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WS-16-2337 � � �1�� l�C� �. �� , OR S - 33 7 '. 9"oa tQ Miami Shores Village77 1 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ° Phone: (305)795-2204 �tiinm� ' Expiration: 2012017 Project Address Parcel Number Applicant 9312 NE 9 Place 1132060070070 Miami Shores, FL Block: Lot: NANCY SMITH Owner Information Address Phone Cell NANCY SMITH 9312 NE 9 PL MIAMI SHORES FL 33138-2972 Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 THE CONSTRUCTION STORE INC 954-895-5572 Total Sq Feet: 0 Type of Work:INSTALL ALUMINUM STORM PANELS&ACC Available Inspections: No of Openings:20 Inspection Type: Additional Info: Shutter Final Classification:Residential Shutter Attachment Scanning:1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-8-16-61045 DBPR Fee $4.50 08/18/2016 Credit Card $50.00 $276.60 DCA Fee $4.50 Education Surcharge $1.20 08/24/2016 Credit Card $276.60 $0.00 Notary Fee $5.00 Permit Fee $300.00 Scanning Fee $3.00 Technology Fee $4.80 Total: $326.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA IT: I certify that all the ore ' info r ation is accurate and that all work will be done in compliance with all applicable laws regulating construction�d oning. Futherm ,I a e the ab a-name ontractor to do the work stated. August 24,2016 A thorized S' na re: r / Appli t / Contractor / Agent Date Building Department Copy August 24,2016 1 Miami Shores Village -� ' 182016 Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ✓ FBC 201�( BUILDING Master Permit Nc PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION o EXTENSION ( ZENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: >Miami Shores County: Miami Dade Zip: Folio/Parcel#:fir°--3,2,04� Is the Building Historically Designated:Yes NO ►�� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder)..-hk � :a /L�c g/� -54. 6( - Phone#: /ac51,-;, Address: City: State: 6 Zip: Tenant/Lessee Name: Phone#: 7,�p--Zj;�SSD®/ Email: /1_ CONTRACTOR:Company Name: `-- �oo.� � �o� G'. Phone#: qs`/-a 3 Address: City: C ®EL '1t1 State: zl Zip: 4 s Qualifier Name: =t -N. Al -L Phone#: State Certification or Registration#: ®5�� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State:: Zip: Value of Work for this Permit:$_ )Q® ' 0) Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1A S-A. iw U(-I '-c--TZ�CN 75N jo-S F C l (fit) Specify color of color..thru tile: Submittal Fee$ - LAI) Permit Fee$ �' �� CCF$ �C-9 CO/CC$ Scanning Fee$ C-1-3 Radon Fee$ ' 96 DBPR$ Notary$ Technology Fee$ TQ' Training/Education Fee$ -26 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (0 (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Ov6kR or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .�Y day of 20�t�. by day of .v 20 by who is ersonall known to /T ,who i ersonally known o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Mw Print: .. 49GMRTOCUESTA Sea I: * # MY COMMISSION#FF 1111 g3 Seal: c My COMMISSION#FF 189093 EXWIRIS:ApM 27'20% * * EXPIRES:April 27,2019 "'440 B PRHi Bot lty Beet i0�9�ov��oF Banded tare Botlget Noiory kMoa APPROVED BY v� �`� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF O , ; DIMMUMENT E � AND PROFESSIONAL REGULATION . # '1940 NORTH MONROP STREET SIN (&50)487-1395 EE FL 32399-0783 FRENCH,KEITH MITCHELL (THE)CONSTRUCTION STORE INC SW 98TH WAY COOPER CITY FL 33328 YERfarm boxers to $, STATE OF FLORIDA .� DEPS _ T Of BUMINES}H D Every day we work to improve the wry we do businessto CGCO57181 �.,�� }79C1t201 gem you better. FLIT kylbrInadon mut our services,please tog onto wwwAwftrlftfftense.corn. There you can find mom inkftnAtion CERTIFIED GOMM= �TL1F� bona and thea that mire about kpad yousubscribe FR Chi, ti3 ISIELL . in ir{3itt h "` Out n at the Depamnent is:License Efficiently,°,R egtdl Feirty. W: We I strive to Serve you tester so that you can serve your r kyou for doing business inFICddct, IS CERTIFIED under the provisions'of Ch.489 Fs. and congratAstions on your now I' ! .2016 LUMOM404 DETACH HERE RICK SCOTT',GOVERNOR KEN LA ton,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINMAND,PROFESSIONAL REGULATION CONSTRUCTIONIINDUSTRY LICENSING BOARD ,z The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provWons of Chapter 489 FS. Expiration daW. AUG 31,201+8 FRENCH, KEITH MITCHELL • (THE),CONSTRUCTIOI+I S " 1, 11 58fi 9it OPER ary --F 33328 n IRMIFn• 074""14 r}I.SPI AY AS RFOttIRFD BY LAW SEO# L1407010001404 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1395—954-331-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: ipt#:G HAL c CTOR (OMEML i Business Name: CONSTRUCTION STOKE INC THE Business Type:co CTOR) Owner Name:KEITH MITCHELL FRENCH Business Opened:lo/o1/1996 Business Location:5580 Sw 98 WAY StavelCauntylCerttReg:CGC057181 COOPER CITY Exemption Code: Business Phone:961-4166 Poome Sesta Emptaytes r�laCh�s P lanak 1 7"40 SWAG"only Numtrsr of A�chln Yetui T Tax TmAsW Feel NSF Pee Penefty Pyr Years C0110011M Coat TOW Pad! 27.00 0.000.00 0.00 0.80 1 0.00 27,00 I t THIS(RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Sroward County and Is non-regulatory In nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business Is legal or that it Is In compliance with State or local lam and regulations. Melling Address- KEITH MITCHELL, FRENCH Receipt #ICP-14-00019922 5560 SW 98TH WAY Paid 09/04/2015 27.00 COOPER CITY, FL 33328 2015 . 2016 CONST-2 OP ID: RJ CERTIFICATE OF LIABILITY INSURANCE °0 1 D°�' 07120/2016 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(Sh 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 WANED,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 NAME: David Kennedy Olin Hili 8r Associates Inc. FAX 2804 Dei Prado Blvd.#147 c •238.9454900 AIC :239-9454163 Cape Coral,FL 33904 A te David Kennedy ;david linhiil.cam IVSI! AFFORDING COVERAGE NAIL INSuia:RA:Owners Insurance Company 32700 IND The Construction Store Inc INSURER B: 5580 SW 98th Way Cooper City,FL 33328 INSURER C: D: ER D INSURER E SURER 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. L TYPE OF INSURANCE INSO WvD POLICY NUMBER MMIDDIYYYY LIMITS A X COMMERCIAL GENERA!.UAsuw EACH OCCURRENCE $ 5W'000 CLAIMS-MADE a OCCUR 20521786 10/0612015 1010612016 PREMISES Me occurrence) $ _ 50,00 MED EXP(Any one person) $ 5, PERSONAL&ADV INJURY $ 5W, GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 1,0w, POLICY ECT f7LOC PRODUCTS-COMPIOPAGG OTHER: $ AUTOMOBILELLIMIT LIABILITY Ea accidend._..__... $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS Y AMA $ HIRED AUTOS 1AUTOS01OWNED Per acc(errt S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LPAB CLAIMS-MADE AGGREGATE $ DED RETENTION S $ WOR} COMPENSATION AND EMPLOYERS*LIABILITY STATUTE ER____ _- ANY PROPRIE'ORtPARTNER�CUTIVE Y 7 N E.L.EACH ACCIDENT $ OFRCERtMEMBER EXCLUDED? E-1NIA (Marulatary In NH) E.L.DISEASE-EA EMPLOYEE $ "LI. describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATION!VE14CLES(ACORD 101,Addhiotml RemstM Schedule,tray be atffitlted X mere space is required) CERTIFICATE HOLDER CANCELLATION MIAMI-2 SHOULD ANY OF THE ABOVE DESCRm®POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Building ACCORDANCE WITH THE POLICY PROVISIONS. Department AUnOFdZED REPRESENTATIVE 1050 2nd Ave Miami Shores,FL 33138 ®19 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD JEFFAIMIM CHEF FWAU=kLCFFWM 61ATE OF FLORMA MWARTMIEWrOFFMANCLALSEMWES .* TES -. Y I hs cWhWs OW th&Mdwka Wild bolow has eloded to be 1t law EFFECTME DAM 1 4 EXPMTM DATE: iorjyme MUNIHM NAME AND ADDHEW THE CONSTRUCTION STORE INC .55W SW Vb Y COOPERCfrY FL 33328 SCOPES OF sussim an :. UCENSED GENERAL G CONTRACTORtR T "04"amawft emu mVw Mhts OrMWZ#a nD bW M&Gftgwa oto C ATE 11 TOB x-13 ( !3 s • ��,� Miami Shores Village YRPCOVED 6g9,20-�� Building Department SEP 14 2°'s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 13y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 20N BUILDING Master Permit No. WS 16 - 9�?�21 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS XCHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS q JOB ADDRESS: 13 12.. Q C PL_ City: Miami Shores County: Miami Dade Zip: 3:3139, Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: AA Flood Zone: BFE: r FFE: OWNER:Name(Fee Simple Titleholder): 1'% od -7)"C6 `� Iy owt&-A c., M MI Phone#: ��Oo,�S ��l Address: 312. NE- q PL_ City: �rQ YnnJState: Zip:_ 2313R Tenant/Lessee Name: y Phone#: Email: A rn' 'e S Q4 be 1l sz buih c n e CONTRACTOR:Company Name: ?X 5 61"Z71 L/O�_o Phone#-3US_ Address: 7-1, 6-1 ,,� City: /�,ems"4�1P �� State: �' Zip: 05/,59 Qualifier Name: 6711'r �� f��s�.�r'ax�tt Phone#s.01-2®GS' State Certification or Registration#: r 6'G l�� `�®� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: GH"k or-- c_0,.-yz'&e_-r Ca' Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$�� (Revised02/24/2014) l ' 40' Bonding Company's Name(if applicable) Bonding 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Signature Signature NER or AGENT CO RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this � day of ' WrQ1L ,20 `� ,by 3 day of gPT6Ay V —120 by b.N M V� who is personally known to MOO—/1.(>n L4167_ .w-------------------- ho afty known ta_ mor who has produced as mor who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: Prin Print: Wo"PUMIC 8aM of Fb*% Seal: Jeffry J Y8omm *�) Story Publb Bab o1 RI011ds My Coiallon FF 188481 Jethy J Y80 Enphn 11/1212018 1 My CommisaW FF 188481 , E)q*W 11/1212018 *************************** ***** ************* ** ******************************************************** APPROVED BY } Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ♦ 1ORs pi << Miami shores Village su "Boom Building Department �tORtDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. V `7 ) Owner's Name (Fee Simple Title Holder): 01 C C ► �r1 !'� I'� Phone#: �, , C- ��Jl ) Owner's Address: _ ;�� ;r 0 - city: (q V �t %r6 c7A,\ Df'e `� State : I~t_ Zip Code: .33 Job Address (Of where work is being done):__I_ � 1\3 C 1 PIL— City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: �2 �_( Y15 tl 1T1�?Y� JI L!►�P, hone#: �( �� S 7Z Address: S J ,V U) S L 1! City: L no I ei-- C'� State: C_ Zip Code: 3. 3 Qualifier's Name : _X�i f`) �reLic. Number:CGc (� 7 l Y j Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all lege involvement. Signature Signature ,&414,,mW Owner or Agent ontractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this a da � �, I 1 w Y of 0)U.by (•�L l�l-1 t r -L l�c t. this day of 201�by hffiWKY Who is personally known to me or who has produced who is nam=4 known to me or who has produced LCL- ( S Z S\ cs 3 as indentification. as indentification. Notary ublir Notary u 'c Sign: "`"N u !A AVIEES Sign Seal: �A; Nnrary Public - State of Florida Seai " � ao t+ ' ' Comm *t FF 24192 FF 16MI Expoi My comm. Expires Jun 6,2017 11112=18 THE CONSTRUCTION STORE, INC. Date: 6V,11 Ed (6 State of County of l tk r Vie Before me this day personally appeared who,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: Sworn to(or affirmed)and subscribed before me thisday of U sv�T 20�,by 1TWE ,l- �«N N4 Personally know OR Produced Identification Type of Identification Produced T L `tj Let-a6a t P int,Type or Stamp Name of Notary �GAW o4s, Notary State of Florida 9 S111dia AivarQ7_ + MY CQmMiS,%ifn PF -Q`o'l +Ida Expires 03/03,2018 1567`q ORE C.1936 Gf Miami shores Village Building Department NrEe- pe 10050 N.E.2nd Avenue 4P�ORNp' 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 BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS., Signature: Owner State of Florida County of Miami-Dade /� The foregoing was acknowledge before me this I � day of AUGQ ( ,20 . By �.n(G� C1Jl:; �j'(r� who is personally known to me or has produced L 'D-QA WET,' . Ckt)Et`DE^ as identification. Notary: SEAL: Y aUd No-anY,Pklh''o state of Florida pi!,ocr-mission cF 1567;0 s 'P res09!03,201a L /. "'A_PV'^JS!+.Y,']'`ctiA•S�`Ti' '4' ""k' "`$C Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204• Fax; (305)756-8972 12/10/2015 To: Current Owner 9312 NE 9 Place Miami Shores, FL 33138 Permit: BP2005-1382 Address:9312 NE 9 Place Miami Shores FL Date Expired: 3/21/2006 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better,we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance,or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, i Ismael Naranjo (CBO) Building Director Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 3Z ' t Permit No. Opgng. Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Re uired Impact or ffoor or Mullion um eres n ressurePressure Size Yes No Yes No Yes 7 Ro- LAL. + PSF -)PSF + PSF (-)PSF i ' -7 .?. + " t i + -r 1C 99 d ' 4. x • Z x SSSS . l TV IA 0 SSSS . SSSS 3 ,e SSSS . SSSSJ7 2-0 Soso . . +zn_ 73,2 0 • � X 93`2, r�l� 2 AL . w 3 313 8 8888.. . . . 8888.. 8888 . 8888 . 8.000. .0 . .. . 0 0 8888. . .. .000 . 8 8888. .. . . 8888.. 0000 0 8888.. 8888 0 0.0 0 . P . 000000 0000 . 0000 AI(o 0 0 0 0 0 0 "3= 0 0 0 0 0 0 0 J . o uMu"karw frotectlon ftoducts I o nc O 72119V 791fi Terrace O O 9KeaTey.. F&rida 33166 O Thow. (305)805-7050 O 'Far. (3 05)805-7058 O O -Accordion Shutter Product AprroyaCAuthorkation Form O O O IDwrWr. AuiUv'W Offik ia f. O O Q We are the Dade County Notice of acceptance faofderfor the `Ji7100!gccordum Q Sfiutw under renewal num6er 03-0717.07. (Previous number 02.0605.07 O O O qis letter a�:}t es l k g use to our pmduct at tfiis O j06,p .2 AI1C�� A O O 0 O 0 O 0 O Sinter O (Pablo.7. Rows .. . . . . . . .. CEO Cjuarirwn Mutricm .. • • ' . Thotectron 41Yoducts, Ina . .. . . . . ... . 000 so: *.: . . . .. O . . ... ... .• . O oo 0 Do go . . . . . O . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 MADDEN MANUFACTURING CO. INC, 1889 N.W. 22ND. STREET.......POMPANO BEACH FL. 33069......800-272-2071/FAX 954-960-0567 BUELDING DEPARTMENT DATE / Z / o ------------------------------------------------ --------------- -------------------------------- ------------------------------------------------ To whom it may concern: We are the authorized manufacturer of MADDEN MFG. STORM PHLS. UNDER PRODUCT CONTROL NUIVBER of-a:;,j 3 , zo THIS LETTER AUTHORIZES- TO USE OUR ABOVE MANED PRODUCT IN ACCORDANCE WITH . APPROPRL4 TE COUNTY CODES, IN ADDITION, ALL PRODUCT APPLICATIONS ARE TO BE STRICTLYADHERED TO. ALWAYS REFER TO SUBMITTED ENGINEERING. JOB LOCATION CONTRACTOR --,.------------------�. 00 00* 00 0 000 d¢r�c4 :66Ie•_yf�s✓L�� f{� �®��1••�� L1 GJi�.L`T�. I/��•-- • •• • • • • •••,, • ADD. �s'�os g G�,q,r A�Q•_._.y'FIz . . ... ... .. . • CITY/ZIP .. � .••• I %��P�� S ? �' r , M I A M I-DADS MIAMI-DARE COUNTY,FLORIDA ® METRO-DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DMSION MIAMI,FLORIDA 33130=1563 (305)375-2901 FAX(305)375-290-9- NOTICE AX(305)3752908NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products,Inc. 7211 N.W.79*Terrace Miami,Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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: HT-100/Aluminum Accordion Shutter APPROVAL DOCUMENT:Drawing No.03-814,titled"HT 100 Accordion Shutter",sheets 1 through 7 of 7, prepared by Knezevich&Associates,Inc.,dated October 17,2002,last revision#1 dated December 4,2002, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. ` MISSILE hIPACT RATING: Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statemenu "Miami Dade County Product Control Approved",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&renews NOA#02-0605.07&consists of this page I &approval document mentioned above The submitted documentation was reviewed by H�elffmy A.�Mak/ar,,PX. i 9J��`1•/'[✓i�/�—� NOA No 03-0717.01 Expiration Date: 08/24/2008 :{ v8/Z7/°3 Approval Date: 08/27/2003 Page 1 • e M I AM I RADE iINI IAM I-DAD S COUNTY, I .Mll m METRO-I AAF, FI.A iI.I•:1Z HUILDINU BUILDINC CODE COMPLIANCE OFFICE (13CCO) 141)\VEST FLACLFR STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, I-LOl IDA 331 30 -1 563 005)37"1-2901 FAX(305) 375-'9US NOTICE OF ACCEPTANCE, (NOA) Madden \Manufacturing Co. 1889 N. W. 22ii1 Street Pompano Beach, FL 33069 SCOPE: This NO:\ is being issued under the applicable rules and regulations goyernulg the Ilse OI Construction matcrials. The (10CLIMCIltatiOn submitted has been reviewed by i�•liami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where alloyed by clic Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The i\liaml-Dade COUnty PCodIICt Control Division (In Mianli Dade County) and/or the Al-11 (ill areas other than Miami Dadc County) reserve clic 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 II1,111llfaCtUrer will incur the eXpeilse Of SIIC11 testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is dotenllined by (Miami-Dade County Product Control Division 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 Hurric;lllc Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUIti1ENT: Drawing No. 00-380, titled 4'0.050" Aluminum Storni Panels", sheets 1 through 10 of 10, prepared by Knezevich &- Associates, Inc., dated Mirch 6, 2001, last revision �2 dated February l9, 2002, bearing the Miami-Dade Countv Product Control Approval stamp with the Notice of Acceptance number and approval date by the 1\' mail-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small lN-lissile Impact el L:\BELING: Each Unit shall bear a permanent label will the mallUf1C(urcr's naille Or logo, city, state and Following statement: "Nlianli-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has becil llo change in the applicable building code negatively affecting the performance of this product. TER;NIINATION of this NOA will occur after the expiration date or if there has been a revision or change iii the materials, use, and/or nlallllfacturC of the product or process. i`lisuse of this NOA as an endorsement of;lily product, for sales,,advertising or any other purposes shall automatically terminate this NOA. FailurC to Comply \%[Ili any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words lNllaml-Dadc County, Florida, and Followed by the expiration date may be displayed inadve�Gisiilg.4it�a�ir�r•It�ai�y�>'ortion of the NOA is displayed, then it shall be done in its entirety. •• • • • • • - . .. . . . . ... . I;NSPE TION: A copy of this entire NOA stietTl the nl;uuifacturCr or its distributors and shall be available for inspection at the job site at the requCst Of the Building OfliCial. This NOA revises and renews NOA �l 98-1•i�Oi9 and•ec�n�ise� of�11s p+tom l as well as approval document mentioned above. •• • • .. . . . . . . . . . . 'I'hc submitted documentation was reyicwcdela:• 11t1my A.IM!, ar, P•k• •.• ' NOA No 01-0313,20 v - •i� i i i i �i� i i Expiration Date: 03/13/21104 {: • • • ••• • • • Approval Date: 03/21/2002 2.420" 4 4 8.911 .966" .875". 8 3, 1,840" L.83.640** MAX. In M j,83t'.87511.48 - M) : " -.125" 1.840" 2.420" 1.685" %0 �' 0 . 0 CD CD .483" -6001620' F4 t t 2 rt 2 -t 2 N 900 in 945" .600'L620' 165"600" -.% 1.533 01 (TYP.) 025' L N rt 1 t 1 Lnj .0551, co -------%,- (T Y P.) t rt r- 1,250" 0 2 4 1 HOO R in 0 .050 t I 1-t 21 2 0•- ".4 t 2 . . t jo. m I ��TYP. 2)f u 1144 an 0,0 N fm 0 2 0 -4 %0 C> 90' END SLAT 600" r ti 1 91.5 2 in t2 t2 z _t jLn fn 1 41 C> %D .0551, % 600' 055' t4 r- SCALE:HALF SIZE 7.107" ti in cy,4 (TYP.) 641" s 4 1 c� 17 p! 1.250". 9 . Z t2 40 vi t 0 %0 LU U 1 in 4- 1 1 r- .136" 1.250" N ti- 1.533" T 985- W t 1 t1 .055' -t3 05�::j t2 tj .076 (TYP.2) -0 it -097' 1 ti= 055" .326" 0.. um 1 .620" 0. 1 m tl 72 .0551, 2 50 1 .076 LO 0 . m :f HEADER-CLG. 12�:j .500 01 3.283" .050-J W,L' . '4 M MOUNTED HEADER-WALL MOUNTED 0 in CC E O SCALE:HALF SIZE SCALE:HALF SIZE ALTERNATIVE v 8 cl BUILD-OUT WALL HEADER MOUNTED (�)ADJ. SILL-TOP (�)ADJ. SILL-BOT. caz .SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SCALE:HALF SIZE ADJ. SILL-BOT. FLAT END SLAT 0 %ft5OSILL-WALL (s SCALE:HALF SIZE SCALE:HALF SIZE z v.9 1 0 Lo o Lo 3.993" Lo 4.478" 2.77 2.984" 3.245" 3.465" c L 2.586" 3.267** >z 1 A Op8a ADAPTER SLAT 2.795" 3.049" Lu SCALE:HALF SIZE N o ZZ 0 u UP& N r4 52' 1655 r,) N '165" I.D. ri :2 ,1 D .2185" O.D 4.078" 48" :26OV"'eb Av'h7_ b. 4.534" in om in in D D. c .168 .248 TYP. SLATS )60" .060' c� c� .060" 0' OSCALE:HALF SUE )60" 0 60 1.0391, .060' 1.039" av C> 0 C m 901, rr 01 .060"- in rq 60" 3. 60" Lq .060" .060"- u� o GENERAL NOTES "60- 1 60" 45' 60 0 co 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH T1 i I- i - I - 50 Lv.600" t 1 t2 2 1.19" 3.. t 2 [ t3 98 THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY 0 in j MI 0 MIAMI-RADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING .080 in CODE.2001. .080'0'0 .442" 1 %0 -P#42L 0 r,44 250"-� 2501':� 0 .9 .942" a 2, TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE .949" .949" 31 0 APPROVAL DOCUMENTS,NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE 1 '.659" .1 1 t69" A FASTENER ANALYSIS. 1.3911, 1 - 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 1.8911, 1.891--2.10 -1.3.3- 1" 2.101" 0 u D I to THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 0 WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd.0.85 SHALL BE USED. OCENTER MATE 1 OCENTER MATE 2 OCENTER MATE I (W/LOCKING ROD) CENTER MATE 2 (W/LOCKING ROD) 0 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Do FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. I n S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA 0 ADMINISTRATIVE CODE. V.J.KNEZIEVIC "I PWFESSION" a. .040" JNGI CL 6. THESE APPROVAL DDIUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR FL Ucum 001 PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 14* HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES ST Al..L ESS'S TEEL P\ 12 .375" .956** q322• 2 NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES ASSEMBLY DETAILED HEREIN. .320 517" .n 14 .320"0 HOLE .485" in 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL-C)OCUMENTS WILL VOID L --A IND T---1 15" THE APPROVAL DOCUMENTS. C> NYLON WHEE . 1 .222' I in RIVETED IN m 0 50 r 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N 058.. PLACE 1 97 2 ZE .0 BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: .058" In L22" A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND �n io 80, 0 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL 1.100" 14�.251 .230" 1-co 76 88 7 AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE 0 PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL �300, MAX.I I Ifir THICX STANLESS STEEL U) GRANTING HIS/HER APPROVAL. 2" MIN.-S" MAX. TYP.AT EVERY OTHER 1.400" a INSIDE JOINT AT TOP. TOP BOTTOM MAX. CARRIER 8) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 2 SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. DANGLEO ROLLER ASSEMBLY BUSHINGS INSERT LOCKING ARM CWHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANESCALE:HALF; SIZE 12 SCALE:HALF SIZE 2 SCALE:FULL SIZEE 13 SCALE:HALF SIFE_ (14.SCALE:HALF SIZE B- SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. ZONE AREAS, ONLY OPTION 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: a) GUARDIAN HURRICANE PROTECTION PRODUCTS,INC- c t 1-.r 0.0 MIAMI.FLORIDA 10.1 -550". MIAMI-DADE COUNTY PRODUCT APPROVED .472" I.D. .360' 801, 435" R PRODUCT REVISED 2.373- t 375" R 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE .612" O.D. t C) .135" R as com -tb the Florida WITHIN 18-OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE a, 1.158-�L40" t odes" a* _., _ 0 : 0 HURRICANE PROTECTION. lk4 0 -1 .505" R 0 6 0 14 m 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, "buthn sit 12. ALL SCREWS AND BOLTS TO BE 2024-74 ALUMINUM ALLOY. STAINLESS -t 2 V. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. 42 mi o 01j- :4 t2, � '-.315" R in .211' STEEL L _1i r.U.O.N. date .2 n 1 V15 0 00 0 0_a 151' ED o POP RIVETS TO BE 3/16-0,5052 ALUM.ALLOY, U.C.N. 1 055" .4--53! a, - E 1.3501, .076' t .200** 1 1500" 2 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Pt 40"* • • VJK .2 14. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE (OPTIONAL) • • drawing ne REMOVABLE ANCHORS SUCH AS POWERS CALK-IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED 'TH.E U.S. OATENT AND TRADEMARK WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE .•••i V03-81 LOCKING CLIP if.*.- OFFICE. PATENT No. 5.755,270. FLOOR MOLINTE'.1 BUSHING (NYLON'.....-.- SHIM (NYLON) -40 0 0 0 CL SCALE:HALF SIZE SCALE:HALF SIZE (D7 SCALE: HALF SIZE S8 SCALE.HALF SIZE Lsheet 1 0 VARIES - NO LIMIT SINGLE ARM LOCKING c R BUSHING 22 ,M MECHANISM AT CENTER NYLON 12 , a SECTION TOP TRACK LOCK MAY BE INSTOR SIDE OF ALLED ON HANDLE 2-1/4' INSIDE OR OUTSIDE OF SHUTTER I I ig7/16" O.D. 0.63" LONG NYLON BUSHING PLAN N Z VIEW x.50"0 I I 8 00 1*11 CL ( -. o Z � N Q ALT. LOCATION OF Z uz R o 8 z EL N N #10 x 2" SMS. MANUFACTURED ZF. R R �, - LOCKING MECHANISM F (DOES NOT REPLACE FROM #410HT OR 18-8 STAINLESS —in % - W in Z AT SIDE SINGLE ARM LOCIO W/ XYLAN 5200 FLUOROCARBON _F m o ,., STEEL W/ XYLAN 5200 FLUOROCARBON t„ W � SINGLE ARM LOCK OPTIONAL CLOSER HANDLE COATING & .460"tD x .050" THICK 300 ,,,� o C u N.T.s. N.T•s• SERIES STAINLESS STEEL WASHER o. to F-o 0 0 �'w w (TYP. TOP & BOTTOM) in S'.;.SLE ARM LOCKING —0 N w ZZ Q ME,NANISM AT CENTER X N a > OR �IDE OF SHUTTER. NYLON V d o M LOCr' MAY BE INSTALLED ON HANDLE 8 0 • W s Q INSIDE OR OUTSIDE OF SHUTTER N� u x N 2-1/4' I I 3/8" O.D. x 0.90" LONG NYLON Q W > ' I I s o BUSHING 2® E a N v #10 x 3" SMS. MANUFACTURED 2,z„ o LL ,•, o LOCKING MECHANISM USED WITH PIECES 9a AND io FROM #410HT STAINLESS STEEL V $ BOTTOM TRACK CAN BE [off 18" ABOVE .ii 0R BELOW CENTER (DOES NOT REPLACE W/ XYLAN 5200 FLUOROCARBON —T r o (SEE GENERAL NOTE 10) COATING & .460"0 x .050" THICK 300 CD >� N ~ SINGLE ARM SERIES STAINLESS STEEL WASHER w!-, " e in LOCKING PIN SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (TYP. TOP & BOTTOM) ';N In I o TYPICAL ELEVATION N.T.S. SCREW BUSHING & ROLLER/ Zo Z N.T.S. SCALE:1-1/2" = T-a" N.T.S. BUSHING ASSEMBLY xv MIN. SHUTTER SEPARATION ao MIN. SHUTTER SEPARATION SCALE:HALF SIZE o FROM GLASS. (SEE SCHEDULE FROM GLASS: (SEE SCHEDULE • w FASTENERS 24" O.C. SHEET 5). DISTANCE TO BE ASTENER @ 24" O.C. SHEET 5). DISTANCE TO BE r♦ (SEE ANCHO SCHEDULE MEASURED FROM BACK OF FASTENER ((�� 24" O.C. (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER (R 24" O.C. 0w v FOR ANCHOR] ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCH0�2 SCHEDULE 2" MI FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE 2•• MI O O at° INSIDE. ANCHOR). INSIDE. ANCHOR). am V 0 Mtr W. v: O W Ftr 3° INSIDE CLpSURE EXISTING I�'SI HANDLE W/ EXISTING O �`c of SHIM ANDLE W/ GLASS 6a O SHIM GLASS 6a r Ca �� .r 0 \ O C 34 '0... o Z I —Ll 18 t, Z 18 10 i0+ r� U3 100" O I 13 100' 13 2 8�--f 14 �.'� OJ of 14 0 (TYP.) c (TYP.) n j (TYP61-1/Z" (TYP.) 9a J 17 6-1/2" RV EZEVIC / y�' PRowsswN� ING EL SINGLE ARM LOCKING - MECHANISM ASINGLE ARM � CENTER X MECHANISM AT CENTER CK' OR SIDE OF SHUTTER. OR SIDE OF SHUTTER. LOCK-MAY BE INSTALLED LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE ON INSIDE OR OUTSIDE OF SHUTTER OF SHUTTER OPTIONAL PLAN VIEW = TYPICAL PLAN VIEWU 20 SCALE:3" SCALE:3" = 1'-0" SCALE:3"n 1'-a" c c 4 & 16 3/4" MIN. 3/4" MIN. SSE LY u EE FASTENER SCHEDULE 1-1/2' MAX. SEE FASTENER SCHEDU E 1-1/2" MAX. • c PTIONAL LOCATION • c REF CONNECTION ANCHOR S 4 SSE I T 1' x 1" x 1/8" N y o I I 1" x 1" x 1/8' SCHEDULE FOR MAX, ..• • • • . • .. o ALUM. ANGLE W/ OPTIONAL • v ® 3/16" POP A ACCESS HOLE SPACING 3/16"0 POP i i '•i i l i i • M a v RIVETS (al 6" O.C. EXISTING EXISTING • '• ' • • • "' ' u STRUCTURE ••' ••: '•: `•• ••� j ISTRUCTURE m PRODUCT REVISED c / / i With the Florida • • as COID •• • i o l / J r LoPTIONAL -JOINT BETWEEN �1 JOINT BETWEEN SEE SECTION L ON SHEE1'•i. : . .'A �0 :1°� "�' �•�I •~ DRILL 5/8"0 HOLE FROM SEE SECTION B ON SHEET 3 REMOVABLE AND FOR COMPLETE INFORMA M • • Es OnDaTt� GS �- BOTTOM OF EXTRUSIONO REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL •T� • • ' • ' FIXED SILL C4 CONNECTION TYPE °af` la/17/ BEFORE ASSEMBLY FOR CS CONNECTION TYPE REFERENCE ANCHOR By o TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. i�IDlpa mdettcentral scat• draw SCHEDULE FOR MAX. SPACING AS NOTEO SPACING ••• • • •• . • C • • • ■ • • design by cAec Wit PLAN VIEW SECTIONS PLAN VIEW SECTION T • • • • • • • • • • • •• •• • • • •• •• f drawing nc ___ - r.--- reg w ry ,�.: nac .� ;-.:. REMOVABLE FLOOR TRACK DETAIL r-7- M 11 CONT. - FOR LARGER SPANS EXISTING CONCRETE, MASONRY I E TWO 2" x 5" AL. ANGLES OR WOOD STRUCTURE. SEE EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONR OR wooD STRUCTURE. SEE OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE tSEE SCHEDULE 1 TYPE C) C2 CONNECTION HOE ANCHOR SCHEDULE, TYP. <• ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. REFERENCE ANCHOR ANCHOR SCHEDULE, TYP. CZ CONNECTION TYPE E0.E0. EMB. . C1 CONNECTION TYPE SCHEDULE FOR MAX. Z" x 2" x .050" ALUM.TUB REFERENCE ANCHOR SPACING BUT DO NOT MB TYP. TOP & BOTTOM REFERENCE ANCHORSPACING- EMB. o EMB. ' SCHEDULE FOR MAX. 5/8" MAX. SCHEDULE FOR MAX. EXCEED 8-1/2" SPACING SPACING SPACING 1/4-20 MACHINE BOLT W/ _ TY UT 0 12" O.C.(TYP.,TOP _ ROLLER ASSEMBLY i�Zi C4 CONNECTION TYPE BO'T'TOM) „ 1/2" 00 1/2" TYP. EVERY OTHER P-fN w REFERENCE ANCHOR :�` L7Ln ►- O ui m o z S O O N O � ' ..<; ::. . , SPACINGSCHEDULE FOR MAX. 0- 1/4" w p 1/4" MAX. _N Ow p 1/4" MAXE; 1/4" MAX. NF c a x: _ 1 t EDGE Z z Qr LUU o v ~— Iz MAX. _ z ar' z DIST. Q aw a aw t-� `" a a aw SEE TABLE 2 a� a to �m ao I � a 8 �m GLASS w WRQ SEE TABLE 2 3Q SEE TABLE Z a 3a ud m .o a 3< OR DOOR vi ►- w o� "'�~ P q W x SEE TABLE 2 of • 3/16"0 POP RIVET e p pW 8O �W p ap O #1D.C.KT CR W 4 a-J ASS pap .., � � > G ASS = p X su 0.ap ASS 3-3/4" MA = Xp DDDR 3-3/16" W Xw az ==$ W LDOOR in w a ciy- N 3 E OR DOOR in Xw 4O&O a w a= MAX. S z _a a2 X= ALJ. ANG X 2=v X zu z .• x ASSEMBLY E u GT to = X T_u Q ��EE DIRE ION a wN a w to p +•+ a w(A 1" x 1" x 1/8" Ev) (TYP.) f w u c Y_ w ALUM. ANGLE In _ N o F w a E= W/ 3/16"0 POP 3/16"0 POP RIVET >� 12 � 1 ~ o = — RIVETS @ 6" O.C. @ 6" O.C. (TYP.) 1/4" MAX. w u�_j .. WO 1/4" MAX--Jout 1/4" 0 1/4" WN w MAX. w- MAX. z z ,- o w 1/2" OPTIONAL FASTENER - w p Zo N — LOCATION IN LIEU OF ANGLE 1 TOP & BOTTOM = /2" 3 SUPPORT - ST AGGER C1 CONNECTION TYPE C2 CONNECTION TYPE EMB. C5 CONNECTION TYPE I ANCHOR 1/4" OFF CENTER REFERENCE ANCHOR EMB. o C2 CONNECTION TYPE 5 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR REFERENCE ANCHOR r SCHEDULE FOR MAX. REFERENCE ANCHOR REFERENCE ANrHOR SPACING SCHEDULE FOR MAX. 1/2' SCHEDULE FOR MAX. SPACING BUT DO NOT w SCHEDULE FOR MAX. EXCEED 8-1/2" SPACING d �' e SPACING SPACING SPACING MB ' �•11 CONT. - FOR LARGER SPANS �� m p 5/8" MAX. E TWO 2" x 5" AL. ANGLES 5/8" MAX. OD -cmc (SEE SCHEDULE 1 TYPE C) «. V jr;;( /8" MAX. + _! wv)l a CEILING/INSIDE MOUNT SECTION BUILD-OUT MOUNT SECTION OSCALt 3"-T MOUNT SECTION 0 p'a xa, OWALL MOUNT SECTION OSCALE:3" = 1'-0" OSCALE:3" - 1'-0" l 3" 1 D SCALE:3"a 1'-0" T_ ME. o A SCALE:3"- T-0" I W 1` j 4" x 1/8" 6063-T6 ALUM. EXISTING CONCRETE, MASONRY EXISTING CONCRETE. MASONRY CONTINUOUS PLATE W/ «N• r" 3a, I /OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE I I I THREE 1/4"0 WOOD LAG m zQ ANCHOR SCHEDULE, TYP. OR SCHEDULE. TYP. WOOD - o ANCHOR . EXISTING SCREWS WITH 2-3/4" TRUSS OR RAFTER p�- MINIMUM THREADED I N aI a� m C3 REFERENCE RENECE ANCHOR C1 CONNECTION TYPE @ 24" MAX. O.C. QPENETR. "T" IN WOOD @ U 0 C ~ SCHEDULE FOR MAX. REFERENCE ANCHOR EXISTING WOOD OR wF EACH RAFTER OF TRUSS, V {� EMB SPACING BUT DO NOT I EXCEED 6" SPACING 1/4-20 MACHINE BOLT W/ MB. " SCHEDULE FOR MAX. STUCCO FINISH I II I iZ 24" O.C. MAX. WHERE W ! NUT ((c)� 12" O.C. (TYP., TOP < SPACING MATERIAL �w PLATE EXTENDS 11 CONT. 11 CONT. & BO'CTOM) a BEYOND LAST TRUSS, _ 2t2 TYP. TOP & BOTTOM �;y�., x. C EXTEND PLATE TO NEXT VJ.KNEZEVICI sr 11/2" - PROFESSIOWL EMiN i5/g' rROLLER ASSEMBLY �12 w F "r 1/2" / TRUSS atktrne oo�o CL i1/2" r 1/2 15/6--f TYP. EVERY OTHER PON, p to 1/2" MAX. 1/4" 1/2"/._ Tm o_ j�TWO 1/4-ZO w p Y #14 SMS ((�� 24" MAX. 11 CONT. MACHINE BOLTS O 1/4" MAX.-i O.C. MAX.IN _ W/ NUT OR #14 BETWEEN TRUSSES z 1/4" MAX- -�z a'' v TEK SCREW @ 12" O.C. Zlar O aw (TYP., TOP & BOTTOM1,1[p= , zw 11 a Vi-i I SEE TABLE 2 a a_' SEE TABLE 2 aiw� m ww N°° w m 3a LL w a LL 3 ►- c 8RADOOR O 2Z UJ o1,; 8R DOOR O W O1,i >Q-' �: 9-3/16" MAX ` ina Jj �Iaj SEE TABLE 2 Xp • q ALT. ANGLE LEG DIRECTION. Xw ap = Xp aS n i i REVERSED ANGLE LEG MAY a w 2-7/8' vI w gu BE FROM ONE ANGLE OR FROM Qu MAX. X �v w� a BOTH ANGLES (TYP.). •• ••• • • • • •• •w F� a wVl w i • • i i i • • � a C1 CONNECTION TYPE I w V1 • •• go: • • •.• • o / REFERENCE ANCHOR1/4" MAX. —tN 1/4" MAX. ••• ••e •00 ••• : : ••• SCHEDULE FOR MAX. ~ SPACING BUT DO NOT _ O w 16 PRODUCT REVISED N 2 H 1/4" MAX. EXCEED 6" SPA N G U) Ln ' is comLdying with the Florida . 11 CONT. 1/2" w o C3 CONNECTION S••• '�ittwgCodo•• ••• i1/2" 1/2' 1/2" EMBED. REFERENCE AN H R• . %ccoancil+� 9-r - SCHEDULE FOR MAtX• • • • C1 CONNECTION TYPE • + • • doa Dst O o0 11 CONT. (1)CONT. < REFERENCE ANCHOR I SPACING ... • �ph`$ g 10/17/2 date EM SCHEDULE FOR MAX. Sy EMBED. SPACING 'B f� E ` ••• • • •l sc.1e dra�+r IL o EXISTING CONCRETE, MASONRY is i Control AS NOTED .F 5/e" MAX. 5/8" MAX. • • • ()Ijvidon• • • designer .neck o OR WOOD STRUCTURE. SEE EO.ECl. • • • ••• • • - F NOTE: ANCHOR SCHEDULE. TYP. • • • • • • • :.a.: vm o BOTTOM MOUNT DETAIL • •• •• • • • drevinq no. C MAY BE USED AT TOP. .HOOD SOFFIT/ •�• • • • ••• • • 3-q1 ` -fri1T M01INT SECTION ,`r ,FLOOR MOUNT SECTION r—— tXISII INGL S 1 RUPTURE 5/8" MAX. OR DODR v 2" x3" x1/4" SEE TABLE 2 6063-T6 ALUM. ANGLE W W ,D n r1 EM f DETAILS V1 & VZ F- O TWO 3/8"0 POWERS 1-1/4•' ~ m CALK-IN 3-3/4'• O.C. THREE-1/4"O THRU BOLTS , DRILL 7/16"0 HOLE W/ 1-1/4 MIN. EMBED. DRILL 5/16••0 HOLE (8, z Go IN 3 KSI CONC. iv 1" MIN. ALUM. BEAM (SEE BEAM %� 1.13~ 3.75 X Q lJz m o I z WITH 4-1/2" MIN. � �Tw SCHEDULE BELOW FOR � � ZN m * °v. ,,; � EDGE DIST. OR FOUR . BEAM DESCRIPTION & o I 1/4"0 ELCO CRETE-FLE N MAX. HORIZONTAL SPANS) o sm �' a µ' (m 3" O.C. W/ 1-3/4' Tf o °v N ¢ t .EMBEDMENT & 2-1/2" - 1/4-20 S.S. MACHINE SCREW ' N a t EDGE DIST. IN EACH & NUT (� 12" O.C. USE THRU aT w" W a Y o ANGLE BOLT OR ACCESS OLE AS 1/4" MAX. ~o Be 1 SHOWN IN DETAIL 1503.00" 1.12~ 1.ee 1.es 1.12' I C QO g W r 1/4' MAX. e.00" ,\_ 6 o N LL s m it WJ tu �1/4-20 ALT. LEG tA <0W ANGLE DETAIL USING CALK-IN ANCHOR ,• 5.5. MACHINE SCREW & NUT �z DIRECTION w EMBED. °a- _ 1 Z E � _= o V7 1c 12" O.C. PROVIDE 1"0 ACCESS HOLE (la � V _ � a w mvtn=� O \ BACK SIDE FOR FASTENING =W N stn SCALE:3"= 1'- 0" \ I V c c o SEE TABLE 2 = <W- PLYWOOD AND `— TWO 1/4"0 S.S. LAG SCREW @ >z N 0 DOOR 8 in W~Z�a DRILL 5/16"0 STUCCO FINISH 24" MAX. 24" O.C. MAX. W/ 1-3/4" PENTR. e IN CENTER OF STUDS 1" x 3" x 1/8" OR X w=oo✓ HOLE 1.00" 3.00" 3.00" 3.00' �.00~ N ALUM. BEAM & `"in 1" x 4 ' x 1/8' Zz SHUTTER SCHEDULE : ' 6063-T6 ALUM. TUBE Yo N t" o = o (MAX.DESIGN LOAD s 72 PSF) 0 SHUTTER BEAM o411, o DESCRIPTION SPAN SPAN (MM.DESIGN LOAD 72 PSF) N TOP SUPPORT BEAM DETAIL I WALL MOUNT SECTION - USING ALUM.TUBE 2 5'-0" 9'-5" O SCALE:3"= 1•-0" 1.50" I O SCALE:3" = 1'-0" L Fv[,y c 2" x 5" zso~ 3.00" 3.00" zso tf- C W ° 3.00" : EXISTING CONCRETE, MASONRY O <`�°� L) Tw = .125" B'-0'• 8'-1" 11.00" Tf = .125" OR WOOD STRUCTURE. SEE p; V 10'-0'• 7'-6" ANCHOR SCHEDULE, TYP. 01{ .b Fes: NOTE; I. USE BEA SCHE ULE FOR EQ..EQ.. I (f)I a DETAILSUANDU . I O ►=-a' v 5'-0" 14'-0" 7I vo 2' x 7 2. SHUTTER SPAN TO BE LIMITED ANGLE DETAIL USING CRETE-FLEX ANCHOR 5!B" MAX. Ir of�Or �o Tw = .072" B'-0" 11'-6" TO THOSE SHOWN IN TABLE, SHEET 5. m `t Tf = .224" V2 C4 CONNECTION TYPE i O ri 3� co 10'-0" 10•-4" 3. BEAM SPAN SHALL BE CONSIDERED w� REFERENCE ANCHOR -Q�V$04O I AS THE DISTANCE FROM CL OF SUPPORT SCALE: 1-o~ SCHEDULE FOR MAX. {'uz -f A 2" x 9" 51-0 TO rL OF SUPPORT. _.h, �` SPACING 1/4" I a� Tw = .072' 8'-0" 12'-5" 1 MAX. OT r I Tf = .224' z� 100'• 11'-2" LSEE TABLE 2 Q..� a Go LL ORDOOR vi�F Vj.KNEZEVICt 1`0 ASS SEE TABLE 2 Qfj:=)�_ujo�_jOF2 DCSOR o OR DOOR o wl�o OR1#12 TE�pSCREW 8 PROFUSIONAL= Z„_jJ FLlkenseMo E0010 w SEE TABLE 2 to C / IL _.. - w Www�3 (al 6" O.C. (TYP.) X NQo a _ uj m===p = 4 & (Spa Q w B H NN�� ASSEMBLY Q� y ? ?W=XQ �.. 8 N IQ ~ po- R� E In Q►-~�Q tl Q la /-3 16" POP RIVET 2, 2� % s ORI# O TEK SCREW X WoO�N rt' F N C4 CONNECTION TYPE (a) 6" O.C. (TYP.) 1/4" c �Z EM p 6" C = o LL REFERENCE ANCHOR MAX. Q Ln 0 TWO 3/8"� POWERS enE 1-1%4 N SCHEDULE FOR MAX, , i l i cCALK-IN pa 3-3/4" D.C. A �EMBL 04 3/16'•0 POP RIVET SPACING 0) W/ 1-1/4 MIN. EMBED. &S 5 OR �OR #12 TEK SCREW I •'�" 1(2 ' zja " IN 3 KSI CONC. \ (a1 6" O.C. "c: MAX. E0. Q. " WITH 4-1/2" MIN. c .' o EDGE DIST. OR FOUR i AL. BEAM (SEE BEAM 8(.'. 1/2" OPTIONAL LOCATION • • • •• o;a 0 1/4"0 ELCO CRETE-FLEX N ,;• SCHEDULE ABOVE FOR C5 CONNECTION TYPE v 3" O.C. W/ 1-3/4'• ' DETAILS Tf BEAM DESCRIPTION & I REFERENCE ANCHOR DGE [315 �•� *a "19" EMBEDMENT & 2-1/2•' - I MAX. HORIZONTAL SPANS) F, SCHEDULE FOR MAX, • • • • • • • ; ••• ° EDGE DIST. IN EACH &� , 1/4-20 S.S.�MACHINE SCREW & I SPACING OCEILING/INSIDE MIJON''SECtICIN ANGLE NUT (a7 12" O.C. PROVIDE 1"0 N A� FOR WOOD PLATE USE 1/4"0 L SCALE:3" = 1•-0•' S .1'• MIN. ACCESS HOLE IN BOTTOM OF EMBED. S.S. LAG SCREW W/ 1-3/4" =I� ACCES BEAM OR USE THR BOLT AS PENETRATION INTO WOOD ••• .'• 'PROL�l97TRr6lfSFO 9� ` - =2 OLE SHOWN IN DETAIL tHj PLATE 12" O.C. • • • • rids � � TWO 1/4�a'0 S.S. LAG SCREW •• • • • .as cu�:�lyit�d�Yijt�� e- j 2.. x 3" x 1/4" • • • 94ftingeode• • • • �•--- 6063-T6 ALUM. ANGLE PLYWOOD AND I I (� 24" O.C. MAX. W/ 1-3/4" •`• ' Acce taaccNc .a 1 0I (da►e 10/17/2 THREE-1/4•'0 THRU BOLTS STUCCO FINISH I I PENETRATION IN CENTER OF P L_ STUDS Exp/ tio[tI?atep 2 2O0 :c,ie d c 5/8" MAX. Z" x 6" P.T. ••• • • • • • • � �.sNot[o o EXISTING 5/8" ALT. LEG DIRECTION • • • d.:;gn•r cneci. o STRUCTURE MAX. WOOD PLATE 8 E • :020/Dad Control vm (MAX.DESIGN LOAD=72 PSF) • •• •• • .• • •• •• drawing no. c (MAX DESIGN LOAD:72 PSF) ••• • .Diwsm4•• • • 03-81 L .,,...��., n wni I m n I Im cFr-rinN - USING 2" x 6" P.T. WOOD PLATE TMAXIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) a " MIN A FASTENER (� 24" O.C. SEPARATION SEPARATION r` (USE ANY ANCHOR IN L TYPE A TYPE B TYPE C TYPE D L MINIMUM MINIMUM ANCHOR SCHEDULE) E NEG. DETAIL F DETAIL '0 1 DESIGN ALL OR DETAIL DOUBLE 2 POSITIVE FROM GLASS FROM GLASS MOUNTING © W/ ANGLE DETAIL E ACTUAL FOR FOR LOAD CONDITIONS DESIGN SPAN INSTALLATIONS INSTALLATIONS IPSP) SINGLE ANGLE REQUIRED 9-3/16" LESS THAN OR GREATER THAN w r u o EXCEPT REQUIRED LOAD (W) (FT - IN) V """ 3-3/4" MAX. B.O. EQUAL TO 30' 30' ABOVE z �, o 0 z © EO FO 3-3/4" MAX. B.O. (PSP) ABOVE GRADE GRADE Zr= m °v #10 x 1/2" GALVANIZED SMS MAX. B.0. (INCHES) (INCHES) W a b "' OR 3/16"0 ALUM. POP RIVET (FT - IN) (FT - IN) (FT - IN) (FT - IN) ,"" ° '- (nl 18" O.C. 5 - 0 2-7/8 1-1/2 vrF a < a 30.0 13 - 1 12 - 4 13 - 1 ]2 - 7 uj � � r2 o 1" x 1" x .055" ; 1" x.2" x.'055". 38.0 13 - 1 Il - 0 13 - 1 11 - 2 7 - 0 2-7/8 1-5/8 Qo g (a� N 2" x 3" x .055" ; Z" x 4" x .055" $ 6 7 OR 2" x 5" x .125" AL. ANGLE 40.0 12 - 11 10 - 8 2 - 5 10 - 11 30.0 8 - 0 2-7/8 1-5/8 U . �, a 48.0 12 - 4 9 - 9 *0 - 4 10 - 0 11 - 0 3 2-1/8 0 . g ' _ 52.0 12 - 1 9 - 4 9 - 7 9 - 7 13 - 1 3-3/4 2-3/4 Ln W A > 56.0 11 - 11 9 - 0 9 - 0 9 - 3 5 - 0 2-7/8 1-1/2 Q"' �i H E OALATECLOSURE DETAIL 61.5 11 - 7 B - 7 8 - 7 8 - 10 7 - 0 2-7/8 1-5/8 °aE a � 6 Y to 2" MIN. 63.3 11 - 6 8 - 6 8 - 6 8 - B 40.0 8 - 0 2-7'/8 1-5/8 V W ' � m FASTENER Q@ 24" O.C. 66.8 10 - 11 8 - 3 8 - 3 8 - 5 11 - 0 3 2-1/4 'z r IUSE ANY ANCHOR IN >_ ANCHOR SCHEDULE) 67.5 10 - 9 8 - 3 8 - 3 8 - 5 W J T o 0 71.2 10 - 3 B - 0 8 - 0 8 - 2 12 - 11 3-3/4 3 MUj 1A O 75.0 9 - 8 7 - 8 7 - $ 8 - 0 5 - 0 Z-7/8 1-1/2 zz 81.4 8 - 11 7 - 0 7 - 0 7 - 4 7 - 0 2-7/8 1-5/8 Y0 o #10 x 1/2" GALVANIZED SMS 86.8 8 - 5 6 - 7 6 - 7 6 - 10 50.0 8 - 0 2-7/8 1-3/4 o OR 3/16"0 ALUM. POP RIVET o (1a18" O.C. 91.4 8 - 0 6 - 3 6 - 3 6 - 6 11 - 0 3 2-1/2 d 12 - 2 3-3/4 3 �i -1" x 1" x .055" ; 1" x 2" x.;055"- 100.0 7 - 3 5 - 9 5 - 9 6 - 0 u c 2" x 3" x .055" ; 2" x 4" x .055" 110.0 6 - 7 5 - 2 .5 - 2 5 - 5 5 - 0 2-7/8 1-1/2 J�_o uio 7 OR 2" x 5" x .125" AL. ANGLE 1-5/8 `o � 8 120.0 6 - 1 4 - 9 4 - 9 5 - 0 7 - 0 2-7/8 130.0 5 - 7 4 - 5 4 - 5 4 - 7 1-3/4 o60.0 8 - 0 2-7/8 140.0 5 - 2 4 - 1 4 - 1 4 - 3 11 - 0 3 1-3/4�i ALT. CLOSURE DETAIL w; ss. m NSCALE:3" = 1•-0•• 150.0 4 - 10 3 - 10 3 - 10 4 - 0r11 - 8 3-3/4 3 a o 1" x2" x1/8" 160.0 4 - 6 3 - 7 3 - 7 3 - 9co ALUM. ANGLE P_kC9 o 5 - 0 2-7/8 1-1/2zi 170.0 4 - 3 3 - 4 3 - 4 3 - 6 toZa7 - 0 2-7/8 1-5/8 tot 3 #10 TEK SCREW �`, NOTES: 70.0 8 - 0 2-7/8 1-7/8 r2OR 3-3l16"0 ALPOP RIVETS (TY �-`-#10 TEK SCREW OR 3/16"0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 9 - 63 2-1/4 i 00 2" x 2" x 1/8" ALUM. POP RIVET @) 24" O.C. MOUNTING CONDITION IN FIELD, ALUM. TUBEITYP ) 10 - 4 3 2-5/8 6063-T6 ALLOZ. FOR DESIGN LOADS BETWEEN TABULATED VALUES• USE 5 - 0 2_7/8 1-1/2 TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 7 - 0 2-7/8 1-3/4 VJ•KNEZEVIC a) SCHEDULE FDR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. FLUCm= i ANCHOR) 2-7/8 1-7/8 Rt +e , tt CL 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80'0 8 - 0 J/ = MAX. 1 - 0 3-1/B 3-1/8 AX. SHUTTER SPAN. i NOTE: 12 - 1 4 4 r EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5 - 0 2_'7/8 1-1/2 r- - 1 MIN. SHUTTER SEPARATION FROM GLASS. 7 - 0 2-7/8 1-3/4 i H OCORNER CLOSURE DETAIL 90.0 8 - 0 2"7/8 2 C SCALE:3 P " = t'-0"' z Z a 11 - 0 3-3/e 3-3/8 •a N q MIN. SHUTTER SEPARATION a �� 11 - 6 3-7/8 4 a= M 2" x Z" x 125" FROM GLASS (SEE SCHEDULE m o 3Q 5 - 0 2-7/8 1-1/2 M i TALUM. ANGLE CONT. SHEET 5) I w o� 7 - 0 2-7/$• ••• • • 1• /�.• • c o 0.062" THICK �- Jw c 9 a RECESSED SILL ~ Q� 2-778 • •• ° `et • ° • 3105-H32 OR = D 100.0 g _ p •• • • • ••• • '" la 6063-T6 ALUM. X[] 9 - 0 3•• ••• •• M3;4 •• Y ALLOY (1/8" BELOW Q= ►01 a> 0)0m.o. 1/4-20 TRUSS HEAD CONCRETE) X �v 10 - 3 3 3 e o BOLTS & NUTS W/ num Q ui • • i++ +++ e• • ie 9 ?OR+9a LOCK WASHERS (al F71vwi 24" O.C. 1/4" MAX. L Q •: : : • �ssbmpl with fie Florida e- 1_1/4 1Tfas EXISTING STRUCTURE tl+re 10/17 : ° MIN. 3.000 PSI CONCRETE •°• • ' Bidding Code 2 EXISTING STRUCTURE � e a� a Acceptance Noo3�c7� .0 scats er+M o CONCRETE FASTENER (la 8" O.C. •o .e ANY SCHEDULED FASTENER IS `�• ; t►pDat D �s►rorco 6 �-;e) �� HALF OFi.E a. ACCEPTABLEi•ay tlesig vrc cnecF a USE MALE OR FEMALE AS j_�Q 6Q' • • • • ••lyliato flet control tlr+wing no. C REQUIRED 03-81 _ Division t �. 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(SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) lJ z o z � ZF mM8 - to (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPECONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE _W iz' Q 5 W X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) Ln W 1) C1 C2IC3IC4IC5 C1 C2ICBIC4ICS C1IC2IC3 C4IC5 Cl C21 C31 C41 CS C1IC2IC3 C4 C5 C1 C2 C3 C4 CS C1 C2IC3 C4IC5 C1 C2IC3lC4IC5 W a o 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 13 12 12 12 8 5 10 10 10 6 3 9 9 9 S 3 6 3 3 3 Qo 5 N a 57.0 10 10 10 5 3 7 7 7 4 6 5 5 3 4 ' 11 11 11 6 4 8 8 8 4 7 5 6 4 5 3 Vd R m a en O , SyW = 73.0 7 7 7 4 5 3 3 3 4 4 8 8 8 5 3 6 3 3 3 5 3 5 3 v1 In 1/4"0 ITW TAPCON W/ �'c io - • v 1-1/4"MIN.EMBEDMENT 105.0 5 3 4 4 4 6 3 3 3 5 3 5 ;3 5 3 e^'T'i v w E 170.0 4 4 4 4 5 3 5 3 5 3 5 3 a8� E z z Y. 1� 45.0 12 12 12 7 5 11 11 11 S 3 10110 10 4 3 7 3 3 3 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 8 4 4 5 3 z O * 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 5 12 12 12 9 5 1=1 1 6 4 10 8 9 5 3 7 4 VZ N o 0 73.0 10 10 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 5 4 5 3 8 3 3 4 7 4 W � M 1/4"o POWERS CALK-INIZA O W/ 7/8"EMBEDMENT 105.0 7 3 3 3 5 5 5 8 4 4 5 3 7 4 7 4 7 4 z zLu$A � m N & 1/4-20 STAINLESS 7Z Vfl STEEL MACHINE SCREW 170.0 S 5 5 S 7 4 7 4 7 4 7 4 Y� m Y 45.0 12 112.1121 7 4 8 6 8 S 3 7 7 7 4 5 3 12 12 12 9 5 9 9 9 6 3 B B 8 5 3 6 3 3 3 o O 57.0 9 9 9 6 3 6 6 6 4 6 4 5 -3 4 10 10 10 7 4 7 7 7 5 6 5 6 4' 4 3 to Li wF 1/4"� POWERS 73.0 7 7 7 4 5 3 3 4 4 8 8 8 5 3 6 3 3 4 5 3 4 3 y o til ZAMACto NAIL-IN W/ 1-1/8" 105.0 5 3 4 4 4 5 3 3 3 4 3 4 3 4 3 r' ' -cw u MIN.EMBEDMENT p 170.0 4 4 4 4 4 3 4 3 4 3 4 3 mm 01 u01 E 4 5.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 3 8 4 14 3 12 12 1 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 SF- o p * xa C * 57.0 12 12 12 7 4 10 10110 5 3 9 7 8 4 6 3 12 12 12 8 S 10 10 10 5 3 9 7 8 5 3 6 3 1- x Edd rn r, = 1/4"m ELCO MALE/ 73.0 11 11 11 5 3 B 4 4 3 7 3 3 3 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 at �o co FEMALE "PANELMATE"W/ 6 3 6 3 �O Z� O1-1/4 MIN.EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6 3 0 & 1/4-20 MACHINE n SCREW WITH NUT 170.0 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 a s w n rt 9, 45.0 12 12 12 110 5 11 11 111 7 4 10 10 10 6 3 7 13 13 4 12 12 12 12 7 12 12112 9 5 12 12 12 8 4 8 4 4 5 3 U Vt 0 I j 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 Vj a 73.0 10 10 10 6 3 7 4 1 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 1/4"ELCO TEXTRON M HEX FLANGE TAPE 105.0 7 3 3 4 5 3 5 3 5 3 8 4 4 5 3 7 4 7 4 7 4 VJ.KNEEM0 HEX HEAD TAPCON PROFIS�OMAI W/ 1-1/4" EMBED 170.0 5 3 5 3 5 3 S 3 7 4 7 4 7 4 7 .4 a a 1 CL _ 4 5.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 13 13 4 12 12 `12 12 7 12 12 12 9 5 12 12 12 8 4 8 4 4 5 3 � 57.0 12 12 12 8 4 9 9 9 5 3 1 8 6 7 5 5 3 12 12 112 10 5 11111 11 7 1 4 10 8 9 6 3 7 4 1/4"0 ELCO CRETE Ft:E 73.0 10 10 10 6 3 7 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 W/ 1-1/41•MIN. j EMBEDMENT 105.0 7 3 3 4 5 3 5 3 5 3 8 4 4 5 3 7 4 7 4 7 4 L 0 170.0 5 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 0 U O N _ • ANCHOR NOTES: 0 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. •' •�• • • • •• c ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE • • • • • • • . WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENED • •• • • • • • ° 9 j SHOWN IN TABLE 1,PAGE S. SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4"• •• • • ••• • O 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL Brb•• ••i ••i ••• i ••• ~ ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE m EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. "� o THAN OR EQUAL TO SHUTTER SPAN. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IjJ • ••• ••• •• • �: U REVISED 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFE�2 • • • •PRODUCfeFioritia REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF HEAD (SIDEWALK BOLT), U.O.N. ••• i i • •• ";ompi)iag U j EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING • ••• •�•JAIIIIIIIIIj C • • ..O•]� O e' SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. AccMtencePI! dare 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' Expiration Dated cg 10/17/2 E RECOMMENDATIONS. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE state drawn SCREW, NUT OR WASHERED WINGNUT. ••• • • ' • '• ASwoTED 0 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. • • • •� E • • • • design by checl.i 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD.FRAMING CONDITIONS 11. FOR BUILD-OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED. • • • • a>iD InrtCoatroi �,x ° •' ' .Y. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE VIC:''c FRAMING 8-1/2" D.C. •t• t• •i IY11�1� • • dre�nng no. C 1•1EMP.ERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ArCEPTABI I. ONLY FOR 12. FOR BUILD-•OLIT '10UNT SEC'ION 1�.N-40R SPACING SHALL NOT EXCEED 03-81 :Ir;; CLOSURE PIECES. 6" 0.C. O c � -- -2T.0'M111 5" C : j 2 .015' LABEL .537' •• f , LOCATION CAT537•tf 1LOIO �.093" 265" � oo TM1t rnM+� r 2.250 .060"3.00•' MAX 2 250" 1.035� 1.0312** 050" o 800" o ppz"v c«1I ja 11 X254I 1.50" Nt TYP. ! ,, . - C31 -to - ei z h_ 254 1 1.125" I 1.50 I N N _ d of �! °ir l 101"W .091." �r W s Q3{ K Z W �, • I us W 1 :125' M tn1 pi OI r -1 12.00" COVERAGE_ _ I ! II mi N Hi ti- 120" I of f-� W I5 j o I m! ! .094- wc� u ca I-c 600" COVERAGE Qply 15.269" l 9.055" ' 2.063"I I ;_2.063"I 125 I Ni! oi.062" = V a r Q o 1 rn :� 2-6 -t 1.250" Oa S S -o I< 12.020" v�.o g ':' u phi j� W = ALUMINUM NUM "h" HEADER "U" HEADER BUILD-OUT "U" HEADER <w g u, maycr! g _ • 1'2 OSTORM PANEL a HALF STORM PANEL O O 3a sCALE : vL" = d'-r Z 3 W aw tu 3 �!IW SCALE 1/4" = 0'-1" SCALE : 1/4** = 0'-1" SCALE : 1/L" = 0'-1" SCALE : 1/L'• = 0'-1'• •�- K �; od 3.400" = iI C•J{ yi r W 'i Y UO r St o f=WfI- o -0.125" j W� Rx ~ U-I n « + I'o a �! ui DIRECTION--\ DIRECTION fN TYP. i 375' WH ? m Iw!; k' Ijt i '^ -- 1/4-20 MACHINE SCREW 93" TYP, --� �- = z W '�� a •'2 0 125" (TYP) o \t STUD la 6" OR 12" O.C. c 93" TYP. o 095 X313" 660" Zo r Zo ' f 0 0 ' ,,. o • ;--_-- 1/4-20 MACHINE SCREW o ---- Yo ` o s o0 125" (TYP. N ni c, STUD (nl 6" OR 12" Q.C. o - 1/4"-20 x 3/4" .o (TYP.) �i STAINLESS STEEL - 1 j STUD CrD6" OR 12" 5.00" MAX_ I 2.400" ,�~ 1 ted.. MAx. 1 0 2.00.. 1 , O.C. ALT. LEG 1--� ., � § :1� MAX. DIRECTIONrf ! E „ rr TRACK4. I� '�;i:'• O4 ANGLE 4a STUDDED ANGLE 5 ANGLE 6 STUDDED ANGLE oI 7 SCALE : 1/4" 0'-1" SCALE : 1/4" = 0'-1" O SCALE : 1/4" = 0'-11• O SCALE : 1/4" = 0'_?'• Z-STUD TRACK O SCALE : 1/4" = 0'_1" Z W oQh ��I 'p� _l 6a _ SCALE 3" - V - 0., :)ZQ Z W g; � JG' c 2Z " GENERA NOTES: tL ] J ll c v L 0 ES. p 0 Q 2 3.375" MAX. 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH s_875 . O W ^ 0 p I j THE FLORIDA BUILDING CODE. 085 ,' ^ Q Ln r a 092" 165" -t- -, �e •563-0 O ] �O� 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED =-� ,,--- FOR SPECIFIC JOBS. 375" '-�- (TYP.); '''�- i �H (p ] �_r s- I I i -i 6 5 0" inl in• o, ri C .ol .040.. -!313"{.660" `��N ! r I r. ^� C G e 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END 0-r THE PANEL WITH A MINIMUM `r' (TYP.1 .188" 'jw OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: �I 05 "= MADDEN MANUFACTURING COMPANY + �) I / 375" 2 5"; j 5" - m x_ POMPANO BEACH, FLORIDA I J .215 oI4 IXa Y 1 : MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED - 20 GA. GALV. STEEL {•- .038"1 i ZAMAC GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) -_ ' 'c•'l8f. 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI-DADE COUNTY nt a PROTOCOLS PA 201, PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING KEYHOLE jC CORPORATION (C.T.C.) TEST REPORTS No. 96-014, 00-050 AND 01-027. "F" TRACK BUILD-OUT "F" TRACK WINGNUT WASHER Ia -o!�! a' { 5. ALUMINUM STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY, 0.050" 7a SCALE : 1/4" = 0'-1" @SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE �THICKNESS. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY, STAINLESS STEEL, OR Approvet -E_ :a•4. i Approved as comP*iag with the GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. . : �1� �; ;�:�is:j. I � Florida Buidic Code1e� 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE pat 3 2 = -�-- 1• ,,' I '• ( f (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ly�p`p - o o LJ € I i'j�j�iI ; I PROVIDED THAT THE PANEL SPANS USED ARE 104- OR LESS, AND THAT THE SEPARATION FROM fy^ THE GLASS IS 2" OR MORE BUT LESS THAN 3-3/4-. STEEL BAR MAY BE USED FASTENED M1SLaailDsdcPrvdwttCoatrn! . -r•--i 18 GAGE (t= 0 050" 1.520" L Li'_ 1�.__L. AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4-24 x 4" BOLTS AND DIE CAST ALUMINUM film' ' a WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FP GLASS SCHEOULE FOR MIN.1 GALV. STEEL V.J. KNE TrVch _ GRADE 40 , .850 I •89C" SL -0 N aErn REDUCED SEPARATIONS. .375" R j 500•''{ ! { 500••j �j V.J. KNE - t t--/ a No: pPecE5 EN^ +LEn� S. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. { I 1 j i•090 1 1 I .09C" PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED q o ' ;�-�=� ?5C" o 1 -y 150" r ✓ r f3C13 FL L »< • rJo:l HORIZONTALLY. o� ��1- �, �4• { X115"an 211 5" - ! ! r � .2,5" u,!e215" 1 15" -y�-a _ ___ r__ '9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO :- �` `G 5�0";SQ.SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE 1, 1 00" 1 090'• it r 0.060" 090 Ij JOB SITE BEFORE COMMENCING WITH THE WORK. - -ted .315" R YM1 2002 , r�?/4-20 x 3/4 r . IL J ZJ0210.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS SYM. 1,8_9O �� NiACH(NE SCREW � __ _ •LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE06/HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE OPTIONAL -"er !' •�'Osr• PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED i ws NOT cO Av1 •• + _ -03/O6/Oti STEEL BAR @-'C" TRACK (FINISH} "C" TRACK SQUARE HEAD MACHINE SCREW �---��-- • Ourgn JY cnacr.aa by! i•c a.a 1rCravn by� 1 SCALE : 4ALF SIZE 103 S t-- VJK VJK a5 N�TCO IL AV SCALE : HALF SIZE SCALE • HALF SIZE N.T.S L -- Ora-Ingdra-Ing no I .aa%.gn b l�cf+iued nv V7K I V^1 L 00-380 sheet 1 !!-f 10- j 00-3_80 02/19/02 15:14 `-- sheet 2 of 10 1 EY.ISTING CONCRETE. EMBED. HOLLOW BLOCK, OR WOOD (TYP•)- FRAMING (SEE ANCHOR —FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE - OF STRUCTURE) SCHEDULE. REFERENCE I TYP. TOP & BOTTOM i CONNECTION"TYPE 3" FASTENER, S=E ANCHOR ' _ Z ' -SCHEDULE. REFERENCE EMBED I /,-EDGE DIST CONNECTION'TYPE 2" CONT. fTYP w 1/4" MAX. �Gt�ED / Z tq S Y F-� I/ t .�- I —�� 1 �'—� i t 1/4• i•!H JC�. •-.n GJ % 6 a u, I ��u u I 3UCONT. uj t SEE TABLE 2 IUs a .. � ^I a �� 1 0 . 0 W x oi . GLASS �^�;� znl «s� 0 c, SEE i ABLE 2 — ,<j OR DOOR _�- .'.� <1 ca dw u GLASS w: 1/4-20 MACHINE BOLT —J w'• z x 111 OR D00=3 �! S WINGNUT fin} 12" O C. swn. )•O- "' I) FOR PANEL LENGTHS r� ! _ xf LESS THAN OR EQUAL TO o� t ; E 104" AND ? 6•' O.C. FOR �`.J6 CONT. of J` PANEL LENGTHS GREATER � u r8 t I THAN 104"- w" �' oI b :CONT.— '1 08� ; _ N> pi i > " u Wi z � t t EXISTING CONCRETE. CONT. �— 1/4-20 MACHINE BOLT t 1 EDGE DIST HOLLOW BLOCK, OR WOOD _ j & WINGNUT @3 12" O.C. FRAMING (SEE ANCHOR Y / FOR PANEL LENGTHS , - SCHEDULE BASED CN TYPE fig, , LESS THAN OR EQUAL TO FASTENER SEE ANCHOR /� OF STP1JLTU%E) f `��' 104•' AND M6" O.C. FOR TYP. TOPS BOTTOM o� v FASTENER, SEE ANCHOR PANEL LENGTHS GREATER SCHEDULE. REFERENCE / CONNECTION"TYPE 3" SCHEDULE. REFERENCE i THAN 104". � CONNECTION"TYPE ,�� 1" t to ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL I u-J, CEILING/INSIDE 12Z O WALL MOUNT SECTION © MOUNT SECTION _j IL : SCALE : 3" = V-0'• SCALE 3" 8 Ibo Q iot•- co Q C a EMBED. 1694 (TYP.) C "EXISTING CONCRETE, zr r rFASTENER, SEC ANCHOR HOLLOW BLOCK, OR WCOD SCHEDULE. REFERENCE FRAMING (SEE ANCHOR I CONNECTION"TYPE 4" ! i SCHEDULE BASED ON TYPES, Jxl S ! < X14 TEK SCREWS OR 1/4-20 ttt FFTOYP. OiRUP & BOTTOM �^ _� I BOLT AND NUT tr 12" O.C. �f° STAGGERED (TY-P. TOP EXISTING CON'CRE-E i t610 o n' f AND BOTTOM) HOLLOW BLOCK O c i�� S �� _ : t �i�o t I 1/4" MAX, `WOOD FRAMING. El rASTENER, SE= ANCHOR Appro--[tlsscosnplvingswiththeG SCHEDU�E. 3 EFER�NCE Florida Suidinp Coda,SS —�LONT. / :�= � CONNEC' O.I..r.PE 2' �n'vODR i r \r\ Lj:J / j r1/2' Dat[L SE -ABLt 2 ( .1/I�a1 nl S / j_ — - 140, f1111-n-.t i•�Z I oio olo j : ( . `Tr"% <1 �/ / 1 � 1/4' MA". Miami DadcProdnttCOntr51Melt / �I o.�� 3 -� sy l ,.,,✓J ✓ _� �I�T'1=1 w, .� ' V.J. KNEZE%4q.H I El /� _j -� l �! 1?ROfES�iiON/ar<F'N Nittil T ; 6a. I �J ) <: •• ••• • • • • • •• �� LO: t S ONT. + GLASS r a�--\ <I • • • • • • • • • ('L L C yt Nv' �. OR DOOR-[ SEE TABLE 3~t •• •i ••i i i i•i •• E P- SO j �I i w. • •uj • • • • 0. • • • i -'-�• x 1 <i 1/4-20 MACHINE BOLT E 4 t ^I & WINGNUT Gln 12" O.C. £ FOR PANEL LENGTHS • • ••• ••• •• • /i LESS THAN OR EQUAL TO i� 1 ••• i i • •• •• • i•• i i'= , • • 3/oG/C1 1 • ••• ••• ••• t°" -j104" AND ( 6" O.C. FOR • •PANEL LENGTHS GREATER c•t• "n by THAN 104". AS NOTED �___ •V CONNECTION"TYPE 4" VJ](— Vl✓J ••• • • • • ••• • • x SIDE CLOSURE REQ'D. (SEE ?LAN VIEW) • • • • • • • • 3 ar+„Ina no O BUILD-OUT MOUNT SECTION • ••• • • I 00-380 1 H O BUILD-OUT MOUNT SECTION ' • ' ' ' ' ' ' ' _ . SCALE : 3" = V-0" SCALE: 3" = 1' - 0" ••• • • • ••• • • sheet 3 of 10J n� » m no•st FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION"TYPE 1" SEE TABLE 2 _ (USE REMOVABLE ANCHORS FOR DIRECT , �` I MOUNT ONLY Cal 6" OR 12" O.C., BUT DO f r NOT EXCEED SCHEDULED SPACING.GLA OR r 1 (TYP. TOP & BOTTOM)DOOR ,. l � EXISTING CONCRETE, 1 lar—HOLLOW BLOCK, OR WOOD i I GLASS FRAMING r o ��^ OR DOOR t �� ✓ t �, U? z A SEE MIN. SEPARATION jf wiFASTENER, SEE ANCHOR SCHEDULE ZF L4 $ z C3 FS i ~ FROM GLASS SCHED. , n+ ! RE�ERENrE CONNECTION 5" -w U.1 o� TABLE 2 ' t �1 ( -�7;OR ,�' CONT. �► < W i O /EMBED. El GLASSi tVt,,; + / -0 r -'f OR DOOR 1 co t/ t x{ : �t - a V, y- 1/4-20 MACHINE BOLT Un • la F- s�t� -+ 1/2" OR wINGNUT Cal 12" O.C. O , W = SEE TABLE 2 ct,'�'! I p I t 3/4" MAX. � ± FOR PANEL LENGTHS CO.6 v I b `a�CDNT. t t 1 LESS THAN OR EQUAL TO I tncc t> to 104" AND 6" O.C. FOR "' Q LU N i PANEL LENGTHS GREATER m z a x �' t E THAN 104 ea c7 ` x -FOR WOOD BLOCKING USE 1/4"O S.S. @ J x-1/2" TO 3/4" ALUM. SPACERS SW s LAG SCREW W/ 1-1/2" PENETRATION Lj=f f ( (1" O.D. 7/16" I.D.) 0 1 1a N U- o INTO WOOD BLOCKING P 12" O.C. :o t EXISTING CONCRETE, ! x >! u FOR ALUM. TUBES USE 1/4"0 S.S. LAG / i EMBED. HOLLOW BLOCK, OR WOOD SEE TABLE 2 'O ►+�� SCREW W/ 1-1/2" PENETRATION INTO FRAMING (SEE ANCHOR S N> > C CENTER OF STUDS LOCATED Cal 24" O.C. MAX. �� (TYP•} SCHEDULE BASED ON TYPE c wta = m 1" x 4" x 0.055" OR & ONE 1/4"Cs THRU BOLT W/ ACCESS HOLE I OF STRUCTURE) ; Zo 2" x 4" x 0.055" ALUM. Cal MIDWAY BETWEEN STUDS. , TWO-1/4"W S.S. LAG SCREW (al EXISTING CONCRETE, /FASTENER, SEE ANCHOR SCHEDULE TUBE OR 2" x 6" P.T. REFERENCE CONNECTION "TYPE 1" ------ �" 7 WOOD BLOCKING 24" O.C. MAX. W/ 1-3/4" PENETRATION i HOLLOW BLOCK, OR WOOD (USE REMOVABLE ANCHORS FOR DIRECT _ IN CENTER OF STUDS FRAMING (TYP. TOPNOTE: THIS DETAIL MAY BE USED +� EMBED. & BOTTOM) NOT EXCEED OUNT ONLY SCHEDULED SPACING.O AT TOP OR BOTTOM OF PANELS. �x :9" THIS DETAIL MAY BE USED (TYP ) (TYP. TOP & BOTTOM) r A ARI AT TOP OR BOTTOM OF PANELS. tn X NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 P.S.F. (TYP,TOP & BOTTOM) Z w O WALL MOUNT SECTION (BOTTOM) O WALL MOUNT SECTION 0 WALL MOUNT SECTION O WALL MOUNT DETAIL �zz SCALE : 3" = T-0" SCALE : 3" = 1"-0" -ja. C (DIRECT MOUNT) (DIRECT MOUNT W/SPACER) - � Z L SCALE : 3" = V-0" SCALE : 3" = V-0" Q2 2" x 5" x 1/8" ALUM. PLATE 00 Q / (6063-T6) INSIDE EACH SIDE. O t j FASTEN W/ E # 12 SMS OR A 3/16"0 POP RIVETS EACH O D SIDE AS SHOWN Coil 1" O.C. C� Sf C° a `-S � L � — _ 1" x 4" EE TABLE 2 c ALUM. TUBE n; THREE 1/4'm WOOD LAG THREE 1/4"O WOOD LAG 24" O.C. MAX. SCREWS W/ 2-1/ SPLICE DETAIL FOR BAY EMBED. ( 4" MIN. SCREWS W/ 2-1/4" MIN. C& EMBED. Cal 24" O.C. MAX. WINDOW APPLICATIONS PLACE ONE FASTENER 1' 1t GLASS e ° SCALE : 1-1/2" = -0'• f+� OR DOOR - ' THRU HEADER U� ------------ WOOD WOOD ROOF TRUSS � 1 WOOD ROOF TRUSS i t=� /j! t OR FRAMING MEMBER 2"� OR FRAMING MEMBER "-N i 'o a" It- J Cal 24" O.C. MAX. �,.: 1%�1'N I1•N I ✓✓/ C&24" D.C. MAX. `-:~ 1 1---N c �[a '�y�1.i JSTUCCO FINISH OR EO..)EQ. (—� �' E. PLYWOOD SOFFIT 1 �o 00,-Nx / 7 1/4" MAX. -�' •j © STUCCO FINISH GrZ W -PLYWOOD SCFFIT CONT. 4' x .25C' j I bi/7i� 4 SMS BETWEEN �� `MB 7ti i `I^ e ALUM. PLATE OVER 0 USSES (ln 24" O.C. " Pg- I; Iil 1/4" MAX, ;/ � / ��--FAST NER, SEE ANCHOR WOOD MEMBERS '`� �! i x 4" OR 1" x 6" e c . CONT. W, .062" CONT. ALUM. (I� _, —r�-� SCHEDULE REFERENCE I , �, TUBE Ib063-T6)--tet } CONNECTION"TYPE 5" ! V.J.KNI GLASS j © I I L.A C C E S S i jk�itOrCSStOtl FNt' CCR OR DDDR—!/ j Q� ##11. SMS (1 12" C.C. HOLE t •• •.• • • • • • •• !1 I r BETWEEN TRUSSES N (TYP.) t • i • i • • i i i ,Ft_ LI ori NO: �, 1 MAX. DESIGN; L'CjAD=es6:.11•P9 a ••• • f{ �E O 983 M 24" D.C. � � NI GLASS { I ltd\ ,= i ••• ••� ••� ••• ••• t XI OR OD7R 1 ��a CONT. BUILD OUT SECTION ;TYP. TO? & BOT TOM SEE TABLE 2—/ t. c� ' w �/ SCALE: 3" = i' - C" y x1 � eo. • • • • • •• s s E ; jL3 •• • • • • • • • s • • date SEE TAB _ JL AppFloroved 8c diagcomCold¢gwiththe ••i ••• ••• ••• ••• ••• r i tl a06/01 �ft toy (MAX. DESIGN LOAD = 56 P.S.F.) DatcDSJ21/2tYJZ •AS Ji "" I�a MOTcc O SOFFIT CONNECTION DETAIL O ALT. SOFFIT CONNECTION DETAIL Mism[D,d PcodactControt . . . Id•~'anbr 'chic~•vK ... . . . . ... . ,,K SCALE : 3" = 1'-0" SCALE 3" c 1'-0" Dnn • • • ••• • • • E r,nQ ..0 -380 ... . . . ... . . sneet 4 at 10 D7 1�/n� no.c• 1 GLASS i -. GLASS II t ta' OR DOOR �".1,'`ai �. ( OR DOOR; Zt --NON-STRUCTURAL FINISH —6' Z2 IN �' 6** MAXI MATERIAL BRICK OR WOOD L''�fie —I _ t � I ! z! j Z... _ -ELCO (T.V A.S ) PANELMATE Y "' � �/T� t _ 4 c" -C I°1 q , tl w 3 w us FASTENER, SEE ANCHOR SEE TABLE 2 t i �` ' SEE TABLE 2 — - 6 2" x 2" x 093"Xi �Cn $ < EXISTING CONCRETE, ��! i I / SCHEDULE BASED ON 8J G: 1/4-20 55 MACHINE KL'. t UM STUD d� !w� Q 10 / CONNECTION`TYPE 2" r i BOLT AND NUT `Di:,' IIL ANGLE �j t t-> LLI � I o HOLLOW BLOCK, OR W000 ( / i r. { E� Uj FRAMING (SEE ANCHOR ;/ _ = -- 12" O.C. c/_c - �2 . `1/2" � g ; AI f'AX ti$' TILE QQ u I)mSCHEDULE BASED ON TYPE. ,: , _{-1/4" MAX. i� 'as J ( -- -- --_ E FINISH MATERIAL Ufr ¢ {ice OF STRUCTURE)----- I —� t-.G LL I EMBtd a I' / :� Z ( ♦• �- ,tea /i 1! I 3/4' PLYWOOD <w v iN c I f !/� T! n, �' II-,..2** x 4' x 1/8' CONT Z j �! / • -� I ( ALUM. TUBE (6063-T6) I S w a w F ��— w; !/'iNLj / �1/4" Ci POWERS CALK`IN S ' - 1/4"o POWERS CALK-IN (al 6" O.C. ;U0 L ; n SEE TABLE 2— /� ^•. •j ; t�MB ;! !' 1�1 vJITH 7/8" MIN. EMB. IN CONC. OR >= a u 1v.—h ❑+ ; �!�- (a� 4" O.C. W/ 7/8" M!N EMB j�, i I ! HOLLOW BLOCK OR ;/4"m LAG SCREW (W� t ( Z ! V INTO CONC. OR HOLLOW BLOCK. / 1V3 r G t •Q ' - /� i Li (J 12•• O.C. W/ 1-1/2" MIN. EMB. W I W _ i n 'r -�/2" x 5" x 1/8" CONT. } -( IN WOOD. Z z z w x ANGLE 6061-T6 ALUM. 1 >�-` ? `� Q 4 /`M9 1/2 THRU BOLT (ASTM A 325) (la 12" O.C. LYo / — 1/4"a POWERS CALK-IN (n 12" O.C. x ' / /, / `, 1,.'ITH 7/8" MIN. EMB. IN CONC. OR NOTES: THIS RETAIL MAY BE USED AT HOLLOW BLOCK OR 1/4"0 LAG SCREW r,.R GLASS � ( E i - - - � ��'-� OR-DOOR--T � ' TOP OR BOTTOM OF PANEL. —,- a ! (cl 24" O.C. W/ 1-1l2" MIN. EMB. IN WOOD �: '�g- -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063-T6 (MAX. DESIGN LOAD = 72 P.S.F.) ;�(D 11 �1� `.E3 (MAX- DESIGN LOAD = 61 P.S.F.) ;z W ` b T EDGE MOUNT DETAIL (MAX CESIGN LOAD s 72 P.S.F.) ; z ® WALL MOUNT CD SCALE : 3" = V-0 "PASS THRU" DETAIL Ja i SCALE 3" = i'-0" C M O SCALE . 3' 1/ 6 b" /2" -- -- ! 8" x 3" x 1/4" A - LUM. ;Q 5 c. . - -, - ANGLE I L i HOLE FOR :; 1/4^_20 STUD I; i cc I FASTENING PANEL / W/ NUT dal 6" O.C. b d I ) 2" x 3" x 1/6" ) - - - - - - - ;- - FOUR 1/4"m POWERS :'-2" x �" ALUM. J t ALUMINUM ANGLE V. x .. 't ;-? I otxi - , ►A STU[ANGLE CALK-IN ANCHORS W/ I - 1/4' -20 STUD 7/8" MIN. EMBED. c" `� —��. x x O OSS 6063-T6 ALU`t. TUBE ; I�In -t«I 1 IN (� a VE !: 1 44 1 EXISTING S. 1 1 'a p Vl`I' 1 ( 1 INTERIOR FASTEN( CONC. 4' O.C. r STING CON'RETE• IL' x ` I ; ; =}n, NG 1-1/2"� �1-112' HOLLOW:' BLOCK, OR '^'COD OR " x ' " OR 2" x 6' Imo• !';ilo gl ANGLE ASSEMBLY FRAMING P 1 `WOOD BLOCKING ! � INTERIOR FASTENING i,ia�;�� SCALE: 1-1/2" = i'-0" FASTENER, SEE ANCHOR SCHEDULE i� •;o yl i ANGLE ASSEMBLY REFERENCE CONNECTION "TYPE 2" SCALE: N.T.S. j > i�� _I�r, 1!» MAX. r'-�; 1/2' ^'AX !� }"1u121� Approved ascum piyinLwlththe Florida Huldin�Code =(•I ! b Z :0NT w, lktc� _ I 1/4-20 S.S. BOLTS W/ WINGNUTS 1 `1a. — ( :� ¢ &Siem{Uadt Product Control ( V.J. KNEZEyICI i C 24" 'O.0 MAX. (TYP.) ! r UiV� n jmo�css(o�uvENc in! GLASS � i OR DOOR ANGLEtA • • • • • • • • • I F'k g�y3 MAY VARY-� �f PUNCH HOLES IN ADJACENT IE t x •• •i ••i i i i•i •• - t PANELS TO RECEIVE THIS BOLT 11 of • • • • • • • • - • I PLACE PANEL OVER EACH �� ' m; •• ••• •• • • • •• l _ '1'1 �•�,> ADJACENT PANEL AND FASTEN I� 2" x 2" x 0.125" CONT, WINGNUTS FROM THE INSIDE SEE TAU-LE —' 2002 `.� TO 4" x 4" x 0.125" NOTE: "I-- • • ••• ••• •• • 6063-T6 ALUMINUM • • • • • • • • ALLOY OR 18 GAGE WOOD BLOCKING LIMITED • • • • • •• • II sr• 3/06/011 TO MAX DESIGN LOAD OF •• • • • • • • • • • l�J_ _j (MIN. t= 0.0478" ) GRADE 40, 72.0 P.S.F • • • • • • • • • • fs�•u o%a.+n by ( GALV. STEEL ANGLE STORM PANEL INTERIOR ••• • • • • ♦SNDTE9JI !i O ALT. CORNER DETAIL ® FASTENING (ISOMETRIC) HEADER MOUNT DETAIL �•��np�' n•��.�or 1K ---__V/K tg_ —V ' ••• • • • • ••• • • dravinq nn —SCALE : 3" = 1'-0" SCALE: 3" = 1'-0" SCALE 3- = 1'-0" • • • • • • 0Q_380 • •• •• • • • •• •• 1- -"Sheet 5 of 10 1, ••• • • • ••• • • (32/12/02 09.54 _ ----- d SEE MIN. SEPARATION ` 1" x 2" FROM GLASS SCHED. tl { t J I2., x 2" TABLE 0-055" 6063-T6 ALUM. TUBE TABLE 2 --� i 2.. x4 , i2' x 5 ----� - - OR2x40R2x6 GLASS J v *2'• MIN._ P•T WOOD BLOCKING OR DOOR w i z;:t r-SEE TABLE 2 cJii I ;; ti • z-1140 RAWL CALK-IN 4" O.C. GLASS 7/8" MIN. EMBED. IN CONC. OR DOOR— W/ I ti - 1 a We EMBED. ; ( OR HOLLOW BLOCK w; n `-1/4"- ,20 STUD & WINGNUTPANEL f ; 41 - �; i i, t rias do N _ t _i—' 6 COt1T ! o i +dry, TO ANGLE CONNECTION 12'• O.C. '{ i 2" x 3'" I x I U`t FOR PANEL s 8'-8" AND 6�O.C. FOR ! § wl F j 2" x 4::1- 1/8' ;i E; 06 , �$ PANEL LENGTHS GREATER THAN 8'-8" dd m l t I2" x 5"I it co L.J - - . ' 6063-T6 ANGLE — �, I a MINIFes! 1 II — i 4W .µ_•' S b i u'. FASTENER, SEE ANCHOR r{ 2 �! / --`—' LLi n SCHEDULE REFERENCE \ , ! 1 J co / F a i;�`n CONNECTION"TYPE 3" - i, I:- j Z{ w:' ie i!. Q / M 1 `-' x{ F ,; _ _ �� n+� _ F a d; 1 J' L -I�11.� EMBED. � _ // , _=- /= t & 4 NGNUTMACHINE - 00 C >_ � � Iu '" WIN c�. - GLASS k ! h� OR (P 6" O C FOR PANEL �� Z = 1 LENGTHS GREATER THAN 1OL" OR DOOR \- r ; '� CONT. j I �.�- tJON-STRUCTURAL', (TYP. TOP & BdTT01i} uj E / � r i Z D 1--' 6 `. SEE TABLE 2-, y L }Cl u •. ; ter, xo .. M_ �� •- ' ( I x•1/4"O MACHINE I , 2-1/2" T— EXISTING CONCRETE. ,. BOLT @ 6•' O.C. S -- HOLLOW BLOCK, OR WOOD X1/40 RAWL CALK-IN 6" O.C. ,1/4-20 MACHINE BOLT FRAMING I .4 [�!a W/ 718- MIN. EMBED. IN CONCRETE & WINGNUT (til 12" 0.C.;. i ,rt,, , OR BLOCK OR [(no�� 6" O.C. FOR PANEL 4 I. b LENOiTHS GREATER THAN 104". `�., NOTE: 1. THIS DETAIL MAY BE USED AT (TYP. TOP & BOTTOM} I .tNr_i. : to �h _ i TOP OR BOTTOM OF PANEL. NOTE THIS DETAIL MAY BE USED AT Z-t i 2. WOOD BLOCKING LIMITED TOP OR BOTTOM OF PANEL. Z I s� 'd 4 TO MAX. DESIGN LOAD = Q Z ALT. TRAP MOUNT DETAIL 72.0 P.S.F. STORM PANEL BUILD-OUT �a I o SCALE : 3" = V-0 AB ALUM. TUBE BUILD-OUT AC SCALE : 3" = 1'-0" Q c 00 SCALE - 3" - V-0" WIT USE ^ H L 7 _ 1/4-20 x 3/4'• MACHINE SCREW - WITH .675" x .675" GLASS OR I t x .125" SQUARE - DOOR— i i HEAD— p 1 07 '•. �r -rz grc SEE TABLE 2 ^NYLON BUSHING x\16 Io�.�o�0,3' wi TO LOCK STRAP IN T - _ {-DETAIL AE N* PLACE USE A THUMB o:Ww %;' /^ 0^n 1/4-20 S.S. N . (T,'P.) I� rsIV �'.. HSCREW EAD BORTA TRUSS Z:�w / r I �\ ISI .Y - I 1 xi w� i t � 1 t1a o• LD N ib I ui E� � o _ .., , r 1/4-20 x 314" - ��'w �---FASTENER, SEE ANCHOR ' / MkCHINE SCREW + 1c= V� }{ % WITH .675•' x .675'• 1 irr+ntEssr �c Lvn�rn, r-�— i kpgg DSCHEDULE. REFERENCE ; , E I i� CONNECTION"TYPE 1" 1 x -SQUARE / `/ !Ft c f Er Mo: EXISTING CONCRETE, i , \ He AOJ° Oa 1 I / HOLLOW BLOCK OR WOOD FRAMING. ! / i I 5/16" I.D. AND Approved mcomphingriththe ; ••� ; !\ i 1/2" O.D. x 3/16" FtaridaBaidin}(Code r� 1 i' MINIMUM NYLONDateC�3/vl 2 FINAL t \ • • • • • • • • • I BUSHING OR 1/4-20 LOCA T ION •• ••• •• • • •• 9 2 /.!1/16" (GALVANIZED) tiOAN - OF STUD NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN NUT _.- ---. Di}am} Jade Prodtta Control a,r. "h"HEADER OR"U"HEADER TOP MOUNT MIN. Dly!lo 03/06/0,1 (� C-TRACK ASSEMBLY - INSIDE MOUNT ® C-TRACK ASSEMBLY - (BLOW UP) SY d C-TRACK ASSEMBLY (ISOMETRIC lIE•1�) ; •• •• �• ,-= - dr--n by 'Cy SCALE: 3" = 1' - 0" SCALE: HALF SIZE A • • • • • • • • wsHorrn} — `.v� tJ.T.S. • • • • • • • • • • • ••• • • • • • �tl•a.gn DY rcn°c1.°O D' dr;v'; n• ••• . . . . .•• . r 00-380 1 • • • ••• • • • r sheet 6 of 10 02/12/02 09:55 ... . • . ... ° . P ANCHOR SCHEDULE ` FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR - VARIOUS DESIGN LOADS AND SPANS LL! LOAD MIN. 2" EDGE DIS"rANCE • -- Ur CC (W) SPANS UP TO SPANS UP TO SPANS UP TO ZD 5' - 6" 7' - 6" 10' - 6" � v ANCHOR TYPE MAX.I- PSF (SEE NOTE i) (SEE NOTE 1) (SEE NOTE 1) 0 (SEE CONNECTION CONNECTION CONNECTION W h.- NOTE TYPE TYPE TYPE 1 1 2 3 4 5 1 1 2 3• 4 1 5 1 1 2 3 1 t. 1 5 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 62 12 12 12 12 12 12 11 11 12 9 t2 6 8 12 6 I.• - - 67 12 12 12 12 11 12 9 10 12 8 12 6 0 12 6 1/4"0 ITW TAPCON OR 72 12 12 12 12 10 12 8 9 12 7 12 6 8 12 6 1/4"0 ELCO TAPCON W/ 1_3/4 MIN.EMBEDMENT 92 12 9 10 12 �8 112 6 8 iZ 6 12 6 8 12 6 (MIN.3.000 P.S.I.CONCRETE) -- -- -- -- — — 112 12 6 8 12 6 12 6 8 12 6 12 6 8� 12 6 200 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6- 1-8 12 _I 2 11 12 7 12 11 8 12 5 12 4 6 12 4 62 12 12 9 12 -6 12 5' 6 12 4 9 -4 7' 3 *�:munnli:AlC�lllllllll �•- _ -- -- \� * Rllllllll'll:�h-' 67 12 10 T8 12 5 12 4 6 12 r.- 9 4 7 3 1/4"0 ELCO MALE/ 72^ 12 8 7 12 5 11 4 5 11 3 9 4 7 3 FEMALE"PANELMATE" W/ ——--—.— — - 1-3/4 MIN.EMBEDMENT 8 1/4-20 MACHRIE 92 12 4 6 12 4 9 4 7 3 9 4 7 3 SCREW WITH NUT -- — -- — — — -- -- —-- —\— -• -- (Mlrr.3.000 P.S.I.CONCRETE) 112 10 3 5 9 3 9 47 3 9 4 7 3 \ __ - 200 9 �` 4 7 3 9 4 7 3 9 4 7 3 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 ,r '111„111r 62_ 12 12 -12 12 12 12 11 9 12- 9 12 -6 -7 12 6 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 1/4"o POWERS--S CALK-IN -'- _- -- - ' — - - -- -- W/7/8"EMBEDMENT 72 12 12 11 12 11 12 8 -8 12 8 12 6 7 12 6 A 1/4-20 STAINLESS -•- — -_ — ... STEEL MACHINE SCREW 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 (Mltl.3.000 P.S.I.CONCRETE) 112 12 6 7 12 7 12 ^6 7T 12 6_1_12 6 7 17. 6 W 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12- 6 f-• 48 12 12 12 12 B 12 12 10 12 5 12 4 7 12 4 ui 62 12 12 -10 12 6 12 5 7 12 4 10 3 5 6 3 U 67 12 11 9 12 5 12 4 7 12 4 10 3 S 8 3 Z1/4"0 POWERS 72 72 O 8 9 12 S 12 4 6 12 3 10 3 5 8 3 RAWL ZAMAC NA -IN EMBEDMENT y92 12 1. 7 12 J. 10 3 5 8 3 10 3 5 8 3 U (MIN.3.800 P.S.1.CONCrIErE) 112 t0 3 5 9 3 10 3 5 8 3 10 3 5 8 -3 200 10 3 5 8 3 10 3 S 8 3 10 3 S 8 3 48 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 6T 12 12 11 12 9 12 9 8 12 7 12 4 -6 12 5 -•- •-- 1 67 12 12 10 12 9 12 7 7 12 6 12 4 6 12 5 1/4•'0 11 RED 11E AO 72 12 12 10 12 8 17. 6 7 12 6 12 4 6 12 5 D'.NABOLT SLEEVE - — - -- _ ANCHOR 9" MINN EMBEDMOIED 92 12 7 ^7 121.6 12 4 6 12 S 12 4 6 12 5 _ _ _ t^V P 7f' •*1 > (rt1N. 112 12 12 S 6 12 S 12 t. G 12 S 12 r• 6 12 5 J�-- 3.000I'.S 1,CONCIIETE) _ G• >- n - >3 •-• a 5 7.00 12 J. 6 12 S 12 1. 6 12 5 12 J' 6 2 5 7 I. - (ltcc n r \FK 1.6 12 12 12 -12 7 12 11 10 12 5 12 1. _7 12 4 ' °!zz 62 12 12 10 12 ^6 12 S 7 12 4 9 5 7 3 n.?N1� -67 12 10 9 12 5 12 4 7 12 4 9 5 - V--, r)7 ' 1/4'0 ASHLEY 72. 12 8 9 12 5 11 t. 6 11 3 9 5 7 3 _ a EW .__ ..s (]UILK-SET S(R .. .•' ... WIrH `. ... u MIN.EMBEDMENT `92 12 1. 7 -12 -4- 9 \` 5 7 3 9 (min.3.0uO P 5.1.CoNCRE I E) � 5 7 -3 9 \\ 5 7 3 r. 112 10 3 5 9 3 9 200 9 \ 5 7 3 9 3 9 \� S 7 3 t•8 12 12_ 12 12 12 12 12 12 12 '12 12 12 9 12 tl -62 -12 12 12 12 12 12 12 10 12 11 12 7 7 12 8 I ) .'-_ 67 12 12 12 12 12 12 12 10 12 11 12 7 7 12 0 1/4"0 POWERS RAWL DROP-13N IL 1/4_20 72 12 12 12 12 12 12 11 9 12 10 12 7 7 12 8 SIDEWALK BOLT (3/4"0 _ -_- -•- _ HEADI W/ t-1/4' 92 12 12 9 12 10 12^ 7 T 12 8 12 w7 7 12 8 MIN EPIBEUMENT _.__ _. . _. _ . ..7 ---....._ 0.11N.3.000 P S I.CONCr1E7E) 112 12 8 8 12 9 12 7 7 12 8 12 7 7 12 8 • • • 20C '2 7 i 12 9 12 7 7 12 B 12 7 7 !2 8 • ••• • • all 0000• • • • • 0000 • • 0000• 0000 • • • • • ANCHOR NOTES: 0000• •• • •• •• 1 SEE: SHEET n OF 10 FOR COMPLETE ANCHOR NOTES. •600• • •• 0000•• • • •• 0000 0000• • • 0000•• •0006 ••.• 0000.• •• • • •. •0000 0006 • • • • 0000 �._. r"-- - ... . . II I alts • -n p' f 0 V 1 S 1 011 IN .I ;� •uN. I 'pr ,a<� _ 1 i^ O.OF4U" ALUMINUM �KNEZEVICH & ASSOCIATES, I�JC. I? ;(� 1 ale ( r mL no dA1e bJ(_._._na�cnpl,en - pl �I.p 1 � _._ STORM PANELS (CONSULTING ENGIr1EERS • PRODUCT TESTIFIG I A) II <CII y 67 (0 o7/96J OtyJK:PRF V.DAAWwG Neit )t/it/9Jw ASADD TFST040 t DUO torntKt71 I 0. , 1290 N.LJNI'IEpstrf ORNS.SUITE 1W •FORT LAUDERDALE,FL 3:33'2 I.J �.=-�r-•. o I +J 97/19t0)1+A�—CDWItr COrtMFhTS I 1.A 8%t 2-'**J '�W o I n I�•r I, r ._.-.. _ ._— _.. .__ �� C . 1 7 TEL:(951)362.28F10•FAX.(954)3a2-2989 •FLOFL•DA GOA/3205 ftzV -')515-:71 1. .'C�. ~ ;w °�' •�• � �C - I r � .. . ..L_ _-..-._- __T i aq'L IBJ ti",-u I I �REP.£TTE.R'hV!MIEIFIIGN CC1A•E MAIL-KA'ti,r1EZEYCM CG►A NAmnufra�turIm + d I r__ - ---- ---- , O tCF I ib� 1 o ,<n v•1� 1 - 1 < •�y � ••' -•!--- � t- —JI (COP'/RIGHT D 2001 KNE2EVICH•d ASSOCIATES,INC. I<�I�p C-.� iu C n I ' -!. ! � igrM:1 P+J•ELS•NA.7MiCJ01gCCl'GT3 MI•.SG�CC1nE..i«^'1 r-------- —'-------- - x L , . N e V O O N O aI ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE LOAD (W) SPANS UP TO SPANS UP TO SPANS UP TO CC PSF S — 6 7 — 6' 10' - 6" ~ ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) X CC (SEE CONNECTION CONNECTION CONNECTION w NOTE TYPE TYPE TYPE 1) 1 2 3 4 5 1 1 2 3 1 4 5 1 1 1 2 1 3 4 1 5 48 12 12 9 12 5 12 8 7 12 3 8 3 5 8 62 12 10 7 12 4 9 3 5 9 3 6 :71 3 5 f —. �1ui1 67 11 7 6 11 3 8 3 S 8 6 3 S 1/4"W ITW TAPCON OR 72 11 5 6 11 3 8 4 8 6 3 5 1/4'•m ELCO TAPCON W/ -- 1-1/4"MIN.EMBEDMENT 92 8 3 5 8 6 3 5 6 3 S 112 7 4 6 6 3 5 6 3 5 200 6 3 5 6 3 S 6 3 S 48 12 12 12 12 8 12 12 10 12 6 12 5 7 12 4 62 12 12 10 12 6 12 6 7 12 L. 10 3 5 8 3 *C1111111111C11111111111111t� 67 12 11 9 12 5 12 5 7 12 4 10 3 5 8 3 72 12 9 9 12 S 12 4 6 12 4 10 3 5 8 3 1/4"0 ELCO MALE/ -- — FEMALE"PANELMATE"W/ 92 12 4 7 12 4 10 3 S 8 3 10 3 5 8 3 1-1/4 MIN. EMBEDMENT & 1/4-20 MACHINE -- SCREW WITH NUT 112 10 3 5 10 3 10 3 5 8 3 10 3 5 8 3 V 200 10 3 5 8 3 10 3 5 8 3 10 3 ' 5 8 3 (, 48 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 0 62 12 12 8 12 5 12 5 5 12 3 8 4 6 m �I'111111 67 12 9 7 12 4 11 4 5 11 3 8 4 6 11 l 11 72 12 7 6 12 4 10 3 5 10 3 B 4 6 W 1/4"0 POWERS CALK-IN W W/ 7/8"EMBEDMENT 92 11 4 5 11 3 8 4 6 8 4 b 8 1/4-20 STAINLESS "Ni STEEL MACHINE SCREW 112 9 4 8 B 4 6 8 4 6 C) 200 8 4 6 8 4 6 8 \ 4 6 z 48 12 12 10 12 S 11 7 7 11 3 8 3 5 8 p\x O — 62 12 9 7 12 4 9 3 5 9 6 NN 4 5 67 11 7 7 11 3 B 3 5 8 6 4 5 1/4"0 POWERS 72 10 5 6 10 3 7 4 7 ` 6 �� 4 5 O RAWL ZAMAC -- — AIL IN W/ 1-1/8" g2 g 3 S 8 6 4 5 6 - 4 5 MIN.EMBEDMENT ,J 112 -6 `�� 4 6 6 4 5 6 4 5 0 200 6 \ 4 5 N, 6 4 S 6 4 5 LB 12 12 8 12 6 12 10 6 12 4 10 4 4 10 3 `t 62 12 12 6 12 5 11 4 4 11 3 8 3 6 _. Mv_ z nr 67 12 9 6 12 4 10 4 4 10 3 8 3 6 1/4"0 ITW RED HEAD 72 12 7 S 12 4 9 3 4 9 3 8 3 6 \' DYNABOLT SLEEvE �� - ANCHOR W/1-1/8" — — •�I � c MIN.EMBED. 92 10 3 4 10 3 8 3 6 8 3 6 3 7 8 3 6 8 3 6 200 8 _\ 3 6 \ 8 3 6 8 �� 3- 6 12 12 12` 12 7 12_ i t 10 12 5 12 _4 7 _12__4 ,12 12 1012__6_. 1 Z5 -2.. 12_ 4 _9_ \ S_ 7 3 ur 111111it1tll1lltllr`�` 67 12 10 9 12 5 12 4 7_ 12 _4_ 9 1/4"0 ASHLEY 7�_ 12- 8_ 9 12_ 11M 4 6 11 _�_ 9 .�� 7-_j_ OUICK-SET SCREW -� - "^ ' WITH 1-1/4" 7 ..�._ ,4 S- 7 ,_e�_ -2_._ 5-._.7 MIN.EMBEDMENT 92,- �z.�. 7_ 17� - J _112_ 10 3 5 9 3 95 7 3 9 ��_5 7 3 200 9 �` 5 7 3 9 �— S 7 3 9 5 7 3 00 ANCHOR NOTES: • 01.SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0000•• • • • • 0000 • • 0000•• 0000 • • • • • 0000•• 0000•• •• • •• •• 0000• • •• 0000•• 0000• •• • 0000 • • •• 0000 0000• • 0000•• • 0000• 0000 0000•• •0606 •••• . • •••• n T� (�-- revisi n 0.050 ALUMINUM �r —� KNEZEVICH & ASSOCIATES, INC. ` . r { r !7il(� pll 2 ` r mt� no e6t. b tluerl•U•e STORM PANELS CONSULTING ENGINEERS • PRODUCT TESTING i;O < all* N 0 00/66/0 1K PgEV.DRAWING Ne 96-110 .. I C 17c'< IC �--•C I Z I 1 01/17/02 W A9AD0 IESTNIG I ICCO Com%N7 1260 N.UNIVERSITY DRIVE,SUITE 180 •FORT LAUDEROALE,FL 53322 Cc, S `^' I 100/++/e�wA COUNTY COnnENti �'�C=�'�, TEL•(9641382.2800•FAX3(9641362.2989 •FLORIDACOAI3205 IW�` �� W �� I MADDEN �o�� 'o t o fV U' C = + )�jl I I WEBSITE:WWW.IWEZEVICH.COM•E-MAIL*KAOIQ4FIEVK�I COM ' •o',Q II<nl Q�a �pI wZ m I ' I i i I Manufacturinp fiY( •1)O.E<r01 ` If COPYRIGHT 0 2001 KNEZEVICH d ASSOCIATES,INQ I I�i1�� t N_ J SOP4 P.+h�15•PA76.V PRODUCTS wsI"fOCdGN!L1�:76 tU z d Z- gg x —m a< �1g Yi to w U Iii U Qo ANCHOR SCHEDULE � FASTENER MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN LOADS AND SPANS LLt LOAD MIN- 3/4" EDGE DISTANCE din - 2 (u W ( (r (W) SPANS UP TO SPANS UP TO SPANS UP TO Q= `-4 Z 5' - 6" 7' - 6.. 10' - 6" !•tf- 0! c z PSF (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) z 6i lY F-0 ANCHOR TYPE MAX. =YI gg'U):D (SEE CONNECTION CONNECTION CONNECTION U LU NOTE TYPE TYPE TYPE >Z U) w Cl) 1) ANCHOR NOTES: N SHOWN IN TABLE 1. 1 2 13 4 15 1 12 I 3 L 5 1 2 3 14 15 1.SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. _ w'° 1 m 48 12 t2 12 12 t2 12 12 10 12 11 12 9 7 t2 8 ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE Z o � Lu o _ ]C 41`_ u 1 62 12 12 11 12 12 12 11 8 :2 4 12 6 b 12 6 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. _— --•-. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R'I€� �� ! THAN OR EQUAL TO SHUTTER SPAN. y, CII. b 1/4"0 x MIN.3" 72 12 t2 9 12 10 12 8 7 12 7 12 6 6 12 6 ire LONG LAG SCREW 3.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 �� W/HEAR PARALLEL OR 92 12 9 7 121 8 12 6 6 12 6 12 6 6 12 6 RECOMMENDATIONS. I� SHEAR PARALLEL OR PERPENDICULAR TO 6� x WOODGRAIN112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES W%LL FINISH OR STUCCO. 1z-j 9; i 200 12 6 6 12 6 12 6 6 t2 6 72 6 6 12 6 5.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. o. NOT PLYWOOD. �a 48 12 12 11 12 12 12112 8 12 11 12 9 6 12 8 6.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER Q a. C SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" n 62 12 12 9 12 tZ 12 11 6 12 9 12 6 4 12 6 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE �p�0 v f ❑ {�ttrc�t� "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE: 0S111t1111U1it1111 67 12 12 8 12 71 12 9 6 12 8 12 6 4 12 6 PHILLIPS PAN HEAD OR HEX HEAD. C� •i 1 III " 7111J1]1111�1 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN 7/160 WOOD BUSHING BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER Q ! W/ 5/8'•MIN.EMBEDMENT 92 12 9 6 12 8 12 6 1 12 6 12 6 4 12 6 HEAD (SIDEWALK BOLT), U.O.N. S 1/4-20 STAINLESS STEEL MACHINE SCREW 112 12 6 5 12 6 12 1 6 4 12 6 12 6 4 12 6 •� � �J, 200 12 6 4 12 6 12 6 4 12 6 12 5 4 12 6 E. �� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ---- s : 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. UNi NT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 MOUNT (off 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEEDa}z i VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION I.11 '�ile!Q 67 12 12 12 12 12 12 11 1 10 12 9 12 6 8 127 OF KEYHOLE SLOT OR KEYHOLE WASHER. 1/4'm ELCO MALE/ 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 *10. 4-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4-20 SIDE WALK BOLT IF FEMALE MIN EMBEDMENT W( 1O KEYHOLE WASHERS ARE USED. {Yljt Iafo�" 1-7/8"MIN EMBEDMENT I I I 8 1/4-20 MACHINE 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 SCREW WITH NUT .—. 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 121 7 12 6 8 12 712 6 1 8 12 7 IPROFESSIO EN ECRI FL LI - No: •• ••• • • • • • •• PE 983 tippto� 'd ss complying-1th the •• • • • • ••• • Florida Blsld2 g�° •. .•• .• . • . .. _ 2 ' ZO LN ( tCOMM ••• 00: ••• •• 1 001111ID1D&dt Prod t • • ••• 3/ 6/C1.• D1YLS10 •• • • • • • • • • • • Isul• tarawn by see pr • • • • • • • • • •. • AS NOYCO •� tlaaq�by tth•tt.•tl by V Ix l; V/M; r drawlna no j •'• ••• 00-380 • • • • • • • • • • sheet 9 Of 10 02 19/q2 15:18 •• ALUMINUM STORM PANEL T ALUMINUM STORM PANEL T SPAN SCHEDULE A MIN. SEPARATION FROM GLASS SCHEDULE A B 1!!1 B EMINIMUM SEPARATION MINIMUM SEPARATION UzB L NEGATIVE FOR ALL MOUNTING POSITIVE FOR INSTALLATIONS FOR INSTALLATIONS zr $ E 2 ACTUAL SHUTTER 30. OR LESS ABOVE GREATER THAN 30' _W +i , Uf • W 1 DESIGN LOAD CONDITIONS DESIGN SPAN GRADE ABOVE GRADE (n { W LOAD(W) (FT - IN) (INCHES) (INCHES) (PSF) L MAX. (PSF) ¢� I H {FT-IN) BAR NO BAR NO BAR o tl1 o , 30.0 10 - 6 3 - 0 2 3 1-1/8 06 W r 35.0 10 - 4 4 - 0 2 3 1-1/4 use, o �� - o2 > 30.0 5 - 0 2 3 1-1/4 Lw t J rW� 40.0 10 - 0 7 - 0 2 3 1-1/2 45.0 9 - 8 n • � x 8 - 8 2-1/8 3 2-1/8 =z W a 50.0 9 - 5 10 - 6 3-3/4 3-3/4 3-3/8 C3� � � a -'z 55.0 9 - 2 3 - 0 2 3 1-1/8 uj ° 60.0 8 - 9 4 _ 0 2 3 - 1-1/4 wh ; 62.0 8 - 7 40.0 S - 0 2 3 1-3/8 z Z 65.0 8 - 5 7 - 0 2 3 1-5/8 67.0 8 - 2 8 - 8 2-1/2 3 2-1/2 70.0 7 - 10 10 - 0 3-3/4 3-3/4 3-1/2 72.0 7 - 7 3 - 0 2 3 1-1/8 Q y�LhN33 75.0 7 - 3 4 - 0 2 3 1-1/4 � = tv�'� 5 - 0 2 3 1-3/8 I:)Z-i d" tsiik' 80.0 6 - 10 50.0 w [�� 90.0 6 - 1 7 - 0 2 3 1-3/4 �Q a 100.0 S - b 8 - 8 2-3/4 3 2-3/4 JIL C 110.0 5 _ 0 9 - 5 3-3/4 3-3/4 3-5/$ 1 ¢� W 3 - 0 2 3 1-1/8 00 in 112.0 4 - 10 4 _ 0 2 3 1-1/4 O� 120.0 4 - 7 60.0 5 - 0 2 3 1-3/8 O 130.0 4 - 2 7 - 0 2 3 1-7/8 .401 140.0 3 - 11 8 - 8 3 3 3 `_ 150.0 3 - 8 9 - 0 3-3/4 3-3/4 3-1/4 e N 160.0 3 - 5 3 - 0 2 3 1-1/8 S 170.0 3 - 2 4 - 0 2 3 1-1/4 180.0 3 - 0 70.0 5 - 0 2 3 1-3/8 ly u 9 6 - 02 3 1-7/8 Approved as comply Ing trlth the i o a o z 190.0 2 - 10 7 - 0 3 3 3 Florida BtrWxg ode 200.0 2 - 9 Date 2.008 - 8 3-3/4 3-3/4 31., > - blismI Dade Product CoII(rW - -- NOTES. t3y i i oaAL- r - 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.) POSITIVE v�d.KNEZ H LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOADS r �NEEa LOAD ARE ACCEPT ABLE. .• ••• • • • • • •• rFL L C afro. • • • • • • • • • P 098:3 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD • • •• • • • • • TO DETERMINE MIN. SEPARATION FROM GLASS •• •i i i 000 i•i •• •• ••• •• • • •• 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES, 1;� D S �Q�2 USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION . . ••• ••• •• • D MAY BE USED TO DETERMINE ALLOWABLE SPANS • • • • • • • • • r ,r• • • • • • •• • • 03/06/01 •• • • • • • • • • • • --"- 'rd -0 Y L ABOVE SCHEDULES i S 2 ARE FOR USE WITH DSO" ALUMINUM ••• • • • • • As"!!Trp STORM PANELS ONLY aa,q�ay c,i.ch:VJK ••• • • • • ••• • • drs--g • _00-380 • •• •• • • • •• •• i sh•tet t.7 of 10 SEP 2 a 2905 2 333