Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
54 NE 101 St (14)
4 WIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 5 NC / 5- r Tax Folio Date 1( I ( ill Description Owner/Lessee / Tenant 1 0 0 /0 Vtl(f4rii )gc‘ Contracting Co( 0 t" h J e _ fl Llaa.)OO z,r6(jSj A-S , Owner's Address Qualifier State # Municipal # • ngineer iklArMc P CA 4°d Bonding Company Mortgagor Permit Type (circle one): Oct S CAR Pbtvr AviO AAA /'u 67 N of S� E V UGC u) ,c-.0 AT 6 A i„t (I OW I ry w/ S I fu *>r�.i wpa. CA��� 1rtCA3 (w/ dPAV 13CoLic 56-c-: > U3 SM..aAc " (21 Oc l r C.e i_b/t i7 c W \ ( /l�� Ft. qr S- Estimated Cost (value) r 4 S O G 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. WORK DESCRIPTION OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done construction and zopjsr Furthermore, I orize the above -named contractor to do the work stated. My Commission Expires: /V / Doss /30 Adds, r, 'o-vi 2' ilkitata0:1+404 4 (9 gagaa 4 afoot 6 w FEES: PERMIT jOVED: Zoning Mechanical Laf 3 Q Loc'- I 0 LA PO'lA BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN qY P OFFICIAL ROTARY SEAL 0 d< / ANGELA M BECKER * � +f n COMMISS/ON NUMBER C124 ' 'fir 4 ., Q CC786697 9 / , my commisS1oN EXPIRES ` FC NOV. 15,2002 RADON C.C.F. 1 7 1 90 te oil" Plumbing a A A/ • u ilding Historically Designated: Yes Address Master Permit # "! j 119,j Phone 3 as ''7S 1 89 y SS# Phone Competency # Ins. Co. A d d r e s s 3 g N (v . Z ` J 1 C� 0.E 1 ST -a3/ Address Signature of Contractor or Owner- Builder o ta` PN , Cristina Hue * *My Commission CC896557 % s o" Expires December 19, 2003 Notary as to Contractor or Owner - Builder My Commission Expires: No X compliance with all applicable laws regulating NOTARY S- 0 0 BOND 3 TOTAL DUE Electrical G % �>�,e/Gvl"AW Date Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // — 3 2 - t — o / 3 - / 5sa STATE OF FLORIDA: COUNTY OF DADE: 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: 2. Description of improvement: 6. Lender's name and address: Section 713.13(1)(b), Florida Statutes. Name and address: 00/X/,€ .a Signature TOwner Print Owners Name d7 !' /2U tea) Sworn to and subs¢Fibed before me this filday of (9 1 ,19 O O FI NOJARYSE4 GI ON'S 1 VIL UC STATE OF FLORIDA ATE OF FLORIDA, COUNTY OF DADE • [FRES Y CERTIFY that this is ae cc the • q:nel filed in this office on 1% day of -74 Ai l// 9.02 —I ' , A D 20 i !, ivEs;; my hand and Official Seal. :ARVE Aff �$e K, of G .,ounty Courts By D.C. /41 L-t'7` G w //z /3 /K /a 3. Owner(s) name and address: s?4 y' 0 O Ac/", 01R001222 2001 JAN 02 12:54 i 33 K P6 /2 Interest in property: /O Name and address of fee simple titleholder: 4. Contractor's name and address: /er0 y0 . UW 6 C7 '1 ' ar 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: • Amount of bond $ 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: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in 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) Address: / do .0 it) c7t Notary Public d� l r �At i Print Notary's Name My Commission Expires: 129.01.62 10/013 Prepared by: ®, " 6 " 1 "- r 33/6' _Lz BUILDING PE AIT /OGN INCT'ORS REGISTRATION CHECKLIST Copy cf ST TE OF FLORIDA ?/T1.MI OHCEES VLAGE BUILDING AHD GON __(G '000 N. 7. AVENUE Ph. (305 ) 95-2204 FA.\. (:3S) -. :4 S30 AND DADE COUNTY COMPETENCY C LICENSE CATION (DPER) : STATE REGIS1 ATION Copy of cirrent OCCUPATIONAL LICENSE from county or municipality whore business is located. - - Certificate of Insurance for r.raBrr.rry (addressed to P=erm Shores Village). 1 Certificate of Insurance for WORKER'S COMP (address& t- miani ShoresVillage) or if exempt. State of Florida Lr"'_, Form BC:+ -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERTIBMNG CHECKED D OFF Permit Application (signed by-person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification mast be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. SttuLtuLal Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. O llarriiri D A - Certificate of Elevation signed and sealed by Surveyor. A t 4 4 0 ( Substantial Improvements Checklist (contractor or owner). TWo sets of energy calculations. NO MC W O I. J 0a47,- UNIT Nu'r' 4 1d. C,d T1 u -+ Two sets of signed & sealed Truss Plans (Engine -). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum worts, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & iealth Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee Flood Elevation vSP, V Notice of Commencement sS io. s� NO . `lAro# 4 TO: All Contractors & Owner Builders FROM: Miami Shores Building and Zoning BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND'AVENUE MIAMI SHORES, FLORIDA 33138 -2352 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 Please note that Miami Shores Village is enforcing the provisions of the National Pollutant Discharge Elimination System (NPDES). The goal of this program is to prevent the contamination of storm water and municipal solid waste stream, and inhibition of wastewater treatment plants. According to a study conducted by the Environmental Pollution Agency (EPA), an average household generates approximately 55 to 60 grams of household hazardous waste or approximately 4-5 pounds per person, per year. Improper or careless disposal of household hazardous wastes, i.e., dumping or washing leftover paint into the storm sewers, throwing partially full containers of solvents in the trash where leaks may occur, flashing of unused pesticides into sanitary sewers, etc., can result in not only storm water contamination, but also contamination of the municipal solid waste stream and even contribute to air pollution. Please note that Miami Shores Building Inspectors will be conducting inspections at all job sites to ascertain proper disposal of industrial and commercial wastes, household hazardous wastes, erosion and sediment control, and, especially, construction site nmoff. As a contractor or owner- builder, you are responsible for construction site runoff, and for the proper disposal of construction debris and/or any of the above - mentioned materials If you have any questions, please feel free to contact us at (305) 795 -2204. • • FROM : NAAM PRODUCE, INC. FAX NO. 305 751 2545 • Jan. 05 2001 07:41PM P1 „kov ,.v uu ate uop Ltt tjNUSS, PH 305 859 -3208 p. a HYMAN * KAPLAN PR Fax:3053715930 Jun 14 '00 10:36 P.02 • preoaregbv and return to: JOSEPH H. GANGUZZA • IMILANE'KAPLAN, P.A. • 150 Weet Flegter Street Suite 2701 liltialni Florida 33130 Pb 306471=4244 Plte No.: 21637 (Space Above ?NO Une For Recording Data) Special Warranty Deed This Special Warranty Deed made, this day ofJune, 2000 between Bankers Trust Company of California, NA., not kr its individual capacity but solely as Trustee, or its Moulded atiCCINS501s and assigns, on behalf of Vendee Mortgage Trust 19934 whose post office address Is do GE Capital *g Services lnc,, 4080 Halbttarlc Parkway, San gernardine, California 92407 grantor, and to y'Pu na and Karen Puma, husband and WHO whose post offoe address is 64 N.E.101st Street, Mimi, Florida 33138 grantee: (Whenever used herein the tote granter and grantee Include all the padles to this tnananats ail the heirs, algal representatives, and sakes of individuals, and the summons and assigns of eetparstlonv. tro th and trusties) WITNESSETM, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by saki grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever. the folios/mg described tend, situate, lying and being in Mlami -Dade County, Florid*, to -wit Lot A and the West 112 of Lot 6, Block 10, MIAMI SHORES, SECTION 1 AMENDED, according to the Plat thereof, recorded in Pitt Book 10, Page 70, of the Public Records of Dade County. Florida- Parse/ Idanttflcatlan Number: 114200.413 - 1360 S118JECT TO: Taxes for the year 1989 and subsequent years, which taxes are not yet due and payable; zoning restriclon8.lmpa96d by governmental authority; restrictions and matters appearing on the Plat or otherwise common to the Subdivision, ugly easements of record. By accapling this Special Warranty Deed. Grantee acknowledges that it has had adequate opportunity to inspect Me conveyed herein its well as all improvements Located thereon. Except as specifically set forth in this Warranty Deed, Ws conveyance is made without warranty or representation, either express or Imposed and la on an Ir and "WHERE i3" basis. • TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAW: AND TO HOLO, the same In sec simple forever. AND the grantor hereby covenants with said grantee that the grants is lawfully seized of said Land in fee simple; that the grantor Chas good right and lawful authority to sell and convey said fend; that the grantor hereby fully • •, ,•„, .,.. •,•!,v ..... • • • FROM : NAAM PRODUCE, INC. Nov 20 UU 1 :U %P 1YMAN * KAPLAN PA plota y Seat] F x:3053715930 Signed: sealed and delivered in our presence: • rH?S NU. • ."JU? i.71 G.J4.D. -.. - JO.f i. IJJJ GVkUl v • �:_�'� i .. Lei URVJJ, 1 11 - ` Jun 14 '00 10:37 P ..03 • (Corporate Seal) • warrants the this to said land and will defend the same against the lawRtl claims of all persons claiming by, through or under grantors. • IN WITNESS WHEREOF. grantor has hereunto set grantors hand and seal the day end year first above written. Bankers Trust Company of California, N.A., not M its individual capacity but solely as Trait**. or Its p.rmttted suaceerrors and assigns, on behalf of Vendee Notts Trust 19934 Sy GE Capital My itemises, Inc., as attorney in fact Print Na "Vary McCauley, AVP ' State of California County San Bernardino The foramina_ as acknowledged before me this day of June, 2000 by M a rr M GC p q l e , V � ot• G Capital Mortgage Services. Inc., as attorney in fact for Bankers Trust Corr peny of Caifo�r NA, not in Its individual capacity but solely as trustee, or its hoed is and assigns. on behalf of Vend = Mor eca ?rust 40034. o++ b.ha t6.0 °a 1v" ldr C n •tary PuTr' Printed Name: qt lul. NtJ11COWICZ My Commission Expires: 1 1101 I, 47-Ay contractor /owner, picked up 2 sets of plans for (address) , 3 / 9 / / U / 5r from the Building and Zoning Department on (date) ' 0/ to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to . continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 RECEJ 1 IieelTech IngIuA,je,. Inc. STORM PANELS • FOLD- A -GARD • STRUCTURAL MEZZANINES • PALLET RACKS Date: I Z-• C` Dear: LA 1 We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 98- 0923.05. This letter authorizes (A)014 Put A to use our 20 Gauge Galvanized Steel Storm Panels to be used at the following job: Sincerely, Maurice Sutton President Job Address: 3750 -A N.W. 46 Street - Miami, Florida 33142 - USA • Tel: 305 - 634 -9995 - Fax: 305 - 634 -2727 Website: www.steeltech2000.com • E -mail: sales @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) JOB ADDRESS APPLICANT P(4/ PHONE # APPUCATION # SHEET OF • MISCELLANEOUS • CRITIQUE SHEET DATE d`tQw /t /. /06 COMMENTS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT • SECTION BY DATE ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with et Federal, State. County. Village Me: and regulations. Village arses no responsibility from s for accuracy offor resutts fro or 2. Thte copy of plans must be avatttbta co building site or no inspection win be conducted. &2zezi7 Sq/evof beeD A m / A/DCC/9'Te f /NLS ' �� oo e �� s A EL / 770 � 7d • (."9-WW f (7z vex. (e ice.` ,fie co, r Afra ) < med INITIALS Dec 04 00 10:40a Arch Creek Lumber Co.Inc. MIAMI. D General Products, Co., Inc. P.O. Box 7387 Fredericksburg VA 22408 13051947 -7711 p.2 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI -DADE COUNTY. FLORIDA METRO.OAOE FLAGLER BUILDING DUILDINC CODE COMPLIANCE OFFICE METRO-DAOE ILAGLER 17UILDING 160 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1363 (NO/ 37).2901 FAX (3033 373 -2906 CONTRACTOR LICENSING SECTION (303) 37) -2327 FAX 0033 773.3351 CONTRACTOR ENFORCEMENT SECTION (3031 373.3966 FAX (30313J$.?90$ Your application for Product Approval of: raooucr CONTROL DIVISION 1303) 373.290? FAX (3031 372.63)9 "Deuchmarh" & 'Legend" Inswing Residential Insulated Steel Door - impact Resistant under Chapter 8 of the Codc 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 Codc Compliance Office (BCCO) tinder 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 perfotm in the approved manner, BCCO may revoke, modify, or suspend the use ofsuch 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.:97- 0930.09 ENpiresv.05/30R0U2 Approved:05i20/(999 Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application fur 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. rancisco . Quintana. .A. Director of 3 Miami-Dade County Building Code Compliance Office la,erna moll ■d4reut: ro7tma71er ®baild(n=rotleonlier.eoo HomepiEe: hnp:ll ∎.wAoitdir ((todroaliae.epa, Dec 04 00 10:41a Arch Creek Lumber Co.lnc. (305)547 -7711 Gcperal Products Co.. Inc. ACCEPTANCE No.: 97- 0930.09 APPROVED MAY 2 0 1999 EXPIRES Mav 30, 2 NOTICE Of ACCEPTANCE.: SP!CIFIC CONDITIQNS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0830.01 which was issued on May 22, 1997. This approves a residential steel door system, as described 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 The "Benchmark & Legend" Inswing Residential Insulated Steel Entrance Door w/ Wood Frame - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No ED- 1702 -B, titled "Inswing Residential Insulated Steel Door with Wood Frame ", Sheets 1 through 5 of 5, prepared by Rick Wright Consulting. dated 02/21/99, 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 door units only, as shown in approved drawings 3.2 Unit shall be installed only at Locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non-habitable areas where thc unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential steel door system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not moire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers 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 thc 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 i stafation of this Mantle et P.E. P Produc ontrol Division Page 2 of 3 Examiner P. 3 , 1 / 1 / / r 03 a 4 1 an .Li- -L6-t Lei: : u34 7.� .,40i YS :ti;71111 14.1 T.•11:11; i!'.QII IIW _ r43 1J■ ^v 111433 if avian 21012J31N1 a3M31A JOOG 13tvVd 9 1VIN0l03 1 .0 .8 (riin JO maim, be, ,.MOMS) 01104 3104.3 'XVn YO .2/1 -Lr 14 .8 -,9 a \ [ I�f MAIN 311Yai 'K,. YO .1 /1 -LC •301 I.4010 4.4 30 .1411b01 was* 110 1 + 6 * 1 900U4. 10?.04a0■0 03 pS LI01 p ' 1 41 b 1.N!0.111a sq 4601 p»i1w. alll 1441 0111001.11 a 4141J ' 'W1 s1'C 41.* ' 1334000.43 3.44b 1301ci4bb13 11.0d -003 'LA3 sw41.nAleo •.oibp J '!K 00rrt.('/. W1.10 C3 vial Ot9 n1sY IW OONV - 4llbnb p3.aw0o: 5ti - V ,3 pal!a0ya9 11/.1.243 11YM11!Y30 (,100 ' ►C :UOl17a :Ilue3 pal 10e0 (100riyuba 1ur0r3 110 03 uou0.on) SOX 13315 031W1SN1 1110430S1a C L]]MS M0 3/13V1 3]S 'SSMaJ 0000 -O,a 0/ do PULP t 13301S M0 318v1 1 S 313MaU 0004 .11.9 0L do 00! - :S slvs/ Sy 38 ]71M$ 00.U111 3afifS3ad CON &S10 's Oid1n0.% i011 $Oi UNY16 1 ASlS3a 1a11011 '► '033f11S 00 7N1SSJ0C TWO 0NOA3a ]0 Timm MOM% iSlli 0L LMin0711113 0Q3, 333 'S1n130 M0 NM0M5 So C77vd5 003 031SO Sr 3D 11vses 5WM31W 131100vd 'C '3boJ7oa1S 31U 01 50t01 a3.S13UL 01 wla3aO04 0]0033,.1 3a Low *5033l10 i6 S117o9 00011 't 'LJNfOJ 3030-OVrel 004 3101Li v411 3000 9,.101UIB 100!01.3 MLnOS aft aar1 0 03, 0530 S1 4.1o00ad ski '1 S310N 1V2i3N30 'Sif/Y0J 00011 plum ►'QQD 113LS 0311r1tt41 1►I1N]fAS10 204116,11 003031 / NeIV'YWDN3> 1 SS1n170 1701 "iiiGOn a00/) ../O,.nOi s Snap SSQ 3 A J 00041 ► 110r1VA7 i " W •53."7Y^1#1i7Wi .:W>«lu.c ;I7r • C LI lYA3 i-� •"*Ms�lla iri. rt�Il� z ,01mSrn, • . • NOM 01X]/ 0 L33HS SLN]11100 10 31aV1 4 1 an .Li- -L6-t Lei: : u34 7.� .,40i YS :ti;71111 14.1 T.•11:11; i!'.QII IIW _ r43 1J■ ^v 111433 if avian 21012J31N1 a3M31A JOOG 13tvVd 9 1VIN0l03 1 .0 .8 (riin JO maim, be, ,.MOMS) 01104 3104.3 'XVn YO .2/1 -Lr 14 .8 -,9 a \ [ I�f MAIN 311Yai 'K,. YO .1 /1 -LC •301 I.4010 4.4 30 .1411b01 was* 110 1 + 6 * 1 900U4. 10?.04a0■0 03 pS LI01 p ' 1 41 b 1.N!0.111a sq 4601 p»i1w. alll 1441 0111001.11 a 4141J ' 'W1 s1'C 41.* ' 1334000.43 3.44b 1301ci4bb13 11.0d -003 'LA3 sw41.nAleo •.oibp J '!K 00rrt.('/. W1.10 C3 vial Ot9 n1sY IW OONV - 4llbnb p3.aw0o: 5ti - V ,3 pal!a0ya9 11/.1.243 11YM11!Y30 (,100 ' ►C :UOl17a :Ilue3 pal 10e0 (100riyuba 1ur0r3 110 03 uou0.on) SOX 13315 031W1SN1 1110430S1a C L]]MS M0 3/13V1 3]S 'SSMaJ 0000 -O,a 0/ do PULP t 13301S M0 318v1 1 S 313MaU 0004 .11.9 0L do 00! - :S slvs/ Sy 38 ]71M$ 00.U111 3afifS3ad CON &S10 's Oid1n0.% i011 $Oi UNY16 1 ASlS3a 1a11011 '► '033f11S 00 7N1SSJ0C TWO 0NOA3a ]0 Timm MOM% iSlli 0L LMin0711113 0Q3, 333 'S1n130 M0 NM0M5 So C77vd5 003 031SO Sr 3D 11vses 5WM31W 131100vd 'C '3boJ7oa1S 31U 01 50t01 a3.S13UL 01 wla3aO04 0]0033,.1 3a Low *5033l10 i6 S117o9 00011 't 'LJNfOJ 3030-OVrel 004 3101Li v411 3000 9,.101UIB 100!01.3 MLnOS aft aar1 0 03, 0530 S1 4.1o00ad ski '1 S310N 1V2i3N30 'Sif/Y0J 00011 plum ►'QQD 113LS 0311r1tt41 1►I1N]fAS10 204116,11 003031 / NeIV'YWDN3> 0® OD tf DO 0 �a 00 010 DOOR LS OWN LAO 3OO 328 a®8 2 ®m V�Y}'iY 4: (09 Co hl 19 t.*1,41: f.- • C 2/ saw N. • S. C.0 .C. t+ w IY.9R q [D- 1707 -0 .9r1 5 a S. awirimmartsinvonari raluitar tares • - .°ca scrww urEGraSZY 1rR! Q7ECF 711Mi=1111inXi:OrLir=r1EVI amcrtiesibaimanlins cr. .. .. , 04004 liar ! ngs s - willaramIM le. dew .•.. • -1 r - • leer t4044•0140 eam riKI1°4tt 0100 on ben ot rment wood beach or rode *late Met ter detg oK •.d! ew Kw 'e1 r.R 400 *Ma** Kwe•s•t UO IarJr Kw■wswl 140A srM Qead�oR *tialoea wows 1600 aeCdnell Kwdlssr NO deodeotl K *sot fig attache. «:asN IMO d4aeboe lee sawas N tech msfu7 614•41 :nslruClien• Mesenry 0911 20 ►900 Stet wrath •„ i • n • • • r a foam 2.1 • °undo Cana: f1i7 CC'*�?:i • mat Vern 4P=4 it OCScR Ptes1 1 FOR aCS'OEN1IRE WOO 'RACE CQCSS -StCt Y UYC Y Sal. C3- 1702 -B / 5-,CC' 3 r0R RC57OCMry4t DOOR PR[PeAttON LAYOUT. SEC CO- 1702 -8 ! STET 5 . e . ANCHOR LOCATION rC7EStGN ORESSURE RATING •oyr: M(U'IK I. mat •■• •r•a•••. anranM • 07s Ma= 8'0' COLONIAL 6 PANEL DOOR VIEWED FROM INTERIOR (sHo r rca Chasr or v(w) a JE i n 3v R•tsse. l ^J rwrr :V ."C t:• !test: ce�1 091A. 44 o;;1:1 1:.9141,:..•10 r —7 lona N .I.S.. awa 0, Ct o_.w ' MAW we. ED- 4707 -9 }a, b S c s— j C: • © 1• rtfQn ►rata r IF= e_a �"�tLifQ[ZnlF1Ct �Ersn� V1• r Qy'rrIlt :1A1T l6 iL1�6:rpi 0 [-11 1 L L'S iGf: ^ ' M/ u r_ A.A=HtararB,a.. . , . 1•I l �' b � � I LZ : '�+�" Df Q� rL Q1t'1:'.12:'rl"'.'11 .T'7Tt :-71• 1[_7fi:!7TT-SZf.'i4= =3:1! }�1t'Jti.�•: T^J QJ '417KOlUd. F�7Pf =�lY!�""z7Y FU►"� :i . 9.11•x1• 660 aeo•bol 29 WW1 terns (••e Iacc .1114n +Ist.ueltef41 k Nosonet Pao • ]t is wad WN 32 11 2 164434,4 • *asset oC 9o1•906 sa6 loci 2. 1111 Vtot 11Ki!! aeolbe• 4411414 !•.+•• 166* Q_•OdbOt 14.:1•11!1 • 46 asoa0Olt iEt! Ot509911090 1/ ewer. s1ti.r1 0 K• A - A' roe: RE5D( Niel'WOOD MOW .7tC5S- SECra.1 trOjr, SFi: 0- 1702 -13 / 5 5 or 5 'OA: RESK1LNttµ 0004 PtEPra•iGK t.9r0ut. SEE: (O- 1702 -8 / sHirr S et ANCHOR LOCATIONS 6'8" COLONIAL. 6 PANEL DOOR VIEWED FROM INTERIOR cs+lo«N ran cumin Or r1Ew) PROW 4 C441■444 roe no 514414 143014. ft Its; •CCi'1:.t• .�..� L COI SW. r.'.: COIN Oe• -3.3 •••r ;/t 1 /96 *Coat N. ES. •.t r C.L MOMS •0 EO -1707 —e ,a' 2 •• 3 J to 0 1 I- C • 4 • • MIAMI -DADE � PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 312 Walnut St., Suite 1600 Cincinnati OH 45202 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0320.05 Expires:08 /21/2003 Approved: 04/28/2000 Internet mail address: postmasteru ©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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 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 24 Ga. Sectional Door 9' Wide 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. 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. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com Clopav Building Products Companv. ACCEPTANCE No. 00 0320.05 APR 2 8 2000 APPROVED EXPIRES - �!I. 2 1 0111 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a sectional steel garage door 9' -0" wide x 6' -6" through 8' -0" high, as described in Section 2 of this Notice of Acceptance (NOA), 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. PRODUCT DESCRIPTION The Holmes Sectional Garage Door and its components shall be constructed in strict compliance with the :oi;ow�ng aocuments: Drawing No. 101702 -24, with last revision on 07/08/97, titled "Door Models 83, 84A, 93 dz 94 ' prepared by Clopay Building t'roaucts Co., arawn on 11/18/96, sheet 1 of 1. They bear 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 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized • statement from the manufacturer that only coils with yield strength of 28,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 5. LABELING Each door 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 NOA, 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. Candido Font, PE: Sr. Product Control Examiner Product C ontrol Division f3 ...vi7.1 aJU11Uf11� i� i uiiUCtS COnlnany. ACCEPTANCE No. 00- 0320.05 APR 2 8 2000 . APPROVED • EXPIRES WI 1 03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS l 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. 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 I, 2 and this last page 3. . ENI) OF TI IIS ACCEPTANCE Candido Fo t;PE.Sr Prbduct.Control Examiner Product Control Division 3 of 3 /e9// S reet, 2 v4g1 -2-j 's . time , Lit . Adaress or Phone General Contractor - Lie: 'No; Address,,o _ hone Zone Req.. Cu. Ft. Cub. Cont. • • By 4 • . . _ Plat Restriction Chkd. By To Planning Board , :&•:',24 : -.." - ,„ ApprovedfRejected Re. to P.- J3d. - Appf0yed . Rejected .. . e Plan ec. Checked 'By - - - - 4' - - — - Date • To .Council. Approved_ _ ‘_ ,Bldg1 No . 4 , - 4 1 e.,/ Date „ -;1- .r.134 Feel? ' Cost 4 1.Gti9, Type Stories / Roof New Const. Alterations i Plumbing Permit No. Septic Tank Sewer Miscel. New Cont. r • Rejecte 0'0 Date Fee SI it it it ti It tepairs ATteration Repairs Electrical Permit No., F.ixtures Heater t2. Mi s e:el onset Tilde. Tnsp. 11 p ar cd't1:r1 n.' 7 Fee it • ➢S 13a By _ - 3._ ,nsp„,__ -. -... - B-y.- - ' :tean • sp o ;.. W ,-_ " Boas & L i h-teTs --- - - - - -- -- --- . -- ___- -_ , -. ?- �_ __.. : a _ _ . .Final -- ..._.. Final Clean -Up .- Da.t? Bit Re - Insp. Plum trig, I.nsp . Roughing .Fixtures ry.. Sewer ..• Sopti-c :.T-0:n Solar Heater, • _F:ina1S� r . •Elbctr•ical Insp•. Date By _ Re'- -Insp Ro li : .....• . ....-......._ ..... • Fiyt'ur :eS.... .. -. _Final': . - if •By' • Re -Insp By By •RE -.Ins .d MIAM1 -DAp PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American CONTRACTOR LICENSING SECTION 2805 N.E. 185 St. . (303) 375 -2527 FAX (305) 375.2558 Miami FL 33163 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 3751908 PRODUCT CONTROL nIVtSION Your application for Product Approval of: • (305) 373.2902 FAX {305) 372 -6339 Series PA - 20 Aluminum Single Hung Window - Impact & Non - Impact 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 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.: 00-0;25.04 Expires:03 /13/2003 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. Approved: 05/05/2000 Internet mail address: postmnster ®buildingcodeonline.com 8/Z abed `•VVdV1 :Z 00 en • Ilk 44: '•886C189g0E MIAMI - DADE COUNTY. FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 1 WEST FLAGLER STREET, SUITE 1603 MIAMI, MLORI 33130-1563 (305) 375-2901 FtkX (305) 375 -2908 Raul Rodriguez Chief Product Control Division 0:144k, rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County • Building Code Compliance. Office Hontepage: http : / /www.buildingcndeanline.cum `NVOId3VVV NVd SONINNI8 :A8 WaS Binnings Pan American ACCEPTANCE No.: 00- 0225.04 MAY 0 5 2000 • 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0716.06, which was issued on March 13, 1997. It approves an aluminum single hung window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Horida 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.l The Series PA -20 Aluminum Single Hung Window - Impact & Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No PA 20PCS, titled "PA -20 S.H. Installation ", Sheets 1 through 4 of 4, dated .7/10/96 revised on 2/11/97, signed and sealed by William. M. Meyers, 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 applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see corresponding Comparative Analysis Table for Impact and Non - Impact window, in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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 installati n of this system. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2of3 APPROVED EXPIRES' March 134003 • Manu. Perez, P.E. Product C 'rol Examiner Produ Control Division 8/E abed `•Wdt' ? 00-6-A ?I `•886f:189S0E •`NVOI83 V NVd SONINNI8 :A8 luaS Binnings Pan American ACCEPTANCE No.: 00- 0225.04 APPROVED , MAY 0 5 2000 EXPIRES : March 13. 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 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 isii 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 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, 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 1, 2 and thi last page 3. Man el Perez, P. E., Prod Product Control Division END OF THIS ACCEPTANCE 3 of 3 ntrol Examiner 8117 abed `WdgI:Z 00 !eon L8950E `•NVOIU3141V NVd SONINNI9 :/9 1118S m In t?? ti 0 U CC w z O.. ' CO (0 H z z 1--1 m CO ar (1) lop �L• �� 77' 1 © mai �1t7ii�l� , 0 0 gL la 0. 0 0 00 1 .250 Eire ? i _ s1•INIIIMMIIMMINI =FUN iir7.F2a111111111111111111 - tE= i 111W1.1i11111111111•1111 to EIE1•r:.FZIF>• -- 1FE INFi7N i >f sIT-31L - tlil}' -�i NGWS - �R77�i Eli. amber f 26 3141 Part Onr'g *mbar Plurber I -1 0. ..250 — ala5CNItt MINING PAID 2X SUCK NOR12.INSTALLATiON 0 Plane drat 0 NIP NAPA food -rs 0.457 0 1.230 r 0/0013 DOCK Ito 1 114' GEC) 4IrJ Ir' 3111SA 5Pfa MO. -I 0.750 —2.772 O P A- 2X BUCK VERT. INSTALLATION wab.r 1st' 511114 srJUT i x. • • • ri 2.765 PA-20 STEEL RUNNER INSTALLATION MIME) M COYPIitrC' THE 30(12 R Dr BE:1.01n CADC Di 0105M5Wan DY_ J IM'tlti0 MIN. Pt0U DI2SID I/4 Sr.IM 9r.�L[ tMJt. B011DI1Y: C:CE xwvearst (LSICE rC:fP:Mrt N0. 00- 022r 04- QENERAL NOTES: n.20 '3.nga Itusg WWnerho hate been de,.y-.ed on accordance 'nth the. Dade Cevnty. 1 994 Grafton of the South Monde Budd.•y Cade. Wmd speed co.eldered n 1 10 me k. unport+nce factor ea 1.05. espmvre eategory Par and the .Wean roof Inrsght .s 6 feet or less 2. 9ttik eystemv mast asthstand bads Imposed by the wind 101145 and garth/ byst:em. Back systems are the respo. sIbd.ty of other-a. 3. Undo glared was '.JI snf'yGlae see h r'.eene protechNe Spite's*. Mots /lased meth staidara glass regwee • borne-sae protectave eyst4744_ 1.250 — 1.056 2 y PS.* a•P. -..t dens.. ay rn 144.44141 Iv 1110P.11. 11M' 25A6133M1N. 911E SfAC[ M. • t mcs-r$ MIME MINNIIIIM=121■11 - 41/._ �t�E +• SY.�i .._c5s'ai..7 1 0!•40 a:_53ts i11/1E • • 7.fil •• - E'ER:.^ i .•. � IN ic3Fd1 3 tT7' F==7/1111E111111 !.7 MIMI III - MN FIaTaTMIMMEINIII/111 - r"'" =FEe1X1 ” 11 . - 0 INIE=. " "E =3 ___ 111 MPG= 1E1-! EFaE _•st3EFP.", ?'T'2�i1tr MIME MEWS r 3Laa1iNE,El1 , _....7 -. UU1 te rws = :• - ts �� 0111FaltiffM:11111 SWIM 1121-1 Amax rwr ° � t• b..1:1: t bowl 1u. 1 L 04061s 201 s. ■r *. W . MIA halm 7110% Jrr 1113,33 131 NN NGS IMERIMUNNZIWAIA AMFR1CAN H.. •■..ate Clarity ity CarPnta r. — C7.= M h.. Pend Cr y-' sti P 5.11. k r..r.r s.+.+ Mh50WY 0P[1Uat DUCK YA01M —el I • pA,20 TYPICAL ELEVATION HOOT. E. FISHER WM. ►A. ME:YERS rs (:onsulaIlg Erigfnourc 9301 N.E. Bfr. Av.1 C-3JU 1J ldeni S:.ores- FL 3513h SUS, . S. ? -.uC.i fa>. x!.r:: e; i ,2Jam"`" t P.O. Box 630038 2805 N.E. 185th Slrael Mlorni, Florida 33153 1305)531-2350 PA -20 1 of 4 PA -20 S_H. INSTALLATION PA•20PL5 a.rm. [owl t! CO co ti 0 0 N 0 0 a) z 0 I--1 CC w z 0 CO 0 H N CO CO 4 c a) (4 2.7C9 iT•■ esNAMISWr ' 111 0 0.7507. 0.687 a Z T . 1 a 2.77Z --, A-20 IX BUCK VENT. INSTALLATION 'A" SHIM SrAct 1.40x. • I/4 9 11117 SPA2 MAX. &I 6' P.M. TAICON 11N' 19.46/0.0(T MN. .1 r r. woo" et;CR x r.T. woo, l uoc —�1 .— 9191 312 MVC. l 11056 9'1 C 011 r.f1. TALON 114' ON5CDMUT iAIM. BUCK cemereCOII MA3CNIC'O D4IIls RO9T. E. FIS:4EFl NM. M- MEYERS. P.E. Cons.atIn9 Eng Ina erS 9301 N E. 691 Ave. C-)C7 Micmi Shores- FL 33158 ;705; 751 -31' T 537.1.X6 "a: 187-62a? PA-20 IX BUCK NORM IHBTALLATFON M f 114• -- MASONRY Or97N.: r �- -8000 M1131a • pA -20 TYPICAL ELEVATION 1PPt0714 AS COwt7INC Non% TNl S31/1 808:06 OU;DIN3 CP;( Dtl 2 a 114_ PR • i • 1IN01 DPOli:EVI =V CS;E �ogtrw.�[t OHO 4' ALCIrront N1 0 O l'24 J Note: See rye 1 for 6d al Nate sl $ Geaaf Now .ar.tr iv.y.. par OCY.D ... PJ9 &WIN Mr r� 711090 Pair VI 187 I Einnings { I- American P.O. Sox 830038 2805 NI. 185111 Street Mlomi. Florida 33161 (305)931 - 2350 ww s1 IM e.� I ay.p s.wyY.r� fir. Jw 2 d 4 PA -20 S.H. INSTALLATION �n`` w. ►.. P.420PC52 11.."."... A 11%.1 /Peambart Call Site Bock Width Back Heigh, Typical Jamb Far tamerSpacia/ Typical Head& 5111 Fes leper Spacing Re +Pressure ults - Pressure 12 16.125 25.000 13' 81/8' 6667 - 23931 13 18.125 37375 1313/16' . 14 81!8' 49.623 66 -67 -206.35 14 11.125 49.625 13 I/4" 13" 8 1.1' 66.67 I 49.69 66.67 - 189.12 15 18.125 62.000' 13' 166.79 8 118' 35.000 66.67 - 17939 16 18.125 73.1117 15 3/4' 35.000 - 8 118' .13 13/16' 66.67 - 173.38 22 36.000 25.000 15" 66.67 13" 24 66.67 - 170.11 23 36.000 37.375 13 13/16' 25 13' 62.000 66.67 - 137.35 24 36.000 49.625 13 1 /4" 13' 66.67 - 120.72 25 36.000 62.000 13' 13' 66.67 - 105.10 26 36.000 73.167 13 314' 13' 66.67 -18.07 H32 ., ...25.500 25.000 15' 15 1/2" 66.67 - 19932 H33 - 25300 _ 37.375 13 13/16' 15 1 /2' 66.67 - 166.16 H34 25.500 49.625 131/4' 15 1/2" 66.67 . - 149.53 H35 25.500 62.000 I3" 95 1/2" 66.67 - 139.40 H36 25.300 73.117 13 3/4' 15,1/2r 66.67 426.58 32 52.125 25.000 ` t5" 14' •. 66.67 -12632 33 52.125 37.375 13 13/1$ r 14' 66.67 -11531 34 52.125 49.625 . . • 13 1 /4' , • . - 14' 66.67 -91.14 35 • 52.125 62.000 13' 14' 66.67 ' -71.64 36 52.125 73.187 15 3/4' 14' 60.03 -60.03 Cali Size Buck Width Back Height Typical Jamb Fastener Spacing Typical Head& Sill Fastener Spacing Results +Pressure - ?restate 12 11.123 25.000 15' B IA' 66.67 1 - 151.111 .13 11.125 37.373 1313/16' 8 1 /1' 66.67 . ■ - 130.07 14 11.125 49.623 13 1/4" 1 1 /1' 66.67 i - 101.18 15 11.125 • 62.001 13" 8'1x8' 66.67 I 49.69 16 11.125 73.117 15 314" 8 11$ 66.67 • 166.79 22 35.000 25.000 15" 13' 66.67 -91.59 23 35.000 - 37.375 .13 13/16' 13' 66.67 66.91 Call Size Buck ' Width Buck. Height Typical Jamb FastenerSpacinR Typical Head& Sill Fastener Spacing - Results +Pressure - Pressure 12 111.12.5 25.000 15" 81!8" 66.67 -15635 13 18.125 37.375 13 13/18' , 8 11$ 66.67 - 160.42 14 18.123 49.625 13 1/4' `.. 81/8' 66.67 - 143.99 15 18.125 62.000 13" 81;8" 66.67 - 113.19 16 18.125 73.117 13 314' 8 13" 6E.61 -94.86 22 36.000 25.000 . 15" 13' 66.67 - 132.71 23 36.000 37.375 13 13/16' 13" 66.67 -95.04 24 36.000 49.625 .`131/4" 13" 66.67 -69.45 25 36.000 62.000 13" 13" 54.61 -54.61 CD : r- a) sT cu CL z U cr W n Z L 0 s Z H CO CO 4- C co PA -20.01 Single Hung Window 3/16" Annealed or Tempe red Glazing None: The 6tsteller as ajOL awk ..fD Rr • l mrrte ROBT. E. FISHER WM. M. MEYERS. F.E. Con sulting Engineers 330 t N.E. 00) Ave. C -300 Miami Shwas. FL 33138 1300 7S / -3 rtr 657 - 4006 Fa. 302-12a2 PA -20.02 Single Hung Window (DSB) Annealed or Tempeied Glazing Now flu lesta,ltetl a ajaih molt n41 ow atm • harrlerne . • �1.trr•j'"tf A+/ ir16. Non - mpacl rssistont windows. Units glared with standard onneotod or tempered glass mutt here a hurricane protective system to meet the South Florida Chadinq Code. For.irnpacl rexiatont windows. rele.• to pots 4. `NOTE Fastener spacing is maximum of 6^ front each end; spacing es iadiwtezE e.e..e err KCP PA - 20.03 Single Hung Window 3132" (SSB) Annealed or Tempe red Glazing Note: The GruNarloe afd6 ant' u.4l re . •*f • &orrice.apro sruear. 2 Lr Binnings 1 1i r American Awl "wean 4'FrCc10 75 O.WF'.YthC M'Ib 1x1 S?1fY F1 Ifl 604101NC CTJE ct r • KVA r. ai0101.SW1 ZUlICfaC C x (01Itl'fCE Met =6CtPl'L't ti? 27- 0 2 41:0 PA -20 Specific Conditions P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (303)931 -2350 . tr« 1 . " ..4n S PA- 20PCS3 3 et 4 /strew.. sr.. Call Size Back Wldsh Buck Bright Typical Jamb Fastener Spacing Typical-Bead &Sill Fas lent rSpacing Results +Pressure - Pressure 12 11.125 24.000 15' 8 N8' 66.7 -70.0 , 13 10.125 37.373 13 13i16' 8 1/0' 66.7. . -70.0 14 18.123 49.625 131/4' 8 118' 66.7 -70.0 15 88.115 62.000 13' 8 l/8' 66.7 -70.0 16 18.125 73.187 13 3,4' 8 118' 66.7 -70.0 22 36.000 23.000 15' 13' 66.7 -70.0 23 36.000 37375 13 13/16' 13' 661 -70.0 24 36.000 49.625 131/4' 13' 66.7 -70.0 25 36.000 62.000 13' 13' 66.7 -70.0 26 36.003 73.187 13 3/4' 13' 66.7 -70.0 ` H32. .. _ 23.500 25.000 - 13' 15 112' 66.7 -70.0 H33 - 25.500 37375 13 13/16' 131:2' 66.7 t701.1 1134 25:500 49.625 13 1/4' 13 1 :1' 66_7 -70.0 1435 25.500 62.000 13 • 15 112' 66.7 -70.0 H36 25.300 73.187 13 3/4" ` 15 112' 66.7 -70.0 32 32.123 23.000 13' • sf - . 14' 66.7 -70.0 33 52.125 37375 13 13/16' 14' , 66.7 -70.0 34 32.123 49.625 13 1/4' r 14' 66.7 .79 .0 ' 33 52.125 62.000 13' '' 14' 66.7 40.0 • 36 32.125 73.187 15 3/4' 14' 60.0 -600 03 03 0) co a 0- co N 0 0 4U PA - 20.04 Single Hung Window 3116' Impact Glazing (Sentry Glass 457) Mess: TA:. Oro dr. r Is• Aserre ow prors Mr. ysaw PA -20.05 Single flung Window 118" Impact Glazing (Sentry Class 451) Xose TA p ;oda ad A a Arm a p.m rdvs osrrns C all Size 12 13 14 13 16 22 23 24 25 26 H32 1433 H34 H35 1136 32 33 34 33 Qa di W idib 18.125 18.125 18.125 18.125 18.125 36.000 36.000 36.000 36.000 36.000 25.500 25.500 25.500 25.300 25.500 52.125 52.125 52.125 32.123 Back Height 25.00D 37373 49.625 62.000 73.187 25.000 37.375 49.625 62.000 73.187 25.800 3 7.3 75 49.625 62.000 Typical Jamb Fastener. S pacing 15' 13 13/16' 13 1/4' t 3' 1`'3/4' 15" 13 13(16' 13 1/4' 13" 15 3/4' . 13 13 13/16' 13 1/4' 13' 73.187 - l 15 3/4' 49.623 13 1/4" 25.000' 13' 37.375 1 13 13116' 62.000 13' Typical Bead& Sill Fastener Spacing 8 118" 8 1/8' 8 1/8" 8 118' 8 I/O' 13' 13' 13' 13' . 13' 15 112' 15 lir 15 1 /2' 15 1/2' 13 14' 14' 14' 14' Res -+ lief sure 66.7 66.7 66.7 66.7 66.7 66.7 66 7 66.7 54.6 45.8 66.7 66.7 66.7 66.7 65.7 66.7. 64.8 47.4 37.3 ulls - Pressure -70.0 -70.0 -70.9 -70.0 -70.0 -70.0 -70.0 -69.4 -54.6 -45.8 70.0 -70.0 .70.0 -70.0 • -65.7 -70.0 -64.8 .47.4 -37.3 36 32.125 - 13.187 1 15 314' 14' 31.2 -31.2 r.... Ar KCP R15 hole: fattener 'pacing is rnrrrnurn o' 6' t-or, eocn caner. x [) . 1/97 4/2/97 is A.nr.6ID 8U!* .001 AMY 0u FA wocnn OM v„- n a innings I I.1 American Pram Pal "wawa Pare arm • C'P:CKW 411 Olxplaa; an111 r t SOU%11 fl08DA 8111ok" e:CE OA' ,_ or _ - a0 di true - , 7.1c• errt:AS ( ei_:D0%2 CAE COMll!a tc, C11i6r aexPrJec 112_20 - 0 2:ts'6 Y 00T. E. FISHER. WM. M. !. {EYEi1S. P.F. Cornutling Eng inners 0301 rtE 611, A C 0.fa,., Shwas. rL 31136 630`+1 758-3!17557-1006 Fa. SU2- 4'4> P.O. Bor 630036 2805 H.E. 185th Sires' Itiomi, Florida 33163 • -(305)931 -2350 ffa.fa..f • PA -20 Specific Conditions 4 of 4 I aarl.w two P4- 2OFCS4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech I1=.dustries, Inc. 3750 -A NW 46 Street Miami FL 33142 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 gauge Galvanized Steel Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (This NOA revises and renews NOA No. 96 0116.02) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Buildin Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 98- 0923.05 Expires:11 /09/01 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /03/98 -1- Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRb -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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rod ' guez ar es Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com . Steel Tech Industries. Inc. ACCEPTANCE No.: 98- 0923.05 APPROVED EXPIRES . November 9. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0116.02, which was issued on August 8, 1996. It approves a 20 gauge galvanized steel storm panel 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. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 20, 1998, revision -1 dated November 2, 1998, sheets 1 through 9 of 9, sinned 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 dra'.vinas. 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 2,nd damage at all times. 4. INSTALLATION The 2.0 gauge galvanized steel Storrn panel 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 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 • 1 Steel Tech Industries, Inc. ACCEPTANCE No. : 98- 0923.05 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - Product Control Division DEC 0 3 1998 EXPIRES November 9, 2001 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 need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. . /t// Helmy A. Makar, P.E. - Product Control Examiner ..�.., 4.■ V 1 U:'r .1e nrcn LreeK Lumoer Lc. Inc. 13U5J947 -7711 DT 4 DATE: I / / PAGE 1 OF 8 TOTAL PAGES L. Aotto■ pAk TO: OF: FROM: • OF: ARCH CREEK LUMBER CO.,I C. REFERENCE: 1:Xitk • • • F1 n * 4irie j •- e IMPORTANT NOTES: If you do not receive complete pages or legible copy, please call the number below immediately. The information contained in this facsimile is intended only for the use of the individual or entity named above. If you receive this fax in error, please notify us by telephone immediately at the number listed below. Thank you. ARCH CREEK LUMBER CO.,1NC 15255 West Dixie Highway N Mi Be..,.h F ride 33162 DADE:947-3441 BROWARC:462 -5366 FAX :(305 )947771 1 p. 1 (1 156ft rvt_ov (G t Tiro —pa et Ay/A- wt.— As.r, (2Q `PNirrtri, 61A., 6M 2acv'- ....,..• •-. uu iu: -r.Ja TO: OF: FROM: C I‘Ve% rircn LreeK Lumber L'o. lnc. (305)947-7711 L DATE: / 4,, O PAGE 1 OF 8 TOTAL PAGES L. AotAik OF: ARCH CREEK LUMBER CO.,I C. REFERENCE: ,Dr C b • • • Fie 4'4' j We IMPORTANT NOTES: If you do not receive complete pages or legible copy, please call the number below immediately. The information contained in this facsimile is intended only for the use of the individual or entity named above. If you receive this fax in error, please notify us by telephone immediately at the number listed below. Thank you. ARCH CREEK LUMBER CO.,ONC 15255 West Dixie Highway North Miami Beach,Flarida 33162 DADE :947 -3441 BROWARD:462 -5366 FAX: (305)947 -7711 p.1 Dec 04 00 10:40a Arch Creek Lumber Co.inc. (3051947 -7711 MIAMI. DE EMI rlu expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0930.09 Espirer05130R002 Approved:0S/2011999 MIAMI -DADE COUNTY. FLORIOA METRO -DADE FLAGLCR BUII.DINc DUIL011WG CODE COMPLIANCE OFFICE METRO.OAOE FLAMER SUILOING • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE trim Ps z vo' L AX 3o 31 - 2vw General Products, Co., Inc. C.ONTRAcTOR LICENSING SECTION P.O. Box 7387 Fredericksburg VA 22408 CONT1tACTOII rwFORCEMENT SECTION 13031 37)•)966 FAX 0031 375•3001 Your application for Product Approval of; rrooueT CONTROL DtvlsIQN (>031 373.m.! FAX (3931 3T2.6)39 " ienchntarA" & "Legend" inswing Residential Insulated Steel Door • Impact Resistant under Chapter 8 of the Code of Miami -Dade County govcming 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 manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend Me 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. (30)) 37) - '_327 FA•'( 0051 37) -33)1 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 fur 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. rancisco I. Quintana, Director 1 of 3 Miami -Dade County Building Code Compliance Office ImSn,u .,.0 .ddrerr: pon .cuIrrehuirdia=todtoaliat.cam Humps', hu th.w.beitdia p: ltodt011lias.eM P•2 Dec 04 00 10:41a Arch Creek Lumber Co.Inc. (305)947 -7711 General Products Co., Inc. ACCEPTANCE No.: 97- 0930.09 APPROVED MAY 2 0 1999 EXPIRES May 30, 2202 NOTICE OF ACCEPTANCE: SPECIFIC C0NDIT1QN. P. I. SCOPE Li This renews and revises the Notice of Acceptance Nu. 96- 0830.01 which was issued on May 22. 1997. This approves a residential steel door system, as described 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 The "Benchmark & Legend" Inswing Residential Insulated Steel Entrance Door w/ Wood Frame - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No ED- 1702 -B, titled "Inswing Residential Insulated Steel Door with Wood Frame Sheets 1 through 5 of 5, prepared by Rick Wright Consulting. dated 02/21/99, 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 door units only, as shown in approved drawings 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is Tess than 45 degrees. Unless writ is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4, INSTALLATION 4.1 The residential steel door system and us components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each tacit 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 Codc (SFBC) in order to properly evaluate the i stallation of this Manue ' crew, P.E. P • • uet Co,,.,., Examiner Produc ontrol Division Page 2 of 3 BENCHMARK / LEGEND NSWINC otootwTIAI WSLL&Tt0 SIM DDO.t VAIN *000 mugs. GENERAL NOTES 1. tiros PRODUCT is 0ESGN(D TO KS 7r*t SOUS+ ri.ORDA BUil: C 070E 11114 M OSc TOR weto -ow[ COATS. 2, 00000 BUCKS Br OTNERS. TAM E ANC110RE0 PROPERIV TO 1RANWER LOADS 10 THE ST11uCrURE• 3. PAODUCI A C'40R5 SNAU eE AS USTED MD S24C2D AS SHOWN OM DETAILS. ANCMOR EvIcomu T 10 944E NATERML 94141. eE erroNo WALL 0AESSINO OR STUCCO. s, 1IdACT RESISTAUT SMUITTERS NOT REOU*Irt0 5. OCS*CNED PRESSURE RaltIL SHALL RE AS TOttDMS: - F0ii UP TO 6 WOOD VRAMES; SCE TsfAl Ow SKR 2 - TOR uP TO err MOOD rRAuES; sat mac ow SHEET 3 RtSOCMTWL O.SU1A1C0 STEEL DOOR CCwrnon to di moons cordittons) Pool Lsot Corslneilen• Ft sheet. 24 go. (0 nisierint thte•sss Oal.odre0 stets A -525 canvnsreid quality - Nt00 p� AST* 520 wit* y410 OHtnglh ry(o.• CMt eeeie.r FWyurethons cars. tso -pals lsocyenott Rem, cempoesets rtes. .lib 7.15 Las. ().nsHy . roostiuct;on: roan a embossed legs The .mccot edges ae estr eions d Ott seen, rood corms() to e meehoniot wtp►tcb. ha lbordot edges we totted t.gsthn of two Ibc0 sock 37 -1/2" OA. SAS. MOM NIDTN io ■ 6' - Height 1 e e 37 -1 /2' 0.4 tax. r1um( run; 1 $' - Height COLONIAL 6 PANEL DOER VIEWED FROM INTERIOR I sHOWw roR cram Or von Y074) n t1*0*, „ rut ry SW.I .vlr.. y .1 • iUti.4; )! 'o' -eG sir t4.' i.::Z au- 7/2)/99 Ian M.1 aow ',a wi • ED- 1702 -0 N. BENCHMARK / LEGEND NSWINC otootwTIAI WSLL&Tt0 SIM DDO.t VAIN *000 mugs. GENERAL NOTES 1. tiros PRODUCT is 0ESGN(D TO KS 7r*t SOUS+ ri.ORDA BUil: C 070E 11114 M OSc TOR weto -ow[ COATS. 2, 00000 BUCKS Br OTNERS. TAM E ANC110RE0 PROPERIV TO 1RANWER LOADS 10 THE ST11uCrURE• 3. PAODUCI A C'40R5 SNAU eE AS USTED MD S24C2D AS SHOWN OM DETAILS. ANCMOR EvIcomu T 10 944E NATERML 94141. eE erroNo WALL 0AESSINO OR STUCCO. s, 1IdACT RESISTAUT SMUITTERS NOT REOU*Irt0 5. OCS*CNED PRESSURE RaltIL SHALL RE AS TOttDMS: - F0ii UP TO 6 WOOD VRAMES; SCE TsfAl Ow SKR 2 - TOR uP TO err MOOD rRAuES; sat mac ow SHEET 3 RtSOCMTWL O.SU1A1C0 STEEL DOOR CCwrnon to di moons cordittons) Pool Lsot Corslneilen• Ft sheet. 24 go. (0 nisierint thte•sss Oal.odre0 stets A -525 canvnsreid quality - Nt00 p� AST* 520 wit* y410 OHtnglh ry(o.• CMt eeeie.r FWyurethons cars. tso -pals lsocyenott Rem, cempoesets rtes. .lib 7.15 Las. ().nsHy . roostiuct;on: roan a embossed legs The .mccot edges ae estr eions d Ott seen, rood corms() to e meehoniot wtp►tcb. ha lbordot edges we totted t.gsthn of two Ibc0 sock 37 -1/2" OA. SAS. MOM NIDTN io ■ 6' - Height 1 e e 37 -1 /2' 0.4 tax. r1um( run; 1 $' - Height COLONIAL 6 PANEL DOER VIEWED FROM INTERIOR I sHOWw roR cram Or von Y074) n t1*0*, „ rut ry SW.I .vlr.. y .1 • iUti.4; )! 'o' -eG sir t4.' i.::Z au- 7/2)/99 Ian M.1 aow ',a wi • ED- 1702 -0 El CI OQ 11 ® 11 0 a [3 DO DOOR LS 028 0012 30■ 3010 301■ moo vN?'iY V. WOO! cr■ s :t. . aGrC i.G CDvSVi Tint i6t3 61M-233 S PC IP C.( C. Cs. I. 1..1. q C D- 1701 -0 E7 IIC7=11110WLIOCLOYEAR=IfliD � 8 1 L:' s1— „, =uII7 1Elt, "' T,il liar 1 • road ueem /J! g17" ti rar.r CIMILTIV=MTIZEKT/EIMITLIIIMI LIII ilia eaCK=. ZZ71 N�1aam�1 sta11 •weoramaM foe er001 . • - s - • ener (oanHOp own 09 evil Ara en Este folf‘lercefeent mend bier' 11tmf for Welt Nee plots flAff for 61000014 • • rocep L■ 1 1 K • • e- PS, Siok • i.e: 2/2 /99 tone 1 1.1.5. cec. w:C.EC 1 r CESC#w1D71 EY IC.MTr rR?2VZI:. •:s 7c )(easel /ilia WO Jena* 17• 01 , 10 bd4. lock 35 rmasmt 14on ar'es deedbo0 2�O Mraloea ream 1000 edDr eat • 8b Kansd 6b0 Si06e09 11t 1t 1» t 660 •••••••111 $4 K90 680 e[00EOe 49 1.4 *VIM'S (sse foci. frenu1cctwef 1 Irlsitucl.ons} 30 tIosonnt •aI 7T 2s rood butt 32 %we∎I Pa rimocyl.wle • rte.] ?awn (2.)9 Pounds den 33 1/4” el 111111 spate • • IFT rOR 4CS0ENTI*E Mc00 RUM( C•CS5- 5`CT:S11 Ul'C.?, SCE. C3- 1702 -0 / S.EET 3 1 0R at.90Efraal. 000# OatPARdmca (AYOur. SCC. CO- 1702 -5 / Sbd:E? 5 ..e ANCHOR LOCATIONS- (DE SJGN PRESSURE RATING 8'O COLONIAL 6 PANEL DOOR VIEWED FROM INTERIOR <sICPC# rCft CLearn• 07 viral C3 WC 1 InHI --SW •PIRVre P. CM/11 no: tit 1 SLR b0 It•1cu t:.1 rob Al..40: �L — .70/1 rV Pt N, ... !c'ce cfb.t. t 13. me c es -1 f.:!r71;•.,0 • Ji 1 CD-1/01-6 T"i' T salt b c c c 1- c 4 n c C C C C E 1- Mil EMI 151• ''L7R"• .�.•7 sal r-^'r =VERMtralartr r7l ___ �O u► a_EP C ar=311CW RAC iC73J! 11111► sr•Tes_gT u Viltill=116Cirall w0 evew Q111ty.rr1 nee , en rem arce1nIM or dam . ■ -1 6 • -1 • Carnet townstep own RI We d• Eqe perefrsem4M god btoCY •0e a •1M fm Idtcn rocs a10 s f tar $6,09011- • Liar rri .L. 40r1.ee1 s • • Ot. oaaette 1C►7t•e1 6 loci Mrs!! 100a i • .eft 0 .0 reiktel 680 d 24 totcn *craw• see lank r1•enulat■ rat's :nsUvetio'ts1 30 Mown*, Sot/ 31 20 woad Wee LI' IF l="17=31M 1M rcu - ofsatvtaw 1/4 ruts. .44.' tone A - A roe. MCSQ1e rl* %MOD row! y 7 9'5e- SCCriar }+OL:t, SiE' .0- 1702 -0 i 5 W .3 Or S F0/1: RESCERTIAL 0008 PRERIa•TIW1 UrOUT. SEE- E0- 1707 -e / SHSR 5 Cr ANCHOR LOCATIONS 6'8" COLONIAL. 6 PANEL DOOR VIEWED FROM INTER:CR (S +rOMty ma 6ARIrr or vino) 040 4 toe11A: rim M MA. imps. 0 ICS; t••M 41,--741 it.'.T •.. ' 1.!:;:01:441 OFKI •Ctrl! 2: x4 .7..7_ 7 C olt sN o. mix M• -7831 •■•• 2/21/99 sub N. t.S. R 41• C.L a.. O. aw•w1 NO CO- 170)- sae 2 s• c c to C c r Io en m ' 0 MI AMI -D ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 312 Walnut St., Suite 1600 Cincinnati 011 45202 Acceptance No.:00- 0320.05 Expires:08 /21/2003 Approved: 04/28/2000 Internet mail address: postmas ter ®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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 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 24 Ga. Sectional Door 9' Wide 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. 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. Raul Rodriguez _ Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Ho mepagei 6ttp : / /w.ww.buildingcodeonline.com Clopav Building Products Companv. ACCEPTANCE No. 00 0320.05 2 of APR 2 8 2000 APPROVED EXPIRES - R L13 2 1 20il3 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This approves a sectional steel garage door 9' -0" wide x 6' -6" through 8' -0" high, as described in Section 2 of this Notice of Acceptance (NOA), 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 The Holmes Sectional Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101702 -24, with last revision on 07/08/97, titled "Door Models 83, 84A, x 94" prepared by Ciopay Buiiding Products Co., drawn on I I/ i 8/96, sheet I of 1. They bear 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 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a•Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized • statement from the manufacturer that only coils with yield strength of 28,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 5. BU LD1 G REQUiREisi_L' N 3 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 NOA, 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. • . . Candido Font,PE Sr. Product,Cohtrol Examiner Product Control Division ; Clopav Building Products Company. 7 ACCEPTANCE No. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0320.05 APR 2 8 2000 . tiii; 2 1 ?'.Iw I. 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. 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. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages I, 2 and this last page 3. . END OF TIIIS ACCEI'TANCI; 3of3 Candido Font, PE; Sr. Prodiict;Control Examiner Prodtact ControCDiVision a MIAMI. PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00-0;25.04 Expires:03 /13/2003 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILutNG CODE COMPLIANCE OFFICE METRO FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLOFt1DA 33130 -1563 (305) 375.2901 FAX (305) 375.2908 Binnings Pan American CONTRACTOR LICENSING SECTION 2805 N.E. 185 St. (305) 375 - 2527 FAX (305) 375.2558 ' Miami FL 33163 CONTRACTOR ENFORCEMENT SECTION (105) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: • (305) 375.2902 FAX {305) 372 - 6339 Series PA - 20 Aluminum Single Hung Window - Impact & Non Impact 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 statedbelow. 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 SouthFl.orida Building Code. 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 I3CCO and approved by the Building Codc and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/05/2000 Internet mail address: postma ster ®buildingeodeonline.com 8/e abed ` •l ^ldrt:Z 00 rancisco Quintana, R.A. Director 1 of 3 Miami - Dade County Building Code Compliance Office 886E189JOE Homepage: http : / /www.buildingcndranline.cum `NVOIa21JV NVd SONINNIB :A8 luaS Binnines Pan American ACCEPTANCE No.: 00- 0225.04 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 5 2000 EXPIRES March 13,2Q03 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0716,06, which was issued on March 13, 1997. It approves an aluminum single hung window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Horida 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 The Series PA - Aluminum Single Hung Window - Impact & Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No PA- 20PCS, titled "PA -20 S.H. Installation ", Sheets 1 through 4 of 4, dated 7110/96 revised on 2/11/97, signed and sealed by William M. Meyers, 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 applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see corresponding Comparative Analysis Table for Impact and Non - Impact window, in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall he installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing, 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 installatio of this system. 2of3 Mann Perez, P.E. Product C! ''rol Examiner Produ Control Division 8/E abed `• Pddv t. : Z 00 `• 886E: 189SOE ! NVOI83VW NVd SONINNI6 : / e .uas Binnings Pan American ACCEPTANCE No.: 00- 0225.04 APPROVED MAY 0 5 2000 EXPIRES : March 1342003 NOTJCE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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. 1 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„o,longer practicing the engineering profession. 4. Any revision otige 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 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, 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 1, 2 and thi last page 3. Man el Perez, P. E., Prod Product Control Division END OF THIS ACCEPTANCE 3 of 3 ntt'ol Examiner 8;t' abed `WdSI:Z 00 `8866[8950E `•NVOI8311V NVd SONINNI8 :A9 }uas m a) tc a 1 250 rsa.. 12/01.02.ev51011 ..250 0 1:411.5011170PO41140 p PA 2X RUCK NORM IPtSTALLATTON t;; 0111 M Mew rat Ontrxg Dexrpboa Mlaber amber Rumba 1 •• I .> • -1 reams h... iii:! M E •ZL ""��0 RLIt21: 111— 11 T`eMiliNNIEa. ; =f —:N ! MIME MI IFITfrIIIIIIMIN111•11111•11RIN tB, i��.�f' {'L��!• - - Tli��>•! is mac! iII•MOT UM! ._ L asc 1 Of -MINE al IlriaRUNII t 1•l SFl T131M1=111PTi. �' •')•i� IG7 CFA M■I MN MINI EMMONS= NOUN • 1-02 t�l tf' - ' �Ja 1 '-"1111110111 EI71=1111111 Gr_]I.7LtINIC,ELII =.: INFENE1111■ NMI NEON MIKIN tiles. IT7 t! Nal mcs-12 0 v •uu assn !MK Sr 121- RAMC 1.06E •I0P.H.5.IS. _ 1 104'15.4013:151114 lowasorrow �.v.n. d.r s s'1oo ....u. �7° 1.0 e 1~Li.� 'here aoc I. xi x L u. 'here *xry au/. w4.- aa• PJ3 AwY.n Ip ewe '2 I. 2•r -r. • •a ha. 7110X ar' 1113 M •>w.w • - -Ir• 3'K rACe M'.k. ! 'Q MIA701RY 0rtJauG IA I 0 PA- TYPICAL ELEVATION Ckaftiv Carrel /P7 55 FROST. E. FISHFF. WM. M. MIEYERS r.r Con suiting Enyinouv: 9"•01 M.E. 0 111 Awo. C -3i:•u 1, O :Iores, Il 3313•3 IUS; .:P.J 11: 55!•IUfry f1 >, ram F.R1CAN ~ b... 541OP I r••• ar P.O. Box 630036 2505 H.E. 185th Strati Warn', Florido `3163 .(305)931 -2350 r..a aw.rs �..�r.r j... aIw 1 5.1!5. I s PA a -20 1 of 4 PA -20 &H. INSTALLATION il anano 1 t... PA•2OPG 1 0.667- 2 .x 9 " -- A 1.230 r • P.T. w0oo BUOC norx9u3. 1 1!4' O45150 11Itl 1J 9rAa MAX. - e —2 -772 (:)PA-20 2X BUCK VERT. INSTALLATION •.000 114' 511111 !MCC M•X. u n 2.769 1A PA-20 STEEL RUMMER INSTALLATION 1 APPt0115 A5 co inrc - N!h THE '1! BSU71G CAM 20•3 10 SA.t) lVI7i7 I IM' Od!>® WM. MEM/ . 11151 OIr.513 r-1N' 9r'IM 9r.�Ce MV•X. 811t101UG 0XE :L.„:,,,,, SI IICI t ec:a:arExo O t322r04- SOLT8 R BY _ CAMERAL NOTES: 1 . Ps .-20 Single Hong Wmelowv have been de-Japed In accordance with the Ode County, 199:4 eettson o! the South rlorlda tluilding Code. VASnel *revel corodered n 1 10 mph. veportar.ee Pacbor r3 P -05. exposure category .•V and the rnun roof hdght Is 60 foot or Ices 2. Suck Systems most ratlstand loads Imposed by the rind Loads and 4 saxn43 system. Buck eyoterru are the respw+slblt.ty of other. 3. Unrts glared web 9entryGlsa Ore hunncsne prvaecbre system0- Units *need xrxth standard glass regov.e a faor..esne protective system. O3 10 cu 0) 0 0 N O c e n 9 z .Q U 1S W z 0 0 H z z H 03 03 4.. C N 1. �lla .'. fl "JN.71d'J!f!JlHJhS► 0.687 r N 1 A-20 1X BU 2. K 772 Vim. INSTALLATION � - 1' X PA'. N'000 e1iClc • M' Snort 5PAM 1N11x. !N' 5f11 SPAl2 MAX. 3JIC' f.I1. tUUC0N 1 IM' b462 1.40fT MN. I-1 x rut. YK-OO BIAX —IN StON WW2 MM. lµ' SnN x a MAX. 1.066 31C01J�Gt1.TMC10N • - IR .250-1 I l S• 0 6Q/r MIft. 066 WC& 08.11575101/ M19CNIC Qf1l4ING iC liPA-20 IX BUCK NORM. INSTALLATION Mr IL. ROBT. E. FISHER WM. IA_ MEYERS. P.E. COlS.J7tlny EnglneerS 9301 N E. 6:R Awe. C•303 Miami $uuores FL 33138 ;3CO; 753 351.1e03 5a. 102 - 6232 / 7 91: PI/iit/ Co sums M „ M 1 114' See pap 1 tot 8 d Matas, a Gwent Now StroMme ■a,.e• O.mY m p e® ners• Pak. 2i11A7 M R Binnings FA A merican PA-20 TYPICAL ELEVATION alum s+.. J - e� w a.r1.v a- •r1+.e•u a�... 511Of 1 -- 1 5 It. PA -20 2 c 4 PA -20 S.H. INSTALLATION 1 1~ear Aria. • 11PP4& to u COWtYIN. n11F. T14 93111+1 flOk..M SUSOIN3 COTE to.l' a:r i 2 e 0 81 _ P8 . lIAOI w V!S Clt L/ =Cr.% C P.SCi. 4TICt stttPfMa. 111 `f _ 0 E •C P.O. Sox 830038 2805 N.E. 1135th Street N1omI. FlorFda 33163 (505)931 -2350 P.4- 20Pc$2 l Call Size Buick Width Buck Heigh' Typical Jamb Falterer Spacing Typical Head& Siit Fastener Spacing Re +P On - Pressure 11.125 18.125 23.000 15' 81 ?8` 66 - 239.71 37.375 18.125 37.371 13 13/16' . 1 8(8" 66.67 20633 i3 1/4" 18.125 49.625 13 1/4" 8 IA' 66.67 - 189.72 . 8'1/8' 11.13 62.000' 13' 11 /1' 66.67 - 179.39 66.67 . . 73.187 15 3/4" 8 l!1' 66.67 - 173.38 2. 25.000 15" 13' 66.67 -17011 23 37375 - 13 13/16' 13' 66.67 - 137.35 24 49.625 13 1/4" 13' 66.67 - 120.72 25 62.000 13' 13' 66.6? • - 105.10 26 73.117 15 3/4" 13' 66.67 -88.07 H32 . .. - 25.500 25.000 15' 15 1/2" 66.67 - 19932 H33 25.500 _ 37.375 13 13/16' 1 S 1/2" 66.67 - 166.16 H34 25.500 49.625 13 1/4" 15 1/2" 6667 . - 149.53 H35 23.500 62.000 13' I S 1/2" 66.67 - 139.40 H36 25.500 73.117 1.5 3/4' 'Mir "'• 6667 - 12638 32 52.125 25.000 ' • 15" 14" 6667 - 126.72 33 52.125 37.375 13 13/16' 14" 66.67 -115.71 34 52.125 49.625 . . 13 114' _ .' 14' 66.67 -91.14 33 - 52.125 62.000 13" 14" 66 ' -71.64 36 52.125 73.187 15 3/4" 14' 60.03 -60.03 Call Size Buck Width Back Helg1st Typical Jamb Fas lent r Spacing Typical Head& Sill Fal knee Spacing Resoles + Pressure ' - Pressure 12 11.125 23.000 15' 8 1: B' 66.67 j - 151.10 .13 11.125 37.375 1313/16" 8l /1' 66.67 . j -130.07 14 11.125 49.623 i3 1/4" 1 1 /8' 66.67 - 101.31 15 18.125 • 62.000 13" 8'1/8' 66.67 I -79.69 If 11.125 73.117 153/4" 1 8r8' 66.67 . 66.79 22 35.000 25.000 15" 13' 6667 -91.51 23 35.000 • 37.375 .13 13/16' 13' 66.67 -66.91 l Call suck Buck. Typical Jamb Typical Head& Sill Results Size • Width Height Fastener Spacing Fastener Spacing +Pressure - Pressure 12 11.135 23.00+! 15" 81!8' 66.67 -18633 . 13 18.123 37.375 13 13/16' . 8 1/8' 66.67 - 160.12 14 11.125 49.625 13 t/4' `.. 8 1/8" 66.67 - 143.99 15 18.125 62.000 13" 81;8" 66.61 - 113.19 16 18.125 73.187 15 3/4' 8 118" 66.67 -94.86 22 36.000 23.000 . 15" 13" 66.67 - 132.71 23 36.000 37.375 13.3/16" 13" 66.61 -95.01 24 36.000 49.625 _`131/4' 13" 66.67 -69.45 25 36.000 62.000 13" 13" 54.61 - 54.61 m : N- or _ t7) QC Cl.. FO8r. E. FISHER WM. M. MEYERS. F.E. • Consulting Fngineurs 390 t I.t-E. 8th Ave. C -300 Warn! Shores. FL 13138 8306) 750.3 t 11 55' -4006 Fa. 382 -82e2 PA -20.01 Single Hung Window Glazing 3/16' Annealed or Tempe red Glazing Note: The &tst47rrtea of d 1. rwft wf0 srys6r • hrnttent/ PA -20.02 Single Hung Window I /8' (DSB) Aaocakd or Tempered Glazing Nose: The h t, k:Ar mar rf ir MY re elm a h rnfnne 1rw Non- iinpcct resistant rirdoes. Units glozsd with flondare annealed or tempered gloss mutt here o hurricane protecti.e system 1u meet toe So,.4h rbrid OuSding Code. For. resistant windows. 'vie. to page 4. .... w. sw.r "if KCP 2/1/97 PA - 20.03 Single Hung Window 3/32" MB) Annealed or Tempered Glazing Noll: The installation • skit ants w20 rse .L, • herrteantrrs srrewi. 'NOTE Fastener spacing is maximum of 6 froth each end; spacing as indicated. r - Binnings F:1‘ 111 - American . 5H ? Ai n- Pore ••• 5.N. AT 115 ewPrlxc 11 rin SA/IN 1 BUILDING 0.101 BrT • j n.F 2D • SI MOD II C:ST iOt car: S!U2 ;UDGCdG t7F 1XNRISICE OIr11 .GetP111.tt , - 09- 0 2, z.f 6. P.O. Box 630038 2605 M.E. 185% Street Worn!, Florida 33163 (305)931 -2350 1....4.r1r.1.e ?A -20 1 3 of 4 PA -20 Specific Conditions lM,er4_ er.. m : N- or _ t7) QC Cl.. FO8r. E. FISHER WM. M. MEYERS. F.E. • Consulting Fngineurs 390 t I.t-E. 8th Ave. C -300 Warn! Shores. FL 13138 8306) 750.3 t 11 55' -4006 Fa. 382 -82e2 PA -20.01 Single Hung Window Glazing 3/16' Annealed or Tempe red Glazing Note: The &tst47rrtea of d 1. rwft wf0 srys6r • hrnttent/ PA -20.02 Single Hung Window I /8' (DSB) Aaocakd or Tempered Glazing Nose: The h t, k:Ar mar rf ir MY re elm a h rnfnne 1rw Non- iinpcct resistant rirdoes. Units glozsd with flondare annealed or tempered gloss mutt here o hurricane protecti.e system 1u meet toe So,.4h rbrid OuSding Code. For. resistant windows. 'vie. to page 4. .... w. sw.r "if KCP 2/1/97 PA - 20.03 Single Hung Window 3/32" MB) Annealed or Tempered Glazing Noll: The installation • skit ants w20 rse .L, • herrteantrrs srrewi. 'NOTE Fastener spacing is maximum of 6 froth each end; spacing as indicated. r - Binnings F:1‘ 111 - American . 5H ? Ai n- Pore ••• 5.N. AT 115 ewPrlxc 11 rin SA/IN 1 BUILDING 0.101 BrT • j n.F 2D • SI MOD II C:ST iOt car: S!U2 ;UDGCdG t7F 1XNRISICE OIr11 .GetP111.tt , - 09- 0 2, z.f 6. P.O. Box 630038 2605 M.E. 185% Street Worn!, Florida 33163 (305)931 -2350 1....4.r1r.1.e ?A -20 1 3 of 4 PA -20 Specific Conditions lM,er4_ er.. Cell Size Back - Width Buck Height Typical Jamb Palmer Swing Typical•Reed& Sill faslenerSpaci>t Results +Pressure - Pressure 12 18.125 2..000 13' 8171' 66.7 -70.0 13 18.125 37.375 13 13/16' 8 111' 66.7. . -70.0 14 18.123 49.625 13 1/4' 8 t/8' 66.7 -70.0 13 18 -125 623300 13' 8 1/8' 66.7 -70.0 16 18 -125 73.187 1 15 304' 8 118' 66.7 -70.0 22 36.000 23.000 15' 13' 66.7 -70.0 23 36.000 37373 13 13/16' 13' 66.7 -70.0 24 36.000 49.625 131/1" 13" 66.7 -70.0 25 36.700 62.000 13' 13" 66.7 -70.0 26 36.000 73.187 15 3/4' 13" 66.7 -70.0 ' H32_ ,. _ 23.300 23.000 . 13' _ 13 112' 66.7 -70.0 H33 7 25 -300 37375 13 13/16' 13 1:2• 66.7 r 701 H34 25300 49.625 13 1/4" 151:2' 66.7 -70.0 H35 25300 62.000 13' 15 102" 66.7 -70.0 H36 25_300 73.187 15 3/4" 13 1/2' 66.7 -70.0 32 32.123 23.000 13" • f ' . 14' 66.7 •70.0 33 32.125 37373 1313116' 14' 66.7 •70.0 34 52.125 49.625 131/4' 14' 66.7 -74.0 ' 35 32.123 62.006 13' . '' 14' 66.7 -70.0 - 36 52.123 73.182 15 3/4' 14' 60.0 -60.0 a CO N 1' PA -20.04 Single Hung Window 3116' Io.psct Mating (Sentry Glass 457) Xou: TA y l. Smnteewe p rot. eh.. .)crew PA-20.0S Single n wog Window 118" Impact Glazing (Stony Gloss 45') Note: ThUsp.od•rl Aa hurricane ptotecave *were. Cell Ruck Bark Typical iamb - Typleal Head & Sill Results Site Width Height Fastencr.Spaciag PastenerSpacinS +?rebut[ - Pressure 12 10.125 25.000 t5" 8 3/8" 66.7 -70.0 13 18.125 37375 1313116" 81/8' 66.7 -70.0 14 18.125 49.623 13 1/4' 8 1/8" 66.7 -70.0 15 18.123 62.000 13' 8 1/8" 66.7 -70.0 16 18.125 73.187 15'3!4' 8I/1• 66.7 -70.0 22 36.000 23 000 33" 13' 66.7 -70.0 23 36.000 37.375 t3 13/36' 13' 66 7 -70.0 24 - 36. 000 49.623 13 1/4" 13" 66.7 -69A 25 36.000 62.000 13' 13" . 54.6 -54.6 26 36.000 73.187 15 3/4" 13" 451 -45.8 1632 23.300 25.000 IS' 1 3 112' 66.7 70.0 H33 25,500 37.375 • 1313!16' 13112 66.7 .7 D.0 H34 25.500 49.625 13114' 13112 66.7 70.0 H35 25300 62.000 13' 13 ill' 66.7 -70.0 H36 25.300 73.387 15 3/4" 15 ;:2 65.7 X3,7 32 32.123 25.000 I S' 1 t' 66.7 • 70.0 33 32.125 ]7 -375 1313(16' 14' 64.8 64.8 34 52.125 49.025 13114' 31" 47.4 -47.4 33 52.125 62.000 I3" 14' 37.3 -37.3 36 32.[25 73.161 13 3;4' 14' 312 -312 Aftuilow A- ar.61D e.rx nook e' 991 CM PA- »M Itamea KCP ~u PJS holt: foliose, cpoc.og is •••inurn or 6 Mon eoch corner. ' /1/97 4/2/97 Binnings ( I. I American NG 1..1 P.M*.r r.. cry a-p:at) u el io to - 30101 Ite00/. tva0: OWE m!' Or _ -ac. dr tote . 5..6t err•S,1g M0111 D 00 twarti.o cr en.ct uxr1;eera92O tsc J R70T. E. FISHER WM. M. b.(EYERS. P-0. Corr: ling Engin r.ors 939. N. E. 611. A:o C - 305 6f'arn shcros FI 33136 gds! 755.3117 i37.1acG Fa, 342.4"11' P.O. Boy 630038 2805 N_E. 185th Siree' ediomi, Florida 33161 • (505)931-2350 P Imw' PA- 2iiFCS4 .j ewe 4 or 4 PA 20 Specific Conditions JteelTech In gIuA,ie,. Inc. STORM PANELS • FOLD -A -GARD • STRUCTURAL MEZZANINES • PALLET RACKS Date: 1 5 v `' l o I 1 ' J1.y Kirr I7( 3A./ S(-1* '4 d - 3313 Dear: Llwj We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 98- 0923.05. This letter authorizes LA ('t/"►'lk to use our 20 Gauge Galvanized Steel Storm Panels to be used at the following job: Sincerely, V Maurice Sutton President Job Address: 3750 -A N.W. 46 Street - Miami, Florida 33142 - USA • Tel: 305 - 634 -9995 - Fax: 305 - 634 -2727 Website: www.steeltech2000.com • E -mail: sales @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) MIAMI-0ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech Industries, Inc. 3750 -A NW 46 Street Miami FL 33142 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 gauge Galvanized Steel Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (This NOA revises and renews NOA No. 96 0116.02) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 98- 0923.05 Expires:11 /09/01 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 -2553 Raul Rod guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /03/98 -1- Internet mail address: postmaster ,@buildingcodeonline.com anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com 1 Steel Tech Industries. Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98-0923.05 November 9.2001 1. SCOPE This revises and renews the Notice of Acceptance No. 96 -01 16.02, which was issued on August 3, 1996. It approves a 20 gauge galvanized steel storm panel 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. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98-172, titled '`20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 20, 1998, revision 41 dated November 2, 1998, sheets 1 through 9 of 9, 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 The 2.0 gauge galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo. cit.'. state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERiMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the follow ina: 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. Helms A. Makar, P. E. - Product Control Examiner Product Control Division Steel Tech Industries, Inc. ACCEPTANCE No. : 98- 0923.05 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 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. END OF THIS ACCEPTANCE APPROVED DEC 0 3 1991 EXPIRES . November 9, 2001 Vet-A4 Helmy A. Nialcar, P.E. - Product Control Examiner Product Control Division J< f IVERTICAL OR HORIZONTAL) M R )16" PRODUCT MARKING LOCATION 12.00" COVERAGE 13.50" FULL PANEL 1 751" 2.00" 1 5 SCALE : 3" = 1'- 0" PRODUCT MARKING (OPTIONAL LOCATION) I I } J .400" 0 STORM PANEL 2.016" 5■ 6.00" COVERAGE 7.50" SCALE 3" - 1'- 0" 11 185" 6 ;o =3071666" m 122" b � STYP ____ 2 0 "I Z.- HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) SCALE : 3" = 1'- 0" - EM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH :ODE 1994 EDITION. ATIVE DESIGN PRESSURE CALCULATIONS SHALL SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 OADS FOR BUILDINGS AND OTHER STRUCTURES ". 'EFERENCED AT THE APPROPRIATE DESIGN LOADS. ALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING 2UCTURAL QUALITY, GRADE 50, G60 GALVANIZED 1 EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 3 SHALL BE WITHIN 12" OF ONE END OF THE PANEL MARKING PER PANEL. AND SHALL BE LABELED STEELTECH INDUSTRIES, INC. MIAMI. R. )UNTY PRODUCT CONTROL APPROVED ASHERS SHALL BE GALVANIZED OR STAINLESS '7UM TENSILE STRENGTH OF 60 K.S.I. LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL VERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK I' ALUMINUM WASHERED WINGNUTS (SEE TYPICAL 'E 1 & II PANEL SPANS GREATER THAN 88" BUT )SE FASTENERS AT 1/3 SPANS. FOR TYPE I & II . THAN 33" FASTENERS ARE NOT REQUIRED. TYPE aT PANEL OVERLAPS ARE REQUIRED. ATIONS NOTED HEREIN ARE THE MANUFACTURER'S )F MATERIALS USED IN PRODUCT TESTING. SPECIFICATIONS SHOWN HEREIN REPRESENT THE ) FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR IN CONFORMANCE WITH DADE COUNTY PROTOCOLS 02. UCTION TESTING CORPORATION (CTC) TEST REPORTS 28. WOOS AND 96-006R. TAILS SHOWN MAY BE INTERCHANGED AS FIELD TE. PANELS MAY BE MOUNTED HORIZONTALLY E. INSTALLED IN ACCORDANCE WITH MANUFACTURERS EMBEDMENT LENGTHS SHALL BE AS NOTED AND TUCCO OR OTHER FINISHES. RNING NOTE PER OPENING SHALL BE PLACED IN A ATION ON ANY OF THE COMPONENTS OF STORM WISING THE HOME OWNER OR TENANT THAT THE ILL NOT OFFER HURRICANE PROTECTION UNLESS BOLTS ARE PROPERLY INSTALLED AS SHOWN ON DRAWING. HALF PANEL ® "U" HEADER ® OPTIONAL ANGLE SO 20" TYP. ',VARIES: 5.25" MAX.', ANGLE 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 1 2.00" © STUDDED ANGLE SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" TOP MOUNT ZAMAC 3 ALLOY) 0 WASHERED WINGNUT SCALE : HALF SIZE FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN C,^1 EQUAL TO 200 PSF. J co ✓ w x ✓ z W J W z X 4 E OVERLAP FASTENERS TYP. (SEE NOTE * 6) ALUM. ANGLE CLOSURE PIECE: • 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED WIDTH UNLIMITED (PERP. TO PANEL SPAN SECTION OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED PERP. TO PANEL SPAN TOP MOUNT SECTION r 1 17 ' TYP TYPICAL ELEVATION - TYPE III r 1/4" MAX. A (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" - 1' -0" TOP MOUNT OR DIRECT MOUNT Q r W 1- r z z W J W z a 0. X BOTTOM MOUNT E BOTTOM MOUNT (TYF� WIDTH UNLIMITED (PERP. TO PANEL SPAN BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED (PERP. TO PANEL SPAN T L 1 12' (TYP SECTION BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TOP MOUNT OR DIRECT MOUNT FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 1 -1/2" MIN. 1 4- 1/2" MIN. OVERLAP APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE OM _ — + 19. BY PRODUCT CON:Fi0L DIV'S :ON BUILDING CODE COMPLIANCE OFD ,CE ACCEPTANCE NO Oq 23 'D3 • , r• 4; [ revIsIons 20 GA. GALVANIZED STEEL STORM PANEL , KNEZEVICH ASSOCIATES, INC. 0, I 1.12/1111 A11.001 SOW. / DUN. 651 MOKENA DRIVE.1.11AMI SPRINGS. FLORIDA 31111.1 0 MIAMI, FL 33142 COPYRIGHT 1990 KNEZEVICH VASSOCIATES INC.] MAX. PANEL LENGTH (SEE TABLE 1) MAX. PANEL LENGTH (SEE /277 - OG E TING CONCRETE, .OW BLOCK OR O FRAMING. SEE TOR SCHED. BASED YPE OF STRUCTURE ;EE MIN. STORM 'ANEL SEPARATION ROM GLASS SCHED. TABLE 2) GLASS OR DOOR TING CONCRETE, OW BLOCK OR ) FRAMING. SEE !0R SCHED. BASED YPE OF STRUCTURE G CONCRETE. BLOCK OR RAMING. SEE SCHED. BASED ? OF STRUCTURE GLASS OR DOOR G CONCRETE, BLOCK OR RAMING. SEE SCHED. BASED E OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4' i 1/4" ANGLE TO WALL DETAIL SCALE 3" • 1' -0" FASTENER. SEE REF CONNECTION A O WALL MOUNT SECTION SCALE : 3" • 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4' a 1/4 -20 MACHINE F BOLT & NUT @I 12" 0.C. PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT & NUT (m 6" 0.C. FASTENER. SEE / ANCHOR SCHEDULE REF. CONNEC TION "TYPE 4" -J la W VI 2 1— 2 J 2 a X 4 E SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT 6" 0.C. FOR TYPE I & 11 AND (dI 12" 0.C. FOR TYPE (11 & IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4" MAX. ▪ SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD =-130 P.S.F. -100 P.S.F. BUILD -OUT MOUNT SECTION MAX. GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) — GLASS OR 000R 1/4 -20 MACHINE BOLT & WINGNUT (3 6" 0.C. FOR TYPE I & 11 AND (fi) 12" 0.C. FOR TYPE 111 & IV FASTENER. SEE REF. CONNECTION FASTENER. SEE ANCHOR SCHEDULE YPE REF. CONNECTION "TYPE 3" WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" PLYWOOD AND STUCCO FINIS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. ©CONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ©CONT. W000 FRAMING (TYP.) ANGLE TO WALL DETAIL O WALL MOUNT SECTION E SCALE : 3" = 1' -0" MP.Lf9U1 D LI'1L UU LL REF. Ct ON NECT ION'IYPE3" EDGE DIST. EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT (e3 6" 0.C. FOR TYPE I & II AND (d 12" O.C. FOR TYPE 111 8 IV x 1- 2 J -J W Z 4 a X 2 4 F FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION ')'YPE 3' CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' •0" USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE 18 11 AND @ 12" O.C. MAX. FOR TYPE III 8 IV, BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX.. ▪ ^ W 4 , H W N . S Z a W m E 1/4 -20 MACHINE BOLT 8 WINGNUT @ 6" 0.C. FOR TYPE 18 11 AND (D 12" O.C. FOR TYPE III 8 IV PANEL TO ANGLE DETAIL 1/4" MAX. W m 4 1- APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT t A.A4O i4 o3 BY PRODUCT CC3 . !. OIV.S:ON BUILDING CODE COMPLIANCE OFF CE ACCEPTANCE N0. C ir 123 • W N Z zo. <0 CD L OW Cs! C0 FL Li PE l a "g' a • I - [drown sr we oe•d•a er! Val 98 -172 - 11N. STORM :l SEPARATION GLASS SCHED. LE 2) GLASS OR DOOR PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING (MAX. DESIGN LOAD s 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) F SCALE : 3" • 1' -0" -20 5.S. BOLT & 3NUT @ 12" 0.C. x 2" x .125" •" x 4" x .125" CONT. "6 ALUM. ALLOY OR iE GALV. STEEL I CORNER DETAIL O SCALE : 3" a 0' m 2 1- z z w J w z 4 0. X 4 ONT. X FOR WOOD BLOCKING USE 1/4'0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING @ 12" 0.C. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.0 FOR TYPE 1 & 11 ANO @ 12" 0.C. FOR TYPE 111 & IV ©CONT. TWO 1/4 "0 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL THREE 1/4"0 WOOD LAG SCREWS W/ 2 - 1/2" MIN. EMBED. @ 24" 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES p1 GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) STORM PANEL / SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2 ©CONT. 1/4 -20 MACHINE BOLT & NUT @12 "O.C. � CONT. (TYP. OP 8 BOTTOM SCALE • 3" = 1' -0" (MAX. DESIGN LOAD x 72 PSF) O SOFFIT CONNECTION DETAIL SCALE : 3" • 1' -0" FASTENER. SEE ANCHOR E NECTION'1'YPE 4' `FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXIST NG CONCRETE, SEE MIN. STORM HOLLOW BLOCK OR PANEL SEPARATION W000 FRAMING. SEE FROM GLASS SCHED. ANCHOR SCHED. BASED (TABLE 2) ON TYPE OF STRUCTURE . SIDE CLOSURE REO'D. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER $14 SMS BETWEEN TRUSSES @ 12" 0.C. FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/4" MAX. J w. l zm Q 0. X a F z J L7 z J w z 0. 0. X Q F m 1- w N 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE 111 & IV FROM GLASS SCHED (TABLE 2) USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE 1 & 11 AND @ 12" 0.C. MAX. FOR TYPE III & IV. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION *TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, / AND /OR PLYWOOD — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'` 1YPE 4' 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. ANGLE BUILD -OUT w Z,r 0. 0. x 4 E 2 ID z -J FINISH MATERIAL STUCCO, AND /OR PLYWOOD A ID z Li -J z 0. 0. X Q X O DIRECT MOUNT DETAIL f'I SCALE : 3" = 1' -0" AP 0VED AS COMPLYING WIN 11E SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD : 72 PSSAT 1 19 1 BY N om. rf • / ✓t /L� PRODUCT COVTR DIVIS.ON SCALE : 3" • 1' -0" BUILDING CODE COMPLIANCE OFFjE ACCEPTANCE NO.Q - O c t Z. 4 !) 5 w NZ Z0. QO ow ow N N Al FL is • No .1 of • 0 N 4 • it r 0 V EP BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tw =.125" (. -O" 8' -1" Tf = .125" , 4 i I�E;;11t„1PS; i`t���;;U;1i4rm',' ,V,V. 1 -1/2" :RETE OCK SEE D. BASED TRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR O POCKET DOOR DETAIL L SCALE : 3" = 1' -0" MIN. STORM NEL SEPARATION 7M GLASS SCHED. ■BLE 2) 1/4"0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" 0.C. 2" x 2" x .093" STUDDED ANGLE ING CONCRETE, l• BLOCK OR FRAMING. SEE OR SCHED. BASED 'PE OF STRUCTURE 5" TO 10" / PLYWOOD & STUCCO FINISH O ANGLE BUILD -OUT SCALE, 3'.r -0 (MAX. DESIGN LOAD s 72 PSF) FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" 2 "x3 "x1/8" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT 1/2 "0 POWERS RAWL CALK -IN @ 12" 0.C. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. -J 2 a X Q E EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2' x .093" ALUM. STUDDED ANGLE © "PASS THRU• DETAIL SCALE : 3" _ V-0" FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1/4"0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE ri 5 �•� \ 012 SMS @ 12" 0.C. I- III K i m a � = W n i ,. 2" x 1/4 4"" 0 x POWERS RAWL ( RAWW S" L CALK -IN CONT. A ) O.C. WITH 7/8" MIN. EMB. IN CONC. OR PLYWOOD i ALUM. TUBE (60S , I HOLLOW BLOCK OR LAG SCREW 12" O.C. W/ 1 -1 1 MIN. MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC ' GRAVITY G OF 0.55 OR GREATER 1/2 "0 @ R " V,- ,_�_ THRU BOLT 12" 0.C. �I n 1/4 "0 POWERS RAWL CALK -IN Cal 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LA15 SCREW LA 24" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER THREE 5/16 "0 POWERS RAWL CALK -IN (4) 3 -1/8" 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) HEADER MOUNT DETAIL SCALE : 3" . 1' -0" im Q X E • ID 2 J SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2' x .093" STUDDED ANGLE MAX. 1/8" TILE FINISH MATERIAL EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED '- - - -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 ON TYPE OF STRUCTURE (MAX. DESIGN LOAD t 72 PSF) I 1" x 3 x .055" 6063 -T6 ALUM. TUBE 2" x 3" FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EDGE MOUNT DETAIL SCALE : 3" = 1' -0" 2" X Q E © HEADER MOUNT DETAIL SCALE : 3" = 1' -0" \-5/16" 0 POWERS RAWL CALK -IN @ 5" 0.C. W/ 1" MIN. EMB. \ INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4 "0 STUD (d) 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT tAJAAIDAA 03 I9 t • it/!,7 -- ZY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCr NO, q -0 q 1 3 19S FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 2" 1/4" MAX. "'I/2" MAX. BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" 5•-0" 9,_5" Tw=.125" Tf = .125" EDGE ;DIST. • MOUNT DETAIL : 3" • 1' -0" MATERIAL STUCCO, )R PLYWOOD "ING CONCRETE 7LLOW BLOCK. SEE OR SCHED. BASED l'PE OF STRUCTURE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3• 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE 111 & IV 2" x 5" MAX. x .093" STUDDED ANGLE W W .-. XJ I al ZH J 1 ,2" MIN., 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION @ 6" O.C. 2" x 5" MAX. x .093" STUDDED ANGLE O ALT. TRAP MOUNT DETAIL SCALE : 3" • 1' -0" I 1 x 2 I x .055" 6063 -T6 ALUM. TUBE 2 "x2" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1• 2" x 2" x .093" ORS \ STUDDED ANGLE 1/4 "0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" • 1' -0" THREE 5/16". POWERS RAWL CALK -IN @ 3-1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3' 0 J z a a a stu W. = J ZI J 2" x 2" x .093" STUDDED ANGLE 1/4"-20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 & II AND @ 12" 0.C. FOR TYPE III & IV 2" x 2 "x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT • TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSFI O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 1/4"0 THRU BOLT @ 12" O.C. ANGLE TO ANGLE CONNECTION I2" x 3" 2 "x4" I x1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANC`1OR SCHEDULE. REF. CONNECTION 'TYPE 3" EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 0 *12 SMS @ 12" O.C. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tt BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION 2" MIN 1 EDGE DIST. SCALE : 3" = 1' -0" -J W z a a X a E CO X la 12 z J 0 1/4" -20 STUD & WING NUT @ 6" 0.C. FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE III 3 IV NON- STRUCTURAL 2" x 2" x .093" STUD ANGLE APPROVED AS COMPLYING WITH THE NOTE: THIS DETAIL MAY BE USED AI UTH FLORIDA BUILDING CODE TOP OR BOTTOM OF PANEL. 1 DAT D...11C t�1f6 By STORM PANEL BUILD -OUT PRODUCT CONT 'L OIVIS.Ofl BUILDING CODE COMPLANCE OFFICE ACC:?TlNCE NO c i ( C "0423 •05 e ft ft • i al2 o. •Ix■ 11 °I ?1 J FI -I 1 i i tr «rq net - 98 -172 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE 111 TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR "F" TRACK WITH BOLTS @ 6" 0.C. at FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" 0.C. & DIRECT MOUNTS W/ ANCHORS @ 6" 0.C. (TOP 6, BOTTOM) • r "U" & "H" HEADERS WITH STUD SILLS @ 12" 0.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. ti! •.. FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS @ 12" 0.C. MAX. (TOP & BOTTOM) +fir or L MAX. (FT -IN) L MAX. (FT -IN) l MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 i11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 • 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4- 4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 - 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 . 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5/8 1 - 1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 =5/8 1 -5/8 9 -11 3 3 90.0 - - - - 4 - 0 2 -5/8 - 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 -7 3 3 100.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. / 4. ' • FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. +�► +ko FOR TYPE III & IV - P40 BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. 1. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE GATE 0 CA 43 BY u Y Z1 � 2 -" PRODUCT CON40L DIVISION BUILDING CODE COMPLIANCE OFFICE L 1CCEPT;ICENC a 0 I, a 3.O / J O LU Z Z CC -ICCI CC O� . 0 O W I O W N O • s fa. b I YR chock. bw.• no. 98 -172 FASTENER SPADING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN DUSTING STRUCTURE ANCHOR TYPE LOAD (W) P&p MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) 1 CONNECTION TYPE 1 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 OOOM I :11111111111118U11111111111811b. 1/4"0 W000 LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 48.0 12 12 12 12 12 12 ■ 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 11 • 111111111111111111111111118 . 1/4'0 WOOD LAG SCREW W/ 1 - 3/4' THREAD PENETRATION (SHEAR PERPENDICULAR . TO GRAIN) 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 *. ardlimmrsoz. or 1m""° 1/4'0 ELCO MALE/ FEMALE'PANELMATE W/ 1 - 7/0 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 1 1111"") 62.0 12 12 9 12 12 11 3 5 11 11 9 :///// 4 9 5 7/16'0 BRASS BUSHING W/ W000 EMBED. AND 3/4" MIN. EDGE DISTANCE 72.0 12 7 8 12 12 10 4 10 6 9 /� 4 9 5 92.0 12 1. 6 12 12 9 > ///' 4 - 9 5 9/ ' ' 4 9 5 200.0 9 7// 4 9 5 9 4 9 S 9 7,/ 4 9 5 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 6. 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 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, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 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 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. +k DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. • APPROVED AS COMPLYING WITH THE SCIJTH RCRIDA BUILDING CODE DAT dY i • PRODUCT COvR01. DIVISION EUiLD:FG CODE GOMPLL:A. CE OFFICE ;CCE ? \C= NO - D 9 z 3 • D S FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN :HOR TYPE LOAD ( W ) PSF MAX. NOTED MIN. 2• EDGE DISTANCE MIN. 3• EDGE DISTAIJCE SPANS UP TO 5' - 0" (SEE NOTE 1) SPANS UP TO B' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 11111111111111111111111111$'" ITW TAPCON W/ MIN. EMBEDMENT 30 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 62.0 12 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12, 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 3 92.0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 200.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7, 12 3 7 12 7 a ELCO MALE/ - PANELMATE' w/ -1IN. EMBEDMENT - -20 MACHINE 30 WITH NUT 1p p.g,L CONCRETE) 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 �/ 4 10 5 12 12 11 12 12 12 3 6 12 12 10 / � 5 10 5 72.0 12 8 8 12 12 10 % 4 10 6 10 /, 4 10 5 12 8 9 12 12 10 // 5 10 6 10 ', 5 10 5 92.0 12 4 6 12 12 10 / 4 10 5 10 i //� 4 10 5 12 4 7 12 12 10 / �� 5 10 5 10 // �// 5 10 5 200.0 10 // 4 10 5 10 � // 4 10 5 10 �// /�/ 4 10 5 10 //� // 5 10 5 10 � // 5 10 5 10 j/ 5 10 5 "12_1 "0 POWERS r/1.. CALK-IN 0" EMBEDMENT -20 STAINLESS MACHINE SCREW 30P.81 CONCRETE? 48.0 12 12 12 12 12 i 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11' 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 200.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 48.0 12 12 11 12 12 12 5 6 12 12 10 ///' 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 j 11 62.0 12 11 9 12 12' 11 33 5 11 11 9 , / / 4 9 5 12 12 12 12 12 12 4 8 12 12 11 3 6 11 6 "0 POWERS .WL Z.AMAC EMBEDMENT 0o P.3J. 1-1/1)- CONORErE) 72.0 12 7 7 12 12 9 , 4 9 5 9 i 4 9 5 12 9 11 12 12 12 3 6 12 7 11 3 6 11 6 12 200.0 9 ./ /1/ 4 9 5 9/ 4 9 5 9 Jf// �// 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 48.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 , �I """" �1 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 ITW RED HEAD ABOLT SLEEVE -10R w /1 -1 /8" •IN. EMBED. 00 psi. COICCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 48.0 12 12 12 12 12 12 11 ■ 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 .••0 POWERS WL DROPAN -20 SIDEWALK 3/4 HE�A �W roll CDNCRETE) 72.0 12 12 12 12 12 12 5 7 12/12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 ANCHOR NOTES: 1. SPANS & LOADS SHOWN MERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 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 W000 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. 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 WOOD FRAMING. W000 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPRCYED :S CIThiPLYING SOUTH FLORIDA BUILDING CODE S�� uDAi 1 E37 PRODUCT CON.T:IL( DI: :S:ON BUILDING CODE COMPLIANCE OFFICE C EPTANC- r)O `tT"C - 6q).3 45 O WI zCL J CC <0 I Ai) 0 W o WI Nc% 01 >I • I al ,121 21- I r•• iln es 11th•«•c v�r sw.ra w. 98 -172 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN ;HOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DIST /.NCE SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -O" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 6' -6" (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 MEMO> ■TW TAPCON W/ vN. EMBEDMENT 48.0 12 12 8 12 12 9 3 4 9 9 6 / 3 6 5 12 12 12 12 12 12 4 '7 12 12 8 % 5 8 6 62.0 12 7 6 12 12 '7 �/ 3 7 7 6 3 6 3 12 9 9 12 12 9 / 5 9 9 7 / 4 7 4 72.0 10 4 5 10 10 6 j 3 6 3 6 3 6 3 12 6 8 12 12 8 4 8 4 7 � 4 7 4 92.0 8 j 4 8 8 6/ 3 6 3 6 3 6 3 10 3 6 10 10 7 4 7 4 7 %' 4 7 4 200.0 6 3 6 3 6 3 6 3 6 3 6 3 7 / 4 7 4 7 4 7 4. 7 4 7 4 .;» -INGEGE> 0 ELCO HALE/ •PANELMATE W/ BK. EMBEDMENT , W WITH MACHINE NUT 48.0 12 12 12 12 12 12 5 7 12 12 11 5 11 8 12 12 12 12 12 12 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 10 5 12 12 11 12 12 12 6 12 12 10 i 5 10 5 72.0 12 8 8 12 12 10 �� 4 10 6 10 4 10 5 12 8 9 12 12 10 5 10 6 10 5 10 5 92.0 12 4 6 12 12 10 ,;// 4 10 5 10 4 10 5 12 4 7 12 12 10 5 10 5 10 / 5 10 5 200.0 10 /� 4 10 5 10 /�7 ,\ 4 10 5 10 4 10 5 10 �� 5 10 5 10 5 10 5 10 5 10 5 'm POWERS 44 CALK -IN 1^ EMBEDMENT :1n CNINE SCREW 48.0 12 12 10 12 12 12 5 6 12 12 9 4 9 7 12 12 12 12 12 12 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3 4 10 10 8 4 8 4 12 12 12 12 12 12 7 12 12 11 ;7 6 11 6' 72.0 12 7 7 12 12 9 j 4 9 5 8 4 8 4 12 8 11 12 12 11 6 11 6 11 /// 6 11 6 92.0 12 4 5 12 12 8 /, 4 8 4 8 4 8 4 12 5 8 12 12 11 6 11 6 11 7 / 4,, 6 11 6 200.0 8 1//i 4 8 4 8 �� 4 8 4 8 4 8 4 11 %4% 6 11 6 11 6 11 6 7 4j, 6 11 6 48.0 12 12 8 12 12 9 3 5 9 9 6 3 6 4 12 12 12 12 12 11 7 11 11 1 11 8 2/ 5 8 6 j 62.0 12 7 6 12 12 7 / / 3 7 7 5 3 5 3 12 9 9 12 12 8 5 8 8 7 4 '7 4 AIL POWERS EMBEDMENT 72.0 10 4 5 10 10 6 '' 3 6 3 5 3 5 3112 5 8 12 12 7 4 '. 4 7 4, 4 7 4 92.0 8 / 4 8 8 5 j 3 5 3 5 3 5 3 10 3 6 10 10 7 4 7 4 7 : 4 7 4 200.0 5 , 3 5 3 5 // 3 5 3 5 3 5 3 7 %' 4 7 4 7 4 7 4 7 /4 4 7 4 48.0 12 12 8 12 12 8 3 5 8 8 6 3 6 4 12 ` 12 12 12 12 10 7 10 10 7 %/ 5 7 5 " " " " "` 62.0 11 6 6 11 11 6 4/, 3 6 6 5 / 3 5 3 12 8 9 12 12 8 5 8 8 7/ 4 7 3 ■TIN RED MEAD BOLT SLEEVE OR W/1_1/8 N. EMBED. 72.0 9 4 5 9 9 5 ,% 3 5 3 5 / 3 5 3 12 5 8 12 12 7 4 7 4 7 / 4 7 3 92.0 7 j/ 4 7 7 5 4 3 5 3 5/ 3 5 3 9 3 6 9 9 7 4 7 3 7 .1 4 7 3 200.05 // 3 5 3 5 !�/ 3 53 5/ 3 S 3 7 74 4 7 3 7 / 4 7 3 7 // / // 4 7 3 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 SCREW ROD O ITW EPCON r ANCHOR W/ .NINE SCREW W/ 11N. EMBED. 72.0 12 12 12 12 12 12 5 10 12 ,'12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 1C 12 10 12 5 10 12 10 12 5 10 12 10 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 B. 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. 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 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. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *' DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING 'NIT,y THE SOJTH FLORIDA 91.11L01YG CODE DAT I , ?9`tK PRODUCT C0..' 4 0:1:S.CN C 301LING CONCL NO. COS1PL:d� ^ `CE OPEC. : CCEP;,0. 7 •OS { c 0' sC of >I N 1: