Loading...
WS-19-1666lomb '19 7t Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-07-19-1666 Permit Tyre: Windows/Shuf3ers Work Classification: Strutters Permit Status: Approved Issue Date:07/24/2019 Expiration: 01/24/2019 Location Address Parcel Number 1201 NE 94TH ST, Miami Shores, FL 33138 1132050100010 :ontacts BERNARD & DEMETRIO LORIS LEE Owner HCC GROUP, LLC Contractor 1201 NE 94 ST, MIAMI SHORES, FL 33138 DAVID VASQUEZ Other: 9546736513 270 SW 133 CT, MIAMI, FL 33184 Business: 3054989615 INFO@ H URRICANESH UTTERPROS.COM Description: INSTALLATION OF STORM PANEL 5 OPENINGS Valuation: $ 2,900.00 Ins ection Requests: 05-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $12.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Tota I : $172.40 Payments Date Paid Amt Paid Total Fees $172.40 Check # 2630 07/24/2019 $122.40 Check # 2614 07/19/2019 $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 AFFInAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating'qrstructTtkn and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized S64ature: Owner / Applicant / Contractor / Agent Date July 24, 2019 Page 2 of 2 Miami Shores Village r� g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING R_EcE1VED J L 19 2019 BY: FBC 201- Master Permit No.V/S - 6-4 V Iq" C66Cv Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: - 1110 L::: 01 `i S'r City: Miami Shores County: W- Miami Dade zip: 3313 S Folio/Parcel#:_ It — 32 0 C--G 10 - (b I o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Deynet(10 LO(15 Phone#: 65S-4) 97 3 - 6,23 Address: 1 `7- 0 1 N E 9� '3t City: �Ni Qr41 Shores State: 'Ft— zip: 33i3� Tenant/Lessee Name: _ Email: r?-) I -a'e h rm CONTRACTOR: Company Name: fACC rdt>P LL-e, Phone#: l.5� q Address: 2Z U S W 13 City: �k i U n'r { -State: FV zip: 331,9,f Qualifier Name: DwV j & Js&S %qe,z Phone#: L3o�-) 1?31:3 State Certification or Registration #: Ut (' Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ a A 0h Square/Linear Footage of Work: Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0 S �o f rrl IDg e,5 0 DPn I, rl9 5 Specify color of color thru tile: Submittal Fee $ 5) , Q Permit Fee $ Scanning Fee $ Technology Fee $. Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 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 on 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 NER o AGENT The foregoing instrument was acknowledged before me this day of v 20 1 `� by r)pmetr►b LC?C i 5 , who is personally known to me or who has produced L" Cen5 6 as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: oO'"'w, Notary Public State of Florida Olga Rodrigurez Leyva y My Commission GG 251441 Expires09/24/2022 Signature l CONTRACTOR The foregoing instrument was acknowledged before me this 1 day of TU( V 20 I cl by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �� of a. Seal: =ow •W,� h '? or nod APPROVED BY Plans Examiner Notary Public State of Florida Olga Rodrigurez Leyva My Commission GG 251441 Expires 09/24/2022 Zoning Structural Review (Revised02/24/2014) Clerk 7/61201-3 Property Search Application - Miami -Dade County OFFICE U"`F 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 I 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 $782,494 $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 Exemption $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 : 7/6/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 L$50,000 $50,000 Taxable Value $694,302 $680,424 $665,401 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $719,302 $705,4241 $690,401 City Exemption Value I $50,000 $50,000 $50,000 Taxable Value $694,302 $680,424 $665,401 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $694,302 $680,424 $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 $290,000 16197-1048 j 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: seats ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART Eas Components & Cladding -SOUTH FLORIDA EDITION - For Wall Com P 9 ASD Load Combination Coefficient: 0.6 Kzt = 1.0 Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kid = 0.85 6roward, Palm Beach Broward, Palm Beach (Coast) Miami -Dade Miami -Dade (Coast) Florida Keys (Coast) Wind Speed: 170 mph Exposure Category'C' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35 ft +45.21-49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft +49.7 -53.9 +49.7I-66.5 60 ft +50.61-54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6'-53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7'-109.4 Wind Speed: 170 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +45.9 -49.8 +45.9'-61.4 20 ft +48.2,-52.3 +48.2 -64.6 25ft +50.11-54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.5 -62.4 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9 -54.9 +54.9'-100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9 -61.9 +61.9-113.5 160 ft +63.4,-63.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 200 ft +65.9 -65.9 +65.9 -120.9 Wind Speed: 175 mph Exposure Category'C' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +40.1 -43.4 +40.1 -53.6 20 ft +42.6 -46.2 +42.6 -57.0 25 ft +44.6 -48.4 +44.6 -59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6 -69.1 55ft +52.7'-57.1 +52.7 -70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5'-53.5 +53.5'-98.0 100 ft +54.7-54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 .42 ft + 60.J -60.3 • +.60.3 -110.6 1.80 ft. *.+6;.9 * 64% •*61.9 -113.4 62b6 ft ' •+63.1'-63.2 • •-? 3.2 -115.9 Wind Speed: 175 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +48.6 -52.7 +48.6 20 ft +51.1 -55.4 +51.1 -68.4 25ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35ft +56.3 -61.1 +56.3,-75.4 40 ft +57.6,-62.5 +57.6 -77.2 45 ft +58.8'-63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9'-82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.91-63.9 +63.9'-117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 a a Ln • y� w Conforms to the Florida Building Code 6th Ed (2017). • Wind Speeds noted above are ultimate de eeds T lat d pressures re va w ��a �y �Y�f d for all roof slopes; no li l­- • Tabulated design wind loads are based on ASCE 7-10 (3-second gust). • • ruction fo•roof slope < 10i ha• bewi considered. O specifications for components and cladding based on design • Cities and/or counties are listed only as eg%neral geide, • 1-ftbutary *ea noted in taele (lffe&ive wind area) is equalFT • • •, • • • • • • r_4 Z criteria as noted herein. based on Risk Category II buildings. Verify ippljga ble yp�d t�thelninirryvj of�ei�t x wid] oi[ht x ht / 31. Round J • Where this document is used for permit, applicability of speed and exposure category with local building dept• dovan to va his shown. • • • • 5 < design asic nd ns gnify s acting toward - Zones 4 & 5 rior" and "corner" zones, Ll I W Category, criteria Category, etc.) shall be erifieddby the sure and awayf&rom the exterior iior component orecladding surface, are as shown to the right where the dimension Sae lslthe )- Z contractor & building official prior to construction. respectively. minimum of 10% of the building's least horizontal dimension j - Eave Height w • This specification may be used in conjunction with • Where "Mean (average) Roof Height" cannolb: • o:40?i of �e A4, rooiheight,:ut never less than 3'-0" or -Mean Roof Ht V engineering under separate certification (by this engineer or determined, peak roof height shall be used, exce•t that*.ave 4Jk ofilih• i•ast h•rizont•I dimenson. by others) using Allowable Stress Design (ASD). height shall be used for roof angle less than or elal to!0°.• ••rhi#spe! ificatlbn s vffi d dhly ter use with structures NOT L Peak Height • Refer to the above -noted ASCE 7 standard for descriptions Round up to values shown • • • • 14.ted 4, the ip:%oneAlf of:n isolated hill, ridge or yypi i FI FvnnnN and definitions of all design criteria. • Wind pressures are applicable to all building floors. escarpment. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Design is based on structure classification as Enclosed Bldg: Copyright ©2018 Easy Seals Wind Speed: 180 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25ft +56.21i-61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0 -77.7 35 ft +59.6 -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5,-112.8 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4'-127.2 160 ft +71.0 -71.0 +71.0''-130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.9 -135.4 Valid only with engineer's signature & rued seal Oct 03 Christian Langrey, P FL PE #67382 CA #31124 Document No. A10RS Demetrio Loris 1201 NE 94th St, Miami Shores, FL 33138 Folio# 11-3205-010-0010 Installation of storm panels in 5 openings Product Approva: 18-1114.03 Mean Roof Height: 15' 1) 132" x 100" 2) 132" x 100" 3) 132" x 100" 4) 72" x 75" 5) 72" x 26" 5 4 Front Door 0.4 .. . ... . . . .. *06 .... ....... . . ..... . ... . ...... . .... .... . . .... . MM IAMAADE 1vuA�-DADS 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.miamidade.ew/economy Florida Storm Panel Supply, LLC 14475 N.W. 261 Avenue Opa-Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their 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 )(blocity H�ft lbane • • • • • • Zone of the Florida Building Code. "' . • DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD12-32, titled " 22 ga. Galvanized Steel StoWP84e1-L?C ". glteets • 1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, r.Ei on Sepfember 29, . 2017, bearing the Miami -Dade County Product Control Renewal stamp with the Notice o£Xac, piance n;alber 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 lopoll(iV1 stage, the • • • • following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-20% W- 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 domentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No.18-1114.03 �,.. 1 yc,� A Expiration Date: 01t 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 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 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 FrankL. Bennardo, P.E. 0000 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Fra%k.4• ...... signed and sealed by FrankL. Bennardo P.E. Bennardo, P.E., • • • • • � • • ...... .. ...... D. MATERIAL CERTIFICATIONS • 1. Mill Certified Inspection Report 2. Certified Tensile Test Report issued by Certified Testing Laboratory, ort Number .. .. . r ":"• ..... 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel,.Z'$. • • .:.. • ...... 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-A17.0'3 ...... A. DRAWINGS• • • • • • 1. None. .00. 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 kt� d. kLl-�/ 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 MCYEngineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, F.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Dept. of Permitting, Environment, and Regulatory Affairs. 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 Rerourtes. • E. MATERIAL CERTIFICATIONS 0000• 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 41 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 V-C� d. -- 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. MATERIAL CERTIFICATIONS I- None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-1017.19 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets I through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017. 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. • F. STATEMENTS .... 1. Letter of Compliance with the FBC, 2017 Edition, prepared by MCYEngineerin& 1rjq.! signe F e�• 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 elnny 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 PRODUCT MARKNG 3.37r MAN QLOCA PRODUCT y ti `'� 73 cp M.07Y 1]�97aPRODUCTCATS!DP110NW 206Y 2000' 0.779' .'w tpFROLL p "41ae' .1ST tA1T tA1S , 0-oa2• g o k e� i a e 1.7e1' 7a1' 1.761' 1.T81• ti eArsc tzar O.ae2 1.7ar �or 1 PANEL C r7P c 4.{3e•PANET. LEN TH U43&LBAC k z T—T s.ssrw - -� 0,12r 7YP. � 1eGAGE(�a.Lw1Hl'Guv. STEELGRADE 50) S.00r LAAX MAK s.aLn• LAAN o. u STUDDED ANGLE vB11LL DOUT/CLQ$ANGLEV JFAN� URE LDIS GENERAL NOTES' odaa � 4065' (Lo6 GMDNEWDWIDE U-- TAB maroR CYCLICNID1D LONGING. i.B9T LULTBAATE OEBKIN LOAD OBTAINEDFROM ABCET-16. hR TIDILY BY D.e ELffi61ANN OR FAOAL 701MAX OF3R#ILOAD NTHB n%Cj( S. NO3"S INCREASE IN ALLOWABLE STOFSS NRS BEEN USEDIN THE DEBION OF THE ANCHOR SPACNOTABLE4 1 {-po9tINE ANONEWTNE OESICiI PREBNAESTO BE UBEDWIf17FEeE . ' DNAW17105 SHNL 8E DEfERM11®B1'Of/6tB ON A.WB-BPECIFiC BA916 N ACCORWMEVMTHT%SFOB 0f7N H THISUSE OF ORM4C INEBO."A 70 CALCULATE FACTORSSFORIIBE H PRODUCT.116E OFA ORµY�BNGlan LOWEDSPH00DCT-TINE DIRECTDNAf1Y FACTOR Kd.0.t6R ALLOWED. VW�R7ERE0 WriGIIIIT • 2C OA. TYP. 5, THE MR77TEl SYSTEM DETASBTHEREN IS GENERICAND DOES NOT PROVIDE BYON1AiDNFOR ABPECFIC SITE. FSRECONDMONS . DEVIATE FRMTNECQiOIT10NSOETAMtg9 3N,ALICEMED- 16 GA. GI&V.SIEEL gHpOeBiOR Igi157HiFD ANCHRECT B/V4IPREPARE BCE BPECIFlC SENT PLATE OOCLBAENf670TNe U6EDNCOHJUNC-RON WRNTTOB OOCUL@tf. _ P.04rSMTHIQ OR 2,r.%i25' 4 MERMIT NOlOER 6NALLYEIaF1'1NEMEWACY E108'RINi 60e3-TB ALVNANOLE Q BOLTSO"ONAL HWA HERSSTMDH BOLTS WASH WASHERS 8 WBIGNU DQ OVERLAPS OMI SP OLm TE 9PNi T� �umeee�isii.� _ A_I 2 9 A. TOP MOLKT LAST PANEL TYPICA PANEL ABOWE 0.0I9• 0 (TMPE—\.,,_rRoucnan OVEpZAS oesmucnon o.OeY 0'0�' N 1 5915 Ww BOCK 0T,OP"IPTRACK nBal'f CK �?F� O08INCa O WINDOW D.zeo' j` \�L 6TRtN:TmE7OWnTHBTADAOOtOowtMPOiFD nCORNER CLOSURE DETAIL 7.'5-FORM PAN Bb SWW. BE 220A STEEL piAI.VMI�DTMC10.Eeia0.0PP �� MIN) COMCORWHO TO ASTM A64H, 6TRVClU7HILL oUAL7Y.ORAOE ID,OBO GALV. COATING WITH A LSN. FTBLAKSL ALL EKRNM07W WALL BE Baia-TSALUKOM MALLOY. e. PANELS SHAU BE PEWANENTLY LABELM VJIM ANNWNM OF ONE MAFtKING PER PANEL AS FOLLDW3 tt ty FLORIMSTOR4 PANELS . OPALOCK/. FLORIDA MhW-DADE COUNTY PROD. CONTROL APPROVED R STORM PANELS HAVE BEEN DEM04M AND TOTED TOTE MA)aMUM 6PANSA7D IDADi SHOAM ONTAIEBE DIUWIHGS REFERENCE CON87RUCTDNTESnNG L',(BIPOMTON (CTCL OF aWIN4 R. LEST RIF4DRTH042441. DCKTMO ,O.Top BSOROMOETANS SHOVM MAYBE INTERCHANGEDBL IERCHANGED AB FLIED OCREfEFgLLDW CONDRLWB DICTATE PANELS IMT BEMOLMIEO HORRONTALLYWNERE BLOCK OR WOOD APPLICABLE,FXCEPT FOR MOUNTING COIW7MM IRCLUDNO'IL'Olt •V' FRAABD PROT_IUC"f RENii%1671 sa ftw lvi wit +he PIOTidi I � (COMITYPE F1�IN0 AS REDO) OPTIDNM.IM-PSbTiTCHBOLTS WRN N Lj ij � $V 2 y; a a$ CCMHCREIE NLM.LOV7 eLOCKORVVOOD GOVE IAP OMIDSPFA67EfIhD •OABBMbm1Ar$PAN (IIBEAPPROPIMTE SPAN TABLE) 1— D• Z FRAaBHO B L MOUNT ELEVATiDN AROUND OBSTRUCTLO� N EI O M.T3 fffS D K NO WINDOW DISTANCE WJAL70 +S TIMES 2001 FBC SEDT.2413-M Ow�. IWG ALULAIOHE Q OR HAI403URE N•ESEQ EIIlSAWYE). • • LEG DRECRWMA'pER%MRWD • .5 GESSAI� dt E0fA�7'O BLOOKORWOOD FRAMM • • • N LC • • T OOS A • LC e7 BAKED PI • PRODUCTRE'YI� �O�P"* %J& Ste FjoW. ti.ALLLBOLTB itlVNS1HER3 SIHNL BE2WC LOANED, GALVNIIZfD E 43B k iD [:w • iE�°�iwmH ANc++o�ay Iv�>� • • i eTALNLEasrgt WRHALRU"TB15LESTRENMOFeDKSLA_,,NL.K, 'J •03 OUNT 091ML • •H to _ 7T • • • • I�OGII~ PRNiDt C:Ontr01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• � O a ALM. ANGLE ORJPAn CLOWRE PIECE 0 (am DEFAXS 0.SooLEG DI NNVBE RtlIBi6ED 0.25P ( IL OVERLAP MA% N ESS THAN OREOUALTO ER ANCHOR SCHEDULE FOR 6706RN0 �. IEPTASLE NVCNOR). FOR DOWN GREATER HOLLOW 'FLORIi7A�'1!t'�'r E ALUM ANGLE CLOSURE AYWHNANGCWRB610-D.C. BLOCK OR WOOD FRAMM `TRATI017 Fl `♦�8i • AD12-32 LY COWECRCHTYFN ANCFORME T of SlttA D tlt ANCHOR SNS8006 LIKE REMOVABLE Ta FORlltgl SMOMMO GLAONG vam"OCOOCRETE, HOLLOwaOCKOR \_ WOOD'N"m p12so.c MmANam scmexu --A REF M FOcc AMC '! nfMAIC FY smuniQ � "F" TRACK /DIRECT MOUNT SECTION N.TA MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN SCHEDULE ROM SSSCH ULE LOAD LKPSF) NO Sikh Bd, ST hoob ATM14pm 5 /0'-r 1o•-r 30 mr 10'4p 35 10-0' 10'-0• 30 0'-' 0•-0' 45 0'-4' 9'-V 40 7-11' P-3• 60 6'-10" 6',Y 55 a-T - �- . TD 6" 72 r4• 7%r 75 r-r r-r 60 6'4P 6-0' so sl-r al- 10o 51-C S14' 110 s-1a +'-10' 1Zf1 4'd 4'd' VMNM 6l as SPAN SCHEDULE NOTES: G200MRlgM'TTPE LOOERSPANSp®lREWTH NELNINE LESI(!M REPEFANCEANCMp1 LC OTO DETERM E MAXWUM ILLWi/BLEBTORIA n WRYAt PANEL SPAN. SCHOOL" M ACCEPTABLE FOR URE YPb . WM POARYELaKiS LESSTKW OR EQUALTO NEGAIM DEMON LOADS. 2MEIPOLATICM SEWOUN LOADS IS ACCEPTA&E. OTfERV M UK NM HONER LOAM UWPHOR K NR S O T SE ,TION • • •• gISTRIGCCLV°RER� EMCl1OWEA000'•1E• • • • • SamNEOHORNLYL°R SCFEDLLE 73 FOR VWL sPAcew CEIL.iNGF��ORM0001'jPSWg3QN H•s • • • • • • FF ET WALL MOUN7 SECTION • • • • • • • • • • P.S. L.M M3Fl Ban Thor. S.p.nnbn A-W SnP•L•M W� 30 0'4r 2.75• 12r a'-r 2.75 t.04' 101-S 3.OP 5.0r 35 6'4' 2-?W 12r W-r 2.7r .2.10" 10'-0' 3.00' aw 40 W-D' 276' 12r r W 275• 2 C-a' 3A0' 3.00' 45 W-W Ur 1.3r a'-S Ws" 2A7" W4' 20r 29r SD �-p 2.7b" 1.58" w-10' 2jr 2.7r 2.75' 1 • 2.75' 2 70 . 6'4' 2.75' re 275' 2.2A" TABLE T2 NOTES: 1.EN %WAN SCHEDLU WM POSMVE DESIGNLONTO DETERWME L♦ONYALLOSNIBLE SfCRM PAT$ EEPARATOM FROM CLASS OR DOOR TO SE PROTEOM SCVE'OLU B MQUIR®FOR USE WTHPONMELOAOSONLY. 3RO@IPOlAT10N NElVAM LOADS 16 ACCERMLE OTH MM USE MM IMiHSR LOW 5 � JJ J (L LU W W � iC C J 0 ALUM ON LLALYSfliL SPACER' v WD. l! U. *09010mrME SEP 8 9 2017 YIDIIBTO��A�23'OR \,,`;Ilil ji(`!J. OYABLE ANCHOR&OEY �.� Z`•''CEkE t1�DiK9�1�ta'4 �' 40 NnY _ FL /s5ad Lim• ac cax n Nm wan S7fi7E Or_ _ -- _ 2 OF 4 WMWO QLAZM OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EISTSD WNGRF1e. HOLLOTV HEADER TRACK ISOMETRIC Q IOP TRACft RTS �oNrlsTloM Tyre aeHEOLLE 4FORM SPACM ET�WRIEVL CLFLOG6 � ' emp"m • ��� •'^^moo"" SC!®lKET4 WR MAfL aPAgMO WALL MOUNT SECTION M WALLMOUFfTPACIlSNTA u CEIUNGIFLOOR MOUNT SECTION ^ wrE ' as can�iYj1'E. e:l.'� by : asidD EXWT wxCK O VwOw 7E/DILpV ET1dIdiOg Cude �OJ QOCKCRriODDFRAMSN. A pISi1CC NO �DRTTNE ttaaFiFcnm DTTDn� oZo BLOOK RWOODFRag . (Sma ptYIOOD�mATMl1p •EEANODII •rsmoMTTNEOFEmucruREFCSCO M�f-� _ LEDMAVBetQR�WEOIAET1 6CFEDMIeen ORMARAfKNOR iDRMAK tPlCFNO mMY BE moeaMA� HEADERBILL MOUNT SECTION TRAPMOIMTPAgOioNAFFOI T,FL BRIMS OIAaNO 7 OHEADER END W END VVVWUU US TO TRACK ,oms, outs jj)ftr.DoQAtar AN=AOOWOO L 14SMOTOTRACK TOPrTMCKd! E`n po TOP V TRACK Sm CTO TTiPEK O M1 gnl 0 pq SECUMSTOL" s3m d a TOGAMPMELSLOW 2 OETAIL� Z f t J WIS fi v 8 Z p. W tOPTO WTPW*OR ry2� G JJJ BOTTOM'Ir TWmLCTURRACRFA$IENTO NEKTON Y MA&SLt m� R SILL TRACK ISOMETRIC z V KDTra+mADKrua 0. } a ADJACEM LASTPANEIMDURTE• NAId NfiMER FROM NMDE OF rm 0 TTP 11,8' OTOr i9l C OETAL'P � JJ I1J d ' f2 of Z OM91VP /NQ z yoag� nNOCONCRETE /j M • • • • • • • • t LLOVV KOCK oft • • • • • • • moo"Wan MAWSCHEM • • • • . • • E •� • • • i•• • tWeD FASAWEA•1 /AELASACEMETO•IST• • OFSTRVORm FANiO •• •(Q POVERS CAIxNi.ALTEitU V, USE MPNFFLWTE8 ND F10 BOTTOM CO•VBFS OF. PANEL TO FR OVER [WOMOSTAMMM OIRECTYN1LW MOUNT SE7N• • • • • ( IaEFaEgYI•')+LT-K • • • • l • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S DR2ECT WALL MOUNT EXTERIOR ELEVATION glli.DETALv�F'l.T.a F%iDDt'CF REViSl� t+�� �w?tlTdrc F1oF+Ei:; f+�pT�c�EiD! a /9 O 1-�AND.SVI. 4 O OrrO PANEL CW PAF JK LL � MFIFLT IbRIDA I�NgdyN�G,,StIAyy ��.. . 7oa5 r sm FL o 6 C.AN Tom' y� -'o STA'!E C•F Zr EDGE DISTANCE _ 1- PANS UP TO S.%ft SPANS UP TO 4J7a SPANS UP TO t0.11" Y ANCHOR 'LOAqD cONN TYPE cONN TYPE CONN rrvE W+^1 ( 0f a a3 C4 of Cx ei et a a u 114• x7S4• GIBED 30 t t6.P law IS.r 12.r t0D' IS.r 16.P 29' 1ar 11.6 1&r E1.CO TAPCON 48 /2r 11.P /0.P t6r 12r tar 1tr 13.3' ZS' t6.P e,+' 10.T (IAN3320PSICONC) ( 12r1Lr IW iLr 12P tar 6.r 11.1' 2F1SR' a0"iar Tawppq-4a&OD 72816P /S.P 14.r tir 1LP Ir 10.s' - :r Lr 1D5" •475.00 130 2.r I 5.0' 10.3' 12r tLr ar M1mr 16r arltr iN- xf BSI) 1 89 12P tar tartar 12F 1501S. 140• 7 1a.r 10. 121• ALL -POINTS SOLIDSET ; 40 12.5' tar I&W tar 12,r 10.r 10Y IlJ' zS M. 7.r to • LEAD SHIELDANCNOR 5e 12r 1Lr 1&P' iar 12.rtar 7r 9A• 25" 16R' 7.1• 9Y Tap0y:421 ' 72 12J•tLr 175'12r 126',165' 7.1' 9Y 2A"76A' 7.1' 0.Y Vapdb)-429 1 130 12o,10' 7.1' 9r ttP far 7.1' 9Y 2.5' IB.P 7.1' tr iN^ x7S EMBEDI " 12o tar 16 r 1&r 12S' iSR' 13S 1ST i2.r te.r EY 126' CO PANELMATE j 49 12.W Rkr 14010.0' 12r 140 B.r I24' 1LEloo LF sr N 8750 PN CONC) 51 2r tar 14Y tar 2r 79r 1r t0A' 2r tS r aT tr Tapp!) -37L00 72 124' 76.r 10.P i&3' 12.6' tLC' LY LS' 2-F /60 6Y &a' VapS1p-IIMOD 130 Ilr 1Sr &r CO- 12r1&C' 62' L4' 2-V 160' OX so iN^ x7•IAP ENVED 70 mr2 i2r 10.9 12.4 9 7. 1/DR' 4,T La 0.r at=TAPCON f 49 tar12.r101.10.r 6R a.r 4Y 6.1' 6.r 9,r 3•r 4r t 52 for 1zr a.r 44" Sr s r 3Y Lr Tawp09).219. 0 { 72 top t0.r 1. 65• 5r 7.T 40 6R' 7.T 4r a< -39400 ( 130 5r 7.T 4.r 6R 7.T 4.6• Sr 7.T 4r 1N xta•' 39 7Dr 12r 12r 12r ID /2.r 10.1 L2' t0.P 1ZJ' 7. c lo AL ,MTS 50003ET I 49 IDA' 12,r 120' 10A' 10.0' 72r 6t ar 0.0'12.r Ir Er faOFLEAD SHIELD ANCHOR I' 6e to.r t2.r tt.r ar 10A'12r Sr 6S 1B.P 12r 4.r Lt. T-mb)-so , 72 Vupgb)-248 ' 130 1060P Ito 7.r 7A• /0.P t2T 4.r 5.1• too izr 4.r 9:1' 10.P 127' 4.r OX 100127 4.r L1" 10.r 12.T 4,r &I" x1•IM' a9 I0r I2r 12r L Doti ti.r 6 6.1 6 I 4. 19 ..1 F ELCO PANEUMATE { 49 or izr 9r T.r Or9.r aY 4r aP 75' Sr £ ` • 511 r12.r Lr LC r 7r Sr 4R' SR' 7Y a Tag0G:204.75 ) 72 So 9.! 4.' SY 7.r 3.r SA" 7.r a.7- Vappb).2A50 ! 1a0 Sr 74 S.r 7.r &T LP 7Y S.r 0.75- EWE DISTANCE IW x7 TH REM 39 12r 19.0- 16. 12 /SD•12J 4J izr 16R' Lr IF PEIETRLAGSCREW 49 124-Is.0'160' 60 ILP Gam, Dr 7A• 12riar S.r &I• 69 25' 16.V 14A• 6.1' 12r /0.0' 6.r a- tzr 19R' 6,r Tappb)-a6&ea 72 I2r 14.P S.4.1' iLr le.r 6r ILr Vappl)-6297 ` 130 IZF 16r or 2.r 76D` &W izr 16.r 9r MI x1.1@'THREAD 39 2.r 14. 1SD' 7.7• 12r/tr a.r 4.4' 12.r 1dr Sr W /4ETRNOODSCREW 49 Zr 16.r 130 Lr iLr I&r Sr DIE' L2r 10T 4.1' &1' 56 12.5't6.r B.r LI' L2r?IY 4.r SY 6.2r10A' &r 7ap0b) • 234.00 72 120` NIX 6S 4.1• 2F 6t0.r 3.r 0.2r 10A` 1P Vap" 96,74 130 62r IO.r &r 2r 0.4• 3J' 62r IOA' &r rxSW EMBED 39ls�2rlt).r .P 16C 17.01 i2X ISA" er &I' tz571&4' 5.r ar /V4E BUSHING i 40 e'r 13,r IO.r IZS 1b.P 6r 6.4' L2r 10r 4.r Lr -208CRE1Y 6a IWO 4.r 11 LT 61r71A 41 11 426 tOS i1' 1.P 4.P 6Y LP 62r iDS ar br 6.2T t0.T a.r LP w 2A60 130 &r 5.r 10.r so Br S2rIO.T So Sr ANCHOR NOTES: ANCt10R SPAClNC SCHEDULE 2.5' EDGE DISTANCE SPANSUP TO SPANS UP TO ANCHOR (LOAD 5.500 a97R (pst) CONN TYPE CONNTYPE C6 C6 C6 C6 N'x1-3W BED i 39 IsAr ta.r 16R' 16.Q O TAPGON 46 16,0• le.r 11A• 10,P 7720PS1 CONC) 55 1610' 16.0. 1.5? 16.P Ta•(6)-44L01) { 66 14Z Is So.1&0, Vc6p(b)-476m 7x fig. 16.r 00' 14.0- P� D ;X7/r EMBED 39 16R tIR' 145• I&W Gj SSOLIO•SET I 46 16.01 16.r tat• I6.r c SHIELD ANCHOR a6 iLP 16.r &6• H.r c4p(b) • 42LOO 85 12.r 1Lr Sr 16,r >-4211.0D 72 So 16.r Lr 16.P N"x1-r EMBED ) 39 ISO 14.r 1zr tar PANELMATE (YIN 33so PSI Dome) 44 {' S6 164 14P /aA' tar a.r ar 160 iB.r 7e40)•372.00 65 I' 11R 76.r 40' I&W Vnp(Ib). 66646 72 er 16R' 4A' tar 1!4'x1-114'El ED ELCO TAPCON 30 44 12r 12r 12 12r 6,0' 1 124' 10.T I N Lr 120 ta' �G Tap(b).2/1.W I 72 L7• 115• 7.7' y Vemp(b)-394.00 1 130 4.P 10.r 7.T ct ur.l-72 EMPIEDi 3e to tir 1.P tza w ALL-PaNT8 SOLID+9ET f 49 I2r 12r Lr 12r LEAD SHIELD ANCHOR ) • 55 +Z.r 129' Lr 17J' Tc4p(b}-aSLa 72 Lr 125' 35' 72T Vop(b)-mop 130 i Sr Izr 35• 12.7' W xl-1Ar ( 39 .1Lr 7a.4' 1t. PANELMATE 49 ' 12r mr &r 100 i ' a1 11 123• • a.7 7apQb) • 20475 : 72 4r 10.9' 7Y Vap�}-23a50 ( 130 3.T 9.r 7S a7r EDGE DISTANCE W xr THREAD ( 34 .1SR ISO. 124' 1e.0' PENETRLA,G SCREW 1 46 'ISO 74r 6.5' 16.0* ' 35 .,Sr 16.r b.r t&r TcW(b)-361.63 45 .tOr t6.r 1.4' IS.r VaL97 pOb)-6 i 72 SS 1Lr 4A' IS, 014x1-IWTHREAD a9 ''O.P Im.w Lt.ILr RL PENEWOOD SCREW 46 19R 16.r 6.r 14,e as 11X 16.0' &r 11.a• Tap(Ib)-2SI.a 06 1r t4.T ICA• VapOb)-9474 i 72 16.Y 14.2' 10.4' 7M' x fi•' EMBED 39 1&P t6.r &r 14r BpASS BUEXNG i 45 ! I6R 16.r 5.r 14.r U4.2B SCREW • as (17.T tar dr I1.T T.qo): 23150 46 5, 1LS' 10.r Vc*P(b)•23260 i 72 6T I4.0- 10.3• ffi$ANCHOR S.PACOM SCH IDIME 20• EDGE DISTANCE ANCHOR LOAD SPANS UP TO 5.600, SPANS UP TO &67R 9 ( CONN TYPE CONK TYPE I C7 C6 C7 00 11r x1.34' EMBEDm 14 rW 76.r tdr I.r ELCO TAPCON I K te. 17Y 11r 4.41 (MN 3320M CONC) 55 74r to.r 0.r 6r Tem(b).36L40 ( 66 mr 9Y Sr 6R' Vapao)-35D.00 1 72 11.r 631 Sr BA' 0t 1!4'x7-7 { 39 14r 16.r 1 t0,r S ALL -POINTS SOLfD-6ET 465Y • 1e.r 14.r M13Y 9.Y 7.r R Z LEADaH1ELDANCHOR Tcappb):42400 55 ( a too. /4.4' 12r 1DY 14V 9.r 6.T U Vcq*)-42LOO 1 72 I3.r Lr sr 4.r 1lr x1--EMBED 39 76.r 1t.r tO.T Tr ELCO PANELMATE 1 4514,1' f0.1• Lr 1A' (LON 36B0 PSI CONC) �' Is tt.r L2 T.4 0b):297.00 a 9.r 70 64• 4.r -282W { 72 e.r S.r Isr 4r' V4'xhWEMBEO 1 36 10.r 6.r 6.4" 4.1 ELCO TAPCON 1 49 e.r 6.r . 0.r so 60 7.1" 4r 4.6. P Yy TappD):'171m 72 e.P a.r 4.P Vap(b)-310.00 ! 77D bA' &r lr W M-7f6 EMBED ALL4.NTS SOLID•3ET SB ( 49 1Y7• tt.r e.r Lr sr 7Y 4Y so LEAD SHIELD ANCHOR ' 66 E.r e.r &r IV Tapp)•35e.00 72 7.r 6J' Lr Lr Vap(m)•2K.00 130 7.1" So 6Y &P 1/4"xt-V4 EYBED PANELMATE 4r4 7.r aF 6.ELCO 4r &riY �41 4'4rTnPpb):201.a0 6S 3,r 3,r VOP(b)-I8L60 4r 3: &r 0.7r EDGE DISTANCE 7APXTTNREAD 39 7.r e.r 4,r 4,r PENETRIAG SCREW 3 45 0.8' 6.T I.P ' 66 SY +r Te1p(b) • a60.it 4.rax Vap06)•a2A 2 72 4.r &r 4.9 dr 4xIIIr TH READ S9 7.7 a. o PENETILWOOD SCREW 1 46 Lr 6R 4T DIP s6 Le 4.4• 1.4• Tappb)•234.01) as 4.r a.T &r VWD,)-96.74 t 72 4.r 1S So 7/7B'x5l6'EMBED 80 M13A' BY Lr •Lr aUSHN4G t I 451I r Lr 7.1" 6.1' W-20 SCREW ,' • 66 9Y Lr 4r I I. Te1Plb):231.50 R l.r 6.r 6.r 3.r). 23260 t 72 7.r 6.0" &1` &r 1. S PANS MID LOADS SHOWN HERE ARE FOR DE'TERMININOANCHOR SPACING ONLY. ALLDAVABL.E STORM PANEL r 1,y ) SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MI X AU.OYAABIE SPAN $OHED LE (T Tt]],,� • ALP S " 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL &ANCHOR TYPE SELECT N A8 • e•�M 7�1RRRD1A7FACE OF STITOFRAt9lIG. FASTENER 911ALL SE LOCATED N CENTER OF oBLFATER THAN OR EOUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERTHAN R EOUALTO Nb 4" IN) (3M' EDGE DISTANCE N3ADCEPTABLE FOR IM)OD FRAS�@40). V1DOD 9TW SHV.L BE • SHUTTERSPAN. SPAN DENS(TY.IAG SCREW6W(LL HAVE PHILUPB PAN HEAD OR F7EX t1EM. �� .•'SGE N.S `. -r & SELECT CONNECTION TYPE SASED ON APPROPRIATE MOUNTING CONDMON (SEE MOUNTING DETAILS OR ETS • A YN4CH AAE RECNARED FOR DIRECT NOUN& IN9TALIATIOHS. &S FOR IDENTFICATION OF CONNECTION TYPE). •• ••• e' ti4 M OF1/C ENG40EAtENT OF7HRFADS IN BASEANCHORAND MAY HAVE * Y��f.•GG N'WO. Pik, V� Fl.OR3Ae0 k�SbiAiq: 4. FOR SHALL BE TINSTALLED M1 WACC FRAMING, , WITH TING CONDITIONS RECOMMENDATIONS.FIELDVERIFY APAN FAO, MEADbR1I11FEG2FEAD (SIDEWALK 60L7). FROLYS)C'F'RE't!lSED -- FL F WHERE EXISTING STRUCTURE IS WOOD RAWNG , EXISTING CO KYWOS LAY VARY. FEND PLYWOOD THAT B. A6NYAUN E7ABEDMENTAND EDGE DIETANCEEXCLUDEB 6TUCCOOR OTT1Eli WALL FINISHES. uasap)y)ag!vHb IR6 pTD,�dy 'O , CA.hPt 2D677 FASTENERS ARE INTO R SIDE CLOSURE WOOD FRAMING YEMSER3, N07 PLYWOOD. FASTENING TO PLYIAVOD IS 10. pESIGNA7E3ANCHOR CANDITION9 V11 ARE NOTACCEPTABLE FOR USE B1Na ' M� O�od6 ATE 12 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. PR UCT RENE1i�'ED � _ W t01f1pIYi118 wiUrtRc F)0fu18 /� • • • OAftIot- N. By • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Set � a9-e-tt tf�M ' m a01>n +(1�T: fss 1c-o+3 .�' 31KRxC P0. 4OF 4