015 E-2 DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (OX, XO) INCHES DOOR FRAME WIDTH (0X0) INCHES DOOR FRAME HEIGHT INCHES „ 7/18 LAM. GLASS EXT. (+) INT. (-) 72 80 88 96 104 112 108 120 132 144 156 168 82 60.0 60._0 60.0 60.0 - 60.0 60.0 60.0 60.0 55.6 55.6 51.6 51.6 80 88 96 104 120 132 144 156 84 z m 60.0 60.0 - 60.0 60.0 60.0 60.0 1 55.6 55.6 72 80 88 96 108 120 132 144 90 60.0 60.0 60.0 60.0 60.0 _60.0 60.0 60.0 72 80 88 96 108 120 132 144 95-1/2 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. of- I V E No. 73152 ._ -0,. _. 70SIAT'E of OR0 ok ✓ `.\\+ �``f�ir111 t;i``\, V-3/16" HEAT STREN'D GLASS GLAZING DETAIL DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 6.625" D.L.O. WIDTH (FIX. PANEL) = PANEL WIDTH - 5.750" D.L.O. WIDTH (OPER. PANEL) = PANEL WIDTH - 6.000" PANEL HEIGHT = DOOR FRAME HEIGHT - 0.875" SERIES 4100 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. 075" Interlayer THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • Saflex CP With PET Core HURRICANE ZONE (HVHZ). By 'Eastman Chemical Co.' z 3/16" HEAT STREN'D GLASS LL TO TRANSFER LOADS TO THE STRUCTURE. fy SILICONE U) _ z m GE 2800to iv C NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ON I 43 III w0 I� I� p GLAZING DETAIL DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 6.625" D.L.O. WIDTH (FIX. PANEL) = PANEL WIDTH - 5.750" D.L.O. WIDTH (OPER. PANEL) = PANEL WIDTH - 6.000" PANEL HEIGHT = DOOR FRAME HEIGHT - 0.875" SERIES 4100 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). z 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LL TO TRANSFER LOADS TO THE STRUCTURE. fy ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ON MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • REQUIREMENTS OF THE FLORIDA BLDG. CODE. 6" MAX. 12" MAX- HEAD/SILL HEAD/SILL CORNERS �- - i ,DOOR FRAME WIDTH A OX (SHOWN) XO 144 1/2" DOOR FRAME WIDTH 3" MIN. (3) PAIRS AT �INETRLOCK/ASTRAGAL ENDS TYP. / i ,a I I e I ! I 43" 42 3/4" D.L.O. WIDTH D.L.O. WIDTH 48 3/4" FIX. PANEL WIDTH 48 3/4" MOV. PANEL WIDTH TYPICAL ELEVATION TESTED UNITS 43" D.L.O. WIDTH 48 3/4" m� z �0 U FIX. PANEL WIDTH "CODUCT kPvI%jED Its culepiyinp Wirb for F-lnritl► Bulling Cede 4ecePlsoce Mo �><pirrtion bate W d iSys t -t•, 141 �4w11 Qiide - NOTE: DOOR FRAME WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) QA AND FLORIDA BUILDING COMMISSION �� DECLARATORY STATEMENT DCA05-DEC-219 -D E t B OXO THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CML FLA. PE70592 C.A.N.538 15 Z n jm F � a Q (L al O 00 W M U �0 4 a V Ce~i O IL g COa O Q w3!n LL z V1 LL - o in J am< J 612 1 • g qQ :. w a. � O J N o Z 3 L` 00 °o Lr) 0 J M 3 - �Lw VWi Q 0 0000 1••• • 1000 C13 • OX (SHOWN) XO 144 1/2" DOOR FRAME WIDTH 3" MIN. (3) PAIRS AT �INETRLOCK/ASTRAGAL ENDS TYP. / i ,a I I e I ! I 43" 42 3/4" D.L.O. WIDTH D.L.O. WIDTH 48 3/4" FIX. PANEL WIDTH 48 3/4" MOV. PANEL WIDTH TYPICAL ELEVATION TESTED UNITS 43" D.L.O. WIDTH 48 3/4" m� z �0 U FIX. PANEL WIDTH "CODUCT kPvI%jED Its culepiyinp Wirb for F-lnritl► Bulling Cede 4ecePlsoce Mo �><pirrtion bate W d iSys t -t•, 141 �4w11 Qiide - NOTE: DOOR FRAME WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) QA AND FLORIDA BUILDING COMMISSION �� DECLARATORY STATEMENT DCA05-DEC-219 -D E t B OXO THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CML FLA. PE70592 C.A.N.538 15 Z n jm F � a Q (L al O 00 W M U �0 4 a V Ce~i O IL g COa O Q w3!n LL z V1 LL - o in J am< J 612 1 • g qQ :. w a. � O J N o Z 3 L` 00 °o Lr) 0 J M 3 - �Lw VWi Q 0 0000 1••• • 1000 • • • • • drawing no. W09-17 sheet 1 of fi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EDGE DIST. a 1 BY WOOD BUCK I a i SEE N OTE SHEET 1 4 CONCRETE _- l-7/8" ' a 4- 3 KSI MIN. MINa a 4 . , - 4 C v -- - 41U1 �� VIII® . � I I I I I I � � I x W W x a o 0 a Ld W 1 1'c 8 AT MIDSPAN OF FIX. PANELS W wNfibliki CLIP ( LOCATIOr CUP TYPE 'C' HEAD COVER REMOVED TO SHOW CLIP HEAD COVER BETWEEN FIX. PANELS FIXED PANEL CLIPS INSTALLATION SHOWN IN DETAILS FOR DOOR FASTENERS SEE SHEETS 2 THRU 4. CUP TYPE 'B' SILL COVER REMOVED TO SHOW CLIP SILL COVER BETWEEN FIX. PANELS Engr: JAVAD AHMAD CM FLA. PE70592 C.A.N. L38 6 2015 V� iEm� Q rn z 9 o O? 19 Z ` z W Q I a_ 9L m J X� O 0 LL Ocy�+ (h 0 (L S O 0 UUy -O J �(M(yy_� J Q lu W el F • �• • r 2 ti•• • DO O ••• 00 4 • o• . O• . A•. co a % • u• w • �M N a 0 0 3u z 3Z o W fn (L C) W '`� w Q 00 W ,V as eamtAying %Ilb the F•imid,' M N fr3uitiinl; rude � � 3 N Aecc111naccNu�� /103�oZ 4 W Eapiralioo I3alx LW Z LL: 1_iur. W N O d U ff•A� od Oa0A d a z M \ o v z drawing no. W09-17 sheet 2 & 6 a ' ffjlj:a. ° CLIP TYPE 'D' AT MIDSPAN OF FIX. PANELS 1-7/$�.. CCLNCRET/- 3MI' MIN. 274. a(�I 0 I a W3POURED & HARDENED EDG HIGH STRENGTH GROUT NON—SHRINK, NON—METALLIC VTYPIcAL Vc = 5000 PSI MIN. NOT BY AWP WINDOWS W1 ANCHORS IN PAIRS MUST TRANSFER SHEAR SEE ELEV. FOR SPACING LOADS TO STRUCTURE CUP TYPE 'C' HEAD COVER REMOVED TO SHOW CLIP HEAD COVER BETWEEN FIX. PANELS FIXED PANEL CLIPS INSTALLATION SHOWN IN DETAILS FOR DOOR FASTENERS SEE SHEETS 2 THRU 4. CUP TYPE 'B' SILL COVER REMOVED TO SHOW CLIP SILL COVER BETWEEN FIX. PANELS Engr: JAVAD AHMAD CM FLA. PE70592 C.A.N. L38 6 2015 V� iEm� Q rn z 9 o O? 19 Z ` z W Q I a_ 9L m J X� O 0 LL Ocy�+ (h 0 (L S O 0 UUy -O J �(M(yy_� J Q lu W el F • �• • r 2 ti•• • DO O ••• 00 4 • o• . O• . A•. co a % • u• w • �M N a 0 0 3u z 3Z o W fn (L C) W '`� w Q 00 W ,V as eamtAying %Ilb the F•imid,' M N fr3uitiinl; rude � � 3 N Aecc111naccNu�� /103�oZ 4 W Eapiralioo I3alx LW Z LL: 1_iur. W N O d U ff•A� od Oa0A d a z M \ o v z drawing no. W09-17 sheet 2 & 6 a TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EDGE DIST. TYP. . a o I CONCRETE a d'KSl MIN. o a. 44 2BY WO9D!BUCK TYPICAL ANCHORS IN PAIRS OR / SEE ELEV. FOR SPACING A D STRUCTURE{I ly EDGE / IY DIST. METAL STRUCTURE MIAMI-DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA �� e:� 0-'t ri o m= a: F'F F1 .,+ \ 0 O \ p \ o TYPICAL ANCHORS IN PAIRS J SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'ITW'_ (Fu=120 KSI, Fy=92 KSI) 1/4" DIA, ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD'BUCKS OR' WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN.. EMBED INTO CONC. OR MASONRY (JAMBS) 114" DIA, TEKS OR SELF- DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM :_ 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH , ALUMINUM TO BE PLATED OR PAINTED) 1/4" DIA. • TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO* METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. CIVIL FLA. PE Y 70592 06 20151 tuoDucr kKvobso "complying WkM flit llertdl6 saldino Code Aecept.eee n. ! el 2 E>tpinlbe b.t. V a- a Ism r I rn 3 Z n � � J -� W 0. N 0d M o N 0LL iiQ� U a (> a 0 o 00 2 0 S N .0 {:.ZV! -O � to 2 Qy,r{E w ••••• cy) • o • O J • OD •••• • A Woe: V 0 �f • • � aLli � .•• .< co ••• • = N1 Q ? r N O r • 00 _j o.3 L' o0w • o • Z `t 3 Z �'- o • w (L V) .. N Q 00 :2 F- •• � I e o I N o O Y TLli ° La - -2i drawingno. W09_ 17 sheet 3 of 6 ••• • 0*0 .•• •• a ••• • 1•• ••• • •• •00 • o • 000 • • ••• •.. .. • •�• •• • _ TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING acL cLLV. ruR ormorw SEE NOTE ON SHEET 1 SECURITY LOCK' AT ASTRAGAL STILE SEE SHEET 1 FOR LOCATION SEE SHEET' 6 FOR DESCRIPTION 1 $5 complying Wkk #,.Kp r 'espirstion CIVIL FLA. PE 70592 CAN. 538 qy06 20 W 5 K Ix w W YY�Yl�7 �33 a z 3 N N N N I c-, n I n m � 0 � A A O \ o drawing no. W09-17 sheet 4 of 6ji 3^750 I Icy r-.062 .93�I II UUF� 1.157 Fes ---1.625 .720 FRAME HEAD L-1.596 I- I 2.I18062�{j� `I 1.966 -d1 .875 F- 00) -10 PANEL TOP RAIL --1 .875 1-- 1.187 1 .968 1.500 1 to INSERT ADAPTER 2.195 .375 0 .062 712 11 LOCK STILE 1.546 1.000 �� I .062 -J 1.354 2.460 13 FIXED PANEL STILE Ln 1.563 I r.9371 F- .999 O8 .078 FIXED PANEL BOTTOM RAIL 1.591 1.343 .094. 1.185 .882 j� 16 .156 � 1.829 656 PANEL HEAVY INTERLOCK STILE f l 2.118 �r.125 .062 �- 0 MOVING PANEL BOTTOM RAIL -�j .093 .814 1.000 .374 -I F� 17 FIXED PANEL CLIP �{ 135 .750 .750 ,72 �i .649 15 GLAZING STOP 1-1.062--i .657 .062 1.625 3.625 }I .811 O FRAME JAMB Io- 1.076 bi 1.095 .062 M0 J Ido -1.x22 -at O HEAD COVER 1.622- x.100 1.000 -I 1.010 F� 2.188 .062 O SILL COVER 3.625 I.499 I 1-000 fl.6 O r 1.6566 -�II PANEL- ASTRAGAL STILE 1.010 062 1.622 1L,o.1 4 U ASTRAGAL STILE- REINFORCING FRAME SILL l0 Engn JAVAO ,AHMAD CML FLA. PE 1 70592 C.A.N. 3538 'itWUUCt' k1GvlbvD esmiup�>rinewith Me FWM& Buldlog uNo `aPiertam 1s. Va a r I 0 0 / `� Q W I Q 01- O 0 V ao IL 0 a 0 M () 0. 0 Lu3,W L uNg" m J SO) _d y QgJ WI r • 0000•• OI • 0 • +�•• 1 n o00o oyii • • • ,� • 0 co 10 • U + j40 z6"p • 0 • N 0 C3 3 L` 00 Z o W d qQ Ld Q Lv_j w z C � �N N x _ r W oc z 0 4 U L,- f L, N 7 ? 2 $ a _ N 10 _a 2=06 0 0 V 0 O W k U' rn 0 M � o O ,( drawing no. W09-17 sheet 5 of 6JI x.4001 0................ . =` 193 9137 3 �-; .210 GLAZING GASKET 43 SCALE 1:1 .375 1.000 24 .062 INTERLOCK STEEL REINFORCING 1.010 062 1.622 1L,o.1 4 U ASTRAGAL STILE- REINFORCING FRAME SILL l0 Engn JAVAO ,AHMAD CML FLA. PE 1 70592 C.A.N. 3538 'itWUUCt' k1GvlbvD esmiup�>rinewith Me FWM& Buldlog uNo `aPiertam 1s. Va a r I 0 0 / `� Q W I Q 01- O 0 V ao IL 0 a 0 M () 0. 0 Lu3,W L uNg" m J SO) _d y QgJ WI r • 0000•• OI • 0 • +�•• 1 n o00o oyii • • • ,� • 0 co 10 • U + j40 z6"p • 0 • N 0 C3 3 L` 00 Z o W d qQ Ld Q Lv_j w z C � �N N x _ r W oc z 0 4 U L,- f L, N 7 ? 2 $ a _ N 10 _a 2=06 0 0 V 0 O W k U' rn 0 M � o O ,( drawing no. W09-17 sheet 5 of 6JI ITEM PART # QUANTITY DESCRIPTION MATERIAL 1 YE -304 1 FRAME HEAD ALUM. (6063-T6) 2 YE -3010 1 ASTRAGAL. REINF. (FULL LENGTH) ALUM. (6063-T6) 3' YE -373 1 FRAME SILL ALUM. (6063-T6) 4 YE -309 1 HEAD COVER - ALUM. (6063-T6) 5 YE -3010 1 SILL COVER ALUM. (6063-T6) 6 YE -303 2 FRAME JAMB ALUM. (6063-T6) 7 YE -344 1 PANEL HEAVY ASTRAGAL STILE ALUM. (6063-T6) 8 YE -379 2 PANEL BOTTOM RAIL (FIXED) - ALUM. (6063-T6) 9 YE -306 1 IPANEL BOTTOM RAIL (MOVING) ALUM. (6063-T6) 10 YE -307 3 PANEL TOP RAIL (FIXED &. MOVING) ALUM. (6063-T6) 11 YE -301 1 PANEL LOCKING STILE ALUM. (6063-T6) 12 YH-4044 1 SECURITY LOCK 0 48" FROM BOTTOM. FASTENED W/ (4) #8 X 1" PH SMS STEEL CHROME 13 YE -302 2 PANEL FIXED END STILE ALUM. (6063-T6) 14 YE -382 12 INSERT ADAPTER (7/16" GLASS) ALUM. (6063-T6) 15 YE -383 12 GLAZING STOP (7/16" GLASS) ALUM. (6063-T6)T 16 YE -325 2 PANEL HEAVY INTERLOCK STILE ALUM. (6063-T6) 17 YE -377 2 FIXED PANEL CLIP (95" LONG) ALUM. (6063-T6) 18 YH-4003 1 KEEPER CAST (ZAMAK) 19 YH-4016 1 EXTERIOR CONCEALED HANDLE CAST (ZAMAK) 20 YH-4017 1. INTERIOR CONCEALED HANDLE CAST (ZAMAK) 21 YH-4022 1 DOOR HANDLE CAST (ZAMAK) 22 YH-3023 2 ROLLER ASSEMBLY. FASTENED W/ (T) #10-24 X 7/8" PH MS STEEL 23 YH-4002 2 PANEL TOP SLIDE GUIDE NYLON 24 YH-4027 2 1-x .375" REINF. BAR (FULL PANEL -LENGTH) STEEL (A36) -25 YH.-4010 AS REQ.'D BULB VINYL WEATHERSTRIP VINYL 26 YH-4004 AS REQ'D. .187" x .250" WEATHERSTRIP - 27 YH-6006 AS .REVD. .115" x .500" WEATHERSTRIP - 28 YH-4034 1 TYPE B CLIP (2 x 2 x 1 x 1/8") ALUM. (6063--T6) 29 YH-4055 1 TYPE C CLIP (2 x 2 x 1 x 1/8") ALUM. (6063-T6) 30-. YH-4054 6 TYPE 0 CLIP (2 x 7/8. x 1/8 x 3") kUM. (6063-T6) 31 - 8 #8 x 3/4" PH, P.H: SMS. CAD PLATED 32 - AS REWD #8 x.1=1/2" FH. SMS. CAD PLATED 33 YF -2 46 #10 x 1" PH. SMS. (PANELS/CUPS) CAD PLATED 34 YF -17 1/WHEEL #10-24 x 7/8" PH. MS.(WHEEL ADJ) CAD PLATED 35 YF -10 '4/FRAME #8 x 1- PH. SMS. (FRAME ASSY.) CAD PLATED 36 - 6 #10 z 1-71/4" P.H, SMS. CAD PLATED 37 YF -18 2 #10 x 3/8" TRUSS HEAD SMS, CAD PLATED 38 YF -27 2 #10-32 x 1" OVAL HEAD. SS. MS. STAINLESS STEEL 39 YH-4013 4 PAD (INTRLK/ASTRAGAL (TOP/BOTTOM) - 40 G8125375 AS REQ.'D GLAZING SPACER - 41 - AS REQ.'D #10 x 1-1/4" FH. SMS. CAD PLATED 42 - 1 HOOK LOCK METALLIC 43 YH-624 AS READ. GLAZING GASKET, DUROMETER 70±5 SHORE A BY MELTPOINT PLASTICS (TEKNOR APEX COMPANY) VINYL PANEL CORNER QETAILS FRAME CORNER DETAIL tngr: JAVAU Anawu CIVIL FLA PE # 70592 4C.A_N. 3 36 M 6 2015 • k® eftODVCr kKV161W as toupwme Whk tie Hermit bridle; Cede letepteate Ne -!/0 •G E19*010e Ikte. TAL,,,tc u 3 to 1 rn OD0 0 m ZJ T Q I- W Q a a a. O O o 0 v V ti 0 D `l CYR00IL4 A m g Or; N O QLJL LL, N - LL z Ln g •••••• M 0 00 �••• m o Uj:••• g ••• v c • • c� • u. 9� —j M N 0Q r 00ro Z_ o W O j " O_LL.j ?t W J cv) Q co ' 0 0 0 M o o a � L-0 cu" v u drawing no. W09-1 7 sheet 6 OR 6 • ••••• Rick Scott Mission: Governor To protect, promote & irprme the health of all people in Randa tIrough integrated Florid ® i �I state, Oou rm ty&oo>nityefforts i 4i Celeste Philip, MD, MPH r' A State &rgeon General and Secretary H Vision: To be the Healthiest State in the Nation July 05, 2018 Fc;i�_�Hsa!tlr7iDadeCounty Mauricio Velasquez �.S.r.DS. ;ell rogram 873 NE 98 Street , Miami, FL 33138 �- — RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1344057 Centrax Permit Number: 13 -SC -1846465 873 NE 98 Street Miami, FL 33138 Lot: 21 Block: 22 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 05/10/2018 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Revisions stamped received on 6/26/2018. No objection Reviewed by E. Perera on 7/5/2018 for building a deck. There will be no increase in the flow or characteristics of the wastewater or any impact on the area without obstructions. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. f Sincerely, Erick Perera Env. Specialist II Department of Health in Dade County F Wdda Department of HaHh www.floAdahoalth.yov in bade County - - , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACE BOOK:FLDepartmentofHealth i YOUTUBE: fidoh n e County Dad Florida Heat 2I� program STATE OF FLORIDA O,S.T•D• I DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Seor- AOE COUNT �tH tr,l�ti,i•o Kla�ii�� 51,U d. Fp,OG°,itA Permit Application Number, ---------------------------PART II - SITEPLAN--------------------------- Site Plan submitted by: Plan Approved By Not Approved 2, z 6/(O/;s County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) I �- THOMAS J KELLY Lm -,d Surveyors CERTIIFV TO: MAURiCIO VELAZQUEZ t KARLA UTT(NG NU WORLD TITLE LLC NORTH AMERICAN TITLE INSURANCE CALIBER HOME LOANS, INC, ITS 5UCCE55OR5 ANPIOR A551GN5, A.T.I.M.A. LEGAL DESCRIPTION: LOT 22 AND THE EAST y2 OF LOT 21, IN BLOCK 72, OF MiAMI SHORES SECTION NO. 3, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMi-DADE COUNTY, FLORIDA. Notes: A) An Clearances and / or encroachments shown hereon are of apparent nature. Fence ownershIp by visual means. Legal ownership of fences no determined. 8) ibis survey Is Intended for mortgage or refinance purposes only exclusively for this use by those to whom it is certified. This survey Is not to be used for construction, permitting, design, or any other use without written consent of Thomas J. Kelly .Inc. C) Code restriction and title search ore not reflected an this survey. D) The flood information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof for any damage that remits from reliance on sold Information. E) The lands depleted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. F) Underground Encroachments, If any, not located. G) I hereby certify that the survey represented hereon meets the minimum technical standards set forth by the Board of Land Surveyors. in Chapter SJ -17.050 to 17.052 Flarldo Administrative Code persuont to Section 472.027 Flo. Statutes. H) if shown, bearings ore to an assumed meridian (by plat) 1) If shown, elevations are referred to N.G.V.D. 1929 J) This Is o boundary survey - & M STATE OF NOT VALID /2016 WITH EMBOSSED SURVEYOR'S SEAL r - x �Jy W C`J i— C J Li O .1 kN1 I— rn LLJ 3 LL` O M W Of FDA"I.P. VIF�1V OF 511JDJcCF F'R0 PERT',' PROPERTY ADDRESS: • 873 NE 98 STREET Y • MiAMI SHORES, FLORIDA 33138 ` • . • I r ENCROACHMENTS NOTES ONE (1) Y• .Y 10 A C.B.S. WING WALL ENC. UP TO 0.2' INTO LOT 23, s • Y R/W • • FLOOD ZONE INFORMATION: THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN �DESCRIBED LAND TO BE SITUATED IN FLOOD ZONE: X Z PANEL NO/5UFFIX: 30G/L (,l,l COMMUNITY NO.: 120G52 > DATE OF FIRM: 09/11/2009 0.35'CL, Q THE SUBJECT PROPERTY DOES NOT LIE IN A "777- z SPECIAL FLOOD HAZARD AREA "ark v' 4iM71 W" W fZ FD.)DY. T P '� • 10)6.98' FD.1 "I.P. (R/M) B/C ::::::::::::::: :::::.....', ,ASP....PAy;:,: :::: :;:: ::: ::::::::::: NE 98 th STREET :.:.::.:. : :: : 75' TOTAL R/W. ADA.».__... AM)JALEFtT -MEASURED p1}__._....-M..NORTH A�/�C__ ...AMR EDNGmafTn H� _. ASPIL MV ASPHALT PAVEMENT nA4..............NA4 ANO DISC rVai......_HATCNAL moom VEANCAL DATUu �B C.........._..BLOpK CORtKR N.T.S..._.....t107 TO SCALE _.....ButarT. BUK.....^BLDCK OA(r ---.1-AVER HANG efL.-_._�BDIUM UARM; OA -B—... - MAL RECORD BOOK e,GR.._.._.-BRONARD COMTY RECORD O.U.L._..__AvERHEAO UmUTY UNE AND GUTTER IPk._.._.._..PIAT C.H-_....._.._CAIC" BARN C ..._.DISTANCE P.B-�_._»_.PIAT e00K P.C._.._.......PGNT MN' CURVATURE ...... _CHDRO CLLF. _.......fJUM LINK FENCE P.CC.____PGNT OF COYPOUNO CURVATURE CA CE)"FA LUNE P.CP__._...PEAYAIE7R CONTROL POINT E BLOCK AND STUCCO AMTENANCE EASEUENT E Dx unn RECORD EASELENT tE r 2WIT WATER WtAN7 MN PIPE OOR ELEVATION POW" AND UGHT Co ITEHANCE EASEVENT MICE EASHAENT ERCE ' SANITARY SEVAR rT LIME SURVEYOR JECOND AND W NAR AECOQD AND YFASUR[D ESaQiCE R/N._....._..NGIr-OFS(Cm-wAT S._....____.SOYTN _._.._....S 1LP SLP..._. _.....SNET IRON N POE SW L._._.......sIDCxALx TFRR TERR ...._._..IE RACE u.E-----..1MnUTYm EASELENT N.F............._MOOD fN Nr NEVER R aaE 02/24/2016 SCREE 1'-20' aRAfIN m R.S. ORD 16-020.3 SHEET 1 M>, 1