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WS-13-1509Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 194739 Permit Number: WS -7 -13 -1509 Scheduled Inspection Date: July 23, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: O'CONNOR, JAMES Work Classification: Shutters Job Address: 746 NE 95 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132060141900 Contractor: ATLANTIC SHUTTERS, INC Phone: 305 -945 -7277 Bul comments INSTALL STEEL STORM PANELS ON 3 OPENINGS. ------ - .......... _ INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. .N July 22, 2013 For Inspections please call: (305)762 -4949 Page 15 of 34 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 746 NE 95 STREET FBC 20 %-- Permit No. Master Permit No.� ROOFING City: Miami Shores County: Miami Dade 7�p; 33138 Folio/Parcel #: 11- 3206 - 014 -1900 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): JAMES OCONNOR Phone#: 305 - 613 -7104 AAA—. 746 NE 95 STREET City: MIAMI SHORES Tenant/Lessee Name: Email: State: FL Zip; 33138 CONTRACTOR: Company Name: ATLANTIC SHUTTERS, INC. Phone #: 305 - 945 -7277 Address: 1970 NE 153 STREET #7 City: NORTH MIAMI BEACH FLORIDA zip; 33162 Qualifier Name: KEVIN KENNEDY Phone #: State Certification or Registration #. CBC1251102 Certificate of Competency #: _ Contact Phone #: 305 - 945 -7277 Email Address: atlanticshutters @bellsouth.net DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $1,999.00 4ga'pWnear Footage of Work: 96 Type of Work: DAddition XMteration ONew ORepair/Replace ODemolition Description of Work: INSTALL STEEL STORM PANELS 3 OPENINGS Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ eo CCF $ CO /CC $ DBPR $ Bond $_ Notary $ TrainhWEducation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a bondLg Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City E= 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 he secured. for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 $2500, the applicant must promise in good ,with that a copy of the notice of commencement and construction Jaen law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. t he absence of such posted notice, the inspection will not be approved and a reinspecdon fee will be charged. n j p Signature Owner or Agent The foregoing instrument was acknowledged before me this Z -z- day of M4, 20 L'3—, by T: -nu-s who is personally known to me or who has produced Fa L, As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this Z 2 day of a , 20 (,3--, by kel,6�4 k who is personally known to me or who has produced NOTARY PUBLIC: ; �1,,,,• BELSKIS J MY COMMISSION # EE 842514 : EXPIRES: October 29, 2016 Sign: BMW Thrn Nolmy PU* Umfow bm Print: l6w(g., 9 Wsk ;x My Commission Expires: 10�21140 identification and who did take an oath. NOTARY PUBLIC: 1JF.1 WI Mn.sElsras MY COMMISS10N # EE 842514 EXPIRES: October 29, 2016 BMW Thm Notary Pt#* lhirlartwbm APPROVED BY _ /v( flans Examiner Zoning Structural Review Clerk Revised 3 112=12)(Revised 07 1101O7)(Revised 05/1O1 M)(Revised 3/15/09) MIAMI -DADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT. 2013 FIRST -CLASS TAX COLLECTOR MIAMI -DADE COUNTY.- STATE OF FLORIDA U.S. POSTAGE 140 W. FLAGLER ST. EXPIRES SEPT. 30,26-13 PAID 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & t0 PERMIT NO. 231 515668 -2 rHIS IS NOT A BILL - DO NOT PAY RENEWAL BUSAWSA EJEJ W?hS INC STATENCRET ' %1102538916 -8 1970 NE 153 ST 7 33162 NORTH MIAMI BEACH 0W19.ANTIC SHUTTERS INC WORKER /S S 'ITM OSO°$s IEWERAL BLDG CONTRACTOR 3 ' THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE - HOLDER TO VIOLATE ANY ZOG LAFR HE ZONING LA S REGULATORY DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER ATLANTIC SHUTTERS INC PERMR OR LICENSE 9375 -G GEWIG LN NOTTUA CCERTTIIFICAATIONLSOF COLUMBIA MD 21046 THE HOLDER'S GUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR:O 9 / 27 / 2 012 60040000247 ij III) 000045.00 if III III liiills lttll i111111lisiillilll�Il It l liil rliflill itl'!ii SEE OTHER SIDE i MIAMI -DADE COUNTY 2012 LOCAL. BUSINESS TAX RECEIPT 2013 ' FIRST -CLASS TAX COLLECTOR MIAMI- ..DADE COU1NTY'- STATE.OFFLORIDA U.S. POSTAGE 1 140' W. FLAGLER ST. '.. EXPIRES SEPfi: 30; 2013 i PAID 1st FLOOR MUST BE DISPLAYED AT PLACE 'OF BUSINESS i MIAMI, FL MIAMI, FL 33130 PURSUANT-TO. COUNTY:CODE CHAPTER'8A --ART. 94.10 j PERMIT NO. 231 406517 -3 - THIS IS NO T A SILL - DO NOT PAY RENEWAL BU afjF'M Q�RS INC RECEIPT NO. 424309 -3 %► 1970 NE 153 ST 7 33162 NORTH MIAMI BEACH OwMPLANTIC SHUTTERS INC S-Jrdr %?MMYCLING /PROCESSING THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER EMPLOYEE /S 3 DO NOT FORWARD IRBY LICENSE LAW. ATLANTIC SHUTTERS INC NOT A CERTIFICATION OF 9375 -6 GEWIG LN THE HOLDER'S OUALIFICA- TIoNs. COLUMBIA MD 21046 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/27/2012 60040000248 t jj }j kill ( t jj {{ }} (( i jj Sep9 000045.00 111 loll l iiilillllilllliill llililtlt1i11ltlll itltll iilll F itllii SEE OTHER SIDE City of North Wami Beach Community Development Division Business Tax Receipt 17050 NE 19 Avenue North Miami Beach, FL 33162 MAIL TO: ATLANTIC SHUTTERS, INC. 9375 -G GERWIG LANE COLUMBIA,MD 21046 -2898 Thank you for choosing the City Of North Miami Beach! You can now visit us on -line at www.citynmb.com or you can e-mail us at NMBBTR @citynmb.com The Co arNu�nh jWad Beach NowMorre S IS YOUR 2012 -2013 BUSINESS TAX RECEIPT. Imoortant Reminders: Business Tax Receipts expire September W of each year. You must submit all fees and documents (if applicable) prior to that date or you may be subject to delinquency fees, an additional Cost Collection Fee of $250.00, placement of a lien on the property, and/or Involuntary shutdown of this business by the Police Department. You are required to notify the City, in wrifing, if there have been any changes in ownership, location, nature of business, any contact information, and/or when this business ceases operations. This is in order to ensure that you are not billed in error. Failure to notify this office of such changes may result in the assessment of penalty fees and collection activities. Have any more Quesdons? Our friendly staff is here to assist you by phone, (305) 948 -2917, BAonday -Friday from 8:30 a.m: 5:00 p.m., or at our office Monday -Friday from 9:00 a.m. - 4:00 p.m. We would love to hear from you! * ** THIS IS NOT A BILL — DO NOT PAY * ** Please detach the below receipt and display in a conspicuous place. City Of North N iiami Beach 2012-2013 BUSINESS TAX RECEIPT No.: 157364 - RENEWAL .Acct No: 787401 „]jBA; ATLANTIC SHUTTERS, INC. Location: 1970 NE 153 STREET 7 NORTH MIAMI BEACH, FLORIDA FACTORY: POWER MACHINES /6 -10 PEOPLE Activity: OFFICE ONLY: CONTRACTOR ReUW10:ALS0 LOCATED AT: BAY 6, 8, 9, 15, 16, 17, 18, 24, 25, 26, & 27 Valid 10/01/2UIZ - 09/30/2013 Taxes: 291-50 Penalty Fee: 0.00 Credit: 0.00 TOTAL PAID: $ 291-50 This receipt is non - transferable without City approval and is only valid at the location(s) listed herein PVI 11 OW MoreBeautdul! W— STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (8 5 0) 487 -13 9 5 1940 NORTH MONROE STREET •� �• TALLAHASSEE FL 32399 -0783 KENNEDY, KEVIN P ATLANTIC SHUTTERS INC 9375 -G GERWIG LANE COLUMBIA MD 21046 Congratulations! With this license you become one of the nearly one minion Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from' boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicanse.com. There you can find more information about our divisions and the regulations that «' Impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our.misslon at the Department !s: Ucense Efficlently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE r G fr s � � ""MA •F: *_ 12,804.9284 _ T0.' r '. ir M ea de3 iie' as�* LCAq:,Vf" Chh 89 Fs war - s:•:fitf'�yL .�,� ,f 6 i2T26 ?z THIS i ■• • � T ••• 1 — st EIF "� •'i..'>.. .�"",3 / '' a L'R` eB'F+ •PR TR...� �aos22 4M, Ilk Nr f, �� 3 a 8rati KEN. Li+TSON . SECRETARY,. 302579 A� ©F CERTIFICATE OF LIABILITY INSURANCE DATE 14/2D/YYYY) 6/14/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). Ccate Department _ Commercial Lines - (813) 639 -3000 Wells Fargo Insurance Services USA, Inc. PNONE Ext): 813 -639 -3000 FAx 855 - 299 -7117 ADDRESS: clw.certrequest @wellsfargo.com _ INSURERS AFFORDING COVERAGE NAIC # 2502 N. Rocky Point Drive, Suite 400 INSURER A: Technology Insurance Company 42376 Tampa, FL 33607 INSURED INSURER 8: COMMERCIAL GENERAL LIABILITY INSURER C Atlantic Shutters, Inc. INSURER D: 1970 NE 153rd. Street, Bay 6 INSURER E: MED EXP (Any one person) _.._ 1 INSURER F: CLAIMS -MADE F-1 OCCUR —f North Miami 33062 r.nVFRArAFS CFRTIPICATP NtIMRFR• 6202172 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I LTR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY MIDD PO MMMD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ CLAIMS -MADE F-1 OCCUR —f PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ f� r G_ N.L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ _E POLICY PRO- LOC $ i AUTOMOBILE LIABILITY _ COMBINED SINGLE LIMIT Ea accdent BODILY INJURY (Per person) ANY AUTO $ BODILY INJURY (Per accident) ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS —I $ -- -- -- $ -- - (Per DAMAGE $ I UMBRELLALUIB j OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS UAB CLAIMS -MADE DED RETENTION$ $ WORKERS COMPENSATION A I AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORWARTNERIEXECUTIVE F --- I OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA TWC3365226 7/1/2013 711/2014 X 45Y LIMITS OTH- E.L. EACH ACCIDENT 1000000 $ _ E.L. DISEASE - EA EMPLOYE 1000000 $ E.L. DISEASE - POLICY LIMIT If yes, describe under A SCRIPTION OF OPERATIONS below $ 1000000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Proof of Coverage n rn r�r�nw rr= un� nrn t'AAI(`GI I ATInN Miami Shores Village Building & Zoning 10150 NE 2nd Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores AUTHORIZED REPRESENTATIVE 9! ... FL 33138 The ACORD name and logo are registered marks Of ACORD V 711111111 -ZU-I U AL UKU 6URrUI[A I IUIY. r+u u!J nw I vc... ACORD 25 (2010/05) KPKC0-1 OP ID: LV Afft R°`� CERTIFICATE OF LIABILITY INSURANCE DATE 09127 °'YYY"' 09/27/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 410- 461 -0700 Keller Stonebraker Ins. (EC) 41065 -8766 Ellicott City Office 3458 Ellicott Ctr. Dr. Ste 104 Ellicott City, MD 21043 rN-AoMwF-A cr Lauranne L Victor PHONE 410^461 -0705 FAX c N ac No ; 410 -465 -8766 E-MAIL ; lauri ksiinc.com S1324451 10/01/12 Michael T. Kohlenstein, CPCU INSURER(S) AFFORDING COVERAGE NAIL # INSURER A : Selective Insurance Company 7163 MED EXP (Any one person) INSURED Atlantic Shutters Inc. 9375 -0 Gerwig Lane Columbia, MD 21046 INSURER 8: $ 1,000,000 INSURER C: INSURER D: $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC INSURER E: $ 2,000,000 INSURER F A AUTOMOBILE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD L SUB POLICY NUMBER POLICY EFF MMID POLICY EXP MMID LIMITS X GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx-1 OCCUR S1324451 10/01/12 10101/13 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RELATE PREMI SES Ea occurrence 100 000 $ , MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMPIOP AGG $ 2,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS HIRED AUTOS X NON -OWNED AUTOS S1324451 10/01/12 10/01/13 OMBIBINdEDSINGLE LIMIT $ 1,000,00 BODILY INJURY (Per parson) $ X BODILY INJURY (Par accident) $ PROPERTY DAMAGE Per acadent $ $ A X UMBRELLA LIAB EXCESS LAS X OCCUR I CLAIMS -MADE S1324461 10/01/12 10/01/13 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,00 DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? � (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N I A WC STATU- OTH- TRY IMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ L. DISEASE - POLICY LIMIT $ A A Schad Equipment Install Floater S1324461 S1324461 10/01/12 10/01/12 10/01/13 10/01/13 Forklift 15,000 Limit 25,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it more space is required) CERTIFICATE HOLDER CANCELLATION MIAMI -1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WrrH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ACORD 25 (2010/05) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ff� .I I i I Jun it 2013 10:38AM ATLANTIC SHUTTERS o� d:. Orr. gory: Ares: t•ne: ddmss: 3059451131 F'AROOQ CORPORATION' LTING ENGINEERS & PRODUCT DEVELOPMENT ma Dade m" 0 is 6 - -- 13 C State DP HeW. 12 (Sew Figure 1 above) F r budding a qud or e>ss thm n 40 feet . roof are token at mean roof height and apply to 1NT. �ors. 15 48 65.1 ❑ 23 533 1 71.4 Q1 30 547 t may be used or reproduced fit wry manner. 733 r7jI 33 1 561 75.2 C]II 40 1 576 77l No - - T !e above ihows ma dmm design load for shown buti ft height In (Resides" Projects Only) 1 S SW 87'0 Avenue i fami, FL 3304 .1 1`: 3b AP.$= ( F: 303.282.6978 I w ww.afQena = I alfaj3jgg0AfceGlLcQM P.1 zone. aiL ji si ve and neg are token at mean roof height and apply to �ors. document is not d without theem ossed seed afan englnesr ' ptoyed byAl -F Gbtporatton. Portion ojthis t may be used or reproduced fit wry manner. however, for portion ofASCE ?-10 set forth herein). (Resides" Projects Only) 1 S SW 87'0 Avenue i fami, FL 3304 .1 1`: 3b AP.$= ( F: 303.282.6978 I w ww.afQena = I alfaj3jgg0AfceGlLcQM P.1 Miami Shores Building De argent Product Approval Schedule 1 Cone arison Chart Addressr`'��(c� /%. QS � Per )it No. Opening Description of Window Door or Mulliou Product Acceptance Number Product Approval.. Design Pressure O enin Design Pressure Rough O Me l Yes. 0: Wilton Required Yes ]No Impact pih Yes I No for dlAO�tR eMI G11i0.Ci0ud l n O IL K �Z 1% /O . f) t ( +) PSF ( -) PsF ( +) PSF ) PSF 09YS 1 2 3 +CO-o -7ao (0 - M 8 9 a� Florida Storm Panels 14475 N.W. 26 Avenue - Opalocka, FL 33054.685 - 9990.685 -9000 - FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: r �3sy We are Dade County Notice of Acceptance holder for the 22gauge panels under number 12- 1210.01. (Previously 12- 0410.01). This letter authorizes�'`C c ��v_ sr� L to use our 22ga. Panels under number 12- 1210.01 to be used at the following job: 33 13 Sincerely, _ 7iCte0-r:--V fsG. 2F .Cr Enrique Revilla President OR Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMNE W MIAMI -DADE COUNTY • I 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 MOM www mlamldade 2 econamv Florida Storm Panels, Inc. 14475 N.W. 26* 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 (A]HU)- 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 Velocity Hurricane 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 Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, 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 # 12- 0410.01 and consists of this page 1, evidence st approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maakar, P.E., M.S. h8 _IAPPROVEDI E /I • ���G`pl� bmitted pages E -1 and E -2 as well as NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 Page 1 I Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS L Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 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. Kurt, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, AE. 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, 2002, 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 I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. HdWy A. Makar, P.E., MS- Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/2412013 E -1 M 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 I through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P. K, on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. 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. E. MATERIAL CERTIFICATIONS 1. None. HelWy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/ M Approval Date: 0U24/2013 E -2 ' IPRODUCT MARKING (LOCATION OPTIONAL 0 PRODUCT MARKING .312°. A! IN V ROLL 4° ROLL K3AOK 12.500° PANEL COVERAGE `J N 1.981° pp 1.781 r� STORM DANIEL 2 ° R V4 -20XSW S.S•STUD c 2 18 GAGE (t40.0616"GALV. !2 - ' 0.196" TYP. STEELANADE 80) 1.5 1.00° MIN 6.000" MAX v a=� 5.005' MAX . rp STUDDED ANGLE U D J U g -PAN C OSURE _ CI' ItEVLSSD Sp y � ume'iOym No -o /o•oj �►eL�p�ceD a JS GENERAL NOTES: By MtamlDa duLxContrr' 1.7M SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED ASA LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BLHLM4GCODE 2MOAND PROTOCOLS TAS 201 FORLARBE MISSLE IMPACT, TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 3.376° MAX 0.376° 0.3m 0.189 °� 0.197° e �Otpp ,moo q 0 ooc o ofl 0.Der 1'YP 3 3 EADER R @M&Q&Ia"F" CRACK 6 °F�R CK - 00- -0- °} 4.000" 1 I R + II es 8v o Ki0-W- 1.000" t "0.075° MIN tt �����SF�R 12 HFr�DER END CAP K E Eila MSO(UBEOi 1.750"OMPMom. onuummCm mitUSES HEAD AIICHORB CALK" 2. NO 33.3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED INTHE 13 TOP "H" TRACKS DEMON OF THE ANCHOR SPA NG TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC SAMS 1 IN ACCORDANCE WITH THE GOVERNING Coo. v"M ASCE 7-10 IS USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DRRECTtONAUT•Y FACTOR Kd- 0.8815 ALLOWED. IM - 20 S.S.SIDEWN.K OR MACHINE BOLTS 6 4. THE SHUTTER SYSTEM DETAILED HEREIN I.4 GENERIC AND DOES NOT Wv WINGNU PROVIDE INFORMATION FORA SPECIFIC SITE. IF SITE CONDITIONS Q w O.C• TYP. DEVIATE MM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUIMONVMTH THIS DOCUMEJT. 18 GA. GALVZTEEL / S PERMfT HOLbER SHALL VERIFY THE ADEQUACY OFTHE EXISTING BENT PLA7E / STRUCTURE TO tlATHSTA14D ADDITIONAL IMPOSED LOADS, 011ftCI.T W OR 2"x2`x0.126' n- T•�ti1 .• L1GI: 1;.r . � • ' is TOP MOUNT (CONN TYPE RREOD) z al e OPTIONAL IW20 STITCH BOLTS WITH WASHERS WINGNU'TS FASTENED OVERLAPS ® MAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW E AS REOD) A - T A MAY E AT NTS TOP 6 BOTTOM m g$ ow 0 083 TOP MOUNT 0.083° ( F S�RELID) 0 0,093° �? 0.083 . 6.313" 1La i30TTOM "U" TRACK �i m 0.250° z0foo 1 EXISTING CONCRETE KKXLLOW SLOCK OR WOOD 8. STORM PANELS SHALL BE 22GA STEEL (GALVANIZED THICKNESS t-OM " 6003-76ALUM.ANGLE FRAMING . MIN) CONFORMING TO ASTM AN& STRUCTURAL tlwum. GRADE SkM r�CO�tNER_C MR-F- DETAIL r118tALL MOUNT q.OSUIiE DETAIL SAW. COATING WITH MIN, Fy-S" KSL ALL DMIUSION3 "a BE �- " N T.B 8�3•Ta OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.3 TIMES T. PANELS SHALL BE PERMANENTLY LABELED 1M1ii A MFNIMUTA OF ONE BUILD -OUT DISTANCE (2Q01 FBC SECT•2413.7: MARKING PER PANELASFOLLOWf3: MAY BE ALUM. ANGLE ® OR J-PAN CLOSURE PIECE ® (SEE DETAILSABCVE). LEG DIRECTION MAY BE REVERSED MK)LINTED HORIZONTALLY WHERE EXOSTIJG FASTENER 1015' O.C. FOR DEMGN-- APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING W OR "U° CONCRETE HOLLOW LOADS LESS THAN OR EQLRALTO HFA 3. BLOCK OR W= WpsT (SEE ANCHOR 1LE FOR FRAMING ANY ACCEPTABL.EANCiOt� FORDESIGN 10. ALL BOLTS 6 WASHERS SHALL BE ZINC COATED, GALVNaW OR LOAM GREATER THAN STAINLESS STEEL WT14 A MINIMUM TENSILE STRENGTH OF 60 KSI. 97pst USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS Q 10"O.M E BUILD MOUNT CLOSURE DETAIL • N.rs. GI 0 5 LAST PANEL TYPICAL PANELABOUVE OBSTRUCTION BOTTOM jig a�• MOUNT_ AS REO) -TOP MOUNT �AS� PANEL BB.OW OBSTRUCTION OPTIONAL IW2 0 STITCH BOLTS WITH WASHERED WHNGNUTS FASTENED 4D OVER AP$ 40 MIDBPAN (USEAPPROPRIATE SPAN TABLE) EXISTING ALUM. ANGLE ®ORJ -PAN CLOSM 0.280° CONCRETE H=Cw PIECE ® (SEE DETAILS ABOVE). MAX E.00K OR VYOOO OX,004.EG D11togN MAYBE REVERSED FRAMING OVERLAP 0250° TAM MAX Z ASTENeR 015' O.C. FOR DESIGN 1 tit 111 pt�P� LOADS LtS STHAN OREQUALTO ��� DRAG Je_' SCHEDULE FOR EXISTING , •••�••••• "(�'! fi 1.oED" ACCEPTABLE ANCHOR). FOR OEMON COIVCRET�,o *+ i C •• LOADES GREATER THAN HOLLOW 46 • Sam MWE III 87psT USE ALUM ANGLE CLOSURE BLOCK OK; WDQb 0 EMBED PIECE ONLY WITH ANCHORS 010° O.C. FRAMINtr • FLORIDA 1 IRODUCT (RENEWED ; "C ; PE ig55883 8s Complying with tfic Florida ; �i : C 28877 71rl r • A ce Z- /Zlo •01 rzTRAP 1190UNT CLOSt)RE DETi4tl . -04: Da2C O j8 r N.T.B. •' � • L.�i o�.-i a 2H a� z W � 6� v o m It Z w LL Q-0 �N tV w-M -18 AB NOW t 8.1. jg tP AD12- 32 1 OF 4 I FLORIDA STORM PANELS � OPA•LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROLAPPROVED S. STORM PANELS HAVE SEEN OEMGNED AND TESTED TO M* MAXIMUM SPANS AID LOADS SHOWN ON THEM ORMNINOQ REFERENCE 3 3 CONSTRUCTION TESTING CORPORATION (CTCL OF M04ML FL, TEST m m REPORT N0.02 -041. 8. TOP 6 BOTTOM DETAILS SHOWN MAY BE SAS FILED CONDITIONS DICTATE PANELS M ALUM. ANGLE ® OR J-PAN CLOSURE PIECE ® (SEE DETAILSABCVE). LEG DIRECTION MAY BE REVERSED MK)LINTED HORIZONTALLY WHERE EXOSTIJG FASTENER 1015' O.C. FOR DEMGN-- APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING W OR "U° CONCRETE HOLLOW LOADS LESS THAN OR EQLRALTO HFA 3. BLOCK OR W= WpsT (SEE ANCHOR 1LE FOR FRAMING ANY ACCEPTABL.EANCiOt� FORDESIGN 10. ALL BOLTS 6 WASHERS SHALL BE ZINC COATED, GALVNaW OR LOAM GREATER THAN STAINLESS STEEL WT14 A MINIMUM TENSILE STRENGTH OF 60 KSI. 97pst USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS Q 10"O.M E BUILD MOUNT CLOSURE DETAIL • N.rs. GI 0 5 LAST PANEL TYPICAL PANELABOUVE OBSTRUCTION BOTTOM jig a�• MOUNT_ AS REO) -TOP MOUNT �AS� PANEL BB.OW OBSTRUCTION OPTIONAL IW2 0 STITCH BOLTS WITH WASHERED WHNGNUTS FASTENED 4D OVER AP$ 40 MIDBPAN (USEAPPROPRIATE SPAN TABLE) EXISTING ALUM. ANGLE ®ORJ -PAN CLOSM 0.280° CONCRETE H=Cw PIECE ® (SEE DETAILS ABOVE). MAX E.00K OR VYOOO OX,004.EG D11togN MAYBE REVERSED FRAMING OVERLAP 0250° TAM MAX Z ASTENeR 015' O.C. FOR DESIGN 1 tit 111 pt�P� LOADS LtS STHAN OREQUALTO ��� DRAG Je_' SCHEDULE FOR EXISTING , •••�••••• "(�'! fi 1.oED" ACCEPTABLE ANCHOR). FOR OEMON COIVCRET�,o *+ i C •• LOADES GREATER THAN HOLLOW 46 • Sam MWE III 87psT USE ALUM ANGLE CLOSURE BLOCK OK; WDQb 0 EMBED PIECE ONLY WITH ANCHORS 010° O.C. FRAMINtr • FLORIDA 1 IRODUCT (RENEWED ; "C ; PE ig55883 8s Complying with tfic Florida ; �i : C 28877 71rl r • A ce Z- /Zlo •01 rzTRAP 1190UNT CLOSt)RE DETi4tl . -04: Da2C O j8 r N.T.B. •' � • L.�i o�.-i a 2H a� z W � 6� v o m It Z w LL Q-0 �N tV w-M -18 AB NOW t 8.1. jg tP AD12- 32 1 OF 4 I o�.-i a 2H a� z W � 6� v o m It Z w LL Q-0 �N tV w-M -18 AB NOW t 8.1. jg tP AD12- 32 1 OF 4 I C3 CONNECTION TYPE REFERENCEANCHOR SCHEDULE T3 FOR MAX SPACING SHORTLEG MAYBE REVERSEDTOWARDS THE OPENING 14 TB(SCREW OR SCREWM& Nur a 48° O.QMPALL SIM. CONNECTIONS) EXISTING GLAZING RFAV SEPARATION FROM GLASS EXISTING HOLLOW SLOCKOR VAMFRAMING (SEEANCROR KEDULF 73 BASEDONTYPE OFSTRUCTI El ( �,— jrcjtcNm TYPE SRS TTO RE AT 12,5° OR SAIV 0,041EFERENCE ANCHOR SCHEDULE T3 FOR MAX BPACI N4 USE REMOVABLE ANt HM C NLY "REFERENCE ANCHOR No Stloh Bols LMAVA SBth Bogs AT Mdspan LMAX(N SCHEDULE 73 FOR MAX - 10 -r 3T— SPACING 10' -5' 35 10' -0' E 39 9' -S" w4r 40 9'•6" 9'-F 45 9'-4° 9-01 49 !S:TUD ANG2LE 9' -30 b0 TI ON MAY 9'-2° VERSEOVW 6-b". ON TYPE as REFERENOEANCHOR SCHEDULE TS FOR MAX MR 60 SPACING FOR 85 T -9° VT 7fl —e'775- T s EXISTING Rs" 75 a GLAZING 80 EO E4 6 1-9° 90 OPTIONAL. BIALDOUT 8'40° MOUNTING OCINRGURATIONS 5'-4" (AT HEADER OR U4 110 02 CON SCUM TYPE , , V4.2Ox314" S.s. EXISTING BETE REFERENCE ANCHOR SCHEDULE 73F e12.6'OAMOE_•.. jrroir•�;n i3 HOU.OWSLOOKOR SPACING as complymg with the Florida WOOD FRAMING MWildmg+^.ode M.aILET�3 Accepumm 140 2 — 11-1 O Da )��Dte o! v ON TYPE AUNT SECTION . milinmetawlsit cadw� �, . AB OD SWARATON FROM MASS Ig �_U4- 20x3W&S. HOLLOW SkOCK OR MACHINE SCREWS WOOD FRAMING 011V O.C. C2 CONNECTION TYPE �� REFERENCE ANCHOR k R MAX. IV+ACING -F' TRACK 1 IRECT MOUNT SECTION / E RSTWG CONCRETE. Ha BLOCKOR VWDODFRW 041120 SEE ANCHOR SCHM 8A ON TYPE OF STRUCTURE NEC1'ION TYPE NCHM ' SCHEDULE t3 p MAY- SPACING D 1 • • r a 'IM'•' « la• 04 CONNECTION TYPO REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING ' CEILINGIFLOO_ R AMOUNT SECTION NT.S. CL Ig 114- MIXOWs.B. MACHIM SCREWYW WIONUTw2ro.c CA CONNTIVT IONI TWO REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE 1e1 LOAD V4PSF) No Stloh Bols LMAVA SBth Bogs AT Mdspan LMAX(N 26 10=7" 10 -r 3T— 17-9° 10' -5' 35 10' -0' 10'-0' 39 9' -S" w4r 40 9'•6" 9'-F 45 9'-4° 9-01 49 W -110 9' -30 b0 V -10° 9'-2° 65 6-b". 8'-11" as 8-2" 8' -10" 60 8' -in 8 -9" 85 T -9° VT 7fl —e'775- T r-w Rs" 75 r r -?_T 80 6-9" 6 1-9° 90 s'-0" 8'40° 100 5'-4" 6'-4" 110 4 -10" 4' -10' 120 4'-8° 4'-8" 130 4 -1" 4 -1" SPAN SCHEDULE NOTES: 1 ENTERSPAPtSC}iFDULE WITH NEGATIVE OEM LOAD TO DETERMINE MAXIMUM ALLORIABLE STORM PANEL SPAN. SCHEDIA.EIS ACCEPTABLE FOR WE WITMM POSITTVENAADS LESSTWIN OR EQUALTO NEGATIVE DESIGN LOADS. 2INTERPOLATIlNI BETIAM LOADS 13 ACCEPTABLE OTHERWISE USE NEXT HIGHER LOAD. :.Y USS MOUNT SECTIO K N.T.S. MINIMUM SEPARATION FROAM GLASS SCH�DU�E PoAve S Span s sepmoon S Sepwaft 30 s s'-8" 2 279° 1 194° 10'-5° 3 3.00° 3 3.001 q Z� a�Dqc( TABLE TZ NOTES: Te . 101TER SPAN StHED1A.E WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLO/VABLE STORM PAXE.SEPARATIOI FROM GLASS OR PTO SE PROTECTED. SCHEDULE $ REQUIRED FOR USE WITH POSITIVE LOADS ONLY 234TERPOATION BErl*M LOADS 18 ACCEPTABLE OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH PV4�% pTO BOTTOM TRUSS DS WICb) IINW EMEBED 0 EACH TRUSS 0. MAIQ d N 2'JA47S` MIN STEEL TUBE DER TO ROLLEDSTEEL TUBE VWCENTER S DESCRIBED MOM ® F- � s.M I TO FLATE S S°aM BETWEEN TRUSSES PROP= MM M. Oa $ In 9 Aswpime Nn .01 � Qp G ma CwArON r � D � ALUM OR GALV STEEL SPACER AS REQO. 01 CONNECTLRNI TYPLP. AM TO BE 12.5" OR `Ttt!<7!>i /rldddpp mAE T3 FOR MAXOPACING).UBE REMOVABLEANCHORSONLY b� �`••••es• rV9 8JP q`•q a•ee�i C C r f�•••�� •,j `Rq � e ° e• DAIS 8h0& -]8 ONE P.1;. ", i FLORIDA RAM" a8 >N� `(l • X55983 Mi. • C N. 26877 i ticY L8 -� �O L EXTERIOR WALT IRNGFI . ; +(� • BRAVING NIL PROTRUDING FROM+ : i AD12 --30 OFFSET WALL MOUNT SEC Ap�� ••�A�.i .•••'r�te L M.T.s. A L E�_�i z OF 4 EXTERIOR WALL FINISH PV4�% pTO BOTTOM TRUSS DS WICb) IINW EMEBED 0 EACH TRUSS 0. MAIQ d N 2'JA47S` MIN STEEL TUBE DER TO ROLLEDSTEEL TUBE VWCENTER S DESCRIBED MOM ® F- � s.M I TO FLATE S S°aM BETWEEN TRUSSES PROP= MM M. Oa $ In 9 Aswpime Nn .01 � Qp G ma CwArON r � D � ALUM OR GALV STEEL SPACER AS REQO. 01 CONNECTLRNI TYPLP. AM TO BE 12.5" OR `Ttt!<7!>i /rldddpp mAE T3 FOR MAXOPACING).UBE REMOVABLEANCHORSONLY b� �`••••es• rV9 8JP q`•q a•ee�i C C r f�•••�� •,j `Rq � e ° e• DAIS 8h0& -]8 ONE P.1;. ", i FLORIDA RAM" a8 >N� `(l • X55983 Mi. • C N. 26877 i ticY L8 -� �O L EXTERIOR WALT IRNGFI . ; +(� • BRAVING NIL PROTRUDING FROM+ : i AD12 --30 OFFSET WALL MOUNT SEC Ap�� ••�A�.i .•••'r�te L M.T.s. A L E�_�i z OF 4 EXISTING CONCRETE. HOLLONBLOCKOR WOODFRAMING BASED ON TYPE OF WRUCnM PENETRATION OR EMBED EXISTING CONCRETE. HOLLOW �SLOCKOR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX ji SPACING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING. (SEEANCHORSCHEOULE �y HEADER TRACK ISOMETRIC BASED ON TYPE OF STRUCTURE} I �C TOP TRACK N.TA /i ,i i STANCE C? OONNECTt0N `YPE >% l' ✓` '� i' REFERENCE AND IOR a r//////, i s �' Oa EXISTING GLAaNG RELYD MASS BEPARMY (SEE TABLE T2 FOR MILT) OS CONNECTION TYPE -1c t REFERENCE ANCHOR SCHEDULET4 FOR MAX. SPACDII maw SCHEDULE T4 MAX. SPACING a� cT CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAIL SPACING G N�Le WALL MOUNT SECTION CEiLINGIFLOOR MOUNT SECTION WALL MOUNTTRACKSALT.S V�IKM PRODUCT RENEWED as wn*Ywg with &e Ftoridat TDpS m CONCRETE. HOULOW Boadiog Code BLOCCORYWODFRAMING. ANCHOR SCHEDULE cp D H O !8 PEa�rRATIaN �DCN OFSTRUCNREy OR EMBED LEG MAY BE DENT r / /- T03011epMAX i Q HEADER/SILL MOUNT SECTION TRAP MOUNT TRAM ONANLTi.E.N.T.8. DING GLAZING EXITING CONCRETE. HOLLOW BLOCK OR WOOD FRAMUn (SEE ANCHOR SCHEDULE BASED ON TYPE CF SMICTUW c6 cOIByBCTK1NTYPQ REFFRENCEANCHOR SCHEDULE T4 FOR MAIL W?ACING CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (1) mAMENDCAP 0 END 11100(2)#114 TRAt9C SMS DAM 0 DPW 0 0678° OP710NALPLASTIC KNOB AOJACENT PANE. SCHEDULE 3' FASTEN EACH PANELADJA(ENT TO LAST � �CTURO PANEL IB BOTTOM VM ELCO PANM MATES S (1) POMM CALK4N , ALTERNA WLY. USE (S) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OM INNERMOST ANCHORS. P DIRECT ALL MOUNT SECTION {REF DUAIL'8' XT.& AMIACENT PANEL 12N OPTIONAL PLASTIC KNOB TO EASE PANEL SLIDONG DETAIL TO UcTULEF7) SEE ,'St OJIC PERFORA AT MIDSPAN FOR USE Wa'H REMOVABLE HANDLE ANDIOR PLASTIC KNOBS z /% PC 4 G.. (1}Yk2°x009Yx13f4" ANGLE 6 END Wtrt} 814 SMS TO TRACK O z R TOP it° TRACKOR TOP' TRACK (FASTEN TO SECTIONS STRUCTURE BOTTOM WTRACKCR BOTTom %rTRACK(FASTEN TO STRuanm PER DETAILS M. N A 07 LEFT) R SILL TRACK ISOMETRIC BOTTOM TRAmxT.B. TYPICAL ADJACENT LAST PAIN. MOUNTED "H' HEADER FROM INSIDE OF BLDG ,--O TOP PER EAWSIDEOPLAST PAM L�rw.L AINNOT. �_..__ CLpgES U4Sf PANE1 AROUND WNTGtI;TT PANEL (NO NOTI ��/°DIRECT WALL :° MOUNT EXTERIOR ELEVATION yam` PRODucrRwAm C�odo = 'Q dam_- # p • 00 `gay - .ANC AT60TTOdOF �I { {tilNl��t, 1NG Fl.pR10A P£ J55983 -CA 28677 • � "sa v mm w Z a J � a3 Lz 0) oz og m�� e8 tID?ED rim sL AD12 -3Q SOF4 s ` v a� ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SPACING SCHEDULE ® VNEDE MOUNT PANELS. VWVLL MOUNT) 2.8 EDGE DISTANCE 39 49 88 ANCHOR 115' 18.6.7 S 9.8" 8.28113' 5.2" 7.7" 828.10.4" 4.0' 8.8° 28 971 3.8r 60 em 97r 3.8 64 PANS UP TO S.Wft SPANS UP 8.87$ SPANS UP TO 10.67ft a 12.6° 18.0" 18.0' 18.0° .LOAD CONN TYPE COW TIME CONN TYPE N 12.81641 &013.10 11F18.4i4.3111.0" (pS'! 115' 16.0 8.2 8.F 12.5"15.8 8.F 8.4' 8 T=ep(Ib) a 888 ii1 12.818.0" 9.61 8.F i2.81&V &9. &C Cl 02 C3 04 01 02 CS C4 01 C2 C3 04 130 lVI-XI-04REMME 39 12.5' 16-0 16.0° 16.0" 12.5° 1 &0' 16.0° 187 12 lkC-' 117 13.5 39 CO TAPCON 49 IZW 18.0' 16.0' lB.O 12.5' 1 &4l1.0 13.3' iZF 164 8.4" 103' 49 AN 3320 PSI 8.2811.8" 40 S.0° 126.1 .0 160 12.6.18.0° 8.9.11.1' 12818.0' &0'10X •56 Er72�NC) Tcep(!b) = 48S[ 6280.8&8" &1 "6.26' 128' .0 13 4.3' 12.8.1 &O. 8.0° 10.3° 125.160" 8.0' 10.3 72 VCap(Ib) 0 475 � lZBOIEWM7 10.3' 12.6' 16.0' 8010.3" 120 1 60 SO I0.3' 136 Sir 9.1" 3.4" 4.7" 39 125' 180 18.0° 1 &4 126' 16.0° 18.2.15.0' 12.5' 16.0.10.6" 12.1° 5.6' 14.2 ALL - POINTS SOLID -SET 49 125' 18.0.16.0.1 &4 12A"16.0'10.711.0' 116'16.(r 7.8 &r VOap(Ib) = 429.00 LEAD SHIELD ANCHOR 68 120 16.0.16.0' !6A" 120 16.0° 7.0. 90 12.5.160. 7.1" &T z Tcep(Ib) = 426 72 1Z-W 16.0' 11.5' 12.7' 12.5' 1 &0 7.1" 9.2' 125.18.0' 7.1' &r :I&V !SA' Vcap(01) = 429 130 112,r 18.0' 7.1' 9.2" 120 16.0' 7.1" 92" 12.5' 16.0° 7.1" 92" 5.8' ISO iw- X!-2" 39 125" 1 &4 16.0° 16.5' 12.5° 160' 13.3' 18.7' 128 l6.0 92r 12.8" ELCO PAFPSI MATE 48 128" 16.0' 1 &418.0 12.6'1&V 8.9'12X 12.8' 18.0" 6.8. 9.8' (MIN 3350 CONt 9 88 160 14.9.18.4 12.5' l &O0 8.9" 10.4" 1..81 &0' 8.2" 90 TOWO) = 372.00 8.6 10.0° 13.3° 12.6° 18.0° &r 9.8 12818.0° 8.2 9.8 VCep(Ib) = 888. 18.0. ex 8.8 12 5° l &4 ' 62. 9.5' 112fil 18.(" Cr 9.61 ANCHOR NOTES: ANCHOR SPACING SCHEDULE ® VNEDE MOUNT PANELS. VWVLL MOUNT) 1 EMBED 0 TAPCON 21600 VCOP) = 398.00 39 49 88 12 16. 18.0° 150 I1Lr 18.0.127.12.6' 12.8 &7" 10.5' 120 13Z S.9" 8.3" 8.25" &8 8.0° 115' 18.6.7 S 9.8" 8.28113' 5.2" 7.7" 828.10.4" 4.0' 8.8° 28 971 3.8r 60 em 97r 3.8 64 12.6.126" &4° 70 825° 10.01 30 8.2 8.25" 9.7r 3.81 8.4 &W 9.7" 3.6 64 8.28" 9.7° 3.8r SO 12.r IS 012.8 4.S" ALE POINTS SOLID 39 12.6° 18.0" 18.0' 18.0° 12.8" 18.0" 127" 10.3" 128" l &4 8.8 8.3' 12.8° ISO &8 3.8 - -SET LEAD SHIELDANCHDR 49 ' S8 12.81641 &013.10 11F18.4i4.3111.0" 118° 18.0" 6.6' 8.2° 126118.4 &8 &9r 115' 16.0 8.2 8.F 12.5"15.8 8.F 8.4' 8 T=ep(Ib) a 888 72 12.818.0" 9.61 8.F i2.81&V &9. &C 120 15.8.6.8" &C 12816.0 &01 Vaap(Ib) =249 130 12816.9" 5.9" B.0 116'150 SO 8.0 IW 15.8° 8.91 &C 128"1 &0 B.0' 1WX1- 114"EMBED 39 11818.0" ISO 12.2" 12.814.8 7.3" 7.7r &2811.8 $.1. 8.2" O ELCO PANELMATE 49 12-0 160" 11.9' 9.7" 8.2811.8" 40 S.0° 62F OA4' &S" 4.90 x 8.WP 1&r 4.1' 3.1' •56 12.815.4 "9.2'&V 6280.8&8" &1 "6.26' &1°&C4.T' SAW II 2° 4.31 S.2' Ceppb) =204.75 72 828124" 8.8 &8 Lir 9.T 3.4° 4.7' 8.28 8.1' 3.41 4.r &W %4' 3.81 dOWP) = 233.50 136 Sir 9.1" 3.4" 4.7" 628 9.11 3.4r 4.i law 9.1. 3.41 4.7r ANCHOR NOTES: ANCHOR SPACING SCHEDULE ® VNEDE MOUNT PANELS. VWVLL MOUNT) 0.75" EDGE DISTANCE 39 49 58 72 130 !14 "x2 THREAD r 38 128160° 18.0 7.r 12.r IS 012.8 4.S" 12818.0° &8' 3 8' 16.4 18.4 PENETR.LAG SCREW 49 12.81601 &0 8.4 12.8° ISO &8 3.8 12.8 460. 8.3r 3.tr (PSG CONN TYPE 58 12.81 &014.4" &I" 128° ISO B.8" 3.2" 12816.0" 8.0 8 TCep0b) = 359.63 72 12818.4 9.8 4.1" 12816.0 &01 128160" 8.0 18.0° 16.0' Capp) =82.97 130 1Z81SO 60 = 128"1 &0 B.0' 12.5'1 &O 8.4 39 49 1114 x 1 -'U21 THREAD 38 12.5' 18.8" 18.01 T.70 Ilr lair 8.3' 4.8 13.8 6.8 3.9^ p WOOD SCREW 49 125° 18.413.8' 8.1' ZS' 13.2' &8' 3.8 8.WP 1&r 4.1' 3.1' 72 111.0" 16.0' 08 1Z8164 92" 5.1" SAW II 2° 4.31 S.2' 8.28164' 3.8' j 16.0" 180' C8p(Ib) s 234.00 72 1ZF 143' 6.7 4.!' &W %4' 3.81 8.26" 10.4' 3.91 10.1° 18A VOA►) = 98.74 130 8.25° 10.4" $.81 8.26° l0.4' 3.5 6.25° 10.4" S.8" 5.6' 14.2 7118° x IV EMBED 39 1Z818.(r160P 13.00 1281 &4 8.3' &1° 13.4' S.7' S.8' VOap(Ib) = 429.00 BRASS BUSHING & 49 128160° 13.8103° 12.8° 13.1' 5.8 8.1" e2r 1 &8 40 S.2 30 V4-20 SCREW • S8 1281 &0' 920 6.7' 8.2E 11.1° 4.3" &40 6.2I&V 3.8" S.4 :I&V !SA' Taspft) = 231AD 72 i2.8° 140 8.21 6.8° 028' 10.3" 30 S.0" 62810.3° 3.8° SAP 5.8' ISO V = 23'1.50 130 8.2810.3' 3.8 50 1 8.25' 10.3" 3.81 8.(r 8.25" 10.3" 3.8 SO ANCHOR NOTES: ANCHOR SPACING SCHEDULE ® VNEDE MOUNT PANELS. VWVLL MOUNT) 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 71). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. & SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE}. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WDOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING W "MR&SWED ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES es o0mp)ging with 111E Florida BAvcVMWNo 2- Z •� Exokmion Date o, ANCHOR SPACING SCHEDULE QNS DE MOUNT PANELS KAP W IN 2.60 EDGQ DISTANCE 39 49 58 72 130 ANCHOR LOAD SPANS UP TO SPANS UP TO 39 16.4 18.4 !24' 1 &0° 5.50ft 8.67ft 49 18.4 16.0° (PSG CONN TYPE CONN TYPE y 164 18.01 5.8 l8.4 8 Cs 72 114' x1 -3W EMBED 39 •18.0° 13.01 18.0° 16.0' 130 ELCO TAPCON 45 •18.0" 18.0' 11.4° 18.01 39 49 (RAIN 3320POI CONC) 65 18.0' 16.0' 7.5" 15.0° • 88 Tcap(16) =483.00 66 114X 13.0° 6.00 16.0' 72 VCep(Ib) =475.00 72 111.0" 16.0' 8.0" 16.0 ISO 1142 x1718" EMBED 39 j 16.0" 180' 140 18.0" j ALL - POINTS SOLID -SET 46 1 0.0" 1&0 10.1° 18A 9.82 18.4 LEADSHELDANCHOR • 65 •18.(' 1 &O' 6.8° 16.0' 5.6' 14.2 Tcap(Ib) = 42 &00 86 128" 16.0" 6.3r lair 30 11.T' VOap(Ib) = 429.00 72 9.8 ISO S.3" 16.01 130 114'X1 TEMBED 30 16.01 16.01 1281 l &Dr 0.3r ELCO PANELMATE 46 :I&V !SA' 8.8' 16.01 (MIN 3350 PSI OONC) • 55 18.01 18.0" 5.8' ISO TCap(Ib) = 37ZOD 85 11.0" 160 41" 18.01 Cap(lb) = 868.00 72 I 8.8 180" I 4.6r 18.0 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 71). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. & SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE}. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WDOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING W "MR&SWED ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES es o0mp)ging with 111E Florida BAvcVMWNo 2- Z •� Exokmion Date o, ANCHOR SPACING SCHEDULE QNS DE MOUNT PANELS KAP W IN I x1-114 °EMBED ELCO TAPCON TCepp) = 21600 dcRO( = 388.00 39 49 58 72 130 16.0° 160° 18.5' ISO 11.0 18.0° 18.4r 14.8 5.4 130 r 7.8 160 S.2" 13.4° . 3.0 110 &r 9.7' 39 1141 x1718 EMBED 39 16.4 18.4 !24' 1 &0° 45 ALL4N)WS SOLID -SET 49 18.4 16.0° 8.8' 18.00 z LEAD SHIELD ANCHOR SB 164 18.01 5.8 l8.4 8 TCap(Ib) = 36&00 72 10.F 18.0' 4.41 16.9' y VC1p9b) =249.00 130 8.2° 16.0° 4.1° 15.91 O API -114' EMBED ELCO PANELMATE 39 49 18.4 18.01 l8.0" 16.01 7.1" 14.8 4.80 iZ8 x ,160 18.0° • 88 100 16.4 32" 10.31 55 TCeP(Ib) = 204.76 72 8.(r 13.7° 8.T 66 VCap(ib) = 233.50 ISO 4.7' 12.4° 9.1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 71). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. & SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE}. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WDOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING W "MR&SWED ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES es o0mp)ging with 111E Florida BAvcVMWNo 2- Z •� Exokmion Date o, ANCHOR SPACING SCHEDULE QNS DE MOUNT PANELS KAP W IN 0.75' EDGE DISTANCE 39 ANCHOR vwxrTHREAD 39 160 ISO 124° 18.4 10.9" 7.1' PE-NETR.FAG SCREW 45 16.4 18.4 8.6" 18.4 air &a" &7' 3.70 55 16.0' 18.6' S.Br 1 &0" 114° xi -314° EMBED Tcap(Ib) = 369.53 65 i0.8 18.0" 4.4r 16.0° TAPCON VOep(Ib) = 82.97 72 8.2 18.0° 4.4" 18.4 (MIN 332OPSI CONC) 914 x 1 -li r THREAD 39 18.(r 18.0' &I" 1 &4 TOap(lb) = 388.40 PENETR.W000 SCREW ' 46 ,160 18.0° 6.6" 14.4" evab) = 390.00 72 55 11.8 1840 3.6' 11.8 ° xi 7f8' EMBED TCop0b) =2XW 66 &9" 18.7" 10.4" ALL - POINTS SOLID-SET VCap(lb) = 68.74 72 1 8.3" l4.2 10.4" LEADSHELDANCHOR 7H8x5f8.EMBED 39 i6.0 18x4 9.82 18.4 TM'(Ib) = 428.00 GRASS BUSHING & 46 %01 18.0° 5.6' 14.2 VOap(b) - 42M V4-20 SCREW 55 il.72 18x0° 30 11.T' IW x12° EMBED 39 18.0" 110 70.3° 7.4" 130 PANSLMATE Veap0b) _X232.50 72 5.3r 140 0.3r 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 71). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. & SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE}. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WDOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING W "MR&SWED ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES es o0mp)ging with 111E Florida BAvcVMWNo 2- Z •� Exokmion Date o, ANCHOR SPACING SCHEDULE QNS DE MOUNT PANELS KAP W IN e. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 41 (MIN) WOOD STUD RW EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). MOD STUD SHALL BE SOUTHERN PINE, G=0.56 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. ' DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1J2" ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK SOLT]L PRODUCT R"L"D 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINOS'1IES.48 Conip)y 1Yi� IM B 10. ' DESMATE3ANCHOR CONDT110NS WHICH ARE NOT ACCEPTABLE FOR USE B.. - owe 8 �g14tt0tlllel ®ove�`j�tR1G �� °ra eoo e••' iCEiy'••;y. e FLORIDA Tt01 PE 155983 ACA 28877 107 Z W v Q d I A Y I� u li Z IL 0 IJL r` m .. O Wo EelIn In am Rp 11:6 -013 A o ..s o4 -os -�a AS NWMD �N S.L PSDiBCt my 0-o98 ,�• as�xnra rm. -`" AD12- 30 40F4 2.4 EDGE DISTANCE 39 ANCHOR LOAD SPANS UP TO SPANS UP TO w 10.9" 7.1' SO 4.8 6.&d CONN TYPE 8.67ft CONN TYPE y air &a" &7' 3.70 C7 C8 C7 CS 72 114° xi -314° EMBED 39 160° 16.3' 130 9.7' 130 TAPCON 45 16.0° 13.2" i1.8' 8.4" 39 (MIN 332OPSI CONC) 55 152° 10.8° 9.8" 6.9' 49 TOap(lb) = 388.40 85 129" 9.2 80 64 59 evab) = 390.00 72 110 8.3' 8.61 6.4 72 ° xi 7f8' EMBED 39 18.0° 18.0' 15.2 10.8" 130 ALL - POINTS SOLID-SET 46 16.0" 14.7" 73.2 9.3 39 LEADSHELDANCHOR 56 18.0 12.0° 1181 70 z TM'(Ib) = 428.00 66 14.40 10.2" 9.5" 87 v VOap(b) - 42M 72 13.(r ex Sir &7" 72 IW x12° EMBED 39 18.0" 110 70.3° 7.4" 130 PANSLMATE 45 14.1" 10.1" 6.9r &C (WAN 3380 PSI CONC) 66 11.5' 8.2 7.3' 82° TCep(A�) = 887.80 86 97" 714 &C 4.8r ) = 2BZSO 72 8.8 S.3° 8.4' 40 e. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 41 (MIN) WOOD STUD RW EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). MOD STUD SHALL BE SOUTHERN PINE, G=0.56 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. ' DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1J2" ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK SOLT]L PRODUCT R"L"D 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINOS'1IES.48 Conip)y 1Yi� IM B 10. ' DESMATE3ANCHOR CONDT110NS WHICH ARE NOT ACCEPTABLE FOR USE B.. - owe 8 �g14tt0tlllel ®ove�`j�tR1G �� °ra eoo e••' iCEiy'••;y. e FLORIDA Tt01 PE 155983 ACA 28877 107 Z W v Q d I A Y I� u li Z IL 0 IJL r` m .. O Wo EelIn In am Rp 11:6 -013 A o ..s o4 -os -�a AS NWMD �N S.L PSDiBCt my 0-o98 ,�• as�xnra rm. -`" AD12- 30 40F4 1x1- 1WEMBED 39 12.8' 8.2° 601 6 ELCO TAPCON 49 10.9" 7.1' SO 4.8 Be air &a" &7' 3.70 TOapp) =174.00 72 7.8" 4.9" S.5' 3.30 vbwp) = 31 &00 130 6.80 40 80 3.3 .� 1!4 x1718 EMBED 39 1600 12.3 icoc 7.8' 0D ALL- POINTS SOLID -SET 49 142' 10x7` 9.4 8.8N z LEAD SHIELD ANCHOR 59 11.7" &7' 7.40 &8 Cap0b) = 358.00 72 9.90 7.4" 6.8" 4.91 y. VCapob) = 249.00 130 4.9" 6.70 6.8 40 V4" x1-114' EMBED 39 11.20 64 7.1" &1' 0 CO PANB.MATE 49 8 7r 8.8 6.20 4.4" O x ' 5B 7.8' S.8 60 S.8' Tcopm =201.88 72 &r 40 4.4" 3.2 Viceppb) =19&50 130 &10 4.30 4.4' 3.2 e. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 41 (MIN) WOOD STUD RW EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). MOD STUD SHALL BE SOUTHERN PINE, G=0.56 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. ' DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1J2" ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK SOLT]L PRODUCT R"L"D 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINOS'1IES.48 Conip)y 1Yi� IM B 10. ' DESMATE3ANCHOR CONDT110NS WHICH ARE NOT ACCEPTABLE FOR USE B.. - owe 8 �g14tt0tlllel ®ove�`j�tR1G �� °ra eoo e••' iCEiy'••;y. e FLORIDA Tt01 PE 155983 ACA 28877 107 Z W v Q d I A Y I� u li Z IL 0 IJL r` m .. O Wo EelIn In am Rp 11:6 -013 A o ..s o4 -os -�a AS NWMD �N S.L PSDiBCt my 0-o98 ,�• as�xnra rm. -`" AD12- 30 40F4