Loading...
HomeMy WebLinkAboutPRODUCT APPROVALComments ArcZed Product Manufacturer 41-Elite''Al6inmum Cqp—oratiopa. " Addrelss/Phone/Email h+t 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim � I dk@dokimengineering.net Technljcal Representative; Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category = oofing Subcategory Prq��t�c-ts7lntroduc6 esult of --New TecFin'ology` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering .! Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Certof Independence.odf Referenced Standard and Year (of Standard) Equivalence of Product'Standards Certified By Sections from the Code 1709.2 https://www.floridabluilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72BeuC... 5/2/2018 rlorida Building Code Online -� Page 2 of 2 } Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 755— 61 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"xO.032xllb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"xO.030"x2lb EPS Composite Panel, Limits of Use I Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Corn -Install Instruct.odf Impact Resistant: No I Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered living areas per FBC Section 1616 unless impact protection is provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes Evaluation Reports FL7561 R4 AE FL 7561 Evaluation Reoort-2017 FBC.Ddf Created by Independent Third Party: Yes design pressures and spans. i Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses s are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic -mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S.-must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https ://www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDgsgJkzX72BeuC... 5/2/2018 ELITE PANEL SPAN TABLES: 3_x 0 02.x� LB EPS PANEL (ALL❑W,'ATBLE�l9CLER SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) l_/80 U4120s L/180 L/240 10_ 16.17 0.76 13.03 14.10 -20 -13.44 %13A4) 1222 1035 30 10.70 10.79 9.41 6.60 40 922 9.22 6.60 2.83 50 0.17 0.17 3.79 60 7.49 &39 0.98 70 6AI 4251 - - BO -6.33-- -2.64- -- 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19,00 17.17 1653 20 130L Mot MOT I3.93 30 _ 1250 1250 1250 1138 40 10.97 10.97 10.97 B.BO 50 9.92 9.92 9.44 .622 60 9.13 9.13 7Sl 3.64 70 8.52 852 S.I. 74 BO Bad 9.02 3.64 6' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.00 2124 21.47 2025 20 I0a6 18.06 18.06 IBA6 30 15.13 15.1 IS.I3 IS.W 40 1334 1334 13.34 13.34 50 IP-10 IZIO 1ZI0 ]0.91 60 11.17 11.17 IL17 8.03 70 10A4 1OA4 1030 5.95 BO 9.85 9.03 8.43 3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80U 180 L/240 10 17.506.91 15.96 20 L6.644.06 12.16 30 15.1711.21 &36 40 13.6936 4.56 50 12.225.51 0.76 60 10.7566_.9.27- - 7.Do 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 t0 20.50 20.50 20.11-- _19.24 EO - _ 19.61 19.24 17.49 1334 30 18.17 17.49 14.87 12.24 40 16.]2 15.74 IE24 8.74 50 1920 13.99 9.6E M25 60 13.84 12.24 7.00 1.75 70 12.40 10.49 4.3B - 80 I0.9S 0.74 1.73 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 2L82 20.22 30 22.10 21.63 19A2 20A5 17.02 19.62 16.47 14.62 te.38 16.69 12.22 g3�U220.86 17.14 15.30 9.02 15.91 13.72 7.42 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 IO 1933 18.93 IB3I 17,66 20 1&11 17,66 1636 15.06 30 16.60 1636 14AI 12.46 40 15.49 1546 IF-46 9.86 50 14.18 13.76 _I0S1__-7.26 - - GO- - - - -12.87 12446 0.57 4.67 70 11.57 11.16 6.62 2.07 80 10.26 9.86 4.67 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/801 _L/_120- -L/-180- -L-/240- --- IO 21.97 21.97 2152 20.97 20 20.77 29.77 19.86 10.76 30 1957 1957 1821 1655 40 1836 18.36 1655 1424 50 17.16 17.16 14.09 12.13 60 15.96 15S6 1324 9.93 70 14.75 14J5 1150 7.72 80 13�9 I359 9.93 3.31 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 l0 23.93 23.93 23BB 23.60 20 23.20 23.20 2303 22.46 30 22.47 22.47 2218 2133 40 21.75 21.75 21.33 2020 50 2IA2 2IA2 20.49 19.07 60 2029 BU29 19b4 17.94 70 19.57 1957 18.79 16n1 80 IBB4 18.84 17.94 I5.60 GENERAL NOTES I. Composite panels shall be constructed using type 3003-H 154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class `II' (ext) rating and are NER-501 approved, 3. This specification has been designed and shall be fabricated in accordance with the requirements ofthc Florida Building Code 6i6 Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using rite data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVH7. In HVH7, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the H\9I7 retuirements are met. 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM L72-05: Strength'fest of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI.06-2066, HE71-06-2I05, HETI-06-2067, H1;11-05-1002, HETI- 06.2107, HETI-05-1987, HETI-06-2069, IIETI.06-2070, HETI-06.2071, HETI.054994, HETI-05.1991, HETI.06.2072. HETI-06-2073, IIETI-06-2074. HETI-05-1996, IIETI-05-1989, IIETI-05-1993, IIETI-05-I985, HETI-05-1995, IIETI-05- 1990,1112TI-05-1997, HETI.05-2037, I113TI-05-2029, IIETI-05-2039, HETI-05-2030, HETI-05-2041, IIETI-OS -2048, HE11- 05-20-16, I II-,TI-05-2031, HETI-05-2038, Ill: ri-05-2065, H n_o5-2040, ELI TI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strenath ofthe fan beam to exceed An- flunw ,, eRN of elre_cnertfic eR„lnerdnn 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 20.03 19.42 18.01 20 19.02 10.81 17.59 L6.35 30 L7.93 17.58 15.73 13.99 40 L6.e: _ _I6.35--.-1189- - -1443- -- -50 L5.74 15.12 12.05 8.97 60 L4.64 13.69 10.21 6.52 70 I3.55 12.66 8136 4.06 80 12.46 IL43 6.52 1.60 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE - LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 2L51 21.51 20.39 IB.9l 50 20.45 20A5 le.es 16.80 60 L9.39 I9.39 17.37 14.70 ]0 18.33 LB.37 15.86 12.59 BO 17.26 E726 14.33 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.64 30 22.94 22.94 22.59 21. 40 2223 22.23 21.e5 20.65 50 21.53 21.53 2L10 19.86 60 20.92 20.62 20.36 18.87 70 20.11 20.11 1941 M97 80 L9.40 L9.40 18.07 16.88 SEAL JOINT WITH CONTINUOUS CAULKING 0000 00�000 )0000000000C aw BDrrDM FActacs INTFRI nCKMG CROS3 SECTBTN OPTIONAL GUTTER OR GRIP LAP SLOPE 4 MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) OOo°o°o°o°o° aw EPSIf B O000000o°o°o°o° o00 000ALUMINUM BOTTOM 0CFACINGS 0CCLEAR SPAN (U INSIDE TO INSI0� O.H.00C0ENGINEER OF RECORD TO PROVIDEO� ROOF CONNECTIONS 6 ADD 36- MAX IN FRONT 6 25Y.FOR °O SUPPORTING STRUCTURE DETAIL BY WAO OF PANEL WIDTH E SIDES CTHIS OR ANY OTHER ENGINEER 00 (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION tJ DO KIM A ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS _POBOX-10039- - - Tampa, FL 33679 Td:(813)857-9955 RevJOa Desert tbn UEDF RFBC bai E4Ebn PRODUCT APPROVAL 0 J to > J 0 W If a N c 3 OQ.2Q o icy WtoF- m TO �gU (� to > ELa rnCOL ?o c OLL 22Ir U o 0Da- �Y UQW W 2 0 0 053 c U�FW Q r� 0 oJ� W ttooU LLQo CO UJ 0 � W O LL y® O.'41G EPtgE. •., �~* FLA. REG..NUMBER 494B7,i; %y 'DD K149 AASSSOCIATES, I P1Yh" 6887 t�s .�Ta1^yR•l�Ra67� Drawing No. - FL-1001 SHEET 1 OF 1 CONTRACTOR: Master Craft Alumini,.-,--"` DESIGN CRITERIA: "^J ' Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vmr =150 MPH. V� =116 MPH, as required by local iurisdiction. 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.09 density foam, Florida Product Approval Number FL 7561-R4. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required_to be corcosion.resistant,.minimum SAE-Grade-2.or-better-- zmc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: -- - - - a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/= 1% - ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 3X3XO.090 , CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIL"OFTHE CONTRACTOR OF REM ST. LUC?L• COUNTY RLILDE'4G ION REVIENVED FOR COXPL REVPE•'�'f'ED BY i DATE s ! PLANS AND PERMIT MUS BE KEPT ON JOB OR NO INSPECTION WELY BE MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO -:;5 COMM WITH A-U, AAPMA M S 00010 12'-0J" 12'-0J" RTH WALL 2X3 BEAM 2X3XO.05OPB --FLAT co rn 5'-101" . 5'-10J" 5-10J" 5'-10J 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL 3"X48"XO.024" COMPOSITE PANEL O O O O O M tCD o rx M r i 2X3 2X3 2X3 2X3 1X3 1X3 1X3 1X3 A-2 A-2 5'-10J" 5'-10J" W 5'-10J" W 5'-10J" Q 4 ce) - o _ n': W � y H - <- LJ ❑ O ur w U d d c d 6L Z W iii a m UJ LU W tn� •'� C Z Q Z Z =U ZU W F-M 03 rr- Z ..� 0 ca � 7 O N Z Z,^q 00 QIR w �LLTCP S O Z M9 G N N :3Z C7 o3�c o 5 Z ��o - to W S 0 1_ 1) c LL WC CC H W a IL t' Z w Q cl)W LL a ~ ? Z J J C z W W QF-a (. N u) 02 ccWrnOJ tZ rn N n. tL KK DATE DRAWN 04/1 1/1 8 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS Ix2: 1"x2"x0.040" I x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SUB: 2" x 6" x 0.050" x 0.120" 2 x 7 SUB: 2" x 7" x 0.057" x 0.120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SUB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OREQUIVALENT SHEET METAL SCREWS (SMS): _ 1TW / BUILDEX OR EQUIVALENT 2"x2"x3"x118"ALUM ANGLE 1"x 3" 08 W/ 1/4" CONCRETE EACH SIDE OF UPRIGHT SCREW ANCHOR 6" FROM I I Wf 3/8" DIA x 3" CONCRETE UPRIGHT&AT24"O.C. I I ANCHORS ON EACH SIDE (MIN. 2 3/4" EMBED.) (3) #12 x 3/4" SMS SCREWS I I 17 z .q G •6 C • G t < L G d x. ._ B 3" x 3" POST TO DECK CONNECTION DETAILS SCALE:NTS (4) #14 x 4 7/8" SMS W/NEOPRENE WASHERPER PANEL 3" x 0.062" ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND BOTTOM AS END CAP P' WfTH 2" x W FLAT TOP RAIL - NO ANGLE REQUIRED UNLESS SPLICED OR CORNER- j 'INTO ATTACH w/ (4) #10 x 4" LG �i 7'x3"PB ua 2"xWFLAT TOPRAIL w/ (4) #10 x 4' SMS :THOLLOW INTO POST 2" x 2" x 3" LG ;:x S "' �'^`a:� r«.' 2" x 2" x T' x 118" ANGLE ® x 1/8" ANC COMPOSITE (4) #10 x 314' (4) #10 x 3/4" SMS INTO SMS INTO SCREW BOSSES SCREW BOSSES (2) INTO TOP RAIL I (2) INTO TOP RAIL (2) INTO POST i (2) INTO POST ( l C'� 2X3 TO HOST STRUCTURE DETAIL A-2 SCALE: NTS CONNECTION AT CORNER CONNECTION A ,. S X 3 FLAT TOP RAIL CONNECTION TO 2 X 3 UPRIGHT A-2 SCALE: NTS r- LL :a:W o O J = 4 Q= U u) 6 O — z w iO •,co PRo/A 6b \SEAL U C CHAIR RAIL TO UPRIGHT DETAIL ^ _2 SCALE: NTS (4)#14x4718"SMS W/NEOPRENE WASHERS PER PANEL 3" COMPOSITE ROOF PANEL 1 1/8" x 21/8" xl 1/8" x 0.050" ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH SIDE OF BEAM 8 (2) 3/8" DIA. THRU BOLTS INTO THE POST 3/8" DIA. THRU BOLT (4 TOTAL) 2"x7"SMB 3" x 3" POST S-i COMP. ROOF TO CORNER POST 4TH WALL DETAIL A_2 SCALE: NTS cC El 0 w Lu L U a a C W � LL LL 0 z R a w R a to OQ z am LU m LL W ai Z aw —i N JW N _ 0 Z Ou = zu_ a O� W t—� w� a c c z a LL C Z _ CUB Q 3o S u Z zmoao a W w J T R' tii 3 WLLmm O Z R 2 LL �� u U Q N N Z (7 �3�� c c om"" Z _ EA W � LL 3 N W F, Cn W z LLI Q W u Z J J Q_ LLI IW-0)) O-1 d C/) N D_ u- DRAWN BY KK DATE DRAWN 04/11/18 REVISION SHEET NO: A-2 °i 0 z =o 0�o, z=Zoow vo,mom It rn 00 ? D o cn m 6-nm m = gDW— o� D � X—yIOA`A_� W � C tib Z1 Ea .a �, P = b 07 P O —n r y0n0 --I • Doz m>o -{ ;0 .� -� N O Z m . .,®. o.,•,, A,.. A, �}7 a D a . 'tea •A ca m ANO� 0rt p z2A nZ0 mC)z K :r 0 m0m mH v� 0m rn m X N N m cn N X N P? M 0 =gym( N-1 O z Gi rr- m omp .�• ... � d:a , br '^ m a` N pA A U1 PS P. 0' i v .�. .�A o_ m _ No..46043 :: ENGINEER OF RECOR D - -v °. ' ir D©D v PROJECT ADDRESS: SUNCOAST ALUMINUM � _ � °, D= m I STEMPIEN ENGINEERING, LLC. THOMAS P. ARNETT, P.E. �0 STATE OF • �� _ m x 2941 EAGLES NEST WAY 13630 58TH STREET NORTH SUITE 101 FLLICENSENUMBER: 46043 , CLEARWATER FL 33760 0 0 = m z PORT ST LUCIE TEL (727)532-9000 W z FL 34952 FAX: (727)532-9008 RONNSeDunneEaD6sleoR, P.E. z FLORIDA LICENSE: CA #28841 NOT TO RF RFPROnl ICFn IN WHOI F ❑R IN PART WITH IT THE WRITTEN PFRML SIGN OF RI INCOAST ql 11MINI IM FNCINFFRINR I I C ©COPYRIC,HT