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WS-19-2956Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:12/30/2019 Parcel Number 1201 NE 94TH ST, Miami Shores, FL 33138 1132050100010 Contacts Permit NO.: WS-12-19-2956 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: Approved Expiration: 06/29/2020 DEMETRIO LORIS Owner HCC GROUP, LLC Contractor 1201 NE 94 ST, MIAMI SHORES, FL 33138 DAVID VASQUEZ Home: 9546736513 270 SW 133 CT, MIAMI, FL 33184 Business: 3054989615 INFO@H URRICANESHUTTERPROS.COM Description: INSTALLATION OF STORMPANELS (GALVANIZED) Valuation: $ 2,000.00 Inspection Requests: TO 2 OPENINGS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $137.60 Payments Date Paid Amt Paid Total Fees $137.60 Check # 1019 12/30/2019 $87.60 Check # 002864 12/16/2019 $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 this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating copslruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sigfature: Owner / Applicant / Contractor / Agent Date December 30, 2019 Page 2 of 2 HCC Group LLC 270 SW 133 Ct Miami, FL 33172 (305) 834-4311 12/30/2019 State of Florida County of Miami Dade Before me this day appeared David Vasquez who, being duly sworn, deposes and says: That he or she will be the only person working on the project located: 1201 NE 94 St Miami Shores, FL 33138 Contractor Signature Sworn to (or affirmed) and subscribed before me this 3n day of December 20A by oc w id 11a5g-uGL Personally know, OR Produced Identification i Type of Identification Produced I- cetk2e ��►►r Notary Public State of Florida Olga Rodrigurez Leyva gP My Commission GG 251441 $+a Expires 09/24/2022 Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N E 2 d A M' ' Sh Fi " 33138 BY. -_ . . n venue, iami ores, on a _ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ZBUILDING ❑ ELECTRIC ❑ ROOFING r`�FVnB/�C 201- 4 _ Master Permit No. 12 - ! l 2"7 56 Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 44L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: %/ 2190,�_— 010 _ 0010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ` OWNER: Name (Fee Simple Titleholder): (rl F-e9— K� �'` Ph ne#: 10 ' Oy/3 Address: 1 �� 1 V� /, I City: // 4%i'1/ ` State: / L Zip: Tenant/Lessee Name: Phone#: l r Email: 1)Yee AOQ gl7►R/ ' lZ)M CONTRACTOR: Company Name: l� C C%V t/vy I� L l�� Phone#: Address: City:. /' / � �� State: r—L Zip: Qualifier Name: D04� N \jl,— p Phone#: _ State Certification or Registration #: 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: _ Value of Work for this Permit: $ �,y " u Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Zip: ❑ Demolition Description of Work: -ThJ440?)Y! /t-r 2 (Or / Vl �^ Specify color of color thru Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ tile: Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ P (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. --- ) Signature we�l "A OWNER or AGENT The foregoing instrument was acknowledged before me this - day of �dvenAet 120 I a by Oern dri o Lori--, , who is personally known to me or who has produced LicenS a as identification and who did take an oath. NOTARY PUBLIC: . PQ, Notary Public State of Florida a* Olga Rodrigurez Leyva h i My Commission GG 251441 Expires +?oiAoiQ Sign: Print: Seal Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of, /yOVember 201 qj by David V&SgUtpZ who is personally known to me or who has produced L / reh'ye as identification and who did .Vr'cq, Notary Public State of Florida NOTARY PUBLIC: Y-, Olga Rodrigurez Leyva -c My Commission GG 251441 1;8 Expires 09/24/2022 Sign: /I Print: U IG Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) v:��'P OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-010-0010 Property Address: 1201 NE 94 ST Miami Shores, FL 33138-2946 Owner BERNARD LEE JTRS DEMETRIO T LORIS JTRS Mailing Address 1201 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY- 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL- SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,250 Sq.Ft Living Area 2,720 Sq.Ft Adjusted Area 2,897 Sq.Ft Lot Size 14,295 Sq.Ft Year Built 1959 Assessment Information Year 2019 2018 2017 Land Value $540,923 $514,620 $514,620 Building Value $220,896 $222,707 $242,479 XF Value $20,675 $20,691 $20,707 Market Value $782,4941 $758,018 $777,806 Assessed Value $744,302 $730,424 $715,401 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $38,192 $27,594 $62,405 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption 1$25.000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 1 LOT SIZE IRREGULAR OR 19890-0504 08 2001 1 COC 22016-0443 01 2004 1 Generated On : 12/9/2019 Taxable Value Information 2019 2018 2017 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $694,302 $680,4241 $665,401 School Board Exemption Value $25,0001 $25,0001 $25,000 Taxable Value $719,3021 $705,4241 $690,401 City Exemption Value 1 $50,000 $50,0001 $50,000 Taxable Value 1 $694,3021 $680,4241 $665,401 Regional Value $50,000 $50,000 $50,000 [Exemption able Value $694,3021 $680,4241 $665,401 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/31/2014 $1,022,500 29260-1300 Qual by exam of deed 01/01/2004 $667,400 22016-0443 Sales which are qualified 08/01/2001 $432,500 19890-0504 Sales which are qualified 12/01/1993 1 $290,000 16197-1048 Sales which are qualified 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:/twww.miamidade.gov/info/disclaimer.asp Version: ' Y ,c z JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/11 /2019 PERSON: DAVID F VASQUEZ FEIN: 800911880 BUSINESS NAME AND ADDRESS: HCC GROUP, LLC 270 SW 133 COURT MIAMI, FL 33184 SCOPE OF BUSINESS OR TRADE: Carpentry Detached One or Two Family Dwellings EXPIRATION DATE: 12/10/2021 EMAIL: DAVID@HCCGI.COM IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01087955 QUESTIONS? (850) 413-1609 Demetrio Loris 1291 NE 94 St Miami Shores, 1FL33138 Folio# 11-3205-010-0010 Installation of 2 Storm Panels Product Approval: 18-1114.03 Mean Roof Height: 15' nc 1) 250" x 46.5" 2) 250" x 46.5" a ^ � H N no 0 M V i z � g CO v 0 v rn � N O Z Z C) v D o < rn v 3 D r= r" m o { > CO z < v = M D C) m CD m 0 D U) rrnn .. ... . . . • . .. . ......... . •• ••• •• • • • •• •• ••• • ••• ••• ••• .• . . . . • . . . . .. . • • . . . .. • • • • • . . • • • • • • • .... . .. .... . . . .... . .. . . .. .... . .. .. ... . . . ... . . M IAM NL7IADE MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadS.gov/economy Florida Storm Panel Supply, LLC • • • • • • 14475 N.W. 261h Avenue ' • • • • • . . Opa-Locks, Florida 33054 ...... .. ...... SCOPE: •••••. :...:. • This NOA is being issued under the applicable rules and regulations governing the use orconstruction materials* The documentation submitted has been reviewed and accepted by Miami -Dade CountyeA -eProducl uoi trol 0 0 * 0 0 Section to be used in Miami Dade County and other areas where allowed by the AuthoptX j&ving Juris&tion • • (AHJ). 0 0 0 * % This NOA shall not be valid after the expiration date stated below. The Miami-Ddde' dunty Product Co jtel• • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve W cot to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Stone Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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 renews NOA #17-1017.19 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMH=E COUNTY i�~ „/ A gl_l� NOA No. 18-1114.03 Expiration Date: 01/23/2020 Approval Date: 01/10/2019 / / Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels " sheets I ithrough 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, M,-7ast ....;. revision dated January 02, 2003, signed and sealed by Frank L. Bthnatdo, P, � • • ...... . .. • • ..... . B. TESTS ' 1. Test report on: Uniform Static Air Pressure Test, Large Missile Iijp* j�# Test 64 % • Cyclic Wind Pressure Test prepared by Construction Testing Corpowdon, Repuqrr • •' ..;.�• No. 02-041, dated November 18, 2002, signed and sealed by Yamii'Grkuri, p:� • • • • • • 2. Test report on fastener by Construction Testing Corporation, ReptlPgft. 02-007A, •, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. ' : • • • : • 3. Test report on Wood Bushings by Construction Testing CorporatiQvohport:Vo.. 02- ; • • • •; 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. ' • • •' C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 20OZ, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E-1 Y-t-� �- tLIZv- Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-1114.03 Expiration Date: 01/23/2020 Approval Date: 01/10/2019 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI " sheets ..... . 1 through 4 of 4, prepared by MCY Engineering, Inc., dated A,*il Of. 2012, signed • • • • • • and sealed by Yiping Wang, P.E., on April 06, 2012. . ...... . .. ...... B. TESTS1. • • • • • • • • ...... None. .... ..... C. CALCULATIONS .. .. .. . ...... 1. None. • % D. .... QUALITY ASSURANCE • 1. By Miami -Dade County Dept. of Permitting, Environment, and Reg* ulafory A)fa !j.. ' E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-1210.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0615.06 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., last revision #1 dated May 27, 2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. E-2 V4_�' d. AL11� elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-1114.03 Expiration Date: 01/23/2020 Approval Date: 01/10/2019 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. 6. A. MATERIAL CERTIFICATIONS ; • • • ; • 1. None. . . .. S ...... . .. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #1.764U7.19 DRAWINGS ... . 000000 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-%7& ", sheets 060or ...... • • • • • • •: • . 0 I through 4 of 4, by MCY Engineering, Inc., signed and AaZ U by YipOX rang, B. prepared P.E., on September 29, 2017. • • • • • • . . . TESTS • • • • % . . 1. None. o. . S. .5.. • • • ...... .Soso. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of Compliance with the FBC, 2017 Edition, prepared by MCYEngineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-3 VC,144 A'14� el -my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-1114.03 Expiration Date: 01/23/2020 Approval Date: 01/10/2019 )DUCT MARKING PRODUCT MARIGNG 20Ar ATON OPTIONAL 111� r 375' 2tq[ V'OOtP y -B.00ATION OPTIONAL) �17�G IWROLL q . 1.31r 1.31r 1.310• 25 n •iR^ D.DB2• 1.781• 1.781' 1.781• 1781. > SACK 1.7B7' 12.500' PANEL COVERAGE 0.03r 14.4WPMEEtWTH (VM97!NEL I--o-W ( =OmLlg� 2.0DV 3.375- MAX 0.S 5• 3BT 0.133• 0.1Ir No oo Y oo 0.002 oor TYP o 0 !1� HEADER /\� IALD�UT'F" TRACK /.\"P TRACK � t� j �� Za 4.OW < NF2BXW a? s.ssrw s 1eDACEp-oosle•ciALv. O.t2s TYP. sTEEI,GRADE 50) �o1. s�MAx lI AAAX o .o SOOT MAX D2 2{ B TUDDED AN (DBULL DOUTICLOSURE ANGLE@J?ANCL03URE /.IWASHERED WINGNUT U l-/ ?JYAL� 3MlD� . GENERAL NOTES: I. TWA SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM N ACCORDANCE MATH THE M EDITION FLORIDA BUILDING CODE 2017 AND PROTOCOLS TAB =I FOR LARGE M11SS.E IMPACT, TAB 2M FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC VMD LOADING. 2.ULTIMATE DESIGN LOAD OBTAINED FROM ASCE7-10, MULTIPLY BY 0.0 &HALL BE LESS THAN OR EQUAL TO MAIL DESIGN LOAD IN THIS DOCUMENT. 3. NO 33.3%INCREASE N ALLOVWIBLE STRESS INS BEEN USED N THE DESIGN OF THE ANCHOR SPADING TABLES. 4. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAVINGB SMALL BE DETERMINED BY OTHERS ON A J084WECM BASIS N ACCORDANCE VATH THE GOVERNING CODE VIER ASCE 1-1018 USED TO CALCULATE PRESSURES FOR USE LATH THIS PRODUCT. THE USE OF A DRECTIDNATY FACTOR KI AS S ALLOWED 5. THE SHUTTER SYSTEM DETAILED HEREIN S GENEMC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ORE IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETALED HEREIN, A LICENSE ENGINEER OR REGISTERED ARCWTECT SHALL PREPARE SITE SPECIFIC DOCUMERS TO BE USED IN CONJUNCTION VATH THIS DOCUMENT. B PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEE E70 STRUCTURE TO WITHSTAND ADDITIONAL*VOED LOADS. 1. STORM PANELS SHALL BE 220A STEEL (GALVANIZED THICKNESS FV a2P III) CONFORMING TO ASTM AS9, STRUCTURAL QUALITY. GRADE 60,0110 GALV. COATING WITH A MN, Fy-WA KSL ALL EXTRUSIONS SMALL BE Sw3-T5 ALU4NILIM ALLDY. B. PASS SHALL BE PEMANENRLY LABELED VATH A XINN" OF ONE MARKING PER PANEL AS FOLLOWA: FLORIDA STORM PANELS. NC OPAIOCKA, FLORIDA MINAFDADE COUNTY PLOD. CONTROL APPROVE I. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS REFERENCE CONSTRUCTION TESTING CORPORATION (CTCL OF MLVAL FL, TEST REPORT NO, 02-041. �• N 2 Im.3or a TOP MOUNT (COIN TYPE AS REOD) -\ TYP .SECTKNHr 1N00• BOTTCM NDUNT _ - _ _ _- L•� PO.OTSMN (IO TYPE SHFR /.,HEADER EPIC CAP As REED UNT A 11 RIONALimauEDO Vb1[ES%LERL%1.7So•OEEP TYPICL A NTS MR HOR WMS3 HEADEA I1H TO ArIDNaRs CAUUAp 5.31s• 924P O.OB3' 0.053' 0.062• 0.083• 0 OSY ODDS' I OPTIONAL 11425 MifTCN BOLTS UTSWITH1w51¢R3 YIBNCNAI78 a MKWED OW3 APPROPRIATE PR PMATE SSE A ABLr) MITE SPAN TABLE) I PLAN NEW MAY BE AT TOP B BOTTOM to O o� TOP MOUNT LAST PANEL TYPICAL (C(2f3N TYPE'''l��" BEFORE PAIL PANEL ABOUVE AR REOD) \yAeDTRUCTION� OVEhAP OBSTRUCTION 1.wr s.atr �; nT @BOTTOM"W TRACK ,15 TOP'LI" TRACK 1e BOTTOM "U" TRACK ZZ �b t I y 7 DUSTING VA DOW 1M- 2B SI.S'DEYJRLK 0.25P OR MACHI E BOLTS B WWA3RFD AL . HEWI'IGHUr O N• O.C. TYP. i B tow I 15 GA OALV.I DEL VERLAP BE T. PUTS 4' MAX EXSTRq PAW SMITHS() CONCRETE HHOLOW Ot r4," 12r BLOCK OR WOOD 005YT3 AUMAHME FRAMING n CORNER CLOSURE DETAR /_,WALL MOUNT CLOSURE DETAIL U OVERLAP WALL BEYOND WINDOW DISTANCE �fN.TS. GREATER THAN OR EQUAL TO 1.5 TIMES 00 2.ar s z D.orr DOW .as. N D.0/3• too O.OIr EOBTNG - _ 10. TOP B BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FILED CONCRETE HOLLOW CONDITIONS DICTATE. PANELS MAY BE MOUNTED HOR20NTALLY WHERE BLOCK OR W0M APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING •M OR V FRAMING HEADEm PAOLKJ:T RE-\=. a I1. ALL BOLTS B WMSERS SWILL BE ZINC COATED. GALVANIZED p MmPI)..".S H'.L2.IhG ITOri.Ia �v:tCiDLR C(vie STAINLESS STEEL WITH A WIMA N TENSILE STRENGTH OF B KSLA 1 7`Nu iI ALUM. ANGLE O OR JrAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER ® tr O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO - B7PFf (SEE ANCHORSCHEDLAE FOR ANY ACCEPTABLE ANCHIOR). FOR DESIGN LOADES GREATER THAN ST W USE ALUM ANGLE CLOSURE----' PIECE ONLY WITH ANCHOR$ O IP O.C. '" URD Ol7T MouNT CLOsuRE E7A_IL E .ntia0 D:R[ O @S • 'L 0 KT.S D Flool I, TOP MOUNT L (CONK TYPE J OPTIONAL 1M.2 A STITCH BOLTS WITH AS REDD) WABHERED WG NMDS FABTEl1E • OVEIUP$ O MDBPAN (USE APPROPRIATE SPAN TABLE) @TYPICAL MOUNT ELEVATKNN AROUND OBSTRUCTION Mrs. I EXISTING ALUM. ANGLE Q OR JPAR CLOSURE 0.250• CONCRETE NMI PEECE O (SEE DETAILS ABOVE). MAX BLOCKORWOOD 0.SWIEG MAY BE REVERSED FRAMING OVERLAP D.25P MAX ••• • • • • L LESS THAN DRCGUL • • • • • ,J : !�(:LI�JYT1I 3TPN (&-EANcHoR*hc R.E14R • • �`\' 9•LJ tow ANY ACCEPTABLE ANGIOR)FOR•E3111IN • •,��+• LOAO•SCREAT9 •bM • • • *OLLeW • • Y 87psf USE ALUM ANGLE CLOBUNE SLDCK OR WOODj7GTBMIHG, PEMBED PECE ONLY WITH ANCHORS G iP O.C. FRAMNG #55903 ,OpB•1dugN CpdD NT 71Bn?r. OF •• ••• • ••• ••• •AN NfP1mR0t NV0�7- • • • • • • • • • • • • • • • • • • • • • • IS • • • • • • • • • • • • • • • • • IS• ••• • • • ••• • • I AD12-32 E OF CS—ECIDN—E REFERENCEANCNHOR scIEDUE n Fon Mat SPA ' SIICRLEGMAYE THE THE O ED TOYWRDS CPENR4G 4 TER SCREW OR UG-29 MACHINE — scTEYVA NUT O it GC(TY'P ALL SML CONIEC710N3) ReoO—AAAm. FRdN DU", e:COMM9C110MTYPE ' 1 REFEGF)4CE ANl3OlR jAL /ate nPaR IMfC SRIOANGLE US CRE'IIONMAI' BE REVERSED. AS SHOWN C3 ULIIGECIDNTITE REF9TEME ANCHOR lCEDU.E n FOR MAX n I SPACING OPT)NAL BCLDOUT MORNING CONFIGURATIONS (AT HEADER OR SLIT WARDMT (LEE TABLE n PGa N•T.', GRAZING — E1H06OT1N100W0 BO4A41C23.6KxWBLS-E.S W EXIIISOTLMI1N10G1Y0 BILOCK OER FRAMING �REFERNEC ANCHOR SCEDULEn FOR MAXV YCONCRETE RG (SE ANCHOR SPACING Rt uMri�i1 R.O ` ,•^ i • �•ia +6 (M ANCHOR $CIE=ET3 EASED ON Type OF 6TRUOTIEE) 5Lvi!r03 C^�% A.^'Y'i'Jn:f if0•D� wmAETS U� Un.e Zo OF6IRU�CT BUILD -OUT MOUNT SECTION B)q" I V HITS. bpi :1(pDTld CI COMNECTON TYPE ANC0N6TOBEAT12T RDC(�NOOD� ' ORSZr O.C.iLEFERENCE ANCHOR SCHEDULE SAS(BE ANCHOREOFFrSCHEDULE BG iIFDCN TYPE OF a1IRUC1LHE) n FOR MAX SPACNGL _6.� ROSE REMOVABLE „{ ANCHORSOFLY P HG CONCRETE. S z ROLLOWBLOIXOR VA000 F`MMINO MACHINE SOFEVE •12SO.0 fSCHEDULE E CIANCHOR BASED ON TYPE EREN REFERENCE SCHEDULE n MAX OF STRUCTURE) SPACING "I"' TRACK /DIRECT MOUNT SECTION HITS. PROD LEPAMIDN FROM aAis 3 �� IRl.TARLTT) GIAZW 1G4.]PRW SL XE BCRENB •12r QC 1p LDD CR WY�REVE6L) D4151R10 CONCRETE HOLLOW BLDCX OR Vu00D FRAMING SEFANOIORSCED. USED CW TYPE OF STRUCTURE MAXIMUM ALLOWABLE MIMMUM SEPARATION A CD•FLIDN TYPE SPAN SCHEDULE NTH ^ FROM GLASS SCHEDULE 119ANCROII 1 scIERAILERTLE n NDR 9 LOAD W(PSF) W SIYA Bab LMA%BQ S•& ISRS AT MI4*NI LMAXm 2 174' 10'-r 30 1(r-F 10'-5" 35 10'-0' 1014' 40 9'4' 912' r4' 9'-S' 6'-11' 9'-31 50 r-10' 91-r e'-1U• e'r 70 r4• r-0- 72 74' T-r 75 T-r r-T 80 61-0' 6'-9' 90 B-0' 61-0' 100 5'4' 51-C 1i0 4'-10' 4'-I0' 120 4W 4'-r 130 4'-1' 1 4' 1' PWINS La.e 1Psn 8 TIMM gprLlgl io•) SLPM>im On�30, 30 6'-0' 2.75' 12T 814' 2.75' 1.94• IV.5' 3.00' 3.00' 35 V-(r 2.75' 126, r-r 2.75' .2.10• 101-0' 3.W 3.0V' 40 8'-0• 2.75• 129- 6'-r 2.75' 226• 91-r 3.W 3.00' 45 814` 2.75• 1.32' 8m4r 2.75' 2.4r 94' 2.92' 2.92' so w4' 2.75 1.38' e'-10' 2.73' 6'-0' 2.75' 1.43' 2.44' 70 0-4r 2.75' 1.51- 7-0' 2.75' 224' 0""'0.D SPAN SCHEDULE NOTES: TABLE T2 NOTES; -� M TYPE CENTER $PAN SCHEDULE WTH NEGATIVE DESIGN 1ANTER SPAN SCHEDULE WTH POSITIVE MS04 REFFREII(g ANCHOR acNFnRLEn FOR AIAX LOADTODETERINNEMMMUMALLOARSUE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE LOIDTODE'TtAMMEMA$LALLONABLESTORM PANE.3EPAMTON FROM GLASS OR DOOR TO BE . WIM POSRIVELMOl lP33THMN OR EOIML TO PROYC SCHEDULE REWIRED FOR USE NEGATNEDESONLOAm WIN POWE LOADS ONLY TN NTSECTION 2DITEIROIATMNSETIEENLOADS IS ACCEPTABLE OTHERVAE USE NEXT HIGHER LOAD. i"iBO°`"TI°"EEIMFEMLOADS 18 ACCEPTABLE OT168MSE USE NEXT HIGHER LOAD. E06TSIG VApODTRISSEs EXTENSOR NRLL FINSH tm HoLL W2 O.C. MAX )FRAMING 3EWLE TUBETO BDTTOITRUSS CHORDS VO(3)1M EMBED OF STRUCRXE) VKG $CHEW O EACH TR1U6S (2P D.C. MA)Q D4 —on" REPEIEIOE A/LHOR rI ROOD! YW STEER TUBE 301E1MEn FOR MAX ®ACING VG DE SCROLLED SIFEL T R NICEN1ER LAD A3 N><.r,eev. TRI163E3 G 0014NKDN HOR1 R6 EDUCE S FOR N SPACING Te FOR MAX SPACING OEI LOOK MOUNT SECTION T.S ABOVE)O l 41 SY6 TO RATE Or D.C. BETWEEN TRUSSES FzsrlNc B PpomcP rzmnsm BLAZING P ®An 3 BDildmg Ccd.1vuy tLc £bwdD !9 - OTRUSS 4 ZAc=p%mo� 1� ��ASS OR. 6TPFi SPACER MTS.' AS REOT). ANC�T aA O,, SEP 2 8 2017 . • .. OR .. • • OOyAyMLX�OHOIUU% E• 'I pBnE � � NeIE� MSTM CONCRETE _ . . • • . \\`.i :QtlafS HOLLO BLOLTcdt W(SEE 16 - • • 1 • • • • • �� ,-'L\ V c N$ :. • • • • • �`� ` flCr YIPIN� P.E. kLORINiQt5s'161AT10N' BASEDONTYK OP STRUCTURE) EXISTING M -� CA.N. 077 • • • EXTERIOR • so:— STATE OF • • • MOUNI140111BURI•CE . • J \. 'j'�`� �-- 1 OFy FSETWALL•M.!VNTCECTION L HITS. 7Trl� •• • • • • • • • • 1G• � f �;�_. \\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • (WE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE1 DE H>]IENECIgM TVPE SCHEDULE TN FOR MAX SPACING READ O ABY ISEETABLLE (BEE TAE [Jf1ETIN0 CONCRETE HOLLOW IZOCKCN N000 FRAMING a COMNLR:f10N tYPE tSCHEDUUE AncHoctRseREICE ANCKIR OF FFR TTMN OF TYPE SCHEDULE TN FOR NA)L 1CR/EJ SPACING WALL MOUNT SECTION M Y+u MaBNr TRACIR.HT. S9 uungq'�Le' : ,•' l:h' rSNida EwEDw coNCRETE. HOLLOW Pui1L..rB CcN7e(SEE ANCHOR SEG OF LGEO ld3 '° STNUKLUREDeLQm MAYBEBENT' PEONRETERa•An®p/ M/8412, I /"ro EO d.O MA)k OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EASTING CONCNM HOLLOW BLOCt OR NOOO PPAMNQ QHEADER TRACK ISOMETRIC TOP TRACK N.T.S La rnNN TYPE RLE.ANONOR SCHMLSPACIN I FOR P,wNo E%•TNo -4 CI.LONG _.L REDDCLA. Cr COI. — LEG MAY BE BENT TO. LM MAK HEADER/SILL MOUNT SECTION O TNAP NDtLNT TRACSONANGLEN.T.II RE°T`° .-MLDIST �CEILINWFLOOR MOUNT SECTION E• NTS OUSTING GLAaIo EKSTMG CONCRETE HOLLOW INORNOOOeO. (SSEEM EOVULE M ANCHOR F STRL STRU BASED OR E OF CTULE) CE WM•CTW lYPl REFERENCE SCNsn a c T� f0N 4FORMA MAK BPAdNG EIRSTBq CONCRETE � HOLLOW INOODFRAMISEE R j , ANCHOR scHEoue TYPE FASTEN EACH TO LAST F UTRUN OF eTRUCiIRikj OM MR ELCENr PANEL • YYRJ PANVELY, E9 LRS CAI LTER U E PANELGUNN ALTERNATIVELY, BOTTOM USE to RANBWTEP AND NOTCH BOTTCI CORNERS OF LAST PANEL TO Err Ouf1t ItfER/106T ANCf10Re DIRECT WALL MOUNT SECTION �� BIEF.GETAKSj.N.r.S S CUP LOOOI E O ANFIL PAWAGA04ST TOP TRACX (1) HEADER ENDCAP • END WRAFU SMS TO TRACK D.Bis T D o D.TnNAL VLLSTC KNOB A rtTaaO�atiHf' ANRE•END i H5M6 TOTRRACKACK / TOP NTRACK OR �� TOP V TRACK O R STRUCT(FASTvIm TRUURPER b T sEcnoNs D LEFT) V om Z w� OPTIONAL PLASM KNOB. rO d' 91; EASE PANEL OJCKi fTO 2 DETAL UEFr)RALSEE Z R. IN&W PERFOIN AT LBOSPAN FOR USE WITH REMOVABLE N W Z W 0 KNNOUE AN[i0R PLASTIC KNOBS Z 0 Z BDTTDE) xTNACK oR �OM V ASrENTO W >) O CTURE P VC DETALSKMILOTOLIEFT) C In O ms R SILL TRACK ISOMETRIC BDffOM TiNCKNT.6. AG A4E r FN4 LMT PANFi AIOINiFD X IEA6A FROM NODE OF SLOG TYP 12-V •roPPER COVERAW OETAIY 1TP1(dL ADHACENf OV6BAP PAIQ F ' U uu:� tL a i a it O 10 U) < g �LL Lu Z i Q O $ O co m1K Q a 1MATFS Er - PANEL / AT BOTTOM A 9 O AD.NCENf PANELOOO 0 •. •M•AL•j�H • • • �.e„ R1 r PAl AAMOlQ Ni� • P oero usr\\\II11111//; FF • • • • wE<oo Fp- • •• • • • • ••• •\Y" �'�7.�f .S DIRECT WALL•MOU • • • Y.)C Bis� aB-sF-i (ReF.DEIARVLN.T.S tliWIG lP.� F� tlROD FRODL'CTP �Sc„0 �76R� :BmIYm _ItlE dM f•Mn3a • 3 CN SW-dilg`• STAT•• •••ACFN' E C'F . �!q' •- ..,•� _ :.biz—s BY out • • •�• • Fflr, r� ti;i s os s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SPACING 2-SEDGE DISTANCE F = PANS UP TO "oft SPANS UP TO 857a SPANS UP TO 10.B7R ANCHOR I LOAD CONN TYPE CONN TYPE CONN TYPE 12 (PSG w I a a ca c4 n ca u u m ca 1a u 1N•x1-0/1' EMBED 39 12.5160 18.r 16.0- 12.5" 16.0"16116.0' 120 10.0m 11 B' 13.6- ELCO TAPCON 49 12.5 11S 16.p 11.6" 13.1• 12r 111 8.4- 10.E (MIN 3320 PSI CONC) ) 58 12. 6. 6. e.p 12.5 i8.r S.r 12S 16.0- 8.0110,r Trap(®)•103M I 73 12. 12.516.r er t0.3' 12.5'16r 8.r16r Vup(W) • 475.00 I 130 12.5- 18.01 Br 10.3' 12r 40.r 9.9' /0.3' I2.V 111 8.0110.3- 1N' xww EMBED 39 12S 16.0' 16-p 160- 12-S'16.p ,P 15S 1 72-5-16r 00.r 121' ¢ ALL-PDNTS SOUDSET I 49 LEAD SHIELDANCHOR ` 6s 12.5-180 18.p 16.0- 12.111.r16p16. 12.5 16A' 70.717.r 7r 9.r 12r 16r 7.6' 91 7 9S1 UZ 73 a, 2.r 7p 2.591 7.1- r lizr6,r 2r 17.11• rTcapb)-42s V VW(W)-429 130 125*16.0' 7.1' 9.2' 12.6' 191 7.1- 9x 112.r 16r 7.1' 92" IM' x7-7 EMBED 39 12s t0.p 18.0116.01 12.r 11113.r %r 9S 12$ELCO PANELMATE ( 49 12S 16,p 16.p 16.p 12.516.0- 6r 124' 72S .p 6.S 0.r (MIN 3350 PSI CONC) I ' 6s 12.5- IS.' 14.r 16.r I - 11.r 1110.4- jl2.r'1:-0' 12.r 16P 6S 9.6' TW(lb)=372.00 72 12.116p10.P13r 12.5111 nS 9.r 12.r ICU'82 9.6' VcWb) • 565.00 1. t2S to a--9.F' 121- 160 61- 0.r 12r 16.r n7 9.S 1N•XI-7N'EMBE3 39 10.0112r 12r tir 10.r 124' 6S 7,r 10.01101 4.r 0.r ELCO TAPCON 49 10.p fir 10.7't mr Sr 6r 4S 6.1- 5.(r 01 30 4r 58 10.p 121 6.r 64• 6.r 9.Y 3S 67 S,P 7.r 4,r TWQh)•21t.00 72 10.-r".V 4,r ar 6.p 7.r 4.r 6.p 7.T Lr V Vcgo). 396.00 130 5.r 7.r 4.r 17.r Cr S.P O 1p"XI-7Ar EMBED 39 io.p +2r 12r 12r 10r III IDA" 6' 101 12r 71 6.r m ALI.POINfS SOUR-SEI I 49 10.1r12r 12r 10.4' 10.0 12r 6.r 6.b' 11112.0' 4.r 5S LEAD SHELD ANCHOR 68 t0.p 1t.r 11A' 0.r t0.p 12r 5.7 85' 70.p 12T (T 5.7' TWQb)-358 72 tO.Ir 12.r 7.0' 70 too 12r 4.r sx Io.P 12.7' 4.r 61• VWp)-249 ' 130 10.9-12r 4.r SA' 10.0'12.E Cr 5.1' 10.0'12.r 4.r 0.P 114, x1-1N•EMBED j 79 tO,P 12.r 121 6.7- loz Its, 6.r IT Sr 9.4- 4.0- 4.r 74 ELCO PANELMATE 49 t0.p 12.8' 0.S 7.r 51 9r 3.r 4.r 6r 7,S 3.r 66 10.01 12.V 6.r 6.4' 6.r 7.r 3.r 4.0' s.r 7.r 3.r TWQb)•204,75 72 5r 9.r 4A' S7 5.p 72" 3.r 5.p 7S ].r VW(b)-233.60 ? 130 S.o' 7S 3.T 6.r 7x 9.r S.P 7.r 3.T 0.7V EDGE DISTANCE 1/4'xr THR / 39 i26-18.0-16.p 7. 12. 18.r12.r 4.9' 12r IS& 61 3r PENETRLAG SCREW {9 125' 16.P 16.0, B.r 12r 10.r b.r it Izr 161 B.T 31' 68 121' 16.0- 14.4' 5.1' 12r 18.r 61 3x tzr 19.P a.r Twp(b) - 359.63 i 72 12.6.16.0- 9.6- 4.1- 12.r1S.r 6.0-M 12.6. 16,p 6.r VWQb)-82.97 ) no 2S 116.r 6.r 12.r16.0• Br 12S tar 6.p 474 R 1.12' THREAD i 39 12.5 16.0' 18.P 7.T 12S 16.P 6.3' 4.0' 12S 13.5' S.r ].r PENETRWOOD SCREW 1 {9 12.V 16,0' 15r 61' 72,51]27 IS' 3V 52510.r 4.1" 3.1' 4 N 125' 16.r 9.r 5.1- 6Sb• 11,r 4.r 3 ' 62r 10.4 3.r Tmp(10)-234.00 72 125'14S 6.r 4.1- 025'104- 3.P 8.2510.4' 3.r VW(b)=98.74 130 6 VI0.4- 3.r 025"10.4• i.r a.2WIO.f 3.r 7/IS•a 5W EMBED 39 72.516.r16.0'13r 12r 10.r 8.3' &1' 126. 13A• S.T 6.r BRASS BUSHING6 19 ILI, 16.0117.r 70.s 12.513.1' fi.S S,1• 6.2510.r 4.P 67 IM-20 SCREW as 126' 11.lr 97 6r 67S 11.1' 4.Y 64' 8.2r 10.Y it S.P TW(b)•231.50 72 12.S /4.p 85 b.r 6Irlo,r 3.r 5.p 6.2S t0.r S.r S.P VWQO)-232.50 1]0 62S 10x 3r 5p 111, for ].r 5.(r 6I5't0,r 3r S.P �, ANCHOR SPACING SCHEDULE Zr EDGE DISTANCE ANCHOR LOAD I SPANS UP TQ 5.50R SPANS UP TO 0.67R (PBo CONN TYPE E CONN TYPE C6 IM".IaN' EMBED ELCO TAPCON 39 45 16.01 18.r 160 160 111 11A' 16.o. 16.01 MIN 3320P51 CONIC) I 55 tB.P 18.p 7r Isr T.)- Ia3.M I 65 147 16.0' Sr 16.0" VW(b)=475.00 72 il.r /60 6.r 16r Ur xl-7R'E4BED 39 /6.P t6.r 16.r rN AU -POINTS SOUDSET I 46 16.P 16.a" "a 10.1' 18.p SHIELD ANCHOR as 16.P 16.r S.r /6.r 7WQb)- 42s.M a5 12r 16.0" 5.r 16,p -429V0 72 9.r 16,r 5.3' 16.01, AWM.2'EMBED I 39 160 16.0, 12.r 15.0' CO PANELMATE 45 76:P 16.p dr 15.01 (MIN ]350 P51 CONC) I' S5 16.P i8.p 6.r 19.r Tcey(b)-37200 Po i1.P 18,p Ir 16.p VW(b)=SUDS I' 72 9.S 16.p 4.r 16.(r IW xl-1/4•EMBED j 39 721` mir 6,p 124' ELCO TAPCON 49 72r 12-e" 4.I" 10.r as 9.r 12111 a.s• Y TW(b)-216.M I 72 5.1' 11.6' 7.r V VWQb)-396.M Iw I.P 10.5 7.r O v4'xl-7/r EMBED 39 120' 1zr 9r izr m ALL4KXNTS SOUDSET i 49 121' 12-r 6.r 12.r LEAD SHIELD ANCHOR j ' as /2r 17-8' 4.f 12r Tcap(b). 356.00 1 72 BA' 12r 31 12.T Vop(b)-249.00 130 6.r 1z3' 3r izr UC X7-114'EMBED 39 ;UP 12.8 11,r O PANELMATE 49 12.r 12.r tOr • se ` 9x 1ze'TW(b) ik. • 204.75 72 4.r 10.r7S V.Wb)-233SO 130 3.r 97.2' (1.77 EDGE DISTANCE 1/fxrTHREAD 38 16.r 18.p 121' 160 PENETRLAG SCREW 46 16,P 16-p er 16.r 55 16.P 16.0' s.r Is.** TWQb)=359.53 65 10.r 18.r 4- 19.r Vop(b)-8297 I 72 6x IN, 4.1' 16r 9/1x1-7)r THREAD 39 'Zv 16.p 61 16.lr PENETRWOOD SCREW I 46 1B.p t6.p 6S 14.f 66 71.r +6.P 3.r 11.9' TW(b)-234.00 65 IF 15,r t0.r Vap(b) • 9674 72 16,r 14.E 10.4- 7/tr X 518' EMBED 39 16.P 16p 6.p t',r BRASS BUSHING a 45 18.r 16.p S.r 1 2' IX20SCREW 55 ill.r 16.P 3.r 11.E TW(b)-23150 as s.r 15-V 10-r V.p(b)=23ZW 72 5.7 14.P 10.r ANCHOR SPACING SCHEDULE Ho�Nn 20' EDGE DISTANCE �+ ANCHOR ( ;LOAD SPANS UP TO SPANS UP TO 12 (PSG) 5.5o6 CONN TYPE 8.678 CONN TYPE 9� C7 Ce C7 ce I/1'x1aN'EMBED 39 18.0' 15.r 13.r 9.r ELCO TAPOON 45 16 r 137 11.r a.f (MIN 3320PSI CONC) 55 15.2' t0.r 9.r 6-r Top(!)-355.40 65 12r 9x er 60 VW1•)-3a0.00 I 72 11.r 6.r 6.r 6.7 114"M-7/r EMBED I 39 16.r 16,p 15S I ALL -POINTS SOUD-SET i 45 16.p t1.r 13S 9.r K LEAD SHIELD ANCHOR 56 16.r 12(r 10,r TV Z TW(b)•126.00 65 14.4• 10S G. 6.r (OJ vop(Ib)-429.DO 1 72 13.01 9.r 9.51 S.T Uf x1-r EMBED M far 111 10.r 74' ELCO PANCLMATE 45 14.1- 10.1' B.r 6A' (MIN 3350 PSI CONIC) I 55 71.r S.r 7.7 $r TWM)•207.80 a5 9,r 7.9- 1.4' 4.r Vwp(W)=282.60 72 9.r 6,r 0.f I.P' t/f x1-1N•EMBED 39 9.r 6A' 4.1• ELCO TAPCON 1 49 IV IV e,r , 0.r 3.r Sa 7.1' 41r 4.r 301 yy30 TW(b)-174.00 72 f 9.r 3.P I.P U Vwp(b)-318.0D 130 s.1. 3.r 4: 1M x1-71V EMBED 30 12.r 9.r 9a' BI VOO ALL-P NTS WXIDSET j 49 I+,r 0.r 72' s.4' LEAD SHIELD ANCHOR 68 9.7 6.r Sr 4,f O TWQb)-358A0 ) 72 7.r a.r SS 3.r VWQb)-249.D0 130 7.1' a.r 52' 3.r O� IW xt-1/4' EMBED ELCO PANELMATE ]e 40 s.r 7.T 6A' 6.S S,r 40 40 3r OJ i 56 - 6r 4,4• 4.r TWQb)-201.5D 72 5.s 3.r 3.s Vup(p)-1Po.60 190 4.r ].f l.r 0.77 EDGE Dit Im'x r THREAD ' 39 7.7 B.S. PENETRIAG SCREW 45 ILS' S.T 65 6.7 4r Teap ft) a 859.63 a6 4.S 3,r VWOb)•02.97 72 4.1- 3.S $14x1-1?THREAD 39 7. ' 67PENETR.NOOO SCREW 1 45 9.r 5.'r55 6r 4.rTcWb) • 234.00 65 4.r 3.TV.Wb)•96.74 I 72 4.1• 3.r 7/1rx5A'EMSED IN 131 9S sr -S.r BRASSBUSHING 6 45 11S B.p 7.1' S.1• /4-20 SCREW :' a5 9S 6r 5.r 4.1• Tap(lb)•231,50 ± a5 7.r 6.S S.I. 3.T V..PSO 23250 72 7p 5.0- 5.1" 3.T ANCHOR NOTES: - 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL • • 000 • • • • IS • • CEP f7 �} ANS FOR SPEC*FIC LOADS UST BE LIMITED TO SE SHOWN IN MAX SPAN 2PENTER &ANCEHOR ANCHOR SCHE WLEMBASED ON THE EXISTING STRUCTURE MATERIAL TYPE SELECT DESIGN LOAD S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. RISTENER SHAZ BE LR*TEAN CRREA OF* • , % 'IV, 7J� GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER AN. NOMINAL r x 4" (MIN) WOOD STUD (3/4' EDGE DISTANCE IS ACCEPTABLE FAR WOOD"MINA!). Vft*TUSSH/tL%Lb `�1\\\t , • r\ . - - - _- Fyn • •}G c 7p .a 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 SOUTHERN PINE. G-0.56 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHRDPS PANME/A OMiEX44EAV. • • - `•�' ,, S ^ , 'aOF CONNECTION TYPE). FORRSSHALL 7, DENATED REMUR REMOVABLE ANCHOR$, WHICH ARE REQUIRED FOR DIAM MO7a11ATALLWONS. • • • SG • •` • YIPINC wANG, P.E'. BEIDENTIFICATION 4. ANCHORS SWALL BE INSTALLED N ACCORDANCE VA1T1 MANUFACTURERS' RECOMMENDATIONS, S. MACHINE SCREWS SHALL HAVE M OF THREADS W BASE ANCHOR AND MAY HAVE ENG4QEALK -� * FI.ORIAQ W193wT101,` S. WHERE EXISTINGSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS ICY VARY. FIELD VERIFY THAT R VIAF A EA B ETFIER A PAN MEAD, TRUSS HEAD, OR VNFER HEAD (SIDEWALK BOLT). PROD•.iCF.2EVl.A',ED � FL FASTENERS ARE INTO ADEQIMTE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. c meF}i•S yyith y,e ih• �d! ^.. Cw.N 77 - ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES - 10. = DESIGNATES ANCHOR CONDITI Y1a71CI1 ARE NOT ACCEPTABLE FOR USE 96it�*$ _ ' P-ENEI4FD • • • • • *° '.• STATE 7: IS IM aa+Plri11S with the F:•tid9 • • 8$R6pa9L D]Le o{ f Zt 7� q ..• t , n � �t. •.•.c, _� ',, lt} ••• • • • • ••• • • • •• •• • • • •• •s ••• • • • ••• • • o X�a AD12-32 4 OP4 Notice to Owner — Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption 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. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this �_ day of f % Pr.e j 0 be r , 20 By P I° rne. � t- i 6 L 0 (: 1 1;, who is personally known to me or has produced as identification. Notary: _ ov •SO, Notary Public State of Florida Olga Rodrigurez Leyva • My Commission GG 251441 SEAL: '� or � ' Expires 0912412022