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WINDOW PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t J J ((f C) \ Job Address Y 3 'L. 3 ci 1 - Tax Folio ) (- , 0 4 - Di 3.- Lo 5-0 0 Legal Description Historically Designated: Yes No d Owner/Lessee / Tenant Sb-e. — C ;?—.0 l �'� Master Permit # - ( d 96 Owner's Address 23 r) c- C- 1 I S I Phone ' S* - ci ,),N 6 71 / /7 S) - `f11 i Contracting Co. 64i Address Qualifier Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION '' S'-a LC_ 1 b Square Ft. 0 \psi -Oc.)�� b Ctrrvc) V,e lci Dvb Estimated Cost (value) ( 0 0 ©S ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFlD f: 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 o ' g. Furthermore, I authorize the above -named contractor to do the work stat Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date Notary as Contractor or My Commission Expires: My Co ' ssion Expires: FEES: PERMIT / RADON Date •■ C.C.F. APPROVED: VA1/. TOTAL DUE /2 S i -- I Zoning Building Electrical '- ^hanical Plumbing -y -e/ er- Builda� f• �, . s.l. ; :^„ NOTARY ■ BOND Structural Engineer Miami Shores ViI ge Building and Zoning Department Miami Shores, FE 33138 RE: Property located at (address and legal description) O\1 SAa -c\_sL. Gentlemen: As legal owner of subject property, I request the cancellation of permit number " issued to , for the following reason: 1 U S �, v. � : O60,2._ w Date of last • _ -= I hereby apply S \ ;�: to apply for suermits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any lent action or ciamage, cost or expense (including attorney's fee) resulting from the canceilation of the existing permit or the issuance of a new permit. I furthermore assume responsibility . for the correction, if required, of work performed under - the permit for which I am requesting cancefiation. Very truly yours, (owner's se e) (print name) . STATE OF FLORIDA COUNTY OF DADE: U HOLD HARMLESS r authorize (new contractor) For T t r y- c . /1 (print name) Prime contractor (only if subcontractor holds permit or if :. change of qualifier) lU (side) Date t11 / - 1/(U / The undersigned, being the first duly sown, deposes and says that he /she is the legal own of the above property. Sworn to and subscribed before me this i day of 2- Notary Public, State of Florida at Large 03/29/01 20:55 FAX 3055530835 ENRIQUE VAZQUEZ • March 27, 2000 Metropolitan Miami -Dade County Department of Building 111 N.W. First Street, Suite 1010 Miami, Florida 33128 -1923 Owner Name: JOEY RETER Project Name: TERRACE REMODELING/ SLINDING DOORS Address: 323 NE 91 STREET Attn.: Building Official ,aam , 0 9ao 63 da,.a . 7 5��54UiJ 77.E ea .9Z/r 33796 405J 385- 0935 Gentlemen: Please be advised that I have performed a visual inspection using normal procedures in installation of four (4) sliding doors at the back of the above referenced house. Based I hereby attest that to the best of my knowledge, belief, upon the conducted inspection, and professional judgement, the work was done using sound engineering p ractices, in compliance with the manufacturer recommendations, and the SFBC. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, 4r, '10A-1.4 Juan B Ordonez, P.E. Florida Reg. No. 43380 Engineer of Record C.c.: File 1002 Da a Q ) Type Insp'n Permit No. Name Address Company Approved MIAMI SHORES VILLAGE BUILDING DEPARTMENT 30 5- 795 -2204 Building Inspection Request Time For Inspector:S z_ /c/ ` Name & Date Correction 7 S1— s N ,11/44 „ Re- Insp'n Fee ,/ V e - �'"' `< _ -.��.■•..> Miami Shores Village, Fla. OWNER J A4 B1) DATE 39 iue 9l C - ADDRESS INSPECTION TIME READY PERMIT NO. /4111/1 t 044 'TELEPHONE @DV/ s"-f- q 1 1 / 4 ff - Y 7z? CONTRACTOR INSPECTOR DATE 1#3 • PERM', PLICATION FOR MIAMI SHORES VILLAGE Date l e 3 - 0 / J o b Address 2 3 ,e6 C / / 'S ' Tax Folio 11 U 1 3 ` 45 Legal Description /kW/ -' C ' .t fr/�� 4 /k Historically Designated: Yes Owner/Lessee / Tenant 'c C �% Maste rt ftit # C 7 - 4' I 1 h 1 Owner's Address ,31 C7l 5 1— Phone �J "' Yi �� .�� @ )7 � ! �. Contracting Co. �j � d f %'7 „/ �� ek � Address 1 /0 � �� e : f:"11/(-12 SS# - Phone= `?-' (6 1 70::3 Qualifier /,,C ' CS4 A-A' / 6 / 2 State # ( CO & / G / Municipal # Competency # Ins. C °r 75:49 7 ( 3 � � !3 ci,(2 hsvc r7 E. Address / .5 Ct /. Architect/Engineer Bonding Company Address Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PL UMBING MECHANICAL ROOFING PAVING FENCE SIGN WV/T l co ie .0/ t1 liers WORK DESCRIPTION Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 regut, ^ting . Furthermore, I authorize the above -named contractor to do the work stated. construction and z Signature, r and/or Condo President Expires: ,;070„ . • JOAQUIN REVILLA, III MY COMMISSION # CC 964188 *' IN • ▪ RS .• .�_ : EXPIRES: December 29, 2004 %'Ap R:•`` Bonded Thru Notary Pubic Underwriters No My op Pr Inn APPROVED: Zoning Mechanical P ;30 70 ra /Cce // ! e d/or Condo President RADON a/ 3/o) Date Estimated Cost (value) Si ature of Contractor or • ..arfiffe. �J ntractor or 0 o s on Expires: uilder uilder JOAQUIN REVILLA, III MY COMMISSION # CC 9641 EXPIRES: December 29, 2004 Bonded Thu Notary Pubic Unde,w5 era No My Building Address /646/ /)/1€k/ /mil / O /vvf C.C.F. / 6 0 NOTARY �® dewre (.4„4 1 Electrical TOTAL D I o- No V 3 / 46 / / Date 0 Plumbing Structural Engineer aciii-v`S -11Er r iveka � HroVa.-/ / /UByic e _ cceiJ/a.exe__ ktig v-- /_-)49-7-11 s‘ iiiittv 03/29/01 f:55 FAX 30o, J ' �ua t ,gcica £ t 14 e x55: 4r.. 99. c greet ✓ :aiiu; . �'crca 33996 talc.• /3'8.r- & 'o u: (..9 .,85 0915 March 27, 2000 Metropolitan Miami -Dade County Department of Building 111 N.W. First Street, Suite 1010 Miami, Florida 33128 -1923 Owner Name: JOEY RETER Project Name: TERRACE REMODELING/ SLINDING DOORS Address: 323 NE 91 STREET Attn.: Building Official Gentlemen: Please be advised that I have performed a visual inspection using normal procedures in installation of four (4) sliding doors at the back of the above referenced house. Based upon the conducted inspection, I hereby attest that to the best of my knowledge, belief, and professional judgement, the work was done using sound engineering practices, in compliance with the manufacturer recommendations, and the SFBC. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Juan B Ordonez, P.E. Florida Reg. No. 43380 Engineer of Record C.c.: File ENRIQUE VAZQUEZ 0 002 Mar O 01 11:29p co *`G►4 ire Sf;r3t1CC et., n�T' 9 - 04 -99 "Recertified ", Na This property described as Lots 15 and 16, Ulock 48, AN AMENDED PLAT OP MIAMI SHORES SECTION NO. 1. according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. • • i r C. a ..../ aJu v .A. CsI LWF.d t G 44 14.'80' 10.01 • •I o C.9e 4.4 4�S • ql. 4o' Z9. pa' 7 • i5 f!/ /OO- r ►- 1 a 14. O O 4.66 645 ▪ p 4 tso.10 1■ rem Mr c'; r ti . 410 20,00 Gieg 0 rifewrce di • 6\ y ▪ . - ae. !M •I. SO Sots 1Jy GIs e. s ' .p... t z.cma/ f I sea' o � s`.raea,at . t» 1 E .- Nat o. '. Ct- el° Not valid unless embossed with Surveyor's Seal. . 7 I Joagli. n Rev i l i a III A BOUNDARY -MAW! I he.eb, cN that oho tw••• .e°.e. tents.: h..een matt it.(htimwnt ..chntc.t losulards ao loan by IM Ro..d at 4.nd Sw w.OA /w.u.nl Section •72077, 74.W am /Moo ore no.acroechwrrw., mot .nfe.w . t •••epin4 on the Mu. she. thaw as tMww.IWel*. 113. Res. tend Sonora No `3 y� Nnrju i•. I f.1 !rite t 4,0 ., • s�- and Certified oAre scout To revised. 03/08/01 11:00 Pave Me. el..'" ' T 0 ~ea e " l t P ' T ,.t .snu.r .t �..� PROPERLY OI: Reiter, Joey. _ 323 N.C. 91st Street. Miami Shut. n. l7RAVYN Y L- 305 971 0970 F .r S 14 0 vi la s 0 o 1 w B Q i •i -0 a E w " S • 0 'c 0 O 0 0 U' - 3 . 4 -0 • a CO e e ta-A B 1 7oGli f' i tnaK �lfz- • of 9 o_ 5 3 0 'a s 2 n 3 t CANNES and GARCIA, INC. ENGINEER; - LAND SURVEYORS - LAND PLANNERS 359 Alcasar Avenue, Coral Gables, Flo. Office address: 40$OS.W.0 h Awtauwe4la l.1Joridsf]33S Mailing address: P.O. Bole 581131, Miami. Florid• 33156 1'1756 130516G6- 7 179.6080 9 -29 -87 "Certified To" Added, 2 - - y Hecerti aed Certlj''te '1'o 190 -1064 and Names changed and Flgod rpie added.l,9 • 9 -17 -92 "Recertified ", certified To and Names revised. cc y!_r a dis Mrse, # TX /RX0744 P.002 p.2 a Mar 08 01 11:29p i . I . A ssi+noor natitinerntla n r' • s.t+rr.. .. CI rrdd..r •y PV 1 q = C a.. C/. aCala. Ilse% I CI CAMP L. • C..•.. 14 1 INC • Rnt..same.' e t P • eat•o•1e rw.•I•wr• rod I I IP • 0e0•11••wr•1• F III • rrADom war n 11 • dsed.M Len n. • DOW Neemti• nn•■• I•n 9#11111,N P C • Pohl we 1 en • P••1.•tt I a Pat 0 • nw• • agr.•y IIP •Wee Ps** Vele • woe. MW Its al All rknruares antllor encroachment sl by visual 101U1s. Lggaluaoersllil, at G bl '11w tsar of Ihb surrey is o Iasi 11,c c .l certification. Ant other Intended use st et (:ode resttkibuts nod 1i1k search are and d) littarrprusnd utlilles nod eacraarbtorn .1 lice Ibad hlforalaliun shown bet roods, or damage and doe+ w.. creak Gabilil, mulls front refitting. on said lufarsnalh Il The lands depkird berms were surreys:. 01k sire nook or ilaplirJ. . /WOO ZONE; X FLOUR 1144()RAIATIllell Commonly number: 120652 Panel aumMter: 93 Saint: 11 Oak: 3 - - name Ekrsnome Not Reailabl liearh.its. If way ttboarn based a.. _•�. CniTWIVn TO• PROPIRIY Of: Nast i a a alIIIIw, UN: rataa raw. L.• Ia1.a telal•40.•a.•1:••e,11...s 11011.. IA g..•4 • MN" 1.1.111. test n sere Joaquin Revilla III P r r: o • w.••n +l ..+rnra.•w el • t:••••••• tees• nw.lr. Y•' •• ...or.. . • .• - 1Nea•sr.1 II - fwrswM lInp I Foe • A • I:,••• r•yL in'n hereon are of nppnrrnl oulttraErnrr nwmr afar era air tletertnlned. y lw•Ivc :atd q.rcil i. "v .d Ibex perso ., punks or ltenirsti an+ chau•n in lbw 11 require op Men approval keret the trrtltr$MC.•nrrrrnr ar fires.. • Irllcclyd ao Ibis sorra•o. ir ony. oni !train.. e IN t•t .: u I.r I 1111111. r POP Pwc ��, „_ - ,�_ I rr Irreure) • a•.w., • P001551(115100 V.•atp nlow t MS a••• -• Para d thew• • ot.t iolply ohm lb.- referral yd 000p.i rain or win toll he free 1'ruen flooding 11w pat 1 el the firtu. sot ...firer to- rinpbge.• the, tel. fin' ant daotore Thal per the trral dearripliwn mud ao claims as In ownership or miners or Al Title Insurance Group, nc.; Attorneys' Title Insurance rued, Inc.; Reiter, Joey, and Hone Loa Corporation d /b /a Expanded Mortgage credit, its successors and or assigns. 1 M.N.. •l1I1 .Ma W ..as. ../a. Nr ••J M.• r• wont w., •. w•taal a.wa..d■ N. 4Y. It) .5, •ord 1 lava l+•. /Iw.I -. t .y... 411C.17.11 II...d1 A.twi..a..ahe Cdr P••••••• M . *widow fLM II. Law.. 1k..a re•n •wt.w.n.�.w. ..r+.n. atw..•... yy.raiy„HS the 0., •.1.e• 6sw .. E. 91st Street Mimi Shores, Florida 1 UM M%404/1 t :Atlt'IA. 1Nf'. 1.11.1► JIM , i111IY►: Y f 1111 •h1A PPl:Its.I.AMI► Pt.ANNMtts ERNESTO E. ESPINOSA 12946 (Mier *Abp.*: Vie Air•••. •s.. ere. roast r:•IL• 15.1.1..111.1.1 a.1NI l •.r•• 7.19 111 sr.I.a•w 1 F•1t :1.11 uA'1E "toe.14. [ UI *AiVM By 03/08/01 11:00 305 971 0970 p.3 PNRelof2 a • styles MP • Ono .. tRd• +Wa C•aR•• tan • tt• eeste1 RIP +Nob ben Apo RION • $14..•1 4F. elle*g.••.....1 • II14tv4 :. Nil 108078 # TX /RX0744 P.003 -;2 3 /1/Z i/ S y MAR- 15 -01' THU 02:35 PM STAINLESS METALWORKS Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -751 1 SIIUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99- 0804.01. (Previous number 99- 0105.03) This letter authorizes C 0 A% to use our 20ga, pan is under number 99-0894.01 to be used at the following job: Ai Sincerely, Victor ruz President or FAX NO. 3056857511 P. 01 Enrique Revilla Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. • MIAMI -DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. CONTRACTOR LICENSING SECTION 14475 N.W. 26th Avenue (305) 375 -2527 FAX (305) 375 -2558 Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 GA. Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0804.01 Expires:01 /04/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 1 of Approved: 01 /21/2000 Building Code Compliance Office Internet mail address: postmaster ©buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division 0„z., rancisco Quintana, R.A. Director Miami -Dade County Homepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Inc. 5. LABELING ACCEPTANCE No.: 99- 0804.01 APPROVED JAN 2 1 2000 EXPIRES : January 4, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0105.03, which was issued on February 5, 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999,,1ast revision #2 dated December 23, 1999, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. • 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. Each panel_shall_ bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. akar, P. E. - Product Control Examiner Product Control - Division 2 of 3 Florida Storm Panels, Inc. APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. a 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Noticd of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No. : 99- 0804.01 JAN 2 1 2000 EXPIRES : January 4, 2003 Helmy ar, P.E. - Product Control Examiner Product Control Division N r i .32S 1 "F" TRACK SCALE : HALF SIZE 085 i O WINGNUT SCALE HALF SIZE 1 6- 1 /4- (TYP) r C 1 1/4 MAX W /04 /Cr 1 ,• III ^I 188" 5 00" 1 5.0" 469 WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION EXISTING CONCRETE. HOLLOW BLOCK OR WOOD F RAMING I PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 1.50 12 50 COVERAGE 14.50 O STORM PANEL SCALE 3" • 1' -0" X i E PLAN VIEW OUSE r ■ r • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYP) L ELEVATIONS©5 1 16 (TYP EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 5 00" 3 500 — =- 25` } + I1001 TOP MOUNT / -- 3O BOTTOM MOUNT 0® OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 1) - OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SHALL BE "h OR - U - HEADERS. BOTTOM MOUNTS SHALL BE - F - TRACK OR STUDDED ANGLES WITH STUDS ® i -1/4 0 C. OR DIRECT MOUNTS WITH ANCHORS (� 6 -1 /4 O C . -- 16 GAGE GALV STEEL GRADE 50 00 "I OPTIONAL LEG DIRECTION 1 STANDARD CHANNEL SCALE . HALF SIZE r ■ r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 4 AND PLAN VIEW S. NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW I. NOTE 81 1 W J 7 r o 2 2 U W N -I J J ° o, L o: ° of N cc W N LL 0 .L I- OVERLAP FASTENERS TYP. ISEE NOTE • 81 4 16 GAGE GALV STEEL NGLE CLOSURE PIECE 1 • 2 MIN TO 2" • 5 MAX. FASTENER 16 12 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 0" 0 C FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1 813 2 000" O "h" HEADER SCALE 3 a 1' -0" 5.00 16 GAGE GALV STEEL GRADE 50 OPTIONAL LEG DIRECTION 75 75' SOFFIT CHANNEL SCALE • HALF SIZE 1.00 WIDTH UNLIMITED 14 GAGE GALV. STEEL 5 00 MAX. CLOSURE © SCALE : 3 • 1' -0" C SECTION 1/4 MAX \.1/4 MAX EXISTING CONCRETE. HOLLOW -.BLOCK OR WOOD FRAMING 4 N 0 01 0 .0S0 " . 250'1 ( 1 813 - 1 1. "h" HEADER 1 (PERP. TO PANEL SPAN) 1 I I • TOP MOUNT 00 OR DIRECT MOUNT 1 • r TUBE. MAY BE 7 WHERE REDUCE': SEPARATION FROM GLASS -- IS REQUIRED SEE SEPARATION FROM GLASS SCHEDULE. SHEET PLAN VIEW & NOTE 3 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW 1 NOTE 81 BOTTOM MOUNT (TYP) 0® OR DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3. BOTTOM MOUNTS SHALL BE - F - TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4- O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -I /4- O C. 1/4 -20 • 3 -1/2 BOLT WITH WASMERED WINGNUTS Cm 12 -t /2 O C. (TYPI -PLAN VIEW SCALE 1 -1/2" • 1' -0 2.000" 062 SCAT E . 3 • 1' -0 GALV. STEEL GRADE SO OR ALUM. 1 • MIN .085 47 KEYHOLE WASHER SCALE : HALF SIZE J 4 I- 0 N a 0 2 0 USE 1 • 1 ■ 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 1 TYPICAL ELEVATIONS 0 S. 16 )TYP ) 14 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 1.00" ° OLD 16 GA. _STEEL TUBE SCALE : 3 • 1' -0 L BOTTOM MOUNT 12- /2 -1 00 OR DIRECT (TYP) MOUNT TYPICAL ELEVATION (SYSTEM 3) NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP b BOTTOM MOUNTS SMALL BE - F" TRACK OR STUDDED ANGLES WITH STUDS ® 12 -1/2 O.C. OR DIRECT MOUNTS WITH ANCHORS ® 12 -1/2' O.0 1 -3/4 • OVERLAP MIN 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 .12S" 6063 -T6 ALUMINUM 16 GAGE GALV STEEL 'I 2" 3 4 OR 5" O 5 ANGLE SCALE 3" • 1' -0" 2 - MIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING S MAX Sa ANGLE O SCALE 3" • 1' -0" FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED FASTENER Cm 12 OC FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 13 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR S(HEOULE FOR ANY ACCEPTABLE ANCHOR) ANGLE .097" TYP. 1.50 1 SCALE . 3 = 1' -0 1 TYP. 1/4•• S S •STUD 6-1/1.3.0 C. OR 12 - 1/2" O.0 (SEE D ETAILS FOR SPACING) 1.50- I STUDDED ANGLE O SCALE : 3" = 1'_0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESUONED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (I 21.035 CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40. G 60 GALVANIZED COATING, WITH A MINIMUM Fy • 46.7 KSI , ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER•S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP 8. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8 PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1 • 1 • 16 GAGE STEEL TUBE USING 1/4 -20 • 3 -1/2 BOLTS W/ DIE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION 15 ,o) PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 • 1" BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION IS 1 16 ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS 1 TUBE ARE NOT REOUI ED NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 17 9 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No 95 -032 AND No 96 -009 10 A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIREO". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ! r:4_2/ 700o BY PRODUCT !1'O1. DIVISION BUILDING CODE STMPLIANkE OFFICE ACCEPTANCE NO 71" 494131 Id C O N 0 V.J. KNEZ PROFESSI• I E 0 0 0 • 0 N 0 u 3 a a 0 n n 0 s • H WEER FL La n e NO PEI! 0 0983 1999 7/19/99 Cyr.rn 6y . MC Ic•s.gn by •fcnur•e b1 ` VAC l ViK drar.n0 no. 99 -097 sheet 1 of 1. 01/04/00 12:55 SEE MIN. SEPARATIO ImaB ►�1 FROM GLASS i SCHEDULE (TABLE 2) I • 4a 07 CONT. GLASS OR DOOR ANGLE TO WALL DETAIL SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 0 WOOD STUDS all 24 0 C MAX EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE2• FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1• EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING K2/ WALL MOUNT SECTION SCALE 3" = 1*-0" rAmprtal 0 11P- 1„111,,:, AI ,D N All ON T „,„„,„,„.„„„\v„,, (1t4SMS (ID 10 - 0 C 2 - 1 /4'• . 4 -1/2 S S LAG SCREW @ 24 O C MAX W/ 1 -3/4 PENETRATION IN CENTER OF STUDS 1'r 4 ■.125' OR 2 • 4 . 12S AL TUBE OR 2' . 6 P T WOOD W/ 1 /4 LAG SCREWS ( 12 0 C w/ 1 -1/2 EMBEDMENT FOR CONNECTION WITH STUD ANGLE . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) SCALE . 3" • 1' -0" 02 OR 03 WC** MAX. 1/4 -20 MACHINE BOLT b WINGNUT 09 (0 6 -1/4" O C. OR 12 -1/2 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING WOOD. CONC OR HOLLOW BLOCK STRUCTURE ITYP.) 1/4 -20 MACHINE BOLT b WINGNUT ® (B 6 -1/4 O C OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 SEE MIN. 4 SEPARAON FROM GLA SCHEDULE (TABLE 21 GLASS OR DOOR ©CONT E i GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3• EDGE DIST. O WALL MOUNT SECTION E (DIRECT MOUNT) SCALE . 3" • 1' -0•' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 MAX 4 1/4 -20 MACHINE BOLT i 3. WINGNUT 0 (0 6 -1/4 O.C. OR 12 -I/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 FASTENER. SEE ANCHOR SCHEDLILC. REFERENCE CONNECTION • TYPE 3' -- EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING B O CEILING /INSIDE MOUNT SECTION SCALE 3" = V -0' 0 X REMOVABLE FASTENER eh 6 -1/4 O.C. MAX. FOR SYSTEMS 1 OR 2 AND (0 12 -1/2 O.C. MAX. FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE1 •. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER E . ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOL WASHER • 1/4'• ELCO MALE WITH WASHEREO WINGNUT 6 -1/4" 0 C MAX. FOR SYSTEMS 1 OR 2 AND eh 12 -1/2" 0 C MAX. FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION .TYPE 1' . EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRANIIING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR EMBED FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1• UZI OR 1 r 4 ..125 - AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • /3 TYP OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT b WINGNUT (B 12 O.C. TYP. TOP t BOTTOM 0 O 30 1/2- 1/4" FOR COMPON (2� AND 3/4 F R T�:OMPONENT ENT • 1/4 -20 MACHINE BOLT b WINGNUT 90 (A 6 -1/4 O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0'• 0 THREE 1/4 "0 WOOD SCREWS W/ 2 - MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1** MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER (A 24 O.C. MAX.) 2 R WOOD JOIST. TRUSS OR RAFTER 4112 SMS BETWEEN TRUSSES (B 10" 0 C MAX. y-1/4 MAX. 1/4 MAX. APPROVED AS COMPLYING WITH THE SOUTH R.ORIDA BUILDING CODE DAT ' 2' 20110 BY PRODUCT CON I "L DIVISION BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. 9y_ OFo 0/ NOTE : USE OF THIS DETAIL IS LIMITED TO 172 PSF. F ) SOFFIT MOUNT DETAIL SCALE . 3'• • 1' -0" U Zz —I- ai 2 W."- U _ O O J Q. 2E Iu EO 0 91' n cc 2 • G 5 aW 8 z W N W o I W g i T,1 C.) la >,Z W- N g H W 2 z = 0 U Y OJ W NQ Z4. >2 <0 01- / Q 0 W O NN N O N 0 V.J. KNEZ PROFESS FL Lic No I PE 0 83 I At EER 1999 7/19/99 acele AS Norco, drawn by I MC [(Nic[(Nic Oy ked . dr.v.ng no. 99 -097 fdes.gn Dy t VAC sheet 2 of 4 STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS "F" TRACK NEGATIVE DESIGN LOAD (W) (P.S.F.) MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (a 6 -1/4" O.C. OR . STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (10 6 -1/4" O.C. SHALL BE OR STUDDED ANGLES WITH STUDS (a 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS (1D 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. • '' PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 - 0 - 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 8 - 8' 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 ! 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 i 8- 4 5- 10 120.0 5 -9 • 7 -11 5 -5 130.0 S - 3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 V2 .- -ALT. LEG DIRECTION (TYP1 GLASS OR DOOR SEEIMIN SEPARATION r , J41 EXISTING CONCRETE , HOLLOW BLOCK OR WOOD FRAMING O EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK I- . In 0 n. fn /n,n1 i 7. C,4 ALT. BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0 ALUM OR GALV STEEL SPACERS AS REO•O FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION *TYPE 1 • .41.� S� t %MAI: Mill SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 21 P Er— ■ 1 0 U2 0 W 0 O u 0 EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR FASTENER. SEE ANCHOR SCHEDULE, REFERENCE SCHEDULE. REFERENCE CONNECTION • TYPE 1 • CONNECTION• TYPE 1 • 1/4 -20 MACHINE BOLT L NUT (S 12 O.C. SA CONT. (T•P. TOP IL BOTTOM) EQUAL 1/4 MAX. ALUM. OR GALV. STEEL SPACERS AS REQ'O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL SCALE : 3 a 1' -0 0 1/4 -20 MACHINE BOLT L WINGNUT 09 (B 6 -1/4 O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING 0 (SEE TABLE 11 TYP, I TOP L BOTTOM Vi EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT 3. WINGNUT09 (B 6 -1/4 O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION • TYPE l • 2 0 2 2 4 a X 4 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 0 "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL SCALE : 3" • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ON •TYPE 1 • W 0 0 W SEE MIN. SEPARATION FR OM GLASS SCHEDUL E (TABLE 21 SCALE 3'• a 1' - 0" 1/4 -20 MACHINE BOLT 1 WINGNUT p6—i/4— O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MACHINE BOLT L WINGNUTQ9 (A 6 -I/4 O.CoOR 12 -1/2" O.C. USE STORM ' / PANEL LENGTH CORRESPONDING t STUDS SPACING (SEE TABLE 11 T e� •u\\u\n EMBED Ani 4 ANGLE MAY VARY IN S /8 STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL O ALT. CORNER DETAIL K SCALE : 3" • V -0 T A B L E SCALE :1-1/2 s 1' -0 0 1/4 - 20 S.S. BOLTS L WINGNUTS09 O� p MIDPOINT OF PANEL SPAN OR 9 Sr D C. MAX. (TYP) • 2 a 2" a .125 MIN. CONT. 3105 -1414 OR 6063 -T6 ALUMINUM ALLOY OR I6 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY OPTIONAL HANDLE LOCATIO 3/0 "0 HOLE FOR FASTENING PANEL 8 - ■ 3"x 1/4 - aV- 1 -1/2" ALUMNUM ANGLE 701 -1/2 a 1-1/2 - AL. STUD ANGLE 3/4 1/4 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 8" x 3 x 1 /4 a 1• - 1-1/2 - ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 POWERS CALK -IN W/ 7/8 MIN. EMBED. IN CONC. CO 3" O.C. OR 1/4 POWERS STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE (A 3" O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS LIMITED TO s72 PSF AND A MAX. PANEL LENGTH OF 11' -0 OL STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2 • 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY 1.81-MgrAr ZJ Peaa DAT s A2 2 PRODUCT CO C OL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 79- a,13-101 mum REIM 7 / sheet 3 of t e 2 g 0 z Z N C 0 rA No 983 99 -097 EER 19/95 [drawn by HC fd.s:yn by liclut4o0 D ` V JI( V1, Droving no. FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD P Sr MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO S' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) PANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 _ 3 CONNECTION TYPE 1 2 3 (ONNEC TYPE 1 TION 2 3 ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE ;1111, IIIIIIIIIIIIIIIIIIIIIIIINIIIIU> 1/4 "0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 4 8 12.5 12.5 12.S 12.5 9 8 12.5 5 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 62 12.5 12.5 10 12.5 S 6.25 12.5 3 5 12.5 12.5 12.5 12.5 7 10 12.5 4 8 72 12.5 10 9 12.5 4 5 12 3 4 12.5 12.5 12.5 12.5 5 9 12.5 3 7 92 12.S 6.25 7 12 3 4 9/ 6.25r 3 12.5 7 11 12.5 3 7 12 4 5 2 30 8 4 3 8 230 3 8 / 3 10 / 4 4 10 � T / 4 10 4 1 !]"' I�� ° `1\1111"11`1`` 1/4 "0 ELCO MALE / FEMALE `PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 11 12.5 6 7 12 S 12.5 12.5 12.5 12.5 6.25 8 12.5 6.25 62 12.5'10 8 12 3 5 9 0 L. 12.5 10 10 12 3 6.25 9 0 5 72 12.5 7 7 10 4 4 8 r, 3 12.5 7 8 10 3 5 8 4 92 12.5 4 6 8 t A 3 6.25a A 12.5 L. 6.25 8 A /E113' 4 6.25 4 3 230 5 N/EllMI VZ IEWMEIV * E 1/4 POWERS CALK -IN W/ 7/8" EMBEDMENT E. 1/4 -20 STAINLESS STEEL MACHINE SCREW 8 12.5 12.5 12.5 10 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 • 12.5 62 62 12.5 12.5 12.5 12.5 12.5 12.5 8 8 12.5 12.5 6.25 6.25 12.5 12.5 1.5 12.5 12.5 12.5 12.5 12.5 • 12.5 12.5 12.5 12.5 10 10 72 12.5 11 12.5 • 7 12.5 5 12.5 12.5 12.5 12.5 11 12.5 9 92 12.5 = 8 12.5 5 12.5 4 12.5 10 12.5 12.5 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 125 6 12.5 6 48 6 25 . 6.25 6.25 • 6.25 6.25 6.25 6 25 6 25 6.25 6.25 • 6.25 6.25 6.25 0 ' / 62 6 25 • 6 25 6 25 6 25 6 25 5 6 25 6.25 6.25 6.25 6.25 6.25 6 1/4 2AMAC W/ 1 EMBEDMENT POWERS NAIL -IN -1/8" MIN. 72 6 25 • 6 25 6 25 5 6. 25% 4 6.25 6.25 6.25 6.25 6.25 6.25 / 5 92 6 25 6 25 6 25 A 4 6 254 3 6.25 4 6.25 6.25 5 6.25 4 230 5 O r/ r !/ 5 ' 6 / 3 6 3 6 V 3 HOLLOW CONCRETE BLOCK t11111111111111111111111111111111 48 12.5 7 9 4 7 12.5 12.5 10 11 •6.25 9 5 62 11 5 7 3 5 12.5 8 8 9 5 7 4 - 1// 0 ITW W/ 1.1/4 MIN EMBEDMENT 72 10 7 , � 4 6.25 0 ii 3 5 4 0 ' 12 9 5 3 7 5 7 6 A 4 3 6 4 a 3 ' 92 230 3 i v nnsm 4 4 i 4 it � _ •11/4' t /4 "0 ELCO MALE/ FEMALE `PANELMATE` W/ 1 - H 4 MIN EMBEDMENT MACHINE OR SCREW W O OR WINGNUT 48 12.5 12.5 X 11 12.5 7 12 12.5 12.5 12.5 125 8 12.5 6.25 6 2 12.5 10 8 12 5 9 12.5 10 10 12 6 25 9 / 5 72 12.5 7 7 10 A 4 8 " 12.5 7 8 10 5 0 8 O 4 92 12.5 4 6 8 / 3 6.15 12.5 4 6.25 8 4 6 25 3 2 30 5 ', %/�i E / ��i� � �i � * O 1/4 POWERS W/ 7/8" L 1/4 -20 STEEL MACHINE -1 CALK -IN EMBEDMENT STAINLESS SCREW 48 12.5 12.5 9 12.5 6 10 12.5 12.5 12.512. • 9 12.5 7 62 125 125 9 9 7 7 10 10 C 4 8 8 11.5 11.5 11 11 11 11 12. 12.' 7 7 10 10 562 S 72 125 6 6.25 9 4 7 12.5 7 9 11 6 8 7 ` L 3 92 11 3 S 7 3 5 12. L 7 B 4 230 4 4 re/ � S /1 3 S 3 625625 5, 3 6 48 6.25 625625 I' A 625625625625 O ) 62 625625625625 625 5 6.25625 4 5 625% 6 625625625625 625 S 6.25625 6 5 625re 625/ 4 4 1/4 2AMAC W/ EMBEDMENT POWERS NAIL -IN 1 -1/8" MIN. 62 72 6 25 3 5 5 3 4 / ' 6.25 3 6 25 615 � 4 5 3 230 4 /% /iira��4 ��A� �A'P FASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO S•-6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 1I�11111111111> 1/4`0 WOOD LAG W/ 1 -3/4•' MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 48 11 11 11 11 11 7 11 8 5 62 11 11 8 11 7 S 11 5 4 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 4 3 11 3 230 11 , �/ 11 r rl 11 r r / ` 48 6.25 • 6.256.25 6 6.25 4 111 `V 62 6.25 • 6.25 6.25 4 6.25 3 5/16"0 0.0. BRASS WOOD BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4 HEAD) 1" MIN. EMBEBEDMENEN 72 6.25 6.25 6.25r 4 6 / 3 92 6.25 4 .6 3 4 4 230 4 " / 4 V �l 4 V � T / / ^14. /i ^II ^ I 7. S N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FAC OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. /e DESIGNATES ANCHOR CONDITIONS WHICH ARE 9 NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. T A B L E 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (WI (P.S.F.) 4o.o 50.0 60.0 70.0 MAX. . PANEL LENGTH (FT. - IN.) 5 -7 8 -5 8 - 8 11 - 0 5 -7 8 -S 8 - 8 10 - 6 5 - 7 8 -5 8 -8 10 - 1 5 '- 7 8 - 5 8 - 8- 9 - 9 MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 MIDSPAN TUBE 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 MIDSPAN BOLTS 2 -3/8 2 -3/8 3 3 2 -3/8 2 -3/8 3 3 2 -3/8 2 -3/8 3 3 2 -3/8 2 -3/8 3 3 SYSTEM 3 • NO. MIDSPAN BOLTS OR TUBE REQUIRED 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A 3 -1/2 3 -1/2 3 -1/2 N / A MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN .I ALL CONDITIONS 1 -1/8 1 -5/8 1 -3/4 2 -7/8 1 -1/4 1 -7/8 1 -7/8 3 1 -1/4 2 2 -1/8 3 1 -1/4 2 -1/8 2 -1/4 3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT , Z >va o BY " 1 PRODUCT CON DIVISION BUILDING CODE COMPLIANCE OFFICE• AC(i€51ANCE NO. 7? -04F04 D/ • (U Zz I- co w.. F. 0 Q 0 _ o Ua O � N t/)a <`.", 2 ad W Uo -2 >; w -i w2 Z N 0 U O J III W NZ Z a >2 <0 0 W QJ O W ,NN Ca C 0 N m 0 at V • a 2 z 5 4 0 a s e V.J. KNEZEVICH P ROFESSIONAL E crn FL Lacer+ PE 0 1999 7/19/99 ( . A.S o I AS NOT[O,f aravn MC (ae..gn or lfcnuw•0 oy� ` VAC v ja Ora..ong no 99 -097 Sheer 4 Of 4 COUNTY COPIMENTS Type Insp'n �' � � 1,,1 (i_) I aritA-6 Permit No. 3P 03- ( Name -5 es ,s4 Ad 3 MIAMI SHORES VILLAGE BUILID1Nd DEPARTMENT 305- 795 -2204 Building Inspection Request Company_/ Phone # cJ I - 73S For Inspector: 1010- Name & Date Approved Date V / $ _ Time Re- Insp'n Fee ccE( e i47( PERMIT APPLICATION FOR MIAMI SHORES VILLAGE p 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Date 4 "S - Job A dress 3' 3 NL G 1 S Tax Folio /Owner /Lessee/Tenet Permit Type (circle one). Gbh Signature of ow Legal Description Historically Designated: Owner's Address SR 3 N E q 1 &re .44 Phon('f 3O ^ S 1-- 3Z 45 Contracting Co. Address Qualifier SS# State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. r lauxneria- `S .�, O J `G$S cicorr WORK DESCRIPTION: J n ew Sltc r3 g lc ss dDors Square Ft. J Estimated Cost (value) 1L7 ) tJ Q Q • WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. and/or Condo President Date Signature of Contractor or Owner Builder Date ary as to 'Iwner aid/or Contlo Presiden Date My Commission Expires „v1"04, Angeiz M Beo ke 7A Y ,Ay Commission 161500 3 xpires Nlovemlw it b, 7.006 a)it LL1ehk¢ ,iiMe 4 - 6-3 Master Permit # Yes No Phone ELECTRICAL PLUMBING MECHANICAL ROOFING Notary as to Contractor or Owner Builder Date My Commission Expires FEES: PERMIT RADON C.C.F V NOTARY . b D BOND APPROVED: TOTAL DUE- I V Zoning Building , "°' `t- o \C ; Electrical Mechanical Plumbing Structural Engineer k FLORIDA MBE E r� . The Sunshine State MARGARET CATHERINE LUEBKE 312 N wryey�,�, 331 VWtre Of6HOM SEA 04- -1467 F 5.07 „ CLASS:. E SAFE DRIVER " s - 00-#COO YE N IUOU 01 . 50700 011001 0∎77 COM07170700C000047 70.7 uutwt 7717,7 I NEU1 +' AN CON h10THE AEU.. OE DNS N(. NeCUNOS NEa.a O MIAMI - MIAMI -DADE COUNTY. FLORIDA METRO -DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070- Technology - rive CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAMOUS) 375 -2908 . PRODUCT CONTROL DIVISION (305) 375-2902 FAX (303) 372 -6339 Your application for Product Approval of Series SGD -2500 Aluminum Sliding Glass Door under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perfom3 in the approved manner. BCCO may revoke. modify. or suspe.nd the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Nokomis FL 34274 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0301.03 Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA[. CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:05 /22 /2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/08/2000 Internet mail address: postmaster (a?buildingcodeoaline.com Ali 60 BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORID.\ 33130-1563 (305) 375 -2901 FAX (105) 375 -290S CONTRACTOR LICENSING SECTION (305)375.2527 FAX.0051 375.2558 ! r fou;441 /1 0/i 4 Ak rancisco Quinl.uta. R.A. Director )Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buitdingcodeonline.com PGT Industries 2 of3 ACCEPTANCE No.: 00- 0301.03 APPROVED JUN 0 8 2000 EXPIRES May 22, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1023.03, which was issued on May 22, 1997. It approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SGD - 2500 Aluminum Sliding Glass Door and its components shall be constructed in strict compliance with the following document: Drawing No. 741, Sheet 1 of 6 titled "SGD - 2500," prepared by Progressive Glass Technology, dated February 14, 2000, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit.applications only, as shown in approved drawings. 3.2 Other configurations allowed: OX, XO, XX, OXO, XXX. and XXXX. 3.3 Head receptor is not allowed to be used in this installation. 3.4 For Design Pressure Rating vs. Door Size, and Reinforcement. See Comparative Analysis Tables in approved drawings 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1,1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Perez, P.E., Product Co Produt .ntrol Division xaminer PGT Industries 3 of 3 ACCEPTANCE No.: 00- 0301.03 APPROVED JUN 0 8 2000 EXPIRES May 22, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. • d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu- Perez, P.E., Product Produ • of Division Examiner REMOVE TOP RAIL ASSEMBLY SCREWS AND REUSE TO INSTALL TOP F7XEJ PANEL CUP TO PANEL JAMB. USE TWO 110 x 3/4" PAN HEAD PHIL(7S 134 ) TO ATTACH CLIP TO MAIN FRAME HEAD. NOTE 5 REQ'D 18" & 35" FROM EACd END & ONE AT MIOSPAN C'OR FIXED SLIDING GLASS DOOR PANEL INSTALLATION USE PART NUMBER 41814 IN BRONZE, WHITE, OR SILVER TO MATCH DOOR FINISH AND INSTALL WITH /8 x 3/4" (7834AA) PAN HEAD PHILLIPS SCREW AS SHOWN. USING BRACKET AS A ' EMPLATE PRE -DRILL LOCK STILE AND JAMB WITH A 3/32" DRILL BIT BEFORE DRIVING SCREWS. USE THREE BRACKETS PER PANEL AT TOP, MIDDLE AND BOTTOM OF PANEL USE TWO 110x.3/4 "PAN HEAD PHIL. (71034A) TO ATTACH BOTTOM CLIP TO PANEL JAMB USING BRKT. AS A TEMPLATE PRE -DRILL PANEL JAMB WITH A 3/32" DRILL BIT BEFORE DRIVING SCREWS. THEN ATTACH BRKT. TO SILL WITH /10 x 1 1/2" HE HD. TAP CON FURNISHED BY INSTALLER. ONE 7/8" x 5/8" x 1/8" x 4" LUNG ALUM. RETAINER ANGLE IN FRAME SILL Ar MID SPAN OF EACH PANEL BOTTOM RAIL, SECURED TO FRAME WITH FOUR 110 x 1 1/2" I't.T. HEAD TAPCON TO BE FURNISHED BY INS1.4LLER. ye Rmdsionr. Motesiol: PosPod to: IChled sr: rat*: ietePoncn UM.** WI:Out Pocwor t t/64 a .otz Dscine' .t1t70 Angoba = t' Stnes/ModeF SGD -2500 Description: SOD --2500 OXXO Devotion POI NQ: PART /7LSLIA WINO CLIPS ARE REQUIRED • FOR HIGH WINO LOAD INSTALLATION. CUPS MAY NOT BE REQUIRED FOR INLAND FIRST FLOOR APPLICATION. CUPS REQUIRE SILL WITH SCREEN RAIL FOR PROPER INSTALLATION. 1070 Technology Dr. Nokomis, Ff. 34275 vt DOR NC — WINED- P-IYIAC- WITH IthE, — SOUTH FLORIDA BUILDIf CODE DA PROD /:,T CO R0L DAIMON UUi'.O.% CODE COMPLIANCE CfTICE AC('SY ONCE NO ��030f D4 FAT INDUSTRIES { Sc t; Sheet: 1 Crowing ko. 'Rev: �.... 45" Daylight Opening 50.000 v,rprirA r ccrrinM HORIZONTAL .574 2.500 - Lr 1.032 SECTION 2.437 .500 T?. Reved E3.• Dote: .376 rrp. t tkd By: 50.000 Rrvilu: oterlot: 1.141 series/mode SGO -2500 1521 2.310 0 TIVomrtcps West Whir* ttoctiont: t t /61 Oeci i& .OD t Der .000 : /two: 1 • 1.452 50.000 1.096 t APF(IOVEO AS COMPLnNG WITH TNl SOUTH FLORIDA 8111LD34G CDC' DAT' DY PC,Uwt C . Ot D14 S +UY CUilO. , CODE COWLIANCE U?f 1N 4CCEPTAHCC tO. _ 0 1070 Technology Dr. Noxomis, Fl. 34275 INDUSTRIES Dearipiion: Section View w /out Reinforcement P47 HO: VENDOR NO: J Scale: I Sheet f D:orinq No, 2.562 —1 I Re,r. 107.063 103" Daylight Opening 45" Daylight Opening 50.000 108.000 HORIZONTAL SECTION } 0 n 1.250 �-- T n 4.550 _1 ,e 7,a z/V-te Material: Rowe, or Da a: 9).: .r-- 3.624 1.000 t Description: Sorioi/uodd: SGO -2500 diC2011. U'.k., ►light F,o tionz ! 7/64 &aim! -DX ! &yoke 2r 6 . 750 APPRC1ED AS CDKPLYik, vrTH THE SOUTH 1 IDA minim, CODE Psuuu r c :-001. d J:I.D.I•I. COX COS.lPli: CFrICE AccePraz nu QO - 030 /.0 1070 Technology Dr. Nokomis, A. 34275 Section View with Reinforcement INDUSTRIES Door Height Door Widths Door Widths 48,000" 45 000 " 72.000" 96.000" 72.000' 108.000" 144.000" 96.000" 144.000" 192.000" 72.000 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 80.000 60.67 60.67 80.000 60.67 60.67 60.67 54.04 60.67 60.67 54.04 60.67 60.67 60.67 54.04 96.000 , 60.67 60.67 51.73 42.03 60.67 60.67 51.73 42.03 60.67 51.73 4 2.03 108.000 60.67 51.46 44.83 36.02 60.67 j 44.83 36.02 60.67 OX0 or X)0( 44.83 36.02 OX, X0 or XX OXO or XXX OXXO or XXXX Door Height Door Widths 48,000" 72.000" 96.000" 72.000' 108.000 "' 144.000" 96.000" 144.000" 192.000" 72.000 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 80.000 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 96.000 60.67 60.67 1 60.04 _ 60.67 60.67 60.04 60.67 60.67 60.04 108.000 60.67 60.67 51.46 60.67 60.67 51.46 60.67 60.67 51.46 OX, X0 or XX OX0 or X)0( OXXO or XXXX Without Reinforcement o) Negative Design Loads (PSF) based on Comparative Ano sis. Door Height 72.000 72.000" 74.72 80.000 96.000 108.000 48.000" 100.87 89.09 72.05 63.04 65.08 96.000" 63.04 54.04 42.03 36.02 51.73 44.83 OX, XO or XX 72.000' 100.87 89.00 Door Widt 108.000" 74.72 65.08 51.73 • 44.83 72.05 63.04 OX0 or XXX 144.000" 63.04 54.04 42.03 36.02 96.000" 144.000" 192.000" 63.04 100.87 89.00 74.72 65.08 54.04 72.05 63.04 51.73 44.83 0XX0 or XXXX 42.03 36.02 b) Positive Design Loads (PSF) based on Comparative Analysis. With ALUMINUM Reinforcement (2) Negative Design Loads (PSF) based on Comparative Analysis, Door Height 72.000 80.000 96.000 108.000 48.000" 130.00 72.000" 96.000" 106.74 90.06 Door Widths 72.000' 108.000" 144.000" 130.00 106.74 90.06 96.000" 144.000" 192.000" 130.00 106.74 90.06 127.14 102.93 90.06 92.97 73.90 64.04 77.19 60.04 51.46 Ox, x0 or XX 127.14 102.93 90.06 92.97 77.19 60.04 51.46 OXO or XXX 127.14 92.97 77.19 73.90 64.04 102.93 90.06 73.90 64.04 60.04 51.46 OXXO or XXXX b) Positive Design Loads (PSF) based on Comparative Anatysis. Rsviiians: Motariah. Rsysd 8 Dais: CAkd By: l Dole: SLIDING GLASS DOOR 1.) Glazing: 3/16" Tempered 2.) Configurations: OXXO 3:) Design Pressure Rating: a.) Design Pressure Rating with Aluminum Reinforcement: +50 P. S.F., - 50 P.S.F. b.) Design Pressure Rating witnout Reinforcement: +35 P.S.F., -35 P.S.F. 4.) 2 Anchors Per Location as follows: MAX_ 2 3/4" FROM EACH CORNER (HC4D & SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 14.000 5_) Shutter Requirement: Shutters are Required. 6.) Reference Test Report o) FTL -1381 (W /out Reinforcement) b) FTL -1382 (With Aluminum Reinforcement) 7.) All Frame Comers & Panels Sealed With Schnee /goreheod Sealant 8.) Sill riser to be attached Max. 12" from end and 24" 0.C. APPROVED AS COgPLYIK WITH THE SOUTH RRDRUA 6U1.011D CODE ►t r PRO(; I ? .tkl7E Dit_S :Cti allitD,M1 CWT. coot!At :CE CIFICE ,c.I.rri. ,CE t:). _fL2' 03 ©1_ fry ;" c4 tratse 1070 Technology Dr. °sided .ax t Nokomis, FL tbv..1nar .taoo :. t 7 342 Sariaa/a/odal: SGO -2500 Description: SGD GXXO Comparative Analysis KT NO: 1 VENDOR NO 1 Salo: 1SAeat:• 1 Drawing, Mc. • INDUSTRIES Rev: 11 •• 11 1.500 ' 11 9 1 r itt . MAX. 1 x W000 — r BUCK 1/4" TAPCON 1/4" TAPCON 112 PANNE AD TYP. JAMB 4 • .. TYP. HEAD •1 1 1. 1.300 • • F1 4 • v • �btlN. V TYP. SILL 2 x **GOD BucK .250 l;ROUT 1.11.157 TRANSFER SHEAR LOAD TD S.A. B 1/4' TAPCON Imo TYP. HEAD TYP, JA MB 1rai 1 Lockstile 2 Interlock 3 Bottom Rail 4 Top Roil 5 Glazing Vinyl 6 Wheel Assembly 7 Plastic Bottom Panel Guide 8 Plastic -- To Panel - - -- 9 .320x:187 Top Bat. Rail Wstp - Pile 10 .200x.187 Interlock Wst • - Pile 11 12 zs/o-e) 10 x 3/4 Top Rail Assy. Ph. 1 4-20 x 1 Bo t. Rail Ass 19 ,Frame Sill 20 Frame Jamb 21 Latch Keeper 22 48 x 1/2 Tr. Ph. SYS 23 Screen Keeper 24 Latch Keeper Spacers 25 Jamb Bumper 26 j6 x 5/16 Ph. Pan SMS 27 . Hi -Rise S1! 28 J5 x 1/2 Ph. Pan SMS 29 Header Dust Plug - Hioh Pile 30 Sill Dust Plug — Low Pile 3 1 A18x3/4 32 .200 x .187 Jamb Wstp - Pile 33 Fixed Panel Clips 34 Fixed Panel Clips 35 Fix • Pans! Bracket Rovis1onr: Moleria1 Rasa By Ckrtc r.fr PP,. DESCRIPTION Chkd By; Dote: Pon Screw 13 Lotch Assy - Lock Side 14 Lotch Ass,. - Dummy Side 15 #10 -32 x 7/8 Latch Scr., Ph. Fl. SOS 16 Heavy Duty Astraaal 17 Aluminum Reinforcement 18 Frame Head SMS V.T. # 69362 69409 68173 Alcoa 68172 Alcoa 6T304K Team Plastics 7S -24Z Nationwide Industries 41802 PGT Industries - 4 - 1801 - - PGT Industries 6FELTK Schlecel 62003K Schlecel 71034A 720X1A 7LOCKK 7DUMY 71078 69492 612FBX 68179 68181 68180 7SOKEEP 78X 12TSAZ 47804 41818K 72087K 7PPBAA 69371 76X12A 7P69GG 7P3OGG 7834M 62003K 7L413A 7LSL IA 41814 Alcoa ^ Alcoa Fastec Ind. S• encer Products Nationwide industries Nationwide Industries Fastec Ind. Alcoa ladale.e Alcoa Alcoa Alcoa Nationwide Industries Fostec Ind. PGT Industries PGT Industries Eastcoast Rubber Fostec Ind. Alcoa Spencer Products Ultrafob Inc. Schlecel Ultrafob Inc. Spencer Products D &8 0&-B POT Industries VENDOR APPROVED AS CCtIPI'(tC VD'. THE SOUTH F O iDA BUIt NO CODE DA tt .gcet -e elf ea EY PRtDU CU .01 D1 \:S1011 BURDiNG CODE CerfltANCE ticCErl.ncE tea Oa - 030(. 03 1070 Technology Dr. Nokomis, R. 34275 VENDOR # AF -9362 AF AF -8173 AF -8172 VT304 /8 FS7831 -187 FS7819 -187 1 127 1134 1135 AF- 9492 31324 AF -8179 AF -8181 AF -8180 1137 & Plastic _ 1 138 AF -9371 1136 P6903c P3004G 1209 717 718 646 tT INDUSTRIES SCD-2500 OXXO Bill of Materials, Anchorage PCT N0: f VENDOR NO: i Sash: (Sh..t: I Oho wing Ne. I R:r NOTE: 1.) ITEM #2 WILL CHANGE TO ITEM 115 DEPENDING ON CONFIGURATION OF PANEL. CONFIGURATION IS OXXO. 2.) ITEM #17 USED ONLY WHEN ALUM. REINFORCEMENT IS REQUIRED. APPROVED AS COMP_YING WIN THE SOITN FLORIDA 8U!L)ING COOE DA: 0 Cr_ C2 PIiJ CJk . 01:'!S*3 BI�ID�I u COOE COW LIANCE OFFICE ACLtpW cr Nc. ea 030I.z3 Chkl : n T& F" ut,r._ redact rroe0ioar ! I /64 D. t O.emd .01a4 M9iiar. t 1' Swiss/Model: SG0 -250) Daacriptiai: 1070 Technology Dr. Nokomis, Fr. 34275 SGD -2500 QXXO Elevation PCT NO: I VENDOR NO: f Scats: Sheet: Drdrino No. INDUSTRIES Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/16/2003 Applicant: MARGARET Owner: LUEBKE JOB ADDRESS: 323 Contractor Local Phone: Parcel # 1132060136500 NE 91 Building Permit Permit Number: BP2003 -600 LUEBKE MARGARET ST Contractor's Address: Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 15 & 16 Fees: FEE2003 -2223 FEE2003 -2224 FEE2003 -2225 Description Building Fee CCF Notary Fee Total Fees: Amount $70.00 $2.40 $5.00 $77.40 Total Fees: $77.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/13/2003 Construction Value: $4,000.00 Work: REPLACEMENT OF SLIDING GLASS DOORS WITH NEW SLIDING GLASS DOORS Page 1 of 1 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for Panther inspection. This Permit is granted to the contractor or builder named above to construct the b ordinances pertaining thereto and with the understanding that the work will be perfor and approved by the proper municipal authorities. This Permit may be revoked at a authorization. A further condition upon which this permit is granted is the understan ordinances and regulations pertaining to the work covered hereby whether shown o by his agents, servants or,-mployees. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 agree to perform the wort with the plans, drawings, statements or specificatio bmitted to the proper auti myself, my agent, servants or employes. D‹ Signed: (Contractor t .w .ap CZ9S ~...efnr in strict compliance with all nfi z $ "e 9^ 9' n( a,?s - - aziw ON y18 ale(' OL9/E4■E9 BLK 48 LWT 1=295 •IIf9222209hL9tt :12 • � � P1900490:1 00°) -C d& Z£t H3V ati ak , ,0d Jo.rapo0 alp of Aed S£I££ 'I3 sa t o nLI qd !-� as ;s us �etW ANAtnrr TAT ,•t♦ i6HN£Z£ 9-07-0/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J o b A d d r e s s 00-3 /tie. 9/ 5 1 / L a Tax Folio ) 3 2 - - 0 6 ) bi e., Date Legal Description ntiansiltifc P rWt Ps Historically Designated: Yes No 10-46 L o o - i a e i(c B0 Lsrf Sizts i x l Sf Owner/Lessee / Tenant L U bkQ_- Master Permit # 376 Owner's Address � 41;3 —An,—Q. / Contracting Co. I a rY1 ► t I C o Qualifier kO.A..) ( Co L) State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1 WORK DESCRIPTION � e P late ce ' 1 4 0 r ; z n ►1'0.+ e0I I er / F i x e d Ui i d ©UJ i Fr @. n C s7 o/7 , Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. N " , A /L!l . / s Signs e o wner an or Condo President S Estimated Cost (value) 5 9Q N t ary as to Owner and/or Condo President My Commission Expi. s. „ ROSA 1. PALAC1OS lass°.t , (140 LADS e_ r Municipal # JO-910 0 a S'5 Competency # q78 506 39 y Address Address No. CC 7051 ✓✓ 25 1 1 Personally Known t. -Othe RADON Z 1 Date th r I.D. SS# SI Address C.C.F.3 • (9 t✓ NOTARY ° BOND APPROVED: Zoning Bu i1 Mechanical Plumbing Structural Engineer Phone J " J' Z 3 Address 1556 a N Lk) 8 A ve n u C'_ Phone Co DO 3 C7 � 0.F y 14 t1 d - t n .su r a n c Ins. Co. CP 4* i n e vl 1 -I Cc\ s vc: l / y ctor or Owner- Builder as to Contractor or Owner- Builder y Commission Expires: Electrical ROSA 1. PALACIOS My Comm Exp. 12/28/2001 �� No. CC 705125 1#'Personaliy Known 11 Other I.D. Doc,- L 5> vv. 7 / •a // Date TOTAL DUE / 6'/DN9/0/ Dat Jul 23'01 02:35p Yamill Glass & Windows NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ! I - 52 -Dco C 13 - 6 50D STATE OF FLORIDA: COUNTY OF DADE: a=J 18362356 2001 JUL 10 14 :46 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. /�.�-� 1. Legal description of property and street address: \O. .[ l,00 S Sec'. x- r r �� - P15 'le _1 l r ),\ R I 1 x 2. Description of improvement: g- I ace U) i v di, u vo S N- _Doo 3. Owner(s) name and address: n G.'t4 L A Interest in property: Name and address of fee simple titl eholder: 4. Contractor's name and address: l 0.On i 1 1 G 14 SS itho 4$ due , i a m i � Pt 5. Surety:(Payment bond repuiedby owner from contractor, if and address Name an Amount of bond $ q W i Y�� olv S 33 STATE OF FL QF1 ■DA, COUNTY OF DP-DE any)HEREBY CERTIFY that !Ns IS a true if:, :he C.. ;:r,3t tiled in fh:': olf;cc on n. ..___ !'y of r‘u 6 11 I mo .. vs '...t ;rvESS my hand and Gthc:at Seat. 6. Lender's name and address: AS N A rYteo GeERK.trcai By 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida )Statutes, Name and address: A 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) h I Le. L . Signature •,j Owner �n Print Own_ 's Name 11( i) KE Sworn to and subscribed before me this e9 d ay of J r.dY , 200 . . Notary Public Print Notary's N My Commission Expires 305 6280301 p.1 Prepared by /'/ar'4ard Lue4ke. Address: 323 ME ?/ 5 Tree f /t/gan l ; S h o re-S, FC PERMIT NO. ADDRESS: . MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARThIENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to ooreptltncv with eft FM_eraI, State, Cocrtty, Village rt.les tt d (eVat: s. Vgt;e =rats no responsibility for accvrecy otlor resttts tract these Bans. 2. This copy of plerts nwst be trtlltbte ca b.i ding site or no inspection rtii< IA e^wdocted. CRITIQUE SHEET JOB ADDRESS 3 7 /V o f J APPLICANT PHONE t APPLICATION ft 6,- SHEET OF MISCELLANEOUS e DATE COMMENTS INITIALS ,zt,, 164I1/y� 111•131021111211111111101011 -112== YAMILL GLASS & WINDOWS 15962 NW 48 AVE. • MIAMI, FL 33014 • TEL: 305 -62S -9300 • FAX 305- 62S -0301 WINDOWS • GLASS • SHOWER DOORS FRENCH DOORS • SLIDING GLASS DOORS 13(11 32_3 ti- ( S i • ('\ ?(. w lu�o�i 2) 2 -2- r,, h u T 1, ul V� �• CINv! . I soh 5 I'Y 2) 1.0 37 ,/50 ALA- " ? r n(44 N • ` o o r Ls • 7 /a ) 5o L /4,4 )l 0 s; r 3 / ,�50 �l /l yo y / ;4 )1 uX ,,(0?( x, 11 A/7 0X er I�r JUli IC, L U L U iu. ru MIAMi0ADE Robert L. Clark PGT Industries 1070 Technology Drive Nokomis, FL 34275 To: Members of the Building Code and Product Review Committee and PGT Industries, Applicant In accordance with Dade County Administrative Order 10 -3, which governs the product review process, thc Product Control Section of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to PCT Industries for 1"x Std. WaII - Aluminum Tube Clippcd Mullions , A'o. 00- 0912.05 , to allow its use in Dade County and its municipalities. To: Members of the Building Code and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of Codc Compliance in regards to the submittal of PCT Industries for 1"x Std. Wall - Aluminum Tube Clipped Mullions , No. 00 0912.05. Under thc provisions of Dade County Administrative Order 10 -3, which govcrns the product rcvicw process. You must review this documentation. If within 20 days from the dart of mailing, we do not receive any written objection stating the rcason(s) for your disapproval, this product will be automatically approved. To: PCT Industries, Applicnnt The Product Control Section of the Office of Codc Compliance, in accordance with Dade County Administrative Order 10 -3, which governs the product review process, has issued this noticc of proposcd action and intends to issue a Product Control Notice of Acceptance for your 1"x Std. Wall - Aluminum Tube Clipped Mullions , sVa. 00 0912.05, to be used in Dade County and its municipalities. unless a member of the Building Code and Product Rcvicw Committee or yourself has any objections. Should you not be in accord with this noticc of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office within 20 days of the date of mailing. Upon receipt of your written request a hearing date will be sct so that you can present your objection(s) to thc Building Code and Product Rcvicw Committee. Sinccrcly, ILL I1U- NOTICE OF PROPOSED ACTION Raul Rodriguez Francisco J. Quintana, R.A. Product Control Supervisor Director DATE OF MAILING: 06/08/2001 Mailed by: v -._ 1 1.J', . 1 .vim MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1601 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Us0 • proposcd acuon.dot Internet mail address: postmasterebuildingcodconline .tom 1 1lomepage: help : / /www.buildingcodeonline.com �Jy 19ti JUih 1G CJli1 1L• rut 111LU 1r 1L ILL 11U• 1711) 1JU 1.JVu PGT Industries 2 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Codc (SFBC), 1994 Edition for Miami -Dadc County, for thc locations where the pressure requirements, as dctcrniincd by SFBC Chaptcr 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1"x Standard Wall - Aluminum Tube Clipped Mullion and its components shall bc constructed in strict compliance with thc following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "I" Std. Wall Mullion Arrangement Dctail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robcrt L. Clark, P.E., bcaring thc Miami -Dadc County Product Control approval stamp; with thc Noticc of Acceptance numbcr and approval date by thc Miami -Dadc County Product Control Division. Thcsc documcnts shall hereinafter be rcfcrrcd to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to bc installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Prcssurc Rating vs. Mullion Lcngth and Opcning Width, for cithcr lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, scc corresponding table in approvcd drawings. 3.3 Window sizes and design pressures arc to bc limited only to those appearing on charts rcfcrcnccd abovc and also listed in the individual window's Noticc of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall bc installed in strict compliance with the approved drawings. 4.2 This mullion can bc installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREriIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acceptance, with mullion option indicated. 6.1.2 The Noticc of Acccptancc of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate topics of the approved drawings, as identified in Scction 2 of this Noticc of Acccptancc, clearly markcd to show the components selected for thc proposed installation. 6.1.4 Any other documcnts required by thc Building Official or thc South Florida Building Code (SFBC) in order to properly cvaluatc thc installation of this system. Manucl Pcrcz, P.E. Product Control Examiner Product Control Division 09:09 JUN 12. 2001 ID: - I INDUDIKILb ILL Nu 0J411 4130-PAID PGT Industries irJcIC)M r1,L• `,'J ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall bc considered tiller a rcncwal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approvcd products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acccptancc. 3. Renewals of Acceptance will not be considcrcd if: a. There has been a change in thc South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longcr the same product (identical) as the one originally approvcd. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profcssion. 4. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically bc causc for termination of this Acccptancc, unless prior written approval has bccn requested (through the filing of a rcvision application with appropriatc fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othcr purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the cxpiration date may bc displayed in advertising litcraturc. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as wcll as approved drawings and other documcnts, where it applics, shall be provided to the uscr by the ntanufacturcr or its distributors and shall be available for inspcction at the job sitc at all time. The engineer needs not rcscal thc copies. 8. Failurc to comply with any section of this Acccptancc shall be causc for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Manucl Pcrcz, P.E., Product Control Examiner Product Control Division • • . 4 - 4 • ME DESCRIPTION egini on'. LOCATIOA VENDOR VENDOR 1 DOOR HEAO /SRL AL. 6063 -T5 .062 WALL) 60375 4 i ALU�uAX AF - 10375 2 + +OR JAMB AL. 6063 -T5 .06 WALL 60376 ALUMAX AL UMAX AF - 10J76 r.YilfipR7)/ :S7y24 -1o/ van-rata AF -10J80 AP • • ..!. A . 0¢ -T APT* Z MIMI 60 F 01 ? t • , • ! � i • • •. • '' - :• • • .. 4 SO r .187 FINSEA SIRtP 6/914c; d 4 1 eocn 000r to• & pot. ran M S(.LCL • VK IC e At UUAx AL UMAX • - . ' ' - ��QiIa HANN L t'JM�•If •�/E+l:�•KM 6 FRAM JAM c AL. 6063 WALL i•! k>• Ni21 1 ' "' 60380 2 Q t .050 FR44. WW AL. Ens J_T5I Q5? W.A! f Ar.411 1 Q M UA(AX SILICON •.e ' ' DOW CORNING 899 t i "z0° LC ; , ii -v P A aoao , T OUTSW. THRESH* D AL. 6063 -T5 .050 WALL 61069 1 1 AL MAX AF - 12 75 1• 1.x1: H• Al + •i+ • -•+ 1 door tQD /t bot. raj A (N +U 'L4L 11 •L/S5 CtAMP AL. 6063 - 151.062 WALL) '64378U : 4 2 o. 000r lop 'St bol. ro: :) AWW.X A,r - 10.173 1 , GLOC 12 /16:1/16 TRUSS WASHER 7WASHA : 4 [ 2 /eo. door top & bot. rat) FASTEC INDUSTRIAL adfrIl' TAPCON /IC PAPACA7 ® TM. HEAD 'Q TYP_ HEAD 13 /16:18 TRUSS NUT 7.INUTA 4 2 /eo. door too & bot. rod) FASTEC 1NDUSTRLAL 14 irRAMF S R OvvR .AP 4172 W • win_ TECH. 41 722w - SCREWS ARE STAGGERED IN JAMBS. SEE NOTE El ON SHEET 1 �J1 STROC PLAT 7FR PX t CAICORP ffiRM•I * JP2I ` 9 - riti011111M0 I' Iltti [!tJllIMI 4 SCR. FLT. H+. • NIL 710J4A UERCHAN S TENER H 10x3 H«• :^ A'' 7FP.MOty • T..N1Vrnr INh 19 10x1 L . HI. •H1L 710X1W ____ ae - hinge -door comb MERCHANTS FASTENER 20 10:1 2 F T. H0. PH 710x►2PPW hin• &P'•t -frome • omb MERCHANTS FASTEN R j n • . iiN� : 0 . I>1 :IPIi1reI K MP11n1fa n 7 bo Ih. • tro • . 11L L CH. 131/4 22 6 :1 2 FLT. 140. PHIL. /612F w 4 4 1 Osnoe oon rocks E' 1L 12111-i4aliZICIAPN.2 . talkE1111EX®T (Y heod • s,tl FLti1( IN, R / ® s • •oo0 1 .. • Ezarar t1f:111�171m fer h • r. beo • 1• �. bead AOUA N ((N'1( SIJODOR A. Y •UR(QK JJfU lock VINYL TECH. 4UBLOK 4 L H + 'NC 6 oc support asty.) FASTEC INOV3"TRL4L 7 te; w sw. 1 • . .. •r 27 .200 x .190 OLON 602001( 1 /�slroo&sfr, jambs q tr heed) SCHLECEL CORP. 0200X190 = • ' • • "'='-� 28 3 75 x .190 OLON 60300W 1 ostrortors et bone Tombs) SCH[ GEL CORP, 0 3 7 5 x190 D? PT AY 100 i �•- . • 29 3 POINT LOCK A;S'Y. ro.3l'TAv O r.h. osiroacl L "•': t TECH. . 30 LOCK ACIfvE� 7[OKAP O r.h. eslr000l HARLOC 1 LOCK DUMMY 7LOX/P • 0 l.h, (r. • .I r.h. os tro•ol HARLOC HARLOC 820 880 � � . • • JI ► ► -B LOCK 78LT1P QOI(® ( F . T AP a + 1- r 613081( ] t/•�► IN(� CHANNE 54 8 ill 35 17 4 TAPCON Used w 1 4 afosT ALUMAX T1K - n PRODUCTS -2,354 1 .8-1 • • , .yts• ® t • x nook ouc4 TYP. JAM TIT. /AMU B !►gy UrOI CPC { t)F �0j [i•f1Z� f uOREKEAa� 05 -005 3 16 CLAZING BEAD 65170 - 4 used w 1 • gluts rtOR10A SCREEN .38 39 12 Ph. Pn SMS - - &Q, j/ om er BRACKETS A. rOR x COMICURANON APP1 vED AS COMPLYING WITII f q SOWN 1LOSID■ BOWING CODE ^xL t. T it i3 eY k4t•1 N • LL+6 „bz. v' ® P (.NCI CONTROL 111(3 O. , crag NW TNA+arta 9G1R ur :ci i COOS COst t OFFICE eo 0 to MAIL •CCZFI* NO. .250 teem% Ostimil .0:0 • *wpm s '' 1070 Technology Or. Nokomis. Fl. 34275 INDUSTRIES TV?. Sly • // ` / / � f- ,{ _�✓” • �. /. • � j $ L� jy s.•�.ti•r:- FD -101 _. 6 063 -TS °°°`'"" French Door — Anchorage eic EMI or Materials R...,- acs I VriAs M, fr. r . i — 1 PCT 1+a ram 1+0: I ss. sham I 1 4 M 4 0.•.:.. w. 9 44 a. B Om.* y` O.8. � 9/s/9 7 _ — MAX. 3/1 TEMPERED NON - IMPACT GLAZING OPTION 4., a" )0.0.: is r k. o. s: 1s " 0.8. Dot w 9/5/97 rASpnc 1 1/14 r.i/ .QG - ADP * *pee r saros/aa.t — f0 - -i ai 1070 Technology Dr. Nokorr s F1. 34275 IN []11$IE$ French Door — Glozin & Exploded Views rcr woe Immo, ooc s s"'t 944 ( B craves As torah wrTl! Tl4 Cur .4uL zt 941. By _1514,,A l • C,L" %.4cL. =110. Gras= NO.LINNC Cast sC TPI4KE MO. Pia 95.500 EXTERIOR .250 M:x. Sh:r ROUGH OPENING FOR ANCHORS SCE SHEET 4 3.000 ---"-)/-• ROUGH OPENING 3.000 1 84 5/8 DAYLIGHT OPENING 1.479 VERTICAL SECTION ROUGH OPENING INTERIOR ACTIVE 'PANEL ‘14 7 /0 99. -A R aseeteitec EXTERIOR 71.750 68.264 PANEL OVERALL HORIZONTAl. SECTION 1477‘ 0.1t *: 11 -4r inAt Dv*. Abc • D.B. ChM lir Dot 9/5/97 lotwoutt.isttasArdet imam a 1/64 *moo .grk t otaems .tco e * t r se.gavvedet —F1)..-101 PCT INACTIVE PANEL. orscrouvre French Door — Section Views e000R tee 1070 Technology Dr. Nokomis, Fl. 34275 grow 204 1.480 944 ROUGH OPENING AliPenvEo evm.rft: R Tar souTuote1 IMO= C;00( OAT Lail-1--.12r___ 11* PlIODUCT COMM, IMIS:011 SUMIIMC POE couAIc2 OFfiCt %CCM= te. INDUSTRIES 95.500 X • ' � 37.509 6 --� 1L ■ 36' 6 " 1 1 13' AUX. ON CENTER TYP. HEAD & SILL - r i 13.250' 1 s" Hinge toe. Hinge Loc. TON MAL ct 47 R i7P, eOM 73- 'Amos 1 6• 13.250' 1 Hinge Loc. 6 47.75 95.500 13.250' Hi--e Lc:. JAMBS 36 13.250' - Hin a Loc. TYR BOTH JAMBS 6 EXTERIOR ELEVATION ♦ 1 / / / / / / 13 MAX. ON CENTER TYP. HEAD & SILL XX 71.750 et ions: 0.8. Vsh4 Stz r ... Dots: 9/5/97 ' A.eyr t t.. r 4 i as o.:l/ me t *Jr: s r SaialL.a r F0 - 101 OssesipOws French_Door — EleYio s PC, NC 47.75 IVP. ROTH Amid NON -IAiIP T DOORS 1.) GLAZING: 3/16" TEMPERED 2. CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 6' FROM CORNERS (HEAD & SILL) MAX. SPACING AT HEAD & SILL.: 13.000 MAX. 6" PRCM CORNERS (J4uo) MAX. SPACING AT JAMBS: 13.000 5.) INSTALLATION OF THIS UNIT WILL R£QUIR; A HURRICANE PP.0TECTr'/E 6) SEALANT TO BE APPLIED AROUND FRAME CORNER, PANEL CORNER. DEAD BOLT & LEVER HANDLE. 7) REF. H /O• 99- 0515.0 S 8) SCREWS ARE STAGGERED AT 13' CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. 1070 Technology 0P Nukumis. Fl. 34275 40+00* saw* s 1 4 APPRCrD AS COMPLY/ NC WU THE soot:+ lt.cmc& W:LDnIC CDOE CLU :s ".1.1 ,cwt DIV $ a. Wtorr/43 NO. . 11 944 INDUSTRIES PGT Industries. ACCEPTANCE No.: 99-0615.01 APPROVED . JUL 2 2 1999 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUL 2 2 2002 I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automaticaty be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, %%here it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tintc. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 _This_Notice of Acceptance consists of pages 1, 2 and this last page 3. 1 St 1 • L.L.a <<au Ishaq Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 P PGT Industries. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed with the approved drawings. • 4.2 Hurricane protection system (shutters): the installation of this protection system. 2 of 3 ACCEPTANCE No.: 99- 0615.01 APPROVED JUL 2 2 1999 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 2 2 ?prl? 1. SCOPE 1.1 This approves an outswing aluminum French door, as descried in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1.1 The Series FD -101 Outswing Aluminum French Doors and its components shall be constricted in strict compliance with the following documents: Drawing No 944, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 09/05/97, revised on 6/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or Togo, c , state and following statement: "Miami - Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identi in Section 2 of this Notice of Acceptance, clearly marked to Olow the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to property evaluate the installation of this system. 1 ttw 1 I. 4.1( !shag Chanda, P.E. Product Control Examine Product Control Division PRODUCT CONTROL, NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis Fl, 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2166 FAX (30 375.29E PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2102 FAX (305) 372-6339 Series FD -101 Outswing Aluminum French Door under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I1CCO) under the conditions specified herein. This approval shall not be valid after thc expiration date stated below. 13CCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, I3000 may revoke, modify, or suspend the use of such product or material immediate +y. I3CCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0615.01 Expires:07/22/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County. Florida under thc conditions set forth above. Approved: 07/22/1999 MMTAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER I)UILD(NG 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 373 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division -rancisco i uintana, 1 .A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmsaterebuildrngeode oalrae.com t � ilomepritc.bilp://www.bulldingcodeonliaccoro TYP. HEAD /16" TAPCON OR /4 " TAPCON III • e TYP. SILL ° 4 1.250 3/16" TAPCON OR 1 /4 " TAPCON 1.250 .250 r MAX. 2 x WOOD BUCK .250 MAX. 110 PANHEAD OR /12 PANHEAD e d • • e, i 4 TYP. HEAD • ° e • e • .t 44 e • e . TYP. SILL 1.250 1.250 /10 PANHEAD OR /12 PANHEAD .250 MAX. 2 x WOOD BUCK la, 2 1(i S' f7 3/16" TAPCON OR 1/4" TAPCON Revisions: Material: Revsd Oy: Date: 0.8. 6/7/99 Drown By: D.B. TYP. JAMB Chkd By: D Dole: 3/17/99 1.250 e • .• n .250 1 x WOOD .250 2 x WOOD MAX. BUCK MAX. BUCK To /crnnr - Unf-ss tfafcd: F ,r i/64 Decimal .00: t 0ecimol .000 t Angular: t 1' series /Model: HS -201 Ocscription: Horizon PCT NO: VENDOR NO: .3/16" TAPCON OR 1/4" TAPCON al Roller — Anchorage Scale: Shcct: 4 aa4 H 1.250 TYP. JAMB APP AS COMPLYING WIT?i TUE SOIJTN Fl RIGA BUILDING CODE DAT j ) o l•q BY PRODUCT CO" .ROL .DIVISION .BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE tIO Cj - 0.3 1-4 - 01 Drawing lla. 260 e ° INDUSTRIES Rev: --- 2.000' 2.489 1.201 .050 4- IYP. .926I- .500 .907 -- f 2.324 1.672 - .1 2.000 ---I 1.542 - '-- .750 .812 1.569 1.100 2.000 1 --� 1.542 1.042 GLAZING OPTION 3/7 6" ANNEALED .313 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATEN `k. 19.`1 DY PRQDUC $ORTROL DIV :S•ON IUILOING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 0 3 Revisions: Material: Revsd By: Ootc: Chkd 8y: Oole: 0.8. 6/7/99 Grown 8y: D. 8. Date: 3/17/99 Tolerance Noted; riochonr -± 1/64 Decimol .00: t Decimal ,0(b 3 Myvlar. t 1' Series /Model: HS -201 PDT' NO: Description: Horizontol Roller — Glazing VENOOR NO: Sc ale: Sheet: 3o(4 PST INDUSTRIES Oro,4n9 No. 260 Rcv: A 6.000 3.000 uAx. ' 16.000 AtAx. — 410 :.000 — P. XOX 111.000 max 17.000 MAX. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: XO, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6 FROM EACH CORNER (HEAD Lc SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART,• 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REOUIREO TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL- 1313 7) SEAM SEALER LOCATEO AT FRAME CORNERS AND EACH FIXED MEETING RAIL. R APPROVED AS COMPLYING WITH THE SOUTH .LORIDA BUILDING CODE DAT "` BY PRODUC CIUTROL QIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I -032-k 19 Moleriot: Revsd By: D.D. Drown Dy: 0.13. Dole: 6/7/99 CM'd By: Date: Dote: 3/ 1 7/99 Jnleroncesslnfrss third; Tractions: 3 1/64 Decimal .00: 2 Decimal .000 Angular: t 1 Seri a s /Model: HS -201 Description: Hor. Roller — PCT N O: VENDOR NO: Elevotion /B.O.M. Scale: Sheet: 1 of 4 FtT INDUSTRIES Drawing No. 260 Rev: A IT£A( --•-I V.T. / QTY. /LOCATION - VENDOR / _i i i i_ 1 1 1 1 1 1 I 1 1 6.000 3.000 uAx. ' 16.000 AtAx. — 410 :.000 — P. XOX 111.000 max 17.000 MAX. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: XO, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6 FROM EACH CORNER (HEAD Lc SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART,• 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REOUIREO TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL- 1313 7) SEAM SEALER LOCATEO AT FRAME CORNERS AND EACH FIXED MEETING RAIL. R APPROVED AS COMPLYING WITH THE SOUTH .LORIDA BUILDING CODE DAT "` BY PRODUC CIUTROL QIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I -032-k 19 Moleriot: Revsd By: D.D. Drown Dy: 0.13. Dole: 6/7/99 CM'd By: Date: Dote: 3/ 1 7/99 Jnleroncesslnfrss third; Tractions: 3 1/64 Decimal .00: 2 Decimal .000 Angular: t 1 Seri a s /Model: HS -201 Description: Hor. Roller — PCT N O: VENDOR NO: Elevotion /B.O.M. Scale: Sheet: 1 of 4 FtT INDUSTRIES Drawing No. 260 Rev: A IT£A( DESCRIPTION V.T. / QTY. /LOCATION VENDOR VENDOR / 1 FLANGE FRAME HEAD (Alum. 6063 -T5) 61289 1 ALUMAX AF-1 1289 ID '•Y• . 2 SASH STOP (Alum. 6063 -T5) 66387 2 ALUMAX AF -6387 . — r — - //� 3 FLANGE FRAME SILL (Alum. 6063 -T5) 61085 1 ALUMAX AF- 11085 4 WEEP HOLE COVER 42111 4 (2 1/2" & 27 1/2` from ends) VINYL- TECH /P.C.T. 5 SILL ADAPTER 61288 1 ALUMAX AF— 11288 6 FLANGE FRAME JAMB (Alum. 6063 -T5 61088 2 (X0/0X Con fig. Only) ALUMAX AF- 11088 7 FLANGE FRAME JAMB (Alum. 6063 -r5 61087 2 ALUMAX AF-11087 8 WEATHERSTRIP, BULB VINYL 66601 2 (1 per Jamb) TEAM PLASTICS FP-123 9 FIXED MEETING RAIL (Alum. 6063 -T5) 61089 1 ALUMAX AF-11089 10 WEATHERSTRIP - PILE FINSEAL 679196 6 (1 /sosh fp /bt rails do mfg. roils) SCHLEGEL CORP. FS79 19- 187 1 1 SASH TOP /BOT. RAIL Alum. 6063-T5) 61092 2 ALUMAX AF- 1 1092 • 12 SASH TOP GUIDE 42105 4 ® interior of ea. sosh bol roil) VINYL-TECH/P.G.T. 13 END CAP 42114 4 2 per Sash Top /Bot Roils) VINYL- TECH /P.G.T. 14 ROLLER HOUSING 42112N 2 1 0 eo. end of vent top roil) VINYL - TECHLP. G. T. VINYL -TECN P.G.T. 15 BRASS WHEELS 7BRWHL2 4 (2 per Roller Housing) 16 SASH SIDE RAIL (Alum. 6063 -T5) 61090 4 ALUMAX AF- 11090 17 WEATHERSTRIP, BULB VINYL 64664 1 (0 sash side roil) TEAM PLASTICS TP -324 17.000 ` ' _ 18 SASH MEETING RAIL (Alum. 6063 -T5) 61091 1 ALUMAX AF- 1 1091 19 SWEEP LATCH 71096 1 (15 1/2" from ends -vent mtg. rolvj)NIATURE 2 (if height is >= 42) OIE CASTING PGT.214.XX 20 /8 x .500 PHIL. Fl SMS 7858A 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) MERCHANTS FASTENER 21 /8 x 1.000 PHIL. P.H. SMS 781P0A 22 (Frame /Vent assy. screws) MERCHANTS FASTENER 22 3L 16 ANNEALED 3 H.P.G. 6.900 23 GLAZING BEAD (Roll Form) 65030 8 FLORIDA SCREEN 05 -030 24 SILICON 62899 DOW CORNING 899 . 25 HEAVY DUTY FIXED MEETING RAIL 61593 2 ALUMAX AF-11593 58.000 MAX. 26 SEAM SEALER 6SM55W SCHNEE- MOREHEAD SM5504 27 WJNOLOAD CLIP 61093 ALUMAX AF- 11093 6.000 3.000 uAx. ' 16.000 AtAx. — 410 :.000 — P. XOX 111.000 max 17.000 MAX. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: XO, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6 FROM EACH CORNER (HEAD Lc SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART,• 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REOUIREO TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL- 1313 7) SEAM SEALER LOCATEO AT FRAME CORNERS AND EACH FIXED MEETING RAIL. R APPROVED AS COMPLYING WITH THE SOUTH .LORIDA BUILDING CODE DAT "` BY PRODUC CIUTROL QIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I -032-k 19 Moleriot: Revsd By: D.D. Drown Dy: 0.13. Dole: 6/7/99 CM'd By: Date: Dote: 3/ 1 7/99 Jnleroncesslnfrss third; Tractions: 3 1/64 Decimal .00: 2 Decimal .000 Angular: t 1 Seri a s /Model: HS -201 Description: Hor. Roller — PCT N O: VENDOR NO: Elevotion /B.O.M. Scale: Sheet: 1 of 4 FtT INDUSTRIES Drawing No. 260 Rev: A Window Heights Window Widhs . 53.125 74.000 106.375 1 1 1.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59.14 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 53. 125 74.000 106.375 1 1 1.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55 55.33 55.33 55.33 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 116.73 89.81 68.60 57.25 63.000 91.10 68.44 51.53 41.33 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 33 „ VERTICAL SECTION OPERABLE 57.122 DAYLIGHT OPEVINC 58.475 DAY IGHT OPENING VERTICAL SECTION FIXED 27 13/16" 25" X0 Configuration Negative Design Load based on Comparative Analysis - (PSF) X0 Configuration. - - Positive Design Lood based on Comparative Analysis - (PSF) NOTE: 2.324" HIGH OVERALL INTERIOR SILL FLANGE. ONE 3/4" x 1/2" x 1/16" x 3" LONG ALUM. ANGLE IN FRAME SILL NEAR EACH FIXED MEETING RAiL, ANCHORING SILL ADAPTER GLAZING LEG TO SILL, SECURED TO FRAME WITH 1 INSTALLATION SCREW AND ONE /i8 x 1/2" SHEET METAL SCREW. .51 3/4" 111" HORIZONTAL SECTION 1 25" XOX Configuration Negative Design Load based on Comparative Analysis - (PSF) XOX Configuration Positive Design Lood based on Comporolive Analysis - (PSF) • 2.000 APPROVED AS COMPLYING WITH T1IE SOUTI ORIDA BUILDING CODE DATE`S kl _ b_ __.. I 9 A BY PROOUC(ORTROL DIY:S•Z':� BUILDING CODE COMPLIAiiCE OFFICE ACCEPTANCE N0. • D3 ice{ Oi Revisions: Material: Revsd By: Oo(e: Chkd By: Dolt: 0.0. 6/7/99 Grown By: 0.8. Dole:3/ 1 7/99 iolcranccs Unl -ss Nalcd: fractions: f 1/64 DecimoI .00: t Dec1mol .000 f Mgulor. 3 1 Series /Model: HS -201 oeseriplion: PCT NO: Hor. Roller - SectionsjComp. Analysis VENDOR NO: S Shcet: 2 of 4 FtjT INDUSTRIES Droving No. 260 Rev-. A AA.A. 14%0 urttvING WIDTH IN INCHES 2 Anchors : 50T 601 70 T 42 129 115 107 48 83 73 67 - 5 - 6,025 70 61 55 54 57 49 44 60 41 35 31 63 35 30 27 66 30 26 23 72 23 20 17 76 20 17 15 78 18 15 84 90 96 108 144 lx4x.125 4 Anchors 50 42 170 5481 170 54 60 66 , . 72 76 78 84 90 _ 96 108 •11 144 11■•■•••••■ 60 170 170 170 170 170 80 I 100 104 103 103 63 61 61_ 52 49 4.1 39 38 29 27 26 24 23 22 21 19 18 16 i'107 2 (7 3 T 103 103 103 103 , 61 61 61 — 61 49 49 38 38 25 25 21 20 _ 18 17 2B NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT_ETL-2902,. 2903 AND 2975. 49_ 36 25 _ 20 17 _49 38 25 20 17 • OPENING WIDTH IN INCHES 70 80 90 100 1107 130 166 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 134 127 124 122 119 112 108 106 100 96 93 92 92 77 74 72 71 69 65 63 61 59 63 60 57 55 53 49 46 44 42 40 39 37 35 33 102 94 75 170 170 170 142 120 111 88 72 59 41 38 170 157 160 145 127 143 128 115 120 105 95 87 74 68 53 60 53 47 43 50 43 38 35 170 157 122 122 106 106 27 • ■•••••11 31 24 18 16 6 ‘7 Robert L Clark,P. E. 139712 imhee.1 INDUSTRIES Orows• 19,1 P.J. 0 wsv,4•1;00: 1070 tra1not.00* DPW P.O. EICa 1579 moKows. ft J4275 NOKOWS, FL J4274 Ve Mull Width soin,44.0.t MULLS Length 1 Horizontal Mull 1 1 I °P f 1 Len9th Multiple Mulled Units M4 twit: 4/28/00 PRESSURE CHARTS RIP•Wpftt 1" SIO_WALL MULLION scuk: NTS Shift: 515 Dn9 6620 . Rev: , 6 • • NOTE: 1 • g (TYP) 1. REFERENCE TEST REPORT FrL -2902, 2903 AND 2975 1x STD. WALL MULLS MAT'L: 6063 --T6 /// Robert L. ark, P.E. PE. 13 T ■ INDUSTRIES 4 Irmo Pe roc a. � 1177 P.J.P. W.riivtb� PROFILES 1" STD. WALL MULLION 1070 ti 040co Y DRror P.O. Box r579 mamas. n .3U275 NOIKOMIS. ►L .341741 £LULLS LOWS PAV 4/28/00 ( TY P ) Sv: SM.L NTS 4 a 5 .:., 1+.. 6620 Are. N H : a --1 ri • r z 0 • IMPORTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'() FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR I x MULL MULL SIZE FA ' 1 x 2 x k 1 x 4 x 1 MAX MIN. FROM ENDS (TYP) 4 [-MAX. t � a MIN. 1" MULL _r 1 P 1 " MULL CLIP TWO ')4NCHQR 1,OCATI NS FQ(,(R (4) ANCHOR LOCATIONS CXTRUS ON OWG / 1099 C%TRUS+O►t OwC / r o99 l / NOTE ,Z C .C,t' 1. REFERENCE TEST REPORT FTC - 2902.290) /WO 2975 i j qVz 1070 7EC�MOLOcY OAM NOK0 n j. »s en A. o-,.n er• P.J.P. 1 " MULLION CLIP ANCHOR LOCATION 1 - "STD. WALL MULLION P.O. aox sS711 NO•cO*n$, 11. 34714 H Z 7" MULL CL 1? WITAB5 RE4M�Q t7 TWQ (?J ANCHOR LOCATIOtJ5 u rxrruu+O ? OwG / 1099 1 " MILL GLIP Wf TARS PC1.I0VC0 FOUR f4) ANCHOR LOCATIONS tZmuS?OM DWG / ?O94 MULLS Mow c411. 4/238/00 g t L •D f-+ MIN. FROM �► ENO (TYP) NTS 3 -r 5 d ....q Ho. 6620 MIN. FROM c�f END (TYP) P.C.7. 1. WAV0+4 r 1 I . LAM .. ; . itcl,ON ap cvr rt,v+ccs our a W Cu* 7p row A v- O4W.(t IWO us7ALL AS £HOS,r SPECIFIC APPLICATION. P.C.► r 2' OR 4 "-- W 12 r... $.v.5. oorlpM SOS (SO AI NOT CACM 02►{R) DECAL MULLION TO MJLZ(ON INSTALLATION_ TYPE A ,,000 ?! r y i (# MW . TYPICAL MJ1LION TO STRUCTURE WITH 1YQQD BUCKLE '$;, NOTE 1. rOR MULL SrZE AND QUANTITY OF ANCHORS REQUIRED SEE SH£CT 5, FOR ANCHOR LOCATIONS SEE SHEET 3. OUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME' AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 IMPORT ,jNL QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL_SI_ZE AND PRESSURE —REQ D—F-0R YOUR 2 I . /11 s. u.& OW) ALL rAS INCR5 11 /Sr 8C ow COurrr 4 (p. str Kerr /7 / 11 r.w. s.us. 3IAiW WO ort OPPOSOT SDCS (S0 AS .pt ro 7Z2rT , c ,rtl. CtUg 0►r+tPJ 51C NOM If /1I R000 SGrtV 0991) vin. r; Pct CIRA noN wr0 w000 a1.(A ALl f4S TKRS •an r at 040C cover AaPPorA. scNOrr /r P. c, r. 1. wuxw i Robert L park r.L•. P. . 1734712 P.C.r. I. w 1A l/O T INDUSTRIES 2 (T9 1i KIN. R...e er 1001 Orft'" P.J.P. wipVere 1070 rtclrNOLOCr oArvc P.O, ear 152r NOKOwS. IL 34273 PlOKrOU.Y. R 34274 —2 OR 4 0 S L.) TYPICAL ML /LLIQN TD S UC W TUR !f i W000 BUCK RFMOVFD FROM CONC. TYPE C. GAL MtJf f 1QN TO 5TRUQTURE WITH WO00 BUCK ANQ CONC. TYPE D' CMI Or; T OW*: Dole: 4 /28/00 /•.7 r.u. sus. S rAlp 0•/ oMosrrt sras (so As ,ar rD hartifylef CAN ono?) 3•r KM /I rlll.: " STO -- WALL-MULLION vrr. 4. unca+ (711/) • vs. ,I Pcpcmscoa arr0 CiO+CJ+tTt cot R OCJ/ • S7aLC7t C. ALL rASTLHCRS MJS7 8t LS►L'C Cgl'(T' 4.P1404711. su wrr /1 / *1 r.w. 3 Y.S. S r GC�( a+ � (s 4G 4S ,p r0 Pv% 1T ( .-n, , r.Kw O'M') ® &'W 4. r r v (h.a /) orTO • CO'KPtTr OA atOCK S rptIC RIKC. K L r4S rtMRS WStFr r *°COt^RI • APV SIC Atilt It CLIP & INSTALLATION DETAIL S.ne 'Moak S404: Pk4.1: 1 Orv.:'•q Np MULLS NTS 2 '- 5 6620• H • d ' PRODUCT a N GtAzwc PRODUC m Cu7D+c PAt X. T ,..•1 CIA.PriC PQCO(/CT A W - w1.wz 1'2) WINDOWS MILLED TOGETHER F01? DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W l + W2 MULL LENGTH =H MOORS: Trvc.b: V CA D EV n4 trios JIOT£S; 1. FOR ANCHORAGE TYPE. QUANTITY AND LOCATION REFER 10 SHEETS 2, .3 AND 5 2. WINDOWS MAY 8£ MULLED TOGETHER, TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT 6r NON — IMPACT 1, REFERENCE TEST REPORT FTL -2902, 2903 AND' 2975 1 — 1 I PRODUCT rr, GWd+iG PRODUCT H . rrl4Hl N2 H 1 (1) WINDOW MULLED W1QNE A80V6" FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = N OR N1 +H2 MULL LENGTH = W MT. b'. .�, as b. eo n' twos // 4e`i Robert L nark, P.E. P.E. 139712 Structural w1 w2 W w wl.wl - HI•M2 (2J WINDOWS MULLED W /QNE AUOlic FOR OEIL'RUINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MI) MAX OPENING = N OR HI +112 MULL LENGTH = w OR WI +W2 M2) MAX OPENING = W OR WI +W2 MULL L E N G T H = H 1 INDUSTRIES 1 r rood OM.* Or P.J.P. 1020 rL6 Gr 0R1 P-0. OOY 1379 NOKOMIS, it J4275 NOKOMIS. n 3.274 ANUMOIPS arClaas: TrPC. c ' oft b, 901tr t►WOS �. CM bye �• . : ova /28/00 Or•v+vfiwv ARRANGEMENT DETAIL STD. WALL MULLION w P.Jiele: Sew r/ cod.(: See l.: S+r.f: mutts NTS 1 d 5 F-w (--- -I W2 --I-- Wi 1r - xr •r+2 M JL T1PI. WINO() W5 , •{UL. L ED :'PONE ABOVC FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = 11 OR HI +H2 MULL LENGTH = w OR W1 +W2+ 1Y3 M4) MAX OPENING = 14' 1 + W2 OR W2+ W3 MULL LENGTH = H1 My Y 6620 N N 8 d H cri CO 6 M IAM 1 -DADE PRODUCT CONTROL, NOTICE PGT Industries 1070 Technology Drive Nokomis FL 34274 Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series HS201 Alu,ninunz Horizontal Rolling Window (3/16" Annealed) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. • This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0324.01 Expires:06 /27/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /01/1999 Internet mail n.1.1re«• 1 of3 OF ACCEPTANCE ra, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE tv1ETR0 -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED : , J U I 0 1 1999 EXPIRES . . Jun 27, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1205.05, which was issued on June 27, 1996. It approves an aluminum horizontal rolling window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 201 Aluminum Horizontal Rolling Window (3/16" Monolithic Glazing) and its components shall be constructed in strict compliance with the following documents: Drawing No. 260, Sheets 1 through 4 of 4, titled "HS- 201 ", prepared by the manufacturer, dated 3/17/99, and revised on 6/7/99, signed and sealed by Robert L. Clark, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval datc by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal rolling window and its components shall be in r. in strict �o pliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following:. -. 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2of; Manue Perez, P.E., Product Cpn t� Examiner Produ. _.'trot Division J PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED JUL 0 1 1999 EXPIRES ,Tun 27, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 3. END OF THIS ACCEPTANCE Manuel Per z, P.E., Product Control .miner Product Co of Division PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /© Vii` D Job Address `i: 3 I E • 77 Tax Folio /1 " c / See / $4/1 ?i,3.10-'70 Legal Description j-O / �/j / /3.- /< */3 Historically Designated: Yes No t/ Owner/Lessee / Tenant k/4 gO / 2OE & ( E Master Permit # Owner's Address � NE Phone 3 0 '7 5 / - 3;27 5 Contracting Co. .574/4/e5 ad J10-s45 Address / 2/475 ,Ze, hue Qualifier i//2 /&t) i l,4 SS# , Phone JO 75 7d/3 State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company //g- Address Mortgagor Permit Type (circle one): BUILDING E ECT CAL PLUMBING MECHANICAL ROOFIN,G PAVING FENCE SIGN re C a kiN p% /l /fir/6& e ,7e /- � WORK DESCRIPTION Square Ft. 556 Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compl'.. ce with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ondo President ondo President Sign FEES: PERMIT APPROVED: Zoning Mechanical Aa /t> A In 02 110,e2:4 /14f Address er and/or mmission Expires: ; ' ; ;P.•ii JOAQUIN REVILLA, IN MY COMMISSION # CC 964188 1 . 1 3' ••€ EXPIRES: December 29, 2004 Bonded Thru Notary Public Underwriters RADON Building Plumbing Date ©/ Date 2. 7. ..,4 JOAQUIN REVILLA, IA MY COMMISSION # CC 964188 • EXPIRES: December 29, 2004 Bonded Thru Notary Public Underwriters C.C.F.' _ NOTARY — t) BOND TOTAL DUE Date ` 2 ectrical Structural Engineer Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99- 0804.01. (Previous number 99- 0105.03) This letter authorizes si 41 to wao,r4 to use our 20ga. panels under number 99- 0804.01 to be used at the following job: 3 4/- s � - Sincerely, Victor President or Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI - DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 GA. Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0804.01 Expires:01 /04/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd: 01/21/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet nail address: postmaster ©huildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Ilomepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0804.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAN 2 1 2000 January 4, 2003 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0105.03, which was issued on February 5, 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #2 dated December 23, 1999, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P. E. - Product Control Examiner Product Control Division 2 of3 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99- 0804.01 APPROVED • JAN 2 1 2000 EXPIRES : January 4, 2003 Pe,e- Helmy A. akar, P.E. - Product Control Examiner Product Control Division ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD ) P SF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE.1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNEC TYPE 1 TION 2 3 ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNEC 1 TION TYPE 2 3 CONNEC TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE : 1/4 1 - 1/2 - id1111111111111111111111111111111> - 0 ITW TAPCON W/ MIN. EMBEDMENT 48 12.5 12.5 12.5 12.5 9 8 12.5 5 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 62 12.S 12.5 10 11.5 S 6.25 12.S 3 5 12.5 12.5 12.5 12.5 7 10 12.S 4 8 72 12.5 10 9 12.5 4 5 12 3 4 12.5 12.5 12.5 12.5 5 9 12.5 3 7 92 12.5 6.25 7 12 3 4 9 3 12.5 7 11 12.5 3 7 12 6 5 2 30 8, ,, 3 8 � 3 8 j 3 10 4 4 10 4 10 / 4 ^,,onium..,.moua.a. • 1/ 4"O ELCO.MALE / -:: FEMALE.7PANELMATE W/ 1' - 1/'4 MIN: EMBEDMENT' WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 11 12.5 6 7 12 3 5 12.5 12.5 12.5 12.5 6.25 8 12.5 4 6.25 62 12.5 8 12 3 5 9 4, 12.5 10 10 12 3' 6.25 9 5 72 12.5 7 .7 10 4 8 / 3 12:$ 7 8 10 3 5 8 6.25 / 4. 3 92 12.5 4 6 8 0 3 6.25 12.5 4 6.25 8 A 4 230 5 :aura" 5 mo��L�%ir ' * Ell 1/4 - 0 POWERS w/ 7/8 L.1/4 STEEL. MACHINE CALK EMBEDMENT STAINLESS 1 - IN SCREW 4 8 12.5 12.5 12.5 1 12.$ 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 12.5 12.5 12.5 10 72 12.5 11 12.5 7 12.5 5 12.5 12.5 12.5 125 11 12.5 9 92 12 5 : 8 12.5 5 12.5 4 12.5 10 12.5 125 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 12.5 6 12.5 6 4 8 6 25 • 6.25 6 25 • 6.25 6.25 6.25 6 25 6 25 6.25 6.25 • 6.25 6.25 6.25 6 2 625 • 625625 62562S� 5 6.25 6.25 6.25 6.25 6.256.25 6 U 1/4 ZAMAC w/ 1 EMBEDMENT ; POWERS NAIL - IN -1/8- MIN. 72 6 25 • 6 25 6 25 5 6.25 4 6.25 6.25 6.25 6.2$ 6.25 6.25 5 92 6 25 6 25 6 25 / 4 6.25/ 3 6.25 4 6.25 6.25 / 5 6.25 4 230 5 M�� V 3 6 �/, V 3 HOLLOW CONCRETE BLOCK p a�M[[m� 1/4 - m ITW TAPCON W/ 1 - /4 MIN EMBEDMENT 48 12.5 12.5 7 9 4 7% 12.5 12.5 10 11 . 9 5 6 2 11 6.25 5 10 4 7 A 3 625 5 5 O 4 12.5 %�' 12 8 5 8 7 9 7 01625 5 %� 4 7 6 �/ 4 3 72 92 92 7 r 3 3 ' Vj 5 A 3 ME 4 3 A' 9 i' O' 4 3 / 5 / 6 4 3 / rar / 4 4 �r �, it 230 '�` 1 /4 ELCO MALE/ FEMALE - PANELMATE" W/ 1 -1/ WITH IN. EBED INE T M� SCREW W O OR M WINGNUT OR 48 12.5125 12.5 10 11 8 12.5 7 12 5 12 9 12.512.512.512.5• 1,11 12.5 10 10 12 8 6 25 12.5 9/ 6.25 5 6 2 72 125 1 1 10 4 8 12.5 7 8 10 5 8 A 4 92 12.5 5 4 6 E 8/ 3 5 Il4 I i 6.2S 5 12.5 ra � 4 i / 6.25 � 8 , 4 A�,' � 62$ ��r 3 230 -A- EM-1 1 /4 POWERS CALK - IN w/ 7/6 2 EMBDMENT s 1 /4-20 STAINLESS STEEL MACHINE SCREW 48 12.5 12.5 9 12.5 6 10 4 12.5 12.5 12.5 12. 6.25 9 12.5 7 62 125 9 7 10 4 8 3 12.5 11 11 12. 4 7 10 5 72 125 11 6 625 5 9 A 1. 7 4 A o 7/ 5 4 3 12.5 125 o � 7 4 9 7 11 8 5 3 6 4 4 3 8 7 S 0 ra 4 3 3 92 230 L. / / �� 5 j2 3 4 8 6256256256 i 625625625625 62562$ 6 l 62 625625625615 / i45 62562562562 6 625 4 O ) 0 1 /4 POWERS ZAMAC 8 IN. W/ 1 - 1 /e MIN. EMBEDMENT 62 6 25 5 6.25 6 25 3 5 4 '4 6 25 � 5 3 ®�/JV 4 4 6 25 5 6.25 6 25 ' 5 6 2S 4 7 2 r 6 25 % � 4 3 6 25 /' 6 25 4 4 5 � % 3 %rdnrod 230 FASTENER ANCHOR SCHEDULE: DESIGN LOADS AND SPANS, MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P SF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE. SPANS UP TO 5 . -6 .• (SEE NOTE I) SPANS UP TO 8. -_7.. (SEENOTE:1) SPANS UP TO 11. -0... (SEENOTE1) CONNECTION . TYPE: CONNECTION TYPE. CONNECTION TYPE 1' 2. 3 1 2 3 1 2 3 3 -1/2 1 -5/8 48 11 11 11 11 11 7 11 8 5 • 1111111\111 5- 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 4 OOOM t H ( 1/4 .W000 LAG W/ 1 - 3/4" MIN. THREAD PARAR EL OR SHEAR TO WOOD GRAIN 62 11 11 8 11 .7 5 11 5 5- 7 72 11 11 7 11 6 4 11 4 3 92 .11 8 6 11 4. 3 11 3 i 7// 230 .11.�� 2 -1/4 2 -3/8 11 1 -1/4 // 11 • SS 5/16 - 0 0.00 B RASS /' W000 BUSHING W 1/4 -20 SIDEWALK BOLT (3/4 - m HEAD) w/ T' MIN. EMBEDMENT : 48 6.25 6.25 6.25 6:25 4 6 6.2S 3 . 4 ,. 62.. 6.25 6.25 6.25 6.25 % 4 6.25 2 3.. % 3 � / ' • 77 • 6.25' 5 6.25 6.2S� 4 6 92 6.25 3 4 6 / 3" 4 230 4 / /. 4 �� '4 <a iw N MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS . NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 • 2 -3/8 3 -1/2 1 - 1/8 8- 5 2 -1/4 1 2 -3/8 3 -1/2 1 -5/8 8- 8 • 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/ A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N / A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 01/04/00 12:52 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE OISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE:BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHO.RS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO: 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING PIECES. MEMBERS. NOT PLYWOOD. FASTENING TO • PLYWOOD ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF .STUD FRAMING. FASTENER SHALL' BE LOCATED IN CENTER OF NOMINAL 2 "x4." (MIN.) WOOD STUD. 3/4" EDGE.DISTANCE IS ACCEPTABLE FOR W000 FR'AMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR. HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH TNF SO(JTH FLORIDA BUILDING CODE DAT ■ 2 ;OW o BY PRODUCT CON P I L DIVISION BUILDING CODE COMPLIANCE OFFICE AC(,EPLA)(CE N0. 7 ! -ocra4 D/ of W NZ Za >2 <0 QJ 0 O W N N c 0 su V.J. KNEZEVI�CH PROFESSIONAL ENGI EER FL L■cen- Na PE 0. 0 83 (a•.,gn by t V D< aa \•` < 7/19/99 u ra..n by 1 ws hot(O '+C ( Ch•<1.•O by� 1 VP(J ar•...nq no. 99 -097 ! sneer c c COPYRIGHT 1999 KNEZEVICH & ASSOCIATES. INC. STORM PANEL SCHEDULE ' , - SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NO OVERLAP FASTENERS OR REINFORCING. TUBE REQUIRED. TOP & BOTTOM' MOUNTS SHALL. BE "F" TRACK NEGATIVE DESIGN LOAD (W) (P.S.F.) MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.C'. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. STUDDED ANGLES WITH STUDS (1G 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" 0.C. OR STUDDED ANGLES WITH STUDS @ 12- 1/2 "'O.C. OR DIRECT MOUNTS WITH 'ANCHORS @ 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. ' PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 - 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 8 -8•• 70.0 9- 8 9- 9 8 - 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6 - 3 8 - 4. 5 - 10 120.0 5 -9 • 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 - 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 GLASS OR DOOR SEE MIN. SEPARATION i 0 vY ).. -ALT. LEG DIRECTION (TYP) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GO ALT:. BUILD -OUT MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING n1 Ina 1fl0 1 2: 54 SCALE.: 3 • 1' -0" ALUM OR GALV STEEL SPACERS AS 9E0'0 FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TYPE 1 • EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEOuLE. REFERENCE CONNECTION •TYPE 1 • S• CONT. 1/4 -20 MACHINE BOLT 3. NUT a0 12 O.C. (TYP. TOP L.BOTTOM) EQUAL 1/4 MAX. 0 1/4 -20 MACHINE BOLT' L- WINGNUT® (61 6 -1/4 O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • SEE MIN. SEPARATION f ROM GLASS SCHEOULE (TABLE 2) 01 0 .\ 1111 \' \b11 ► h AMR r 0 1/ U71 WIRE LATH MAY BE uSE0 AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK . ►fit s aim in jo Al ME O EMBED u1 )TYP) O 0 SCALE 3" • 1' - 0" SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT L WINGNUT (TABLE 21 6 -1/4 0.C. OR 12 - 1/2 - 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING O (SEE TABLE' 11 TYP TOP I. BOTTOM X 4 2: ALUM OR GALV. STEEL SPACERS AS REO'0 0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECT ON 'TYPE 1 • EXISTING CONCRETE HOLLOW BLOCK'OR . WOOD FRAMING. j FASTENER „SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE'1 • O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION- FROM - GLASS SCHEDULE (TABLE 2) W u 0 W 1/4 -20 MACHINE BOLT t. WINGNUT Q1 6 -1/4" 0.C. OR - 12- 1/2 - 'O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING ISEE TABLE 1) "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3"' = 1' -0" FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •'TYPE 1 • NEW STRUCTURE. DETAIL SCALE.: 3" •- 1' -0" 1/4 -20 MACHINE BOLT 1 WINGNUT® (m 6 -1/4 0.C. OR 12 -1/2 0.C. USE STORM • PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 2 IN S /B" STUCCO J FINISH (LEG MAY J BE REVERSED) Z 4 WIRE LATH MAY 0. BE USED AS TYPICAL x REINFORCEMENT OVER Q LEG OF - F - TRACK F 0 "F" TRACK CONNECTION TO ANGLE MAY VARY 2: 0 •1:1 ALT. CORNER DETAIL K SCALE 3' • 1' -0" 5. 0 A B L E 1 2 • 2 • .125 MIN. CONT 310S -H16 OR 6063 46 ALUMINUM ALLOY OR 10 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" = 1' -0" 1/4 -20 S.S. BOLTS L'WINGNUTS® LB MIDPOINT OF PANE: SPAN OR 51 0 C. MAX. (TYP) OPTIONAL HANDLE LOCATION 3/0 - 0 HOLE FOR FASTENING PANEL B . 3" • 1/4" • r - 1-1/2 ALUMNUM ANGLE 0 1 -1/2 • 1-1/2 AL. STUD ANGLE 1/4'1..T 3/1. 1 -1/ 2" PUNCH HOLES IN AOJACENT PANELS TO RECEIVE THIS 1/6 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 7 PANELS WIDE) B • 3" • 1/4 • 1• - 1 -1/2" ALUMNUM ANGLE 1/6 -20 STUD W/ NUT 1/4"0 POWERS CALK -IN W/ 7/8' MIN. EMBED. IN CONC. Cm 3" O.C. OR 1/4-0 POWERS STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE 13 3 "O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11 • -0•. OL STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY DAT ! 02G -- 2/ SOD PRODUCT CO ' DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 79- OFI J U Z Tn '- w 1. I > QO -0 U¢ O` C/3:, CQ 6 Q W z = o '0 > w V) N z . w z l= z� U) us co cc U >c O � 3v o O W Z 99 O U O n- '412 LL In 0 C L 0. • • J 2 4 i 3 0 n PROFESSIO N 0•••On by V JK f tn•t1.•t1 b � t V1K or ....no no. 99 -097 Sheer 3 of L r PROFESSIO KNEZE V)C' ROFE5510 N FL Llce s PE 0! 1'983 r .[a1• l AS NOTID 1 Y,K NEE i or•vn by MC f tn•cn•O b Y,K Grav•ng no. 99 -097 sheet 2 of 4 SEE MIN. SEPARA TIO mill°0 FROM GLASS- i SCHEDULE (TABLE 21 t _ I I 1 l ASo• ...T. GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 NEE I I O a GLASS OR DOOR 01/04/00 12:55 ANGLE TO WALL DETAIL WOOD STUDS p 24- O C MAX SCALE •3" =1' -0 ExIS.TING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 2• I/2 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1• EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING A O WALL MOUNT SECTION SCALE 3 " = 1' -0' t� z J z Q 6 X 4 CONT Mt4 S. @10' 0C 2 - 1/4'•0. 4 -v2 S S. LAG SCREW eh 24 0 C MAX W/ 1 -3 /c PENETRATION IN CENTER OF STUDS • 4 . 125 OR 2 . 4'• • 125" AL TuBE OR 2' • 0 P T w000 w/ 1/4"0 LAG SCREWS QD 12" 0 C V44' 1 -1/2' EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS OE TAIL MAY BE uSEO AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4' MAX. 1/4 -20 MACHINE BOLT b WINGNUT 90 @ 6 - /4 0 C. OR 12 - 1/2' 0 C uSE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING w000. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.1 1/4 -20 MACHINE BOLT & WINGNUT 0 @ 6 -1/4 O C OR 12 -1/2 O.0 USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING )SEE TABLE 1) SEE MIN. SEPARA TION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 00011 OCONT. 0 m E • 1 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE3 • DUAL I Q CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0 GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 O WALL MOUNT SECTION E (DIRECT MOUNT) SCALE . 3" • 1' -0•• EXISTING CONCRETE HOLLOW BLOCK OR wOOD FRAMING FASTENER, SEE ANCHOR SCHEDULC,REFERENCE CONNECTION • TYPE 3• 0 1/4 MAX 1/4 -20 MACHINE BOLT b WINGNUT0 6 -1/4 O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING REMOVABLE FASTENER (61 6 -1/4 0.C. MAX. FOR SYSTEMS 1 OR 2 ANO (A 12-1/2" O.C. MAX. FOR SYSTEM 3, BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 •. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER 6)). ENGAGE BOLT HEAD IN NARROW PORTION OF NEYHOL WASHER 1/4 ELCO HALE WITH WASMEREO WINGNUT 6 -1/4' 0 C MAX. FOR SYSTEMS TOR 2 ANO p 12 - 1/2' 0C. MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE t • . EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR 00011 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1• OR 1 . 4 = .125 - AL. TUBE (OPTIONAL) -- GLASS OR 00011 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 EMBED. NOTE : USE OF THIS DETAIL © BUILD -OUT MOUNT SCALE : 3•' = 1' -0•• FASTENER. SEE 'ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1• /E TYP. 0 F SOFFIT MOUNT DETAIL SCALE . 3" = 1' -0 1/4 - 20 MACHINE BOLT t WINGNUT 12 0.C. TYP. TOP t BOTTOM Q2 OR © Z/2- /4 FOR COMPON ( 3/4 F„111R TO MPONENT(2 17- OPTIONAL LEG DIRECTION 1/4- MAX. ENT • 1/4 -20 MACHINE BOLT & WINGNUT J @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF THREE 1/4'•0 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1 MIN. EMBEDMENT (TYP AT EACH JOIST, TRUSS OR RAFTER (1 0.C. MAX.) 2 . W000 JOIST, TRUSS OR RAFTER 1112 SMS BETWEEN TRUSSES @ 10 OC MAX 7. - 1/4° MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' 20'Q►0 BY PRODUCT CON iL DIVIS:ON AC CODE COMPLIANCE 0/ ACCEPTANCE NO NCE NO f G v . IS LIMITED TO 272 PSF. U z - N F WF. I- O Q 0 _ O U ¢ O CO CO Q W z o W Oo — z W J Ny o� W NQ Z d >2 <0 QJ Ow W 0E- Ntn N 1_ O N 0 L7 z (111 W t - (3 0 44, U W z 1L O 0 0 8 W Z z Lr N J J J W W Z Z 4 4 0.M F R Q O F us R W W u- U1 .32S a 0 090 ITYP) 01/04/00 13:00 .188" "F" TRACK SCALE : HALF SIZE 46" 085 2 5.. 1 1 ,2. 54 . L 88 WINGNUT SCALE HALF SIZE 1 /4 MAX 5.00" 15A 469' WIO.TH UNLIMITED )PERP TO PANEL SPAN/ 6 -1/4 " (TYP) SECTION E XIS TING CONCRETE, HOLLOW BLOCK OR w000 F R AMING 1 I PRODUCT MARKING LOCATION/ 12 50" COVERAGE 10 14.50" O STORM PANEL SCALE 3" . 1' -0 0 SCALE HALF SIZE TOP MOUNT 2 3 O PLAN VIEW TYPICAL ELEVATION (SYSTEM 1) OVERLAP FASTENERS OR REINFORCING TUBE REQuIREO TOP MOUNTS SMALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 -1 /4" O C. OR DIRECT MOUNTS WITH ANCHORS O C. LOUSE 1" . 1" • 16 GA STEEL TuBE WHERE APPLICABLE SEE NOTE 8 L TYPICAL ELEVATIONS - OS b 16 ITYP) EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING 5 00" 3 500" 1 PRODUCT MARKING (OPTIONAL LOCATIONL L.— 16 GAGE GALV STEEL GRADE 50 I 00" OPTIONAL LEG DIRECTION STANDARD CHANNEL 1" ■ 1 - TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 4, ANO PLAN VIEW b NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW b NOTE 81 BOTTOM MOUNT 00 OR DIRECT MOUNT 16 1 O "h" HEADER SCALE . 3 . 1 -0" 5.00" 11 N 1" _46 -1/4 (TYP) OvERLAP FASTENERS / TYP ISEE NOTE • 81 (5116 GAGE GALV STEEL • xNGLE CLOSURE PIECE - 1 • 2'" MIN TO 2 • 5" MAX FASTENER (81 12" 0 C FOR DESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0 C FOR DESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 16 GAGE • GALV STEEL GRADE 50 OPTIONAL LEG OIRECTION 1 SOFFIT CHANNEL SCALE HALF SIZE 1.00" F 14 GAGE GALV. STEEL 5 00 MAX. CLOSURE © SCALE : 3" t' -0 WIOTH UNLIMITED (PERP. TO PANEL SPAN) SECTION C L 1 /t" MAX I i ' MAX EXIST NG CONCRETE. HOLLOW BLOCK OR wOOO FRAMING 1 3 SCALE : HALF SIZE TOP MOUNT 00 OR DIRECT MOUNT 1" . r TUBE, MAY BE / USED WHERE REDUCED - SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 4 ANO PLAN VIEW b NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW b NOTE 8) BOTTOM MOUNT 00 DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP b BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUOS Cal 6 - 1/4 - 0.C. OR DIRECT MOUNTS WITH ANCHORS p 6 -1 /1-" 0 C. 1 /L -20 • 3 -1/2 BOLT WITH WASHEREO WINGNUTS CO 12 -1/2 0 C. (TYP) PLAN VIEW SCALE 1 -1/2" • 1' -0 • SCAI . 3" . r -0" GALV. STEEL GRADE 50 OR ALUM. f • MIN .085" KEYHOLE WASHER \ --O USE 1" • 1" . 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 0. TYPICAL ELEVATIONS 1S b 16 (TYP) J = 0 v Z W N J • J Z Z 4 4 O. 0 Ex O 4 2 L N 0 0 � LL 0 1 00 - , 0 0fD 1 6 G STEEL TUBE 1 4 SCALE : 3» - 1' -0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION "U" HEADER SCALE • 3" . 1` -0" w 1 -3 /L" OVERLAP MIN �-I- -i 12 1.4 GAGE GALV. STEEL ANGLE CLOSURE PIECE n • 5a • 16 GAGE of .GALV. STEEL 12- /2 1 BOTTOM MOUNT O ) OR OIRECT (TYP) MOUNT e TYPICAL ELEVATION (SYSTEM 3) NO OVERLAP FASTENERS OR REINFORCING TU8E REQUIREO TOP b BOTTOM MOUNTS SHALL BE "F" TRACK OR STUODED ANGLES WITH STUDS p 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS p12-1/2" 0.0 ,125" - 6063 -.T6 ALUMINUM 5' MAX ANGLE SCALE : 3' .. r -0" 4 4- 1 1.50- l .093" TYP. O ANGLE SCALE : 3" . V -0" 093" TYP. 1 /4" 5 5 . STUO FETAILS FOR SPACING) 6-1/ OR 12 -1/2" O.C. (SEE ETAILS FOR SPACING) 1 2', 3 ". c OR 5" Y Y 1.50 I O ANGLE O STUDDED ANGLE SCALE . 3" . t' - SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOE 1994.EL/1T10N FOR MIAMI -OAOE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOAOS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL. I1 s .035 - 1 CONFORMING TO AS TM A653. STRUCTURAL QUALITY. GRADE CO, G 60 GALVANIZED COATING. WITH A MINIMUM Fy s 46.7 KS1 ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6, U.O.N. C. PRODUCT MARKINGS SHALL. BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SMALL OE LABELED AS FOLLOWS. FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A 1 . 1 . 16 GAGE STEEL TUBE USING 1/4 -20 . 3 - 1/2' BOLTS W/ DIE CAST ALUMINUM WASHEREO WINGNUTS 017 JACKNUTS (SEE TYPICAL ELEVATION 15 b 16 1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIOSPAN W/ 1/4 -20 • 1 BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION 105 b 46) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS b TUBE ARE NOT REDUIpED NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 17 9. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, ANO 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTCI TEST REPORTS No 95 -032 ANO No 96 -009 10 A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". 2 - MIN FASTENER (m 12" 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8 - 0 C. FOR DESIGN LOAOS GREATER THAN 100 PSF ISEE ANCHOR'SCHEOULE FOR ANY ACCEPTABLE ANCHOR) EXIS TING CONCRETE. NOLLOW BLOCK OR W000 FRAMING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �� . r:t�. 2/ 7614 " BY ./_!. / : i PRODUCT 1'01 DIVISION BUILDING CODE 5.10MPLIANkE OFFICE ACCEPTANCE NO. 9' 69417 D/ co c 0 10 m 0- W NZ —< 01- < 0 V/ 0 N 7. • • • z z 3 a 0 n 0 n ( V,J. KNEZ�,V H : PROFESSIO E. INEER i F L LI h e No- PE 0 0983 0 re Ca AS NOrEO IO.Lgn by vJK '1999 (prawn by I r.( fCn••4•O b y � I1 VJK1 0raw,np no. 99 -097 Sheer 1 Of 4