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WS-16-302 Prrnt nlatVS- -1 X02 �sH° t,T Miami Shores Village 69 7'efFt7`ype, tindrlShus ' �s m� 10050 N.E.2nd Avenue NE "" "'" �f da h+catf6n. Shutte e . Miami Shores,FL 33138-0000Peril. :: _. !,ermlt ver �tl ' Phone: (305)795-2204 n t"oRw� ?"'ROVED , lsu 't3 2111C206 Expiration: 0 11 Project Address Parcel Number Applicant 366 NE 99 Street 1132060135560 GLADYS ABREU Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GLADYS ABREU 366 NE 99 Street MIAMI SHORES FL 33138-2437 Contractor(s) Phone Cell Phone $ 5,000.00 HURRICANE HOME PROTECTION INC (305)278-7476 Valuation: Total Sq Feet: 0 Type of Work:ADDING PANELS TO HOME/5 DOORS AND Available Inspections: No of Openings:16 Inspection Type: Additional Info: Classification:Residential Shutter Final Shutter Attachment Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-2-16-58553 $3.90 02/03/2016 Check#:1089 $50.00 $242.80 DCA Fee $3.90 Education Surcharge $1.00 02/10/2016 Check#:1093 $242.80 $0.00 Notary Fee $5.00 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $292.80 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 sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTR BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF V I cerci th t all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction n zo 'n Futh re,I thorize the above-named contractor to do the work stated. February 10, 2016 Auth e:0 Applicant / Contractor / Agent Date Building Department Copy February 10,2016 1 Miami Shores Village 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 5 � FBC 20114 BUILDING Master Permit No. S 1//�— 30 PERMIT APPLICATION Sub Permit No. S I�o — 30;), 21[�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: %CG I\C ':'Ick City: Miami Shores County: Miami Dade zip: Folio/Parcel#: e e- �J zl '�C' -c 1�j -��J Is the Building Historically Designated:Yes NO Occupancy Type: it U 1 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C-V Gjy S A C1o1\"r �\D(C A Phone#: Address: yx4v "C1CV `� City: jcj:�'4 CAYY� State: Zip: l3 cc; Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �1y�(L C �V 1tt C{rek.'��dC� � 11 (Y) Phone#: 13o----D7 --Y4 Address: � ( e()1 `��l � � City: —State: Zip:3 3 l (0)co Qualifier Name: -AX1ey � Phone#: � S Z- State Certification or Registration4: Ll}4 Y' tUC>5U 0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: —State: Zip: Value of Work for this Permit:$ !i�UV�: Square/Linear Footage of Work: `_(S Type of Work: 6Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: �� Submittal Fee$ Permit Fee$�`C Q_CQ CCF$ CO/CC$ q h Scanning Fee$ Radon Fee$ � ` l® DBPR$ '���1 Notary$ Technology Fee$ Training/Education Fee$ e 6 Double Fee$ f Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bo.nding Company's Name(if applicable) Bondin�Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecticifivIbich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b and a reinspection fee will be charged. v Signature Signature WNER or AGENT CO TRVCOR The foregoing instrumentwasacknowledged before me this The foregoing instrument was acknowledged before me this day of 20 S by day of 9tA - 20 by �►71S A,Q"u who is o�n to ,` who is personally known to me or who has produced as me or who 4s pro uced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Print 0' es. rgt Seal: ®j�A9{'�U®�6 °Sea Kohry'rlNe• el raft Cn 00M FF/PXss/aa !lC• rp Ceara.DOM IF Zt�/q ���.. ,��54 �.,,..•• A Jul 11?.2019 Naftw CPAPPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) sells Miami shores illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. V/ COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADS COUNTY UNIGPAL CONTRACTOR'S TAX RECEIPT. D.�OPY OF LIABILITY INSURACE* E. i/ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: +1Gf(, CCr�'r- ���> BUSINESS ADDRESS: f?)CV 04*\ CITY �� V ) _.STATE fL ZIP .5:51P(r' BUSINESS PHONE: 0_01J 2 2t FAX NUMBER( . f 2 +v; -4-41 Cr CELL PHONE( ) _ 40c"t Coe-k52_ QUALIFIER'S NAME: 0�. tcl c-c c QUALIFIER'S LIC NUMBER: �' 6S U C Ste' CTOB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY: t d I HURRiCANE HOME PROTECTION INC D.B.A.. I CEAE�ES DOM INGO Is certified under the provisions of Chapter 10 of Miami-Dade County I I • QUALIFYING TRADE(S) 0023 GLASS &GLAZING " 0029 METAL AWNG &SHUTR MIAMI.OFIOE Juftana H.Sales P.E. y/,,,,✓ Secretary of the Board �✓""'•'�''� �yYAy,tr�jamldade.gov/economy awfl-Dade County retains an property rights herein. OG4056 i Loom Susnesz lax ROCeEptr r:; Miami—Dade County, State of Florida —THIS I OTA BILL — DO NOT PAY 5934337 I BUSINESS NAME/LOCATION RECEIPT NO. HURRICANE HOME PROTECTION INC RENEWAL SEPTEMBER 30, 2016 14305 SW 142 ST Must be displayed at place of business MIAMI FL 33186 Pursuant to County Code Chapter 8A—Art.9&10 I OWNER SEC.TYPE 0I1'BUSINESS HURRICANE HOME PROTE INC 206 MFGlREC ICLINGIPROCESS G PAYMENTTCOLLECTOR I Employee(s) 3 1 $75.00 07/10/2015 HECK21-15-087107 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is n license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any go nmental or nongovernmental regulatory laws and.requirements which apply to the business. The RECEIPT N0.above must be displayed on all commerc[al vehicles—Miami—Dade Code Sec Ba-276. For more information,visit w",nimmidede.gov/taxcollector 004175 y Local BusMess Tax Re' 'ot Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 6055099 'M BUSINESS NAME/LOCATION RECEIPT NO. EXPMES HURRICANE HOME PROTECTION INC RENEWA6. SEPTEMBER 30o 2016 14305 SW 142 ST 63h6442 Must be displayed at place of business MIAMI FL 33186 I Pursuant to County Code Chapter BA—Art.9&10 I OWNER SEC.TYPE O�BUSINESS PAYMENT RECEIVED HURRICANE HOME PROTECTION INC 196 SPECIALTYBUILDING CONTRACTOR BY TA])(COLLECTOR Worker(s) ,1 07BS00560 $75.00 07/10/2015 CHECI(21-15-08674.6 I This Local Business Tan Receipt only confirms payment of the Local Businegs Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to d4 business. Holdermust comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Ba-276. For more information,visit ww i.miamidede.00vltaxcollector I Municipal Contractor's Tax Receipt Miami—Qade County, State of FloridaM C —THIS 1S NOT A BILL—DO NOT PAY CC NO: 07BS00560 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HURRICANE HOME PROTECTION INC SEPTEMBER 30 2016 14305 SW 142 ST 7478304 MIAMI,FL 33186 Pursuant to County Code Sec 10-24 TYPE OF BUSINESS OWNER SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED HURRICANE HOME PROTECTION INC BY TAX COLLECTOR 62.50 02/03/2016 0247-16-002290 Restricted to City of Mia.ni Shores MIAMFDADE For more information,visit www.miamidade.govitexcollector �s 4 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) __ ; 02/09/16 FTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AN-DCONFERS 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(les)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). PRODUCER CO TACT Lucia Estrella Accurate NAME:PHONE - FAX A/S EEt)' (3052268727) AIC No (305)226-8787 8300 West Flagler Suite 114 'M'�L luciaestrella®bellsouth.net Miami,FL 33144 ' INSURERS AFFORDING COVERAGE NAIC# Phone (305)226-8727 Fax (305)226-8767 INSURER A: Burlington Insurance Company INSURED INSURER 8: Hurricane Home Protection Inc INSURER C: 13901 SW 143rd Ct Bay#1 INSURER D: t Miami,FL 33186- 305-409-6452 INSURER E: INSURER F: ! 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. 1LTR TYPE OF INSURANCE ADD SUER POLICY EFF POLICY EXP I $ O POLICY NUMBER MM/DD MMfDD LIMITS j GENERAL LIABILITY EACH OCCURRENCE 1 $ 1,000,000.00 Q COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ❑ CLAIMS-MADE Q OCCUR PREMISES(Ea occurrence $ 100,000.00 A 5358022552 04!12!2015 04!12/2016 MED EXP(Any one person) I $ 5,000.00 ❑ -- PERSONAL BADV INJURY $ 1,000,000.00 I ❑ GENERAL AGGREGATE $ 1,000,000.00 GEN-L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT i Ea accident ❑ ANY AUTO BODILY INJURY(Per person)I $ ALL OWNEDSCHEDULED F-1AUTOS ❑ AUTOS BODILY INJURY(Per accident$}-- — ❑ HIRED AUTOS ❑ AUTOSWNED PROPEccR r aident TY DAMAGE $ Pe ——0 ❑ $ ❑ UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ 1 ❑ OED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- RE- ANY EMPLOYERS LIABILITY Y/N ❑T Y LIMITS ❑ _ f ANY PROPRIETORIPARTNERIEXECUTiVE ERS EACH ACCIDENT OFFICERIMEMBER EXCLUDED? N/A E.L ( $ (Mandatory in NH) ❑ E.L.DISEASE-Fh EMPLOYEE$ Ifyas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I j DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(Attach ACORD 1e1,Additional Remarks Schedule,if more apace Is required) License No.07BS00560 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1 Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCO DA TFC THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORRU,kESTIVE Lucia Est ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD Proof of Coverage Page 1 of 1 -T' JEFPATMA IER, C,HltF FINAXtl'At n TSI' FLOPUDA DEPARTM914T OF PINANCUL SERVICES WC Mobile App WC Home WC Databases CPO Home Employer Detail Page Carrier Location information Return to Search Page Employer Information Employer Name Employer Type NAICS Code HURRICANE HOME PROTECTION INC CORPORATION 237990 Coverage History Governing Effective Cancellation wrap Locations Class Code" Date Effective at 12:01 Carrier Office Policy Number Up A.M. view 05535 Dec 24 no cancellation FLORIDA WC JOINT 6FR13UB7D76134A15 NO Locations 2015 Submitted UNDERWRITING ASSOC View 05535 Dec 24 Dec 24 2015 FLORIDA WC JOINT 6FR13UB7D76134A14 NO Locations 2014 UNDERWRITING ASSOC Locations 05535 20148 ASCENDANT Nov 7 2014 COMMERCIAL INSURANCE 654720 NO INC View ASCENDANT Locations05102 Apr 27 2011 Apr 27 2012 COMMERCIAL INSURANCE 631250 NO INC View 05535 Feb 17 2009 Sep 23 2009 FIRST COMMERCIAL 335210 NO Locations INSURANCE COMPANY 'Represents the Governing Class Code associated with the Named Insured on the policy, as reported by the Insurance Carrier,and is not validated as correct. Exemption Listings Exemption Holder Name DOMINGO A CESPEDES MERCEDES CESPEDES Owner Election Listings INo Owner Election of Coverage Listings Employer Name History Employer Name Name Type Change Date HURRICANE HOME PROTECTION INC Legal Current Return to Search Page https://apps8.fldfs.com/proofofcoverage/EmployerDetail.aspx?EmpID=001277034 2/10/2016 Hurricane Home Irrotection Inc. 13901 SW 143 CT unit I Miami, FL 33186 PH: (305) 278-7476 Fax: (305) 278-7416 1 Jul ISILUtter!j@ Date: State of County of Before me this day personally appeared who being duly sworn, deposes and says: That he will be the only person working on the project located at Sworn tp (or affirmed) and subscribed before me thi day of U 2016, by Personally known Or produced Id: Type of Id Produced: MERCEDEs 0 CESPECES Rawy NMI-SMIS of Florida COMMkow v FF 212093 my Comm.Elofes Jul 17,2019 4. Print type or stamp name of notary OR ES G�! s �► Miami Shores Village 21111 U1101" Building Department 10050 N.E.2nd Avenue �tORNA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BE OU ACKNOWL DGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Own State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20 l(9 . ByCj��-f Ce/l who is personally known to me or has produced as identification. NOtar Notary public State of Florida [OF Joanna M Feliciano SEAL :MYCommissionFF 082753 ®R Expires 0 1 11 212 01 8 02/1012016 09:14 LAK} P.0011001 P CERTIFICATE OF LIABILITY INSURANCE �"rE('"''""'DUff" �—� 02/0896 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEN.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($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certif ato holder Is an ADDITIONAL INSURED,the polloy(las)must be endOrssd. If SUBROGATION Ig WAIVEDr Subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this cartificate does not confer rights to the certificate holder in Ileu of such endoreement(a). PRODUCER Ludy Estrella Accurate 305 228.8727 B300 West Flagler Suite 114 lucleestrel le�bellsouth.net -.,,- (306)228-8787 Miami,FL 33144 INBU 6 AFFORDgVO COV6RA01,'. NAIC e Phone (306)220-$727 Fax (305)226-8767 INSURER A, Buffington Insurance Company INURED INSURER H: Hurricane Home Protection Inc IN REIR a. 13901 SW 943rd Ct Bay#1 INSURER D! Miami,FL 33185- 303-409-6452 INSURER 6: COVERAGES CERTIFICATE NUMBER: INSURER F REVISION NUMBER: THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERI00 INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY40NTRACT 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, R TYPE OF INSURANCE ADDLOU PO NUMBER22fiMLIMITS OENERALLIAaIUTY EACH OCCURRENCE 6 1,000,000.00 ® COMMERCIAL OENERAL LIABILITY T RENTED ❑ ❑ CLAIMS-MADE © OCCUR 5358022552 PREM aoaame 6 100,000.00 A ME4 EXP on.person) 6 5,000.00 E] 04/12/2015 04/12!2016 PE0NAL&AIN INJURY $ 9,000,000.00 F-1R8OENERAL AOaREGATE $ 100000000 GFML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COIdP/OP AGO $ 1,000,000.00 ❑ POLICY ❑ J ❑ Lee $ AUTOMOBILE LIABILITY eocl19 t LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AUTOS ❑ AUTO ALL ULED WNED BODILY INJURY(Per sacldent $ ❑ HIRED AUYOS ❑ AU OS $ ❑ 6 ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ KXCW5 LIAR CLAIMS-MADE AGGREGATE 6 RI:TEW'rl N WORKERS COMPENSATION WC 31 ATU ❑ TN- ANO EMPLOYERS'LIABRITY ANY PROPRIEET�OR/PARTNERE(ECUTIVE/N $ OFFICERIMEMEER EXCLUDED? ❑NIA EL.EACN ACCIDENT (Mandato ro In NHI E.L.DISEASE.EA PMpLQ $ DRIFT ION OF OPERATIONS bflow E.L.DISEASE-POLICY UMkT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Addblaaal Remarke Bakedute,if mora spase is required) License No.079S00580 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DEsCR U ES E CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF LL E D LIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLIO 8 Miami Shares,FL 33138 AUTHORIZED R6PR6BfiNTA'11VE LU Is Estrella ACORD 26(2010106)QF ®1 908-2010 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD a • r Property Owner: L�`"`"'' `�S, Date 2 k Property Address: -5(-5(0(c, 1%(0� f- C1 C1 G- Contractor: 4yl Product Yvoe: Are all openings in structure protected with impact shutters? Storm Panels: Accordian Shutters: Bahama Shutters: P 1 Colonial: Shutter Permit Information/Inspection Form Opening Dimension of Shutter Veritcal or Applicable for Panels Calculated Design Pressure Pressure Capacity. End Shutter Number Opening Span Horizontal Glass Separation Glass Separation Negative Positive Negative Positive Overlap N.O.A W/S O Closures f z 2 ICS y Ac¢t�i +�t;�t; �S'3 ,(� +�,u� '�3 ��_,LII t��: 0 3 4(6 6 `Z x3 �J��i1cc�� 3 ' � � J .�G�� --55.�oq «- DOIT'Ve 8 �h �4 vev+)C� 311U•v -�� ,� � a � _ ��� [s=(��►� fit -i�p.0 ISr(L')LoI <C 12 �Zp� �i'�Z u'�� .��� kl��.� �����- �- �.cam' ��•3,��- 15--u(�t 5�c�� 13 1 /y i 14 Z�X 314 I1;� 3'' �qu.0i 11 04 �qti,�/ —53-��1 (S 0(p1ov 15 ZJ4x 3 � �L�� 3`. /�� � � ' ►�� o�ois��� j1)Attach setch of opening to tions i _ ,2)Submit is form with two sls of NOA f each shujt type 3 i + o 0 uq. �j-Dr, • • • • • • • • • • 366 NE 99 ST - . . ... . . . . ... 9.Florida Storm Panels Supply LLC 12.Florida Storm Panels Supply LLC 22" GA Galvanized steel panels ••• •• . . . . . . . .. . 22" GA Galvanized steel panels 36 x 78 •• . . 120 x 791/2 NOA: 15-0615.06 7.Florida Storm Panels Supply LL'C '•' ••• ••• •• - NOA: 15-0615.06 0 DP+40.06-53.64 22" GA Galvanized steel panels DP+40.06-53.64 IO.Florida Storm Panels Supply LLC 36 x 78 •• •• 000 •• • • . . • . • NOA: 15-0615.06 •• ;•; ;•' '. 2211 GA Galvanized steel panels 72x46 DP+40.06-53.64 ••' 0 '•' : : :•• ••' NOA: 15-0615.06 13.Florida Storm Panels Supply LLC L DP+40.06-53.64 22" GA Galvanized steel panels 11.Florida Storm Panels Supply LLC -0- 6.Florida Storm Panels Supply LLC 48 x 381/2 22" GA Galvanized steel panels 8.Florida Storm Panels Supply LLC 22" GA Galvanized steel panels NOA: 15-0615.06 180 x 90 22" GA Galvanized steel panels 24 x 34 DP+40.06-53.64 NOA: 15-0615.06 120 x 24 NOA: 15-0615.06 DP+40.06-53.64 NOA: 15-0615.06 DP+40.06-53.64 DP+40.06-53.64 14. 14-15.Florida Storm Panels Supply LLC S.Florida Storm Panels Supply LLC 22" GA Galvanized steel panels 22" GA Galvanized steelp panels 24 x 34 P NOA: 15-0615.06 24 x 34 15. DP+40.06-53.64 NOA: 15-0615.06 DP+40.06-53.64 16.Florida Storm Panels Supply LLC (� 22" GA Galvanized steel panels 48 x 39 NOA: 15-0615.06 ------ 4.Florida Storm Panels Supply LLC DP+40.06-53.64 2• Florida Storm Panels Supply LLC 22" GA Galvanized steel panels 22" GA Galvanized steel panels 48 x 39 107 x 58 fS e t- NOA: 15-0615.06 NOA: 15-0615.06 DP+40.06-53.64 DP+40.06-53.64 1.Florida Storm Panels Supply LLC 3.Florida Storm Panels Supply LLC PED Q I 22" GA Galvanized steel panels 22" GA Galvanized steel panels _t. 54 x 50 48 x 39 - NOA: 15-0615.06 NOA: 15-0615.06 �j(' DP+40.06-53.64 DP+40.06-53.64 �J J` `° `✓-a biiwal-nl ShOi('S of;Hage ry.'. r ®AT 5y !j� iI rlo`7 i�L _ ..,,, _,@, (y:., _Fjqqac-a`.ST .II cT To co In.rlcE wrn t ALL FDEHn� chi-('JIIATIMiS .. .. .. .. . . . . . . . . . . BUILDING'S PEAK ROOF HEIGHT vs DESIGN .WIND PRESSURE FOR COMPONENTS '& CLADDING (8-S.F.) FOR ASCE 7--10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET � BASIC WIND SPEED = 175 mph RISK CATEGORY H BUILDINGS • • • ••• • •• RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) : : • : . : : •• • • .00 • .. . . . .. ... .. PEAK , LP* GREATER OR EQUAL THAN 7'-9" AND ••• i i ••• i i i•• ••• ROOF LT* LESS THAN 7'u9' LESS IRAN 12'-3" L- GREATER OR EQUAL THAN 12'--�3" HEIGHT �h) fitiSYTJV✓ N€YiA1F1YE PbSIlIVE NEGATIVE P0.511IVE NEGATIVE' INDICATED DESIGN WIND PRESSURES 0115 66. 89,4 638 83.4 59.8 78 e1 CORRESOo rH E ff MUM IAD ZONE AND INTERIOR TONE CO4 0 1770NS > 15'-20' 70.9 9510 67,7 88.6 63,5 80,1 AND FOR ALL ROOF > 20'-25' 74,3 99.5 71,0 92.9 66.634.0 84.0 L = STORM PANEL LENGTH, > 25'-3O' 77.2 103.4 73.8 96.5 69,2 87.,3 ACCORDION SHUTTER > 30'-40' 82.1 109.9 78.4 102.5 73.5 BLADE LENGTH OR BAHAMA y2,7 SHUTTER xEIGHr, > 4D'-50' 85.0 115.2 82.1 107.4 77.0 9Z2 *4k* PRODUCTS WxICH YEAR A > 50'-60' 89,4 I 1 19.7 85,4 111.6 8Q,1 1 jl f () MIAMI-RADE COUNTY OR A 40 b STATE OF FLORIDA APPROVAL BUILDING'S PtAk ROOF HDOHT vs DESIGN WIND PRESSURE FOR COUPONEAITS & CLADDING (TSF) POR ASCE 7-10 u PEAK ROOF HEIGHT GRFAYE'R THAN 60 FEET BASIC WIND SPEED = 176 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTIv1ENT BUILDINGS & COMMERCIAL. BUILDINGS (RETAIL, WHOLESALE) j �0 GO PEAK ROOF' ESS ROOF 4- LTHAN 12-3" L** GREATER OR EQUAL THAN 12'-3" HEIGHT (h) POSITIVE NEGATIVE POSITIVE NWATIVE > 60' - 70' 8415 154.9 77,8 1.37,1 > 70' - aa' 86,9 159.3 60.1 141.0 f /N O1�Ei ,QTBC > 80' - 90' 89.1 163.3 82.1 144,5 > 5p' - 100' 91,1 167,0 83.9 147,8 > 100' - 120' 94.7 173.5 872 153,5 > 120' - 140' 97,8 179,3 90,1 158.6 > 140' - 160' 100.6 I 184.4 92.6 163..1 > 160' - 180' 103.1 189,0* 95.0 M72 > 180' - 200' 105,4 19.,3,2 97,1 171,0 sl"'. > 200' - 254' 110.5 202,0' 101,8 179,2 > 250' - 300' 114.8 210.5 105.8 186,2 > 300' - 3541' 118.6 217,4 109,2 192.4 �o' l �Hsi%eo� � 350' - 400' 122.0 223,5 112.4 1978 his- is �� ��� � ������f' > 400' - 454' 125.0 229,2 1 15,2 202,8 500' .127.8 234,3 117.8 207.4 =° - Wlid ODI o Ono I lii1 POR110 � r q 0 Ik , 1.) THIS CERTIFIED SIGNED AND SEALED WIND PRESSURE CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, CHAPTER 30 STANDARD, FOR A BASIC WIND SPEED 2010 FLORIDA BUILL�T oep ��WP DADE COUNTY OF 175 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMAPON FOR A SITE SPECIFIC PROJECT 2.) THIS WIND PRESSURE CHART MUST 8E SIGNED, SE4LE73 AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMITASCE 7-10 / WIND PRESSURE CHART AS SHOWN, STORM PANELS, ACCORDION & 6AH4W SHUTTERS *** SCALE 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND PRESSURE CWT. RISK CAT 11 BLOCS 1 t WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT A.S.D. PRESSURES. /24/11 4.) THIS WIND PRESSURE CHART SHALL 8E CONSIDERED INVALID /F ALTERED BY ANY MEANS. L 0.Inc. IABD PRESSURE FRA Y' DATE BASIC WIND SPEED = 775 mph p 1 - 157 5.) DESIGN WIND PRESSURES SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO PRESSURE CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT 355 N.W.TESTING t. ENGINEERING G®MFQNY EXPOSURE C, Kd = 0.85 6355 N. 36th SL Ste. 305, Y/RG1Nt4 GARDENS, Fl.3J766 DRAWING Na PREPARED BY INE CONTRACTOR OR PERMIT HOLDER (e.g., SPRE405NEE1 OPENING SC14EDULEITAKE OFF SHEET ETC). Phono:(3GSfe71-1530. Fox:(305)871-1537 EB-0006719 'sv t4. Dts mpvoR Dart Rtv.ire Da w rtw nsrt WALTER A. TXLIT Jr_ P.E. 1 - J SHEET 1 OF 1 FLORIDA Lia. d 44167 P - - a - _ t Y M IAM Id?ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.gov/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 (AHn. 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 pro ct-is-approve6as-dew ir'bed herein,and has been designed to comply with the High Velocity Hurricane ----Zone of the Florida Building Code. _ DESCRIPTION: 0.029"(min.)Galvanised Steel Storm]Panels Shutter OVAL DOCUMENT:Drawing No.AD12-32,titled"22 ga.Ga zed Steel Storm Panel-LMl",sheets 1 through 4 o ed b MCY Engineerin rsron#1 dated May 27,2015,signed and sealed by Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade County Product Control Revision 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 revises NOA#12-1210.01 and consists of this page 1,evidence submitted pages E-1,E-2,and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,,M.S. ! n 1`?i NOA No.15-061$.06 c.� Expiration UK .� xp iration Date: 01/23/2015 ?,pproval Bate: 07/23/2015 Page I Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL.402-1.120.02 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 Testprepared 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. 02-007-4, 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 I through 26 of 26, dated November 18, 2002,prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel,P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL_,9 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS- 1. None. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2010 Approval Date: 07/23/2015 E-1 1 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-44.10.01 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 Piping Wang, P.K, on April Ob, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL,#12-1210.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. HWhy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-2 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.AD 12-32,titled"22 ga.Galvanized Steel Storm Panel-I,MI",sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27, 2015,signed and sealed by'Yiping Wang,P.E.,on June 02,2015. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. 1Hei .Makar,P.E.,M.S. Product ontrol Unit Supervisor NOTA No.15-9615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-3 PRODUCT MARKING PRODUCT MARKING WIDTH UNLIMITED o„ {LOCATION OPTIONAL] 1.375' 2298:1.=0.029" 1.375° (LOCATION OPTIONAL 2.062° 3.375"MAX GALVANIZED �� ) 2'DQO° 0.375" .388° (PREP.TO PANEL SPAN) 114'ROLL BACK $ TOP MOUNT • • O •• • •• D.189° 0.197° 11 31 1+ 31 1- 312". ° (CONN TYPE • y • •i • � AS READ) Tl'P.SECTION • • • �y3_ • • • • n °o OPTIONAL 114-20a5T1i CN • • • • 1.787° 1.781" 1.781" 1.781° ni ^ 0,082' w Q ro M v H •• • 000 • �n r? cu ' BOLTS WITH WASHERS 114'ROLL 0 o ci WINGNUTS FASTENED @ BACK 1.781" I OVERLAPS @ MIDSPAN A�i 1.781" I� (USE APPROPRIATE o v°� , i 0.095" ( •• •z •• •• •• GE C4 0.062' � rYP W J SPAN TABLE) . •• •• _ 0.082" o PANEL L TYP o ' [J •• • • • • p • W D • • • • (-,)STORM PANEL 1ZL"H"HEADER ,3� UDR /y BUILDOUT"F"TRACKC 5 "F"TRAC 0 PLAN vtEw •• • •• •• ZZ¢ o 99 000� 4.000'- 114-20X314' .000"114-20x314" ,�_ 7-f .000" 1.000 y g 4 K m S.S.STUo o R w a w 0 18 GAGE(t=0.0516"GALV. w o 0.125"TYP. r STEEL,GRADE 50) - -oma` y u o _r o iv D 35 cu o ,YR m'Y N � O V ~ O 04S OW 11 b00"I 1.00°MIN ! 5.000"MAX 0 1° _i a o N M i- U o �--� 5.000"MAX 0 250" o , 1.000° o fi BOTTOM MOUNT RO. 50 00° Q 4; L=0.075'MIN (CONN TYPE 6 STUDDED ANGLE BULL DOUT/CLOSURE ANGLE�J"PAN CLOSURE 11WASHERE0 WINGNUT 11 I(EYHOLE HER 12 HEADER END CAP ASREQD) ATYPICAL MOUNT ELEVATION MAY 8E AT W {ZAMAC 3 ALIOV) GLAV.STEEL GRADE 50(USE IS 1.750"DEEP TYPICAL NTS TOP&BOTTOM towZ OPTIONALAEQUIRED ONLY M {II 0 O FOR USE WITH TRUSS HEAD 1.8 ANCHORS CALK-IN) "W ° 2.061" 5.313" j z GENERAL NOTES. 0 0.093" 0.063" 1.935° 3.249" 1.937' TOP MOUNT LAST PANEL TYPICAL � 0.063" (CONN TYPE BEFORE PANEL PANEL ABOUVE ' " 0.063" OBSTRUCTION a 0.075 `o� c AS READ) OBSTRUCTION OVERLAP (� 1.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED ASA LARGE o ci o `� � MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE ri 0.063' 0 ai g cv m 0.063° m o 4.093" FLORIDA BUILDING CODE 2014 AND PROTOCOLS TAS 201 FOR LARGE N o o 58 >0 0 MISSLE IMPACT,TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 0.063' 0.063" N 0.093" A a to l-11 203 FOR CYCLIC WIND LOADING. o I BOTTOM E z o 1.937° ! 0.093° 5.313° ci MOUNT J a 1.937° am4 2.ULTIMATE DESIGN LOAD OBTAINED FROM ASCE7-10,MULTIPLY BY 0.6 p q � (CONN TYPE L o SHALL BE LESS THAN OR EQUAL TO MAX.DESIGN LOAD IN THIS Wy DOCUMENT. (1 TOP"H"TRACK f�BOTTOM"H"TRAGIC 15 TOP"U"TRAGIC /a BOTTOM"U"TRAC6f �Xg U o s AS READ) 3.NO 33.3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE J Z p BS {MAY VARY DESIGN OF THE ANCHOR SPACING TABLES. N (J 1 w of j TOP MOUNT W 4.POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE EXISTING w O z -I DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS WINDOW (o LL (CONN TYPE p 0 z IN ACCORDANCE WITH THE GOVERNING CODE.WHEN ASCE 7-101S USED AS REOD) m E r 1/4.20 S.S.SIDEWALK 0250° TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT.THE USE OF A 9C z d n OR MACHINE BOLTS& � c� X PANEL BELOW a DIRECTIONALITY FACTOR Kd=0.85 IS ALLOWED. G 0 WA$HEREO WINGNUT F �. •9 OBSTRUCTION 0 � m @ 24"O.C.TYP. �J `v O uli m 5.THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT 'A+ . 1 F- U) > o PROVIDE INFORMATION FOR A SPECIFIC SITE.IF SITE CONDITIONS 1.060° 1 0 TOA MOUNT 0) J o DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED 18 GA GALV.STEEL VERLAP (CONN TYPE OPTIONAL 114-2 0 STITCH BOLTS WITH _j W Y ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC AS READ) WASHERED WINGNUfS FASTENED W Z � LL ii BENT PLATE �}MAI{ EXISTING @ OVERLAPS @ MIDSPAN LU Q LL DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. (0.048`BM.THK) CONCRETE HOLLOW :7 (USE APPROPRIATE SPAN TABLE) ( CL OR2 z2 x0.125° BLOCK OR WOOD UJ Z 6.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING 6063-T6ALUMANGLE FRAMING (n � � O STRUCTURE To WITHSTAND ADDITIONAL IMPOSED LOADS. Q -co CORNER CLOSURE DETAIL WALL MOUNT CLOSURE DETAIL TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION N p a 7.STORM PANELS SHALL BE 22GA STEEL(GALVANIZED THICKNESS 1 .029" C DD T S NTS. F- O MIN)CONFORMING TO ASTM A653,STRUCTURAL QUALITY,GRADE 80,G90 OVERLAP WALL BEYOND WINDOW DISTANCE Q M GALV.COATING WITH A MIN,Fy=92.0 KSI.ALL EXTRUSIONS SHALL BE GREATER THAN OR EQUAL TO 1.5 TIMES d 6063-76 ALUMINIUM ALLOY. BUILD-OUT DISTANCE(2001 FOC SECT.2413.73) r� EXISTING ALUM.ANGLE®OR J-PAN CLOSURE � S.PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE 0.250° CONCRETE HOLL PIECE 09 (SEE DETAILS ABOVE). O 0.500'LEG DIR CTI MAY BE REVERSED Q MARKING PER PANEL AS FOLLOWS: MAX FLRAAM<OR WOOD ING /lmlm/ VERL0.250° (� LL FLORIDA STORM PANELS,INC �wj 1 MAX N OPA-LOCKA,FLORIDA O z e \�� MIAMI-DADE COUNTY PROD.CONTROL APPROVED g l- ALUM.ANGLE®ORJ-PAN CLOSURE o m n ASTENER @ 15°O.C.FOR DESIGN p ClPIECE 09 (SEE DETAILS ABOVE). { LOADS LESS THAN OR EQUAL TO 1 tubi/ 9.STORM PANELS HAVE SEEN DESIGNED AND TESTED 70 THE MAXIMUM m LEG DIRECTION MAY BE REVERSED ` ` trlb ff SPANS AND LOADS SHOWN ON THESE DRAWINGS.REFERENCE 87ps1 (SEE ANCHORSCHEDULE FOR EXISTING CONSTRUCTION TESTING CORPORATION(CTC),OF MIAMI.FL,TEST 1.000° ANY ACCEPTABLE ANCHOR).FOR DESIGN CONCRETEDise� ae-Oz_la REPORT N0.02-041. cy LOADES GREATER THAN HOLLOW EXISTING FASTENER @ 15°O.C.FOR DESIGN p 87Psf USE ALUM ANGLE CLOSURE BLOCK OR WOOD PIPING WAN�G;,,P�-E. SC AS N070 10.TOP&BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FILED CONCRETE HOLLOW w EMBED PIECE ONLY WITH ANCHORS @ 10"O.C. FRAMING FLORID(� &§ ON LOADS LESS THAN OR EQUAL TO m •- Fl:'�55983 �'M r•>d.L CONDITIONS DICTATE.PANELS MAY BE MOUNTED HORIZONTALLY WHERE BLOCK OR WOOD 87pst (SEE ANCHOR SCHEDULE FOR PRODUCT IML S'„ C.A.N. APPLICABLE,EXCEPT FOR MOUNTING CONDITIONS INCLUDING°H"OR°U" FRAMING ANY ACCEPTABLE ANCHOR).FOR DESIGN W QS Carnplying V41h lho nolid 1 x'$677 LscY 12-07s HEADERS. LOADES GREATER THAN 2.00° E ididing r-,ode 87psf USE ALUM ANGLE CLOSURE MIN 6MCL0 1821Ca � - O fib lmca xo. 11.ALL BOLTS&WASHERS SHALL BE ZINC COATED,GALVANIZED OR �P TRAP MOUNT CLOSURE DETAIL PIECE ONLY WITH ANCHORS @ 10'O.C_ gp�,,,,,,, F N.T.S. ; �� r 0 12-32 STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. a i� OLt Li1I0�L n 1BUILD-OUT MOUNT CLOSURE DETAIL a1� N.T.S. •••'..-` \ C JUNIS N ff EXISTING CONCRETE HOLLOW • " • • ••• C3 CONNECTION TYPEBLOCK OR WOOD FRAMING. g� EMBED REFERENCE ANCHOR EMBED SEEANCHORSCHED.BASEDC2 CONNECTION TYPE MAXIMUM ALLOWABLE MINIMUM a�7EPARATI®III SPACINGESHFOR ORTLEG REFERENCE ANCHOR ON CONNEYPE CTION IONTYSTRUCPURE SPAN SCHEDULE � FROM GLASS SCHE®ULE ••• •• • • •• ••• SHORT LEG MAYBE C3 CONNECTION TYPE REVERSED TOWARDS SCHEDULE T3 FOR MAX. REFERENCE ANCHOR ` '1 0 • • • • • • ••• THE OPENING SPACING SCHEDULE T3 FOR ® • • • • • • o 0 EQ EQ � y EQ EQ o MAX.SPACING • •• I • ••• • d 8 No Stitch Stitch Boils Positive Span Separation Separation 8 LOO Bolls AT Midspan Less (inches) {inches} A F3 0 o W(PSF) LMAX(11) LMAX((0 Load(PSF) Than: eih-'10' at>30' G w $ •• '�. • ••• •• d In 25 10'-7" 10'-7" 6'-0" 2.75" 1.22" • • • 0 3 30 10'-5" 10'•5" 30 8'-8° 2.75" 1.94° •• • • • •• STUDANGLE 6 2 10'-5° 3.00" 3.00" • • • • 35 10'-0° 10'-0" • 14TEKSCREW OR DIRECTION MAY ••• •• 114-ZO hWCHINE BE REVERSED. 39 9'-9" 9'-9" 6'-0" 2.75' 1.25° •• • 44 AS SHOWN 40 9'-8" 9'-8" 35 8'-8" 2.75" SCREW&NUT @ 16' C2 CONNECTION TYPE READ GLASS M O.C.(TYP ALL SIM. REFERENCEANCHOR SEPARDIST 45 9'-4' 9'-5" 10'-0" 3.00" 3.00" co CONNECTIONS) . CONNECTIONS) 1 SCHEDULET3FORMAX. (SEE TABLE d SPACING T2 FOR MIN.) 49 8'-11" 9'-3" 6'•0' 2.75° 1.29° a 8 EXISTING `� 50 8'-10" 9'-2° 40 8'-8° 2,75' 2.26" '4 GLAZING $ g 1- 55 8'-5" 8'-11" 9'-8" 3.00" 3.00' cv u�i qq o w o 8 EXISTING o 58 W-2" 81-10" 6'-0" 2.75" 1.32' y B g GLAZING w w 60 8'-1" 8'-9" 45 81-8" 2.75" 2.41' 'z N P Lu EQ EO N N 65 7'-9' 8'-3' 9'4" 2.92° 2.92" REOT)SEPARATION w zd 70 T-8" T-8" 5U 6'-0' 2.75' FROM GLASS OPTIONAL BUILDOUT n� 72 T-4" 7'-6' 8'-10' 2.75° 2.73' (REF7ABLE 72) MOUNTING CONFIGURATIONS (AT HEADER ORSILL) 75 7'-2" T-2' 6'-0" 2.75' 1.43" (� 7 v 16 1 80 6'-9° 6'-g" 60 8'-1' 2.75" 2.44° w z 0 1 90 6'-0" 6'-0' 6'-0' 2.75' 1.51° 0 a 16 100 5-4" 5'-4' 70 7'-6" 2.75" 2.24' z t) cn 0 110 4'-10" 4'-10" z Z c v y 120 4'-6' 4'-6' ' r 4 130 4'-1" 4'-1" 114-20x 314'S.S. G2CONNECTkON1J4.2Hx314'S.S. MACHINE SCREW Wt v EXISTING CONCRETE, MACHINESCREW EXISTING CONCRETE, g WIGNUT@12.WO.C. TABLE T2 NOTES: HOLLOW BLOCK OR REFERENCE ANCHOR TYPE HOLLOWBLOCKOR SPAN SCHEDULE NOTES: WOOD FRAMING SCHEDULET3 FOR MAX- @125'O.C. WOOD FRAMING C2 CONNECTION TYPE 1.ENTER SPAN SCHEDULE WITH POSITIVE DESIGN p SPACING LOAD o DET SCHEDULE WITH NEGATIVE DESIGN (SEE ANGOR (SEE ANCHOR gED REFERENCEANCHOR LOAD TODEf71th11NEh11N1MUMJUIOWABLESTORM � SCHEDULET3 SCHEDULET3 PANEL SPAN. SCHEDULE ACCEPTABLE FOR USE PANEL SEPARATION FROM GLASS OR DOOR TO BE BASED ON TYPE BASED ON TYPE SCHEDULE T3 FOR MAX. WITH SPAN.SCHEDULE IS ACCEPTABLE FOR USE OF STRUCTURE OF STRUCTURE) SPACING WITH POSITNELOADS LESS THAN OR EQUAL TO PROTECTED.SCHEDULE 1S REQUIRED FOR USE NEGATIVE DESIGN LOADS. WITH POSITIVE LOADS ONLY. LBETWEEN IS fNBETWEEN IS BUILD-OUT MOUNT SECTION WALL MOUNT SECTION ACCEPTABLE, DTHERWS£USE NEXT HIGHER LOAD. ACCEPTABLE.OTHERWISE USE NEXT HIGHER IGHRLOAO. N.T.S. N.T.S. EXTERIOR J EXISTING WOODTRUSSES WALL FINISH r V j- @24'O.C.MAX. J „•_j EXISTINGCONCR HOLLOW EXISTING CONCRETE.HOLLOW STEEL7UBETOBOTTOh1TRUSS LL] J G1 CONNECTION TYPE % fBL OCKORWOODF G. BLOCK OR WOOD FRAMING. CHORDS W/(3)1X0."x2'lJJBEDZ }ANCHORS TO BE qT 12.5' .= - (SEEANCHOR SCHEDULE Q{SEE ANCHOR SCHEDULE LAG SCREW @EACH TRUSSOR 6.25'O.C.(REFERENCE �% -- BASED ON TYPE OF STRUCT E) BASED ON TYPE OF STRUCTURE) (24"O.C.MAX) Ll. n ANCHOR SCHEDULE i T3 FOR MAX SPACING 0- ' USE REMOVABLE ANCHORS ONLY1-n C4 CONNECTION TYPE 4'AWN0.0478-MIN STEEL TUBE 0 - > M r REFERENCE ANCHOR CO J `c M to Lu SCHEDULE T3 FOR MAX "-•' 'U"HEADER 70 ROLLED STEEL TUBE WICENTER J lA :,E- SPACING SPACING LA0(AS DESCRIBED ABOVE)@TRUSSES wQ 4"4 S.61.S TO PLATE @ 6'O.C.BETWEEN TRUSSES , N O rn EXISTING REO4 1P .`OSEPARATION GLAZING g gRQDUCTIiiitRSi:"17 Lu ^� a z1 (REFTABLLEET2) w ascDmplyinj;with the lloricla (q OO o t3 Q REQ'D SEPARATION ag -m EXISTING a 3 �'uilding Code {� F- FROM GLASS z GLAZING !F. EXISTINGLAZIN (REFTABLET2) 1 x 1 4 SCCj (anco on Dole�_ �9 RE wx O= Ur FROM GLASS 1 N N W (REF.7ABLET2) Q 1J4.20x3t4'SS N� TRUSS MOUNT SECTION ALUM OR GALVSTEELSPAC D UCt ri Ol q' O 0 5 a MACHINE SCREE i to N.T.S. AS REO'D. N li i, 10 N 2:6 O.C. 10 C1 CONNECTION TYPE N p• ANCHORS TO BEAT 12.5"OR LEG DIP rn 625'O.C.(SCHEDULE MAY BE c T3 FOR MAX.SPACING).USE REVERSED w REMOVABLE ANCHORS ONLY EXISTING CONCRETE. HOLLOW BLOCK OR ' fiil !- DD 00-02-1g WOOD FRAMING w ';Y} GNO114-20x3'4"S.S. (SEE :: AS NO= EXISTING �AIRATION MACHINESCREWS SCHEDULE F WOOD FRAMING @12.5 O.C. = DR/TH SL C4 CONNECTION TYPE BASEOONTYPE ytN1 FL X55983 (SEE ANCHOR C2 CONNECTION TYPE REFRENCEANCHOR OF STRUCTURE) EXISTING ti• N1.28 7�7 SCHEDULE GLAZING E1:� Ci' HCY12-OTS REFERENCE ANCHOR SCHEDULE T3 FOR MAX. a BASED ON TYPE SCHEDULE T3 FOR MAX. SPACING y p7tjwm NO. OF STRUCTURE) SPACING EXTERIOR WALL FINISH. - "F"TRACK]DIRECT N10UtdT SECTION CEILINCs1FLOOR MOUNT SECTION MOUNTINGSuRFnce - j "' � F,AD12-32 0 N.T•s. N.TS. OFFSET WALL MOUNT.SECTION -� _ • � N.T.S. ',: . 2 OF 4 • • or • • • ••s OREMBEDBLOCK OR WOOD FRAMING.PENETRATION EXISTING CONCRETE.HOLLOW ••• OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS • • ••• • • (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) o to O CS CONNECTION TYPE EXISTING CONCRETE.HOLLOW • • p BLOCK OR WOOD FRAMING. REFERENCE ANCHOR • • • • • •• •• SCHEDULE T4 FOR MAX. (SEE DONTY EOFST U HEADER TRACK ISOMETRIC • • • • • • • °c BASED ON TYPE OF STRUCTURE) • • • Q SPACING TOPTRACK N.T.S ••• •• 0 13 (1)1'x 2'x O.D02'x t-314" C CONNECTION o c REF RENCE ANCHOR @ &114 SMSTO TRANGLE @ ENO ACK •• •• vL SCHEDULE T4 FOR MAX.MN •• • • O SPACING CLIP LOCKS • • • �' • • Il • • END PANEL O •• • • • • FLUSH AGAINST • • • • yt • TOP TRACK •• a • • f7 •• •• RECID GLASS p.bg• SEPARDIST {SEE TABLE � 15 vt (t$m T2 FOR MIN.) L7 J EXISTING o TOP'H'TRACKOR tp� i` W Z m GLAZING TOP'U'TRACK O LL1 v Q REOD GLASS SEPARMIST 4! (L 1 9 (FASTENTO r+7 EXISTING a (SEE TABLE T2 FORMIN.) Ulm STRUCTURE PER I- GLAZING 1 Ir W 1 0.I¢., 12 SECTIONS TO LEFT) 0210 . II- O O O aQ N= :F 8 iOFW OPTIONAL PLASTIC KNOB, `� c � vw xU ci:t a LU (1)HEADER END CAP 70 EASE PANEL SLIDING u) O 1 vz� @ENDWI(2)#14SMS (NON Q MAXp• TOTRACK DETAIL TO LEFT) J 1'k Q3Q'PERFORATION � N 1042 o AT MIDSPAN FOR USE a Sw�j u� 14 DGE•- WITH REMOVABLE w Q U �u o T. HANDLE AND/OR Z () pp EXISTING CONCRETE. PLASTIC KNOBS ,Q HOLLOW BLOCK OR W EMBED• BOT70M'H`TRACKOR 00 (SEEANCHOR z ANCHORHOER C6 CONNECTION TYPE SCHEDULE REFERENCE CT CONNECTION TYPE BASED ON TYPE SCHEDULE T4 FOR MAX REFERENCE ANCHOR BOTTOM-U-TRACK(FASTEN TO OF STRUCTURE) SPACING SCHEDULE T4 FOR MAX o STRUCTURE PER (� SPACING `- DETAILS M.N&0 TO LEFT) ?' WALL MOUNT SECTION CEILING/FLOOR MOUNT SECTION WALL MOUNTTRACKS.N.T.S. NPS OPTIONAL PLASTIC KNOB �,ug owxxsm msaE awwrrru asj EXISTING CONCRETE.HOLLOW BLOCK OR WOOD FRAMING. EXISTING CONCRETE.HOLLOW (SEE ANCHOR SCHEDULE BLOCK OR WOOD FRAMING. BASED ON TYPE OF STRUCTURE) PENETRATION (SEE ANCHOR SCHEDULE OREMBED BASED ONTYPE OFSTRUCTURE) ' V /1SILL.TRACK ISOMETRIC � 0 CS CONNECTION TYPE BOTTOM TRACK.N.T.S. R EFERENCE ANCHOR DULE T4 FOR MAX. (L LEG MAY BE BENT — "( u� fGOd� TO 30 de MAX ADJACENT (La. n g PANEL LAST PANEL MOUNTED ar d ' _ "H`HEADER FROM INSIDE OF BLDG O o) � w 7Yp 12.61 @ TOP PER � q g COVERAGE DETAIL'P' W co 1365 TYPICAL ADJACENT -J 2 OVERLAP PANEL tL W IL C8 CONN TYPE REF.ANCHOR 13 SCHED. ti O m SCHED.T4 FOR MAX. REQ'D GLASS SPACING SEPARMIST a w 0 4 O EXISTING - •- (SEE TABLE y GLAZING 1 W��p T2 FOR MIN.) Z o REQ'D GLASS ¢z a SEPAR.DIST + d W „ MAX (2)114-20 S.S.STITCH J Q (SEETABLE g OPTIONA:(3)114' PICAL BOLTS W1 WINGNUTS OPTION B:(2)114' �( T2 FOR MIN.) EXISTING y O ELCO PANELMATES 61 MAX EACH BIDE OF LAST F1C0 PANELMATES (, I..,w GLAZING AT BOTTOM OF PANEL z TYPIC AT BOTTOM OF O y Ut7 ADJACENT PANEL ADJACENT PANEL < -i CT CONN TYPE W W () LL REF.ANCHOR SCHED. v k0 T4 FORMAXSPACING a rn OPT,B:(1)1!4-ZfdPOWERS OPTA:2'x2'MAX NOTCH IN 73 EXISTING CONCRETE O LAST PANELAROUND WINGNUT PANEL{NO NOTCH ftE(ib)�,`)(t A 1),,I sS1 HOLLOW BLOCK OR ❑ 1 \\ G if V A(�f >:gsSe WOOD FRAMING w o t\ °i` . L (SES HEDULE lL� BOTTO DIRE�AALL/MOUNT EXTERIOR ELEVATION `.� i^f35'� DATE a-02-15 EMBED BASED ON TYPE FASTEN EACH PANEL ADJACENT TO LAST v (REF.DETAR'p').N.T.S. YIF(NG WANG, P.E. W1iit, AS aOT&D ! ?�LEG MAYBE BENT OF STRUCTURE) PANEL @BOTTOM WI(2)ELCO PANELMATES FLOR R,Is0UTION a" TO 30 deg MAX &(1)POWERS CALK-1N.ALTERNATIVELY, PRODUCT REVISED 1� k,.,.9�3 .ax��eN. a4 USE(3)PANELMATES AND NOTCH BOTTOM BS cm1plyins m i1t ilia FloAdr, eh� IY�LL 6 CORNERS OF LASTPANELTOFITOVER Building Code 1p� Ya CAN. 8677 _ YCYt¢_o73 INNERMOST ANCHORS. IACL'.ept&tICC 1410 k5- 0613 6 DIRECT WALL MOUNT SECTION i tio2Lldata FIEADERISILL MOUNT SECTION BOTTOM DIRECT WALL MOUNT 'AD12-32 TRAP MOUNT TRACKS ON ANOLE.N.T.S. (REF.DETNLS').N.T.S. By uat CgrNTol ;`d4` (� L41. 3 OF 4 JUN 0 ZU15 o� ��ANCHOR SPACING SCHE®ULE 000 i•e '•� � � � •• ANCHOR SPACING SCHEDULE • : e'• o �' ANCHOR SPACING SCHEDULE • • • {INSIDE MOUNT PANELS.WALL MOUNT) �e� (INSIDE MOUNT PANELS-TRAP MOUNT) _. '•' ••• W` P ' ' •• ••• 2.5'EDGE DISTANCE 2.5'EDGE DISTANCE 2.0'EDGE DISTANCE �N PANS UP TO 5.504SPANS UP TO 8.67ft SPANS UP TO 10.671t F SPANS UP TO SPANS UP TO t; SPANS UP TO SPANS UP TO ANCHOR LOAD CONN TYPE CONNTYPE CONN TYPE ANCHOR LOAD 5.501t 8.67ft ) 13 ANCHOR LOAD •• • • 0 5,501t 8.6711 • x •of • m� (PSI) tRgf} CONN TYPE CONN TYPE x;x gfl CONN TYPE CONN TYPE • •• • C2 C3 C4 C7 C2 C3 C4 C1 C2 C3 C4 Lry C5 C6 C5 C6 W (P V C7 C8 C7 C8 • ' • • • • • • •• 114"x1-31"EMBED 38 1 5°16.d°116.0°16.0° 12.5°16.0°18.0°16.0° 12.5°16.0°11.9'13.5" 114"xl-314'EMBED 39 16.0" 16.01 16.0" 16.0" 1/4"xi-314°EMBED 39 16.01 15.3" 13.6° 9.7' • • • • A ELCO TAPCON 49 1 5"16.0°16.0'16.0' 12.5°18.0"11.6°13.3" 12.5"16.0' 8.4"10.7' ELCO TAPCON 45 16,0" 16.0" 11,4" 16.0" ELCO TAPCON 45 16.0° 13.2' 11.8" 8.4° {MIN 3320 PSI CONIC} 58 1 5"116.0"16.0'16.W 12.5'16.0- 8.9'11.1" 12.5°16.0° 8.0°10.3° (MIN 3320PSI CONC) 55 16.0° 16.0' 7.5" 16.0" (MIN 3320PSI CONIC) 55 15.2" 10.8" 9.61 6.9' TcapQb)=483.00 72 1 5-16.0-13.0-14.3- 112.5"116.0' 8.0-10.3- 12.5°16.0' 8.D"10.3° Tcap(Ib)=483.00 65 14.2° 16.0° 6.0" 16.0" Tcap(ib)=386.40 65 12.9° 92" B,5° 6.0" Vcap(Ib)=475.00 130 1 5'16.0" 6.0' 10.3° 12.5'10.0* 8.0"10.3' 12.5"16.0' 8.0'10.3' VDap(Ib)=475.00 72 _11,0" 16.0" 6,0' 16.01 Vcap(Ib)=380.00 72 11.6° 8.3` 8.5' 6.0' m w 114°x1-718"EMBED 39 145:116.0-16.0-16.0° 12.5°16.d'15.2'15.0" 12.5"16.0'10.6"12.1" Lu 114"xi-7/8"EMBED 39 16.0" 16.0° 14.8" 16.0" w 114°xl-7/8°EMBED 39 16.0" 16.0" 15.2° 10 8° a t ALL-POINTS SOLID-SET 6.0°16.0"16.0' 12.5"16.0"10.2°11.8' 12,5'16A" 7.5" 9.5" ALL-POINTS SOLID-SET 45 ,16.0° 16.0° i0,1" 16.0' ALL-POINTS SOLID-SET 45 16.(° 14.7" 13.2° 9.3° a m oj Of LEAD SHIELD ANCHOR 12.5' 6.0°16.0'16.0° 12.5'16.D' 7.9° 9.9' 12.5"16.0" 7.1" 9.2" LEAD SHIELD ANCHOR 55 16.0' 16.01 6.6" 16.0" LEAD SHIELD ANCHOR S5 78,0' 12.0° 10.8° 7.6' C z TcapQb)=428 72 116.0"17.5°12.7` 12.5'16.0' 7.5° 9.2° 12.5"16.0° 7.1" 8,2" Tcap(Ib)=428.00 65 12.6' 16.0° 5.3° 16.0' z Tcap(Ib)=428.00 65 14.4° 10.2" 9.5" 6.7° O Vcap(Ib)=429 130 12.5"16.0" 7.1° 9.2" 12.5'16.0" 7.1° 9.2" 12.5"16.0° 7.1' 9.2" O Vca Ib =429.00 72 9.8° 16.0° 5.3° 16.d" O to Co r~ U U � ) _ U Vcap(Ib)=429.00 72 13.0" 9.2° 9.5° 6.7" 0 O M c U 114"x1-2"ER96ED 39 12.5°76.0°16.0°76.0° 12.5"76.0"13.3"15.7" 72.5°16.0° 9.2°12.6' 1/4"x1.2°EMBED 39 18.0° 16.0" 12.8° 16.0° 114"xi-2"EMBED 39 16.0° 11.6° 10.3" 7,4° ELCO PANELMATE 49 12.5"16.0'16.0'16.0' 12.5"16.0" 8.9"112.4' 12.5"16.0" 6.5' 9,8" ELCO PANELMATE 45 16.0' 16.0' 8.8" 16.0' ELC0 PANELMATE 45 14.1' 10.1" 8.9" 6.4" a F (MIN 33W PSI CON C) 68 12.6°16.0'14.9"16A° 12.5'16.0' 6.9'10.4" 12k'16.0" 6.27 9.6' (MIN 3350 PSI GONG) 55 16.0' 16.01 5.81 16.01 (MIN 3350 PSI GONG) S5 11.5" 8.21 7.3" 5.2"Tcap{Ib)=372.00 72 12.5"18.0°10.0"13.3' 12.5'16.0° 6.2' 9.6° 12.5'16.0" 6,2" 9.6" Tcoob)=372.00 65 1 i.D' 16.01 4.8° 16.0' Tcapob)=297.60 65 9.7" 7.0" 6,4' 4.6° Q Vcap(Ib)=565.00 130 12.5"16.0' 6.2' 9.6° 12.5"16.0' fit° 9.6° 12.5-16.0- 6.2° 9.6° Vcap(lb)=565.00 72_ 8.5' 16.0' 4.6' 16.0' VCepllb)=282.50 72 8.8" 613" 6.4' 4.6' z j o W to 114"xl-114°EMBED 39 10.0°12.6°12.8°12.6' 10.0'112.4° 6.2' 7.9" 10.0-10.0- 4.3" 6.3' � U to ab 1/4'x1-1/4"EMBED 39 12.8" 12.8" 6.0° 12.4' 114"xi-1/4'EMBED 39 10.0' 6.5" 6.4° 4.1" ELCO TAPCON 49 10.0"12.8"10.1'10.0" 5.0" 9.8" 4.2' 6.1" 5.0" 8.0' 3.0' 4.9` ELCO TAPGON 49 12.8" 12.8° 4.1" 70.7° ELCO TAPCON 49 8.7' S.6" 5.5° 3.6" 58 10.0"12.8' 6.9" 8.4° 5.0" 8.3" 32" 5.2" 5.0" 7.7` 4,8" 58 8.8' 12.8° 8.8' S8 7.1° 4.6" 4.5" 3.0` z Z 4 co CO � Y Tcap(Ib)=218-00 72 10.0'10,5" 4.7° 6.6° 5-0' 7.7' 4.8' 5.0" 7.7° 4,8" Y Tcap(lb)=218.00 72 5.1• 1 i.w 7.7" Tcap(Ib)=174.00 72 6.0' 3.9" 4.0" •p U Vcap(ib)=398.00 130 5A' 7.7' 4.8' 5.0" 7,7° 4.8" 5.0' 7.7° 4.8" Y a•EO t� Vcap(Ib)=398.00 730 4.0' 10.5" 7.7" c� Vcap(lb)=318.00 130 5.41 3.6" 4.01 q m 114°x1-7/8°EMBED 39 10.0'12.8'12.8°12.8" 10.0'12.8'10.1' 8.2' 10.0'12.8" 7.0' 6.6° O - O ALL-POINTS SOLID-SET 49 10.0'128"12.8'10.4" 10.0'12.8" 6.8° 6.5` 10.0"12.8" 4.9° 5.2° m 114'x1-718'EIVieED 39 12.8° 12.8' 9.9° 12.8" J i/4°x1 778°EMBED 39 12.8° 9.8" 8.3° 6.2` C U ALL-POINTS SOLID-SET 49 12.8" 12.8' 6.8° 12.8' 00 ALL-POINTS SOLID-SET 49 11.3' 8.5" 7.2' 5-4° cn z LEAD SHIELD ANCHOR 58 10.0'12,5'11A' 8.8° 70.0"12.8' 5.2° 5.5" 10.0°12.7' 4.7" 5.1' U U _ z LEAD SHIELD ANCHOR * 58 12.81 12.8° 4.4° 12.6° z LEAD SHIELD ANCHOR S8 8.3' 6.9' 5.81 4.4° O Tcapob)-358 72 10.0"12.8" 7.6" 7.0" 10.0"12.7' 4.7" 5.1' 10.0'12.7" 4.7' S.1" U Tcap(Ib)=358.00 72 8.4' 12.8° 3.6° 12.7° 0 Tcap(lb)=358.00 72 7.9" 5.9° 5.2° 3.9' C3 Vcap({b)=249 130 10.0'12.7" 4.7° 5.1° 10.0"12.7° 4.7° 5.1" 10.0"112.7" 4.7' S.1" Vcap(ib)=249.00 130 6.51 12.8' 3.5° 12.7° VcapQb)=249.00 130 7.1" 5.31 5.2" 3.9° In O114"xl-114°EMBED 39 10.0"12.8'12.8° 9.7° 10.0"11.6° 5.8" 6.1" 5.0" 9A" 4.0" 4.9" O 1/4'x1-114°EMBED 39 12.8" 12.8' 5.61 11.61 O 114'x1.114'EMBED 39 8.9` 6.4' 5.61 4-0° ELCO PANELMATE 49 10.0°12.8' 9.5° 7.7° 5.0" 9.2" 3.9" 4.8' 5.0° 7.5' 3.9" ELCO PANELMATE 49 .12.8' 12.8° 3.8' 10.0" 0 ELCO PANELMATE 49 7.7° 5,5° 4.9° 3.5" r 58 110.0"12.3" 6.5" 6.4" 5.0" 7.8° 3.0" 4.0" 5.0' 7.2" 3.7" s • 58 8.2" 12.8° 8.2° ' S8 6.3' 4.4° 4.0" TcaRnb)=204.75 72 5.0" 9.9" 4.4" 5.2° 5.0' 7,2' 3.7" 5.0' 7.2° 3.7' Tcap(Ib)=204.75 72 4.8" 10.9" 7.2° Tcap{Ib)=201.50 72 5.3" 3-8" 3.5" _ VcapQbj=233.50 130 5.0" 7.2' 3.7" 5.0° 7.2° 3.7" 5.0' 72° 3,7" Vcap(Ib)=233.50 130 3.7' 9.9° 7.21 Vcap(Ib)a 198.50 130 4.8' 3.4' 3.5" J J � 0.75"EDGE DISTANCE 0.75'EDGE DISTANCE 0.75°EDGE DISTANCE 114"x 2°THREAD 39 12.5"16.0"16.0' 7.5 12.5"16.0'12.8" 4.8" 12.5-16.0- 8.9' 3.9° 1/4"x 2"THREAD 39 16.0' 16.0` 12.4" 16.0" 114"x 2*THREAD 39 7.5" 6.5' 4.8" 42' O n PENETR.LAG SCREW 49 12.5'16.0"16.0" 6.0`. 12,5'16.0° 8.6` 3.8" 12,5°16.0° 6.3" 3.11 PENETR.LAG SCREW 45 16.ff 18.0" 8,5° 16.0" PENETR.LAG SCREW 45 6.5" 5.7" 4.11" 3 5 , 58 12.5"16.0'14A" 5,11" 12.5'16.W 6.6" 3.2" 12.5"16.0" 6.0" 55 16.0" 7(3.0° b.6° 16.0" 55 5,3" 4.6" 3.4° Tcap(Ib)=359.53 72 12.b"16.0" 9.8" 4.7' 12.5"16.01 6.6" 12,5°16.0' 6,0° TcappbJ=359.53 65 10.6° 16.0' 4.4' 16.0" Tcap(Ib)=359.63 65 4.5° 3,9" O {A �+ ul Vcap{Ib)=82,97 130 12.5'16.0° 8.0° 12.5"16.0" 6.0° 12.5°16.0° 6.0' Vcap(Ib)=82.97 72 8-2' 16.0' 4.4° 16.0' Vcap(Ib)=82.97 72 4.1" 3.5" J Q m '� #114 x 1.112'THREAD 39 12 5°16.0°16.0" 7.7° 12.6"16.0' 8.3° 4.8' 12.5"13.5' 5,8' 3.9° #14 x 1.712"THREAD 39 18.0' 76.0' 8.1° 16.0' #14 x 1-1/2"THREAD 39 7.7" 6.2" 4.9" 3.9" J LL[ I p PENETR.WOOD SCREW 49 12.5"16.0113.61 8.1' 12.5"13.2' 5.6' 3.8" 6.25°50.7° 4.1" 3.11° (L,( Z co LL - O 58 12.5"16.0' 9.3" 5.1" 6.25'11.2' 4.3" 32" 6.26'10A' 3.9" Q PENETR.WOOD SCREW 45 16.0' 16,0' S.5° 14.4" pp PENETR.WOOD SCREW 45 6.6° 5,4' 4.2" 3.4" W Q w LL 55 11.8' 16.0° 3.6" 91.8` O 55 5.4° 4.4" 3.4° w 4 ?y o0 Tcappb)=234.40 72 12.5"14.2" 8.3" 4.1' 6.25°10.4" 3.9° 6.25"10.4° 3.9" Tcap(lb)=234.00 65 6.9' 15.7° 10.4' TrapQb)=234.00 65 4.6' 3.7" 3.0° IM to � 2! O m VcaP(Ib)=98.74 130 6.25°10.4° 3.9" 6.25"10.4° 3.9° 6.25"10.4° 3.9' Vcap(IbJ=96.74 72 5.3' 14.2' 10.4° Vcap(Ib)=96.74 72 4.1' 3.3" 3.d" (o a. 7116'x 518"EMBED 39 12.5116-0116.0113.0" 12.5'16.D° 8.3' 8.1' 12.5'13.4° 5.7' 6.6" 7116'x 518°EMBED 39 16.0" 16.0° 8.0' 16.0" 7/16'x 518"EMBED 39 13.0" 92" 8.2° 5.8' N O r a 12 BRASS BUSHING& 49 12.5°16.0'13.5'10.3° 12.5`13.11° 5.5` 6.4' 6.25"10.6" 4.0' 5.2' BRASS BUSHING& 45 16.0' 16.0' S.5° 74,2° BRASS BUSHING& 45 11.2° 8.210. 7.1" 5,1° 4 O a 114-20 SCREW 58 12.5"16.0° 92" 8.71 6.25°11.1' 4,3° 5.4° 6.25°10.3" 3.8' 5.0° 114-20 SCREW 55 11.7° 16.0' 3.6" 11.7° 114.20 SCREW S5 9.21 6.5" 5.81 4,1° Tcapob)=231.50 72 12.5"14.0' 6.2° 6.9' 625'10.3' 3.8" 5.0" 6,25"10.3° 3.8" 5.0' TCap{Ib)=231.50 65 6.8" 15.51 10.3" Tcap(Ib)=231.50 65 7.8° 6.5" 5.1" 3.7" J 0 n Vcapob)=232.50 13D 6.26"10.3' 3.8' 5.0" 625°10.3" 3.8' 5.0" 18.25'10.3' 3.8" 5.0' Vcap6b)=232.50 72 5.3' 14.0° 10.3' Vpp{Its}=232.50 72 7.0" 5.0° 5.1' 3.7° -1 _ U' Q- ANCHOR NOTES: i LL 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 T7'). 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL&ANCHOR TYPE.SELECT DESIGN LOAD 6.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING.FASTENER SHALL BE LOCATED IN CENTER OF GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO NOMINAL 2"x 4'(MIN)WOOD STUD(314"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL BE SHUTTER SPAN. SOUTHERN PINE,G=0.55 OR GREATER DENSITY.LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. \ -1,� CENSE LDRAM-Nl- os-oz-ts 3.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION{SEE MOUNTING DETAILS ON SHEETS 2 7.*DESIGNATED REMOVABLE ANCHORS,WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS, &3 FOR IDENTIFICATION OF CONNECTION TYPE). 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE _ YIPING WANG P.E. AS NOTED 4.ANCHORS SHALL BE INSFALLEO IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. ;FLORI R��� E >TI0 EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT). DDjC><R✓ViSEi W#55983 sL 5.WHERE EXISTING STRUCTURE ES WOOD FRAMING,EXESTING CONDITIONS MAY VARY.FIELD VERIFY THAT 9.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. _ `YFASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS 10,tM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPTABLE FOR USE. SL4 pYyingu►th tho$ [yu C.A,N.&8677 >dcY iz-asa ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. I#ui)ding>�do ACCCplanco h0 _0 6-.��,�� %.I •. ,lel f•BRAAINC N0. Rxp >an i)ata ✓, I 012-32 AZt i Da arir t I?} ` 4 OF 4 uct on of I ,JUN 0 2 2015