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839 NE 97 St (14)Type Insp'n Permit No. Name Date Time Phone # , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address Compan For Inspector: Approve Correction Re- Insp'n Fee i Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE • , �;.'I A, COUNT s T AMI -DADE Signature Print Nam w m t and subscribed before m this day of ko Signature of Notary Public - State of Florida , ,‚ " M OFFICIAL NOTARY SEAL BERND -PETER DREWS COMMISSION NUMBER CC959774 • Vig COMMISSION EXPIRES Personally known OR, Pffedlkcation SEAL: Type of Identification Produced: PERMIT APPLICATION r / Qualifier BERG -PETER DREW STATE OF . • :� ' A, C I Y OF MIAMI -DADE Print N. ":. (FIER QUALITAS MANUFA TURING, INC. Swo to and subscribed before me this day of or Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification 0 Type of Identification Produced: CONTRACTOR �( n C � rr ,, / Name QVAu hF& ( v' ,05 4J� License No. EROREi}i MAI IRA t 1 IM ITAC UM FACTURING, INJIW Address c 240 IQ (A) 10 '1 kS ® Pratt. r 333o5 Telephong _may 6 _ (v Fax Qualifier Name 47 t t, 1 Q i PROPS l" TY OWNER Name 1�' A .. / (,, ,/1 1 `' T $ , I ' Address -/.. r Ho 5io4,t- g . 33(3 Home Telephone (1, Ol P , 1 Ott 1 1 I Business Telephone � o, 1 � (151 - 1"; n•- Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION Folio Number 0 ° 320k -.0/4 -2.64b Description of Work WS/?'1w /,t/C4vE sion - -✓lJ Lot iq-'/ r Block Subdivision PB)( 3' PG Zoning Linear Feet Current Use of Property Square Feet / Q Units Floors Proposed Use of Property Value of Work 4q8 1 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ELECTRICAL TYI'l: Minimum Fee QTY. TYI'F. Dryer QTY. Tl'1'1•: Outlet, Appliance (1 TYI'E. Service Repair (,Y1 Y. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PII) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition • Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY Tl'l'l Condensate Drain QTY TYPE Generator QTY i'VI'1 Refrigeration, Tons Q A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING . A/C Condensate (1 . 1 . 1 , .1.1'I'E Drains, Roof Q'1'1' TYPE Miscellaneous Fixture Q.1.1 .1.1.1,1; Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST 0 OWNER - BUILDER FORM (Attach) O FIRE DEPARTMENT APPROVAL (Commercial / multi - family) • CONCURRENCY (New Construction) ® OTHER (Specify & Attach) ▪ PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) O OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review Notary (s .60) x/1000 x (¢.005 /sq.ft.) (¢.01 /sq.ft.) ISSUING, OFFICIAL SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 0 PERMIT APPLICATION 0 CONDO ASSOCIATION APPROVAL (Attach) OI BPR APPROVAL (Restaurants) LI CONTRACTOR REGISTRATION (On File) TOTAL $ ') 6 REVIEWED AND PREPARED BY: DATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL a (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2002 -1814 Printed:10 /22/2002 Applicant: NANCY LAGO Owner: LAGO NANCY JOB ADDRESS: 839 NE 97 ST Contractor QUALITAS MGF INC Local Phone: 954 - 566 -0112 Parcel # 1132060142610 Fees: Description Amount FEE2002 -5974 Building Fee $85.00 FEE2002 -5975 Buildier's Bond $300.00 FEE2002 -5976 CCF $3.00 Total Fees: $388.00 Total Fees: $388.00 Total Receipts: $0.00 ' Permit Status: APPROVED Permit Expiration: • Work: INSTALL HURRICANE SHUTTERS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the i with the plans, drawing myself, my agent, s Building Permit Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 17 -18 & W1/2 OF LOT 19 BLK 4/20/2003 Contractor's Address: 3526 NW 10 AVE Construction Value: $4,989.00 Page 1 of 1 (INSPECTOR) BY: e to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity ments or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either or employes. REG 001 103102 1549 MC401 002436 CHARGE $386.00 (Contractor or Builder) BY: . SILL ADAPTER SCALE J/8 • i g ONT ELEVATION © ALUMINUM ANGLE SCALE: 3/8' = 1 " 5.000 Max. (•) 116 PAIL SHALL BEAR TIE our AM OIeR?ML SEAL AAa 90V4 nor CO" THE PACFCSA3441. DOI.QA 1441 P IT. / IL ECO INC. \ TD1JT TES7f•G & trocamEDs#G L:OUPANT MO X% "Pia 771 - m. WOO GAODQ arm. MI •a Irmo. : 0122,11177 - A3,7D . ti : (X4077 - 1331 B- 0006779 WALTER A. 77L1JT Jr.. P. E FLORIOA Lk. / 44157 ASS% / RE570ENTL%L BE777NA ACCORDION SHUTTER O�II SECURITY SbLUTJONS (ASS4 / 764) 9.13 N. a4KLA,M4 AVE EL HURST. IL 60126 NV. Ab Oa If •R a 1 • Approved as complying with Liss Fluri.a BO. in. C •e Date NOAY Miami Dade ' • . act Control Divifsl BY aowv M1AMI -DADE COUNTY •R AS SHOWN scat 4/12/02 DATE 02 -260 DRAWING No 5►Ra POMOS SHEET 1 OF 10 1/4' • - 20 S. S • INUNDSCRE145 VARIES SEE NOTE BE .ow 2.J 16' -/155 K ILL) USE) 1.845 100 80 2O .1170 475 3 WALL HEADER WALL HEADER (INVERTED USE) SCALE J /8 m 1" 2048' .4.125' Av 1_ -r O BOTTOM BUILT -0 SCALE .01"m 1" 25 - 1/4' • - 20 S S 7HULHBSCRETRS vARCS, SLT NOTE Bel. 6 l fri. FOR UP TO 9' - 0 - S7RJT7ER BLADE LENGTHS, • 12" Loh. FOR SHUTTER BLADE 112G7NS GREATER THAN 9'-0" UP TO 12'-0' - 4994' --•t 1.944' � /255 ♦ r. 061 w477-J i •. ..59 ' ALTERNATE LOCKING PIN SCALE 3/8' = 1" COMPONENTS Loon' 2.750 1 PLAN 5 /24' �r.ar2 �rrJO y CEILING HEADER SALE J /8' = STARTER STRIP SCALE .3/8'= 1" Q MALE LOCK SLAT SCALE J/8"- 1 " L �r - zoo Fir .617' 1.2.34 ' 1 477 • 8009 ffO.BF"_ 'Fe il saga 1‘,77, 477 FEMALE RESIDENTIAL BLADE SCALE.. 3/8" = .' . 125"--1 • r i w52D' S� - -I•500 AL 644' FEMALE LOCK SLAT SCALE 3/8" - 1 " --I I• -.127' n /Anon QK LOCK CLIP 4" LONG SCALE -7/8"= 1' GENERAL NOTES: _ PPOouLT 1. 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ANUi7LS TO 19111 94411 BE AS MLLERIP2 0.04225 arror sr PCrED) (A) m cx CPC Pa•RRD ccr.ai 7L - 1/4' • DLP Orr ANA7,Ot5: AS NANurAC:LACO Br LT W.. RAHSET OR ELM MOASTRIES MG - 7/4 • HA . ZAANC ?VJr AI+ Hoes A: NAHLOACTURED 6f BE RAW PUC ONOVAY I.0 - 1/4' • • 7/S' Rut CALK -fv AS uwFAC:1. 8? ITt AUR PILL CONAVIY. NCTL A1) loa&A, aE[DIQJT OF LAPCN ANCHORS NM PC4NC3 C 7£ 15 I J /4' 1 -- •• E3ECLYQ•T OF RAN. ZAAMC mmut 1/r: .4.2) I/4' • • 7/75' Runk 344K -•• AWHOR5 9441 BE &7 ? ELN DOER "TO THE POURED CENCRrt7£ h0 Q1. 0470 S7UCc0 9441 Eif ;cif/TTED. I/4' 0-20 scR£rs us= SHALL 1 1/2• Lohc L'irt.M SHOULD STL.CL0 EST AJ) 04 CASE THAT PRECAST STOIC PRECAST ECPCR17E PAAEIS co PAL47R5 BE MONO ON rue ossymc NOLL OR arm, AH=4345 34AL1 1£ LONG 0,0.bi 10 WI r?E H4N STRl/C7LRE BOnO SLACIl PUQS AN=439,40E 944L1 BE As ACAGATEO ON hO7LS Al • A2 ABOVC (B) 10 DTS/PC COAKCE7E &LCX 7rt r - 7/4. • 7J. AI.C404s A5 MMAAFAC7L9m BY 11:4 RAA6ET OR ELCO MOLS7RES. INC - 1/4' • wow. ZA AAC m414 NK?A7RS AS M4NFAC7URCD JIE PMIR P 2.0 004MM447 MAC - 1/4' • • 7/>i' 'ZA At CALL( -av AS TANAOAC.UPlD BY THE RAM. PIL.G COA~Y. PC. NOTES B1) LoSrtJ/ :7+9cmarr4T OF DPCON ANC4045 ANO RAM. Z41 4C NAA0 ANCCRS INTO THE corco 7E QOC.c LOOT SHALL BE 1 //4' 11.2) 1/4 . • 7/75' RA ML C M.X -N AHd.04S .9441 BE EHTIR[SY ENBEDD D NM THE CNCRE7£ BLOCK Wr: NO Eseml7Hr 070 STUCCO .94411 BE PERWTE . 1/4 0-20 SCJGLIr8 USED SHALL BE 1 1/2' LOLL N►4•A.I 9.OA1D STICC7 COST. 8.2) N CASE THAT PRE AST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 174E E7051PAG BILL ANO CARS 944.E BE LOW ENOUGH 70 REAO1 17E M414 S7RL.CTUeE BL7•AC 53.CI '' ANCHORAGE 944(4 6E 1 7/4' WWIJL fTIR ANCHORS m 7a1a4ED N at.). • 7/8' raw ANCHORS ma/now N az). (C) FAC AN04002S 9+41.1. BE 0 CALLED FOLLONING ALL 7 OF THE RECONNE.617XXfS AN0 .SAEYs7C:Ancres OF DE ANCHORS ANAATUROL & BALM AAO TIE NALCIC G raw C arquArE3 0. 0. ( • e. • 17E STAPTERS 0. 6 NC I.00? THE PATENT OF NE7ALS 9. IT .9444 BE THE IIESPONSIBLITY OF 114E COV7RAC70R 10 vow's. ONE SOUNa1NESS OF 77E STRICTURE a►E70E SHUTTER 5 7O BE ATTACHED 115 /CURE PROa4F ANCI+ORAGC t4 EADI 124T WV' 9448 A PCJaAMENT LABCL 04 A WOOLF PLACE WITH A 144.21.4NC NOTE INSTRUCTING THE IEP4Wr OR PIOLHt' OIANCR NAT ALL LOOONG PIS AS NC.L AS BOTH LOCXERS 71.87 BE PRO°Odr IM7ALIED • BOLTED 0L14wG 11. SKITTER'S Y4MFACTUPER STALP 9441 BE PLACED ON TIE EXPOSED SURFACE OF THE F0S4LF L0O( 9,41 (1)0aq � ONE LABEL. SHALL PLACED FOR atom oPO+r4 LABt7. 94411 READ As Frurr S 040 r r so wnot¢ ELy4 45T. 1. ALAN --OADE COUMr PRODUCT CONTRIX APPROVED. 12. (o) n.os PRCOL.CT APPROHLL C CZ.M]vr (PAIL) PREPARED Br 7745 ENGINEER 6 COvaaC AH0 DOES NOT PRW10E SPDRAN Xl 4 FORA 9TE 9PECOX PROJECT; L.. 1•1407E 77E STTE COVO?R 445 OEl4ATE TROY THE PAD. (L) 3347s•C70A TD BE REspONSOLE MR THE SFSLL77Q4. P44044. ANC 045TALLATICk( OF 776 PRODUCT BASED ON 7745 PROOuLT APPROVAL PROVIDED PIE/ SHE DOES NOT OEN447£ FRO/ THE CO47IL 5 DETAILED ON 736 00GUA•ENT. (c) nits 06(. CT APPR04A44. DoR.A04T Mat BE C07t9OOR£D OHLwLJO IP wanes (e) 9TE SPECFIC PRO.Et75 944(4 BE PRORIRED BY .4 FLORIN RE SS7UEFD E7SA'PER OR ARCHITECT M•OH PALL BEGEAE 774E PROFESSO441. OF RECORD (Pak) FOR THE P10. T APO PAO MU. BE RESPONSIBLE MN T)E PROPER USE OF TIE PAD. PRO'TSMO'MAL Or MCCORD. ACING AS DELEGATED EH:PEFR TO BE PA0 chtcawzg. 9■4(1 Stow 10 776 LATTER THE SITE SPETi7C ORAM*.cS FOR REVCW. C -. / IL ECO IINC. TILL? TESTE•G Ht __ G CO*PANY eb Kt JA R an !1). 1/4M H:MC>a/t AWON Q1 : (anon -13X . : (=Urn -,13, ®- •ODO6719 wALTFR A. TtUT Jr, P. E FLORIDA Lie / 44167 A.SSA / RESIDENTIAL EtOTTHA ACCORDION SHUTTER all No OAT/ SECURITY SOLUTIONS (ASSA / 264) 9J3 K OAIQAWN A•E EL HHtR ST. A` 60126 a.x Art Mb /iO4^10 A.R AS SHOMW SCALE 4/12/02 DATE 02 -260 DRAWING N. SH(rT 2 Of 10 Q,. .... 'S. .. AL W/ 7//16" . • 7//8 NYLON BUSHING ` /t4 x J /4' S S.M " Q C POIX►ED concp TE POURED co NCRE7r • .: • REQUIRED • RAML .ALK-1N INCH° • (SEE SCHEDULE SHEET. 10 d ON SHIED' u \ ,• OR CONCRETE BLOCK WILL REWIRED S EDULE FOR Ain. soDARA1XQN "s° TD 1 GLASS of DJ571Nc WINDOW OR S G 0. COWL. H[IC ANCHORS MME- SCHEDULE ON SHEET W & IN7Tt 7 . ON SHEET 1) WALL MOUNTING . INSTALLATIO . — SECT70N B1 >R ALTERNATIVELY TO 1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10 NQTE 7 01V SNOT 1 11 11 11 11 u n IN AT /10.r 3 S M. S w/ 7/16' • x 5/3' LUNG NYLON BUSHING (Typ. TOP wrlyt IR) OR o /1ox.rs s SM.S. w/ 7/16' • x 7/8" NYLON BUSHING (Er7 ) ( ) 1 l 1 1 1 u 1 — RA WL GKX -IN ANCHORS (SEE SCHEDULE ON SHEET 10 * NOTE 7 ON SHEET 1) • REMOVABLE FLOOR MOUNTING INSTALLATION SCALE W/ ANCHOR. ()P&L HOLE AT O COVER HOLE Wt•TH NYLON GIPS POURED CONCRETE REQUIRED EDGE OF SLAB APPLICABLE I -- SEE SCHEDULE FOR Lan. SLFARATIONS" TO 1CLASS COSTING WINDOW O R S.G.D. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /10 x J' S S S M. S. W/ 7/16' . x 7/8' NYLON BLISHNC (Typ. BOTTOM) /10 x J /4' S S SAES 012 "0.C. TYP EA S/OE 1 ° x 2' x .125" Cant. ALUMINUM ANGLE (606.3 -76 ALL0Y) /10 x J' s s cawoz£rr ANCHORS s At S w/ C schTDULE 7/16' • x 5/8 ON SHEET 10 & 'LONG NYLON NOTE 7 V SHEET 1)/ BUSHING ajp. 171P INTERIOR) I N 111 CONCRETE ANCIHORs (SEE' SCHEDULE ON SHEET 10 & NOTE 7 ON SHEET 1) r' a o. WALL MO UNT I1 G INSTALLATION — SECTION Al SCALE :.3 /e — 7- /10x3'S S SM.SW/ 7/16' • r 7/8" NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) BOTTOM (INTERIOR) E a - I asrAtox (SEE SCHEDUE ON SHEET OF KO NODE fU4 L 44T1CaN OF SECTIONs : 1w1/TLOOR/CEAA•G •OuNI SECT•D s Gw 8F comom fD w1 ANr 1114 ID SLIT ANY orsTALLARON. n 6u 1 4 ling_ POURED CONCRETE REWIRED - I - SEE SCHEDULE FOR — min. SEPARATION'S' TO 1 GYASS OF EXISTWG w1NDO W OR S G. 0. /10 r J /4' S S S M. S OR J /16' • Alum. POP RIVETS 0 12' 0. C. ALTERNATE LOCATION FOR TOP UP FASTENER ii CO coNcRo (sEE sCHrouzE ay SHEFr 10 I d NOTE 7 ON SHEET 1) 1 11 11 E 0. V / Op / CON 7E ANCHORS u POURED CONCRETE (SEE SCHEDULE ON E 0. : 7 REQUIRED SHEET 10 & NOTE 7 ON SHEET 1) /70•r1 S S M.'S W/ 7/16' • x 5 /8' LONG NYLON BUSHING (Typ. TOP 1NIEWOR) CEILING & FLOOR MOUNT. INSTALLA — SEC770N B SCALE : J /8" = /10zJ "S. S S M. S W/ \ 7/16' • x 7/8' NYLON BUSHING T TOP & BOTTOM (QCTERIOR) Typ. (INTERIOR) /10 r J /4' S .S S M. s OR J /16' • Alum. POP RIVETS 0 12' 0. C. EDGE OF SLAB IF APPLICABLE Approved a3 complying with the Florida Bu'dia C c Dare OS NOM) Miami Dade Product Control Diehl BY M/AMI -DADE COUNTY /1 i NC.\ TAUT TESTING & DOGOVMONG COMPANY m a a. Jos Sr.. — 3,, wr ouaaet R =ma' : ( '? -ism . : (=urn- rm. ®-000671 WALTER A. TILIJT J _ P. E FLOR•4 Uc. / 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER 0LVl SECURITY SOLUTIONS (x 933 M. GW.1WT4 AVE EL luRST /C. 60716 No 1 12171:111►rs CON Ira — S IT AS. SHOWN SCALE 4/12/02 02 -260 DRAWING 1M SHEET J or t0 POURED CONCRETE' REQUIRED -\ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED d W C =_ SFr SCHEDULE FOR Min. SEPARATION 'S' 70 I CLASS OF cosmic N1NOOW ORSGD. ? ALTERNATE LOCATION FOR TOP LIP F CONCRETE ANC1109S (Sf`T SCJJifDC¢E QN .SHEET 8 & MOTE 7 ON SHffT 1) /10x3 /4'S SS Al. S OR J/18" • Alum. POP RNETS 0 12' 0. C. I I II II n CONCRETE ANCHORS (SEE SCHEDULE OW QN SHEET 1) �OO 1/4' 0-20 SS r 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT 0 12' 0. C 7' like. O /JO rJ'S. S S ht S W/ 7/16' r 1/8' LONG NYLON BUSHING (I)p. TIP rN7 wmo /10xJ'S. 1 S. ALS W/ 7/16' • r 7/8' NYLON BUSHOVr. Opp. TOP & BOTTOM, EXTERIOR) & 907701M. INTERIOR) /10x3 /4'S S S M. S OR 3/1 8 • Num. POP RIVETS O 12" 0. C 1/4' 0-20 SS r 3/4' PAN HEAD PHILLIPS BOLTS W/ MIT O 12' 0. C. WALL MOUNTING INSTALLATION (BUILD — 0 — SECTION C SCALE : .3/8' = 1 J a el -_ , , 111,. TYPICAL ELEVATION N. T. s E D. s EDGE DISTANCE T SCHEDULE 8 OF 10) NOTE FOR CON& 44TAON OF SECTIONS : WALI,/fi0011/CERIMG MOUNTING SECTIONS CAN BE COMBINED IN Asir WAY 10 SUIT ANY INSTALLATION. SEE NOTES ON LOCKS ON SHEETS 4&1 • Approved as complying with the Florida Balding ode Date OS / 10 ZCO Z. NOM Miami Dade Product Control Divisi By MIAMI —DADE COUNTY • C O9�Q A NOTE. 7 ON 91EET 1 POURED CCaNCJPE7F . OR CONCRETE BLOCX WALL REDU/RED 2'x 2 "x .125' OR J_, J' x .090' ALumNUM TUBE (6067 -T3 ALLOY) 4/16' 0 Alum. POP RIVETS OR SS J M 4 S. S 'O 6'.0. C. Ma) /1 itF . INC. \ MCAT TE377NG & ENQI+EIJ6.0 L'OMPANf ram ran lrua sr_ s5 an. wr. G•4120¢ furors =me 'w...: (17g1 77 -rso . r.4 : (m)m -rsir EH- 0006719 WALTER A Mir Jr. P.E: Ft C.RQ4 L. / 44767 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER nt — OW/ SECURITY SOLUTIONS (ASSA / 264) 9.0 N. OARLIWN AVE ilAr+CARS7 4_ 60126 aoa. 2 Orr • AS 9rOMN SCALE 4/12/02 arE 02 -260 DRAWING No SMCET 4 Of 70 OR (eErawo) CASE 1 2'x 2 "x .125' OR J' x .r x .090' ALUMINUM TUBE (6063 -r5 ALLOY) REAR * J /8" a HOLE FOR LGGYING P.'N 1' 1 "x.125" Cone. Akan. ANGLE (608J -r6 ALLOY) OR (BEYOND) OR (BEYOND) (BEND REAR * EY0010) (BEYOND) 1 • x. 125'Cant. Alum. ANGLE (606J-T6 ALLOY) J /16" s Alum. POP RtvETS OR / 14 x J /4' S E S M. S 0 6' O. C. (T)p.) CASE- 2 SECTIONS E SCALE. J/8 " = /' 1/4' 4-20 x 1" LONG S S. M. S 0 MIOHDGHT OF ® O FROM OR REAR (Typ.) 2 "x 2 "x.125 J' x J" x .090' ALUMINUM TUBE (606J -T3 ALLOY) � SECTION D SCALE 3/8" = 1" 2 ANCHORS EACH ANGLE CASE .3 (4) 3/16 / Alum. PCP RNETS OR / 14 x J /4' S S. S. ACS (Typ.) OR (BEYOND) TREAR 16" 0 Akin. POP CR / 14 . x 3 /4'1SS.M.S. 0 6' 0. C. (7)p.) (BEYOND) EDGE L1F SLAB ISOMETRIC (CORNER POST) (Typ. AT s LL as) .c r, ?' x 2' x .125' OR J' xJ "x.090' Alum. TUBE POST SECTIONS D, D ' • & E W/O Q 'SCALE- 3/8' = 1' 2' x 2' x .12r x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (606J -T6 ALLOY) 7 M 1 f 3/8" 0 hOLE FOR LOCX7NC PIN. 1/4" 4-20 x 1" LONG S S M. S * * POURED CONCRETE OR Crh•C4E7E BLOCK WALL REOUIR£D cr1rG4E r E Ar.c4Cr7S 0 9" 0. C. (S NOTE 7 ON .SHEET 1) CONCRETE ANCHORS 0 9' O. C. (SEE NOTE 7 ON SHUT 1) Qr OD ORO O OR (BEYOND) NOTES av Lccws Awpt.x A&f 1D LOCX 0L - TAi5 Sr+o.n ON MIS SHEET: • 7 T15L & ni 9+�LL Acxurs eat warm er cswc coax CP r5TALLED rmow The wcwoE QC s:Nu m" W 1/4 , 1 " S S StoEw ut BOLT s7oIW ON SQL T1ONS • l ear Tr L ac( cup. As mat As1) coat QP 1/Z' ;IN C a ct FIT O(1 V • 0' RP/ - TORE SCE7V % Kra a 1 l7O� ?rCCX �.L�� . ° ALrc7%4 mur 70 U57rG ®LOfJC Q.O LNIFRIM7ES4t ta9M(1 AL>w rS BE LOOrTD er Lib T ALLJ A / 4' •--20 , 1 S S SIDfwNCX r r 710U BOTH 5 ML 7ER THIS PURPOSE a CF NTt77raa41E S SHALL BE PRE- DRILLED AT 77 DOLT cocAnom A TAPPED rlrau 01 OROfJ. TO ACCEPT me :/4� . 90E d'LT. TINS BOLT WY BE 0' TALLtD 4744,14 t7T7+ER ONE FRONT OR REAR of S,f/7772t • REAR * OR (BEYOND) S E C T I O N D ' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE: 3/8' = 1' 7 - POURED • CONCRETE OR CONCRETE BLOCK WALL REOUIRED 11/2 x 1 t/2" � OR2 "x 2 OR 2 "x J' OR x 4" OR " x.125' Alum. ANGLE / 14 x J /4' S S S M. S DR J//16" 0 Alum. 1�OP RNE75 09'0. G Approved as complying with the Florida Belding ode Date NOAH Komi Dade Prtxluct Control Divislo By 0 Z MIAMI -DADE COUNTY M�O4GRS 0 9' a C. (SEE N07Y: 7 ON .94ET 1 TELL? TE377NC & ENGINEERING =rower rE +<t Aix at s` M wow camel Ramo. xtri. n..� : (sar.4n -ism . h • (.1•11)077 CB- 0006719 HALTER A. T7l1JT .I P. E FLORIDA Gc. / 44167 ASSA / RES/DENT7AL BERTHA ACCORDION SHUTTER 0/11 SECURITY SOLUTIONS ( / 264) 9J3 N. DAXLAM'N AVE . t7 M ILJR57, 6_ 60126 at — aor••10. • m•• AS SH+OMN SL4LI 4/12/02 DATE 02 -260 ORA 117HG He rr i _ - SHEET 6 OF 10 POURED CONCRETE OR C00NCRt -- r 6LOCx MALL RECLINED 2'x 2' x.125' OR J' sJ "x.090" ALUMINUM TUBE (6062 -T3 ALLOY) J /76' V AJwn. POP RIVETS OR I, / 14x3/4" C Ji aSS. S O ~ NYLON SCREW HEAD — r a.� C ct OD CR EO n 4 O N CASE 1 2 "x2'x.125 "OR x .090' ALUMINUM TUBE (6063 -M ALLOY) REAR • ** WTI7ND) FRONT 2/6' • HOLE FOR LOCKING PIN 1' x 1 r .125' Cont. Alum. ANGLE (6063 -T8 ALLOY) OR (BEYOND) (BEYOND) OR (BEYOND) (BEYOND Alum. R>•vtJTt (T» ** OR 0 (BEYOND) r' 1'r.125'ConL Alum. ANGLE (6083 -76 ALLOY) 3/16" 0 Alum. POP FILETS OR / 14 r J /4'SS 0 6' 0. C. (Tyµ) CASE 2 SECTIONS E SCALE: 3/8"— 1' NYLCN SCR: V HEAD FRONT * (4) 3/16" • Alum. ..P RIVETS OR / 14rJ /4'S£ SAI.S(T)p.) 2 ANCHORS EACH ANGLE 2 "x2'x .125" OR x J' r .090' ALUMINUM TUBE (506J-T3 ALLOY) CASE .3 Alum. RMNUT t Mix) J 16' . ; POP J /4" S S S B. S O 6' 0. C. (To.) 2's2'x.125' OR J' r J" x .090" Alum. TUBE POST 2' x 2' x 125" x TUBE SIZE Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) EDGE OF SLAB ISOMETRIC (T AT Ton (CORNER POST) sor roM scAesy C D , • ' 3 /6' • HOLE FOR LOCKING PIN. POURED CONCRETE / OR CCNNC4ETE BL OCX MULL R£C JR1 CC.Nc4E7r ANCHCF5 0 9" 0. C. (SU NOTE 7 ON 571LTT 1) ' CR ETE ANG4CJN5 0 9 " 0. C. (SEE NOTE 7 ON SHE.TT 1) 4 (BEYOND) ONE SIDED SHUTTER. : END CONNECTION DETAIL SCALE 3/8' = 1' dr O CR O ** NYLON SCREW HEAD '4 NOTES CN LOCKS : APPUC4BLE TO LOC DETAIL 840 CN RAS SHEET. a LOCYFil i4LL ALY*AYS BE LCS£D FOP ANY .9 Alto INSTALLATIONS AT ANY ELEVATION. LOCKER MAY AS AN INSIDE CR CU7 LOOm7 F ArTACt/ED TO & W/ 1/4' 0-20 r 1' L.Cruc . S THREADED BOLT i / 1 4" 0-20 r 5/8' METjLY THREADED AL1/L NLD4 RMNUT SEE /NSTALLATYCN DETAIL ON THIS 9-CE 'T. *al FOR ;NSTALLA AT ANY 21VAT7CN C BU=LING A O ADC-177 H TO LaSVE9M A AMUR T LOCK MAY BE usto FOR P•URPO ES AT ANY OfSRED WCAnON CF • ISA TE ONSIDE OR OUTT0£ . MTIE4 USED /HEIDE MINIAJAI SLPARA17CN TO CLASS .94411 ALSO BE VERIFIED FRC4I THE RP OF 5/ r LOGO OR FROM THE OTHER SHUTTER CC.IPCNET/7S SHOWN ON SECTION 0 (YFNCHEVER /S 1.4CRE CRI7 1L). SERI 9444 •41.1.110#41111 (202(2024 ALLOY) ) LARGE FLANGE t •41.1.110#41111 •41.1.110#41111 THIN 9iaTT NUTSIFT. PART / 0820. AS MANUFACTURED BY AVCEZ CHERRY TE(TORN, PARS/PPENY. NEW JERSEY 07054 OR EGUAL r 1 1 1 * Num. RNNUTt (TIµ) © 4 °R0 -.• T (BEYOND) ** POURED CONCRETE OR CONCRETE BLOCK WALL RE 1 1/2 x 1 1/2' OR 2' x 2' OR 2" x J OR x 4' \.... .017 x 5' x 125' Alum. ANGLE / 14 x 3/4" S S. S M. S OR 3/16' • Alum. POP RIVETS O 9" 0. C. Approved n complying with the Florida B dlag ode DateQS 1 ZOO 2_ NOAtr Mimi Dade Product Control Divisio By MIAMI —DADE COUNTY MU%tow DES•GN LOAD W (p.. f.) hatradenr smarm SPAN Z' (/t) ro GLASS (7n.) - I•9IILAI SQ 4RA7xLV TO GLASS (Li.) - w 85.0 6' -6' J 7/8' 1423 .- 67.3 6' -3' J 7/3' J' -0' J' 90.0 6' -0' J .3./3• 42.3 r 92.5 T -9 J J/3' J' 3 94 T -7" J J/b' 7350 J' 97.3 T -3' J .3/3' 11 =T J" 100.0 7 -2- J 3/3" r J' 1021 T-0" J J/3' • J' 105.0 r -10' 3 3/8 1 J' 107.1 6'-6' • J 3/8' 35.0 J' 1 10.0 6' -7" J J/3' • .T 1123 e -5" J 3/6" J' J' 1110 6'-.T' J 3/3' 10'-5 J' 117.3 6' -2' J 3/3' r J" 120.0 6' -0" 3 J/3' J 7/d' Y 122.5 5 -11' 3 3/3' J' 1220 j' -g' J 3/8' 67.3 J' 127.3 3'-4' J J/3' J' 1.30.0 3' -d' 3 3/6" J' 132.3 3' -3" J 3/3' g :3` J' 1.350 1'-4' . 3 3/3" 3- J' 137.3 3' -J' J 3/1' J 7/3' J' „U& D xN L040 MAXIMUM SIVUTTER ' SAN .'L (tt) •••• SEPARATION Y TO CLASS Cm) - I•9IILAI SQ 4RA7xLV TO GLASS (Li.) Y MAXIMA, 9'*� 2 .3 J/3" J' 1423 3 -1' J J/ 40.0 12 -1 J' -0' .3 J/0- J 7/8 1473 J" 42.3 11' -I1' 130.0 4' -10' J.7/2r J' J' 45.0. 11' -9' 3- 7350 J 7/3' .3 •. J' 473 11 =T J J/3' 3 J7/r 4 -6' r 10.0 11 -5" 4 ._5 J J/6' J 7/11' 7650 r 323 11 =1' 1 4=4 ' J 7/8' J' J' 35.0 10 . ' - 10' ' 1 172.3 J 7/5 • J' 573 /0' -7- J .443_ J' J 7/3 4' -1' 3 eao 10'-5 1 .3 ..1/b' J 7/3' r 82 ..2 !0 =2" J 7/d' .r- &10 10'-0' J 7/11' J 67.3 g' -10' - .1 7/3-' J - 70.0 ' r-7- 3 7,4i' J 72.3 g :3` ' J 7/3" 3- 73�-,r - J 7/3' , er 77.1 J 7/3' S - 9 -0 J 7/3" T 623 L 6'-g' J 7/D' - J' WAWA OESCH LOW MAXIMUM SIVUTTER ' SAN .'L (tt) •••• SEPARATION Y TO CLASS Cm) J J/ mo8' -0' TO 12' -0' 140.0 3' -2" .3 J/3" J' 1423 3 -1' J J/ J' 1410 J' -0' .3 J/0- J' 1473 4' -1l" J J/8" J' 130.0 4' -10' .3 •1/11" J' 1323 4' -9" .3 4/I1' 3- 7350 4'-4' .3 •. J' 1373 4' -7 J J/3' 3 160.0 4 -6' J J/3' r 1623 4 ._5 J J/6' J' 7650 4'-4' J .7/8" J' 167.3 4=4 ' J 3//3' J' 170.0 4' -J' J 3/3' J' 172.3 4' -2 J .VE J' 1750 4' -1' J .443_ J' 177.5 4' -1' J ./3" J 150.0 4' -0" .3 ..1/b' J' SHUTTER SPAN 2' (ft.) - 111•44 &41 SFPARA7ION r LEES oR EQUAL T74414 8'-0' J J/ mo8' -0' TO 12' -0' J 7/13' sc;,,t /i irii M.\ TIZLJT TFSTPVC & E7rCAP#0300$6 COMPANY Run pm a.. at __ rn. vworl OrmQ R. SUM rw... (>23.471-8317 . s.: (. $7H - u.0 CB-0006719 WALTER A. TLL/T r P. E fl.0PG1 Lk. / 44767 ASSA / RESIDENTIAL BERT741 ACCORDION SHUTTER OW SECURITY SOLUTIONS (ASSA / 254 9J3 IL 04ILLANT4 AVE ELMHURST. IL. 60126 n aoa••s• • ..Z MIL r lion - YA AS SHOWN s z 4/12/'02 DATA: 02 -260 DRAWING I4. SNLEY 6 Of 70 NOTE • FOR 574VTTERS w(SULLED MAIMING THE FIRST J0 -0 ELEVATION C r BUILDB.C. SEE TABLE 1 FOR MN+MLI SEPARATION TO CLASS FUR SPANS SORTER 1744N T)+E U4X9RAV ALL014E12 S1t?Ww ON SCHEDULE -• FOR SHUTTERS LH•S7AL.LED ABOVE J0'-0' ELEVATION OP BUALL1uA4 MFLASLRED Ar sorrow Of SHUTTER MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VAUD FOR SEC77ONS A, A 1 & C ON SHEETS 2 & .3 OF 10). OESIGV PRESSURE RATING CORRESPONDS ONLY 7O NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE *ITN ASCE 7 -98 GRIMM FOR A G'VE]V OPENING IF NEGATIVE PRESSURE VALUE COMPLY WITH THE RED(ARED PRESSURE FOR THE OPENING. THE PI3SITTV£ PRESSURE WILL AUTOMAT7C4LLY QUAKY AND NEED MOT 7O EE CHECKED. TABLE 1: 4 SLRAV SEF RATION S' BETMEL7V CLASS ANC SHUTTER FOR A OVER SHUTTER SPAN 2" FOR SHUTTERS INSTALLED 1MTNIN TIME FIRST .30'-0" ABOVE CRAZE OF A . C EN BOLDING J0' -0' ELLIATIO 4 SHALL BE heAsuRco Ar BOTTCW QF SMATTER SEPARATION S' TO BE MEASURED .45 940•CATED ON .SE'C17OW 0 SHEET 4 OF 10. Approved as complying with Abe Florida Buidiog Code Date OS/ b Z- NOANOZ' U - V • Mt Miami Dade Product Control Divisioa�� / // By I1 (�t�` '�J `(/( MIAMI -OADE COUNTY • AL4XJ4044 DESIGN 1J3A0 le (psi.) m4.03.4.54 S}RRIER slaw 1 (it) MINIMUM SEPARATION S' TO aAss (h) J JAI" - .. . 40.0 ?1 .. 12'-0" 3 7/8" J' 873 8' -9" J 7/8" J' 90.0 8 J 7/r .r 921 8 J 7/8 J" 95.0 r-1 " .7 7/I' J 97.5 r -10" J 3/8" 3 Wag r-0' J 5/8" r 1021 7-6" J J/11' r 103.0 r -J" J 3/8" J 107.5 7.-7" J J/0." J' 110.0 0' -11 " 3 J/I' r 1121 6 -nr J J/b' r 115.0 6 J JAY J" 1173 6 -8' .7 J/I" r 120.0 6 -5" J 3/8" J" 1223 '6' -3" J 3/8" r 1250 6•-7' .3 3/8" r 727- 6 J J/I" r 130.0 5 -17" J J/8" J 1325 5' - 9" .7 JAI' J" 1310 5. 3.x/8" r 137.5 3' -7" J J/d' J" - -1 amrimum. Dcsar.N Loww ... W .:(p,a /.) Avows, sHur7731 : SAW 1" (R.) - Arv1WM srpAR11KW - s - TO cuss (Ot) J JAI" - . 40.0 ?1 .. 12'-0" 3 7/8" J' :.!i 42.53: :' 11 3 7/I" r ::. 45.01..1 .. 11'.-.9' J 7/r J" :•:7 47.5'..'. 11 =r J 7/25" r ::`' 30.O :; ' Ifs' J 7/27' J 752.3 11 J 7/8' J" ::::: Si0: 77.-14 .3 7/8' 3' 57.5'.:; . .10• -f0' J 7/8 J q::'. ' . -.. 10 -r J 7/8' 3. I._ •:aL. ^ : 1 - 10' --s" .s 7y11' J' j , 010 : 10' -r - 3 7/I' J' : ? :: 17.5. 10'-0' J 7/8' J .,.,:. 70.0' ; .. r -Jr J 7/r J' •.•:.72.0 : . .. 9=40" J 7/8" 3. - ':r 71.0 9' - 6_ J 7/5" J" 3 /J 9-4• ■) J 7/73' J• • 60.0.. ( .. 9 J 7/8" . J. . 823 ' 9 -0' a J 7/73" J" . MAXIMAL DEVON L114O ltr (p.a. /.) 44AMJM SHUTTER SAW 1" (2) AAACMLW sFRARATTON S' TO GLASS (It) J JAI" .. 140.0 s' -6' J .;/I" r 142.5 5 -4" 3 JAI' 3" 145.0 s' -r " J' 7473 S' -2' J .x/I" J' 150.0 5 3 3/8' r 752.3 5' -0 .3 J/8" r 1510 4' -77' J J/!!" J" 7573 4=10 .1. JAI" J' 160.0 4 -9' .7 J/Tr J' 162- 4t.-e J 3/8" r 1650 4•-6" J 4/13' J" 1673 4' -r J Jib' J" 170.0 4' -6" 3 .//b" r 1723 4' - 5" J .;/b J" 175.0 4' - 4' 3 J/6" J" 1773 4 -4" J J/b" J" 180.0 4' -r J J/5" J' SHUTTER SPAN 1" (/L) MIN /MUM SEPARATION S' LEES OR EDU4L MAN 0.'-0" J JAI" >e' -0" TO 12' -0" 3 7/6" NOTE MAXIMUM DESIGN PRESSURE RATING '1N' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' SCHEDULE. (VALID FOR SECTION 8 dr 81 ON SHEET 2 OF 10). DESIGN PRIMURE RATING CORRESPONDS ONLY It7 NEGA7?W PRESSURE (SUC770N) LO4OS IN ACCOR0ANC£ WITH .ISCE 7 -98 CRITERIA FOR A GIVEN OPENING. !F NEGATIVE PRESSURE VALUES COMPLY W17H THE RECORD) PRESSURE FOR TN( OPE.IVIN . THE POSITIVE PRESSURE WILL AUTOMATICALLY OL.AUFY AND NEED NOT TO BE CHECKED. FOR SMJTIERS "[STALLED 141T144■C ME • 75T JO -0 ELE 447704 OF BUr�nMG SEE TABLE 1 FOR MI1MJM SEPARATION TD QASS FOR SPANS SHORTER THAN INC MAAm1tJM ALLP4 D 9407m ON SCHEDULE. .. FOR 9+JT7FR5 ?STALLED ABOVE J0' -0" ELEVATION OF 5J1LDA< MEASURED AT BOTTOM OF SMJTTER n pr, i ;)(1rc• TABLE 1: AAN6IUM SEPARATION S" BET)4t7:]]H GLASS A/.O SHUTTER FOR .4 CAEN .9-0I77754 .SPAN 1" FOR SHu771545 N37AU.ED WITHIN THE FIRST 30'-0" ABOVE GRADE 0 A OMEN a.ILcwc. J0' -0" ELEVATION SMALL BE MEASURED AT BOT70M OF SHUTTER SEPARATION S' TO 13E MEASURED AS 1NOCATED ON SE'C770N 0, SHEET 4 OF 10. Approved as complying with the Florida Buldln2 Code Date QS / NORM Miami Dade Product Control B y MIAMI COUNTY /i itri3M.\ TILE T TTICTIP c a -_-_- COMP NT Rae w t Jeo. Aar 117. MOW GiODQ Roao4 STILL "sow : 61124N71■132 t EH- 0006719 *ALTER A. 1AJ1T .` P. E FLORIDA Lk. / 44167 A55A / RESIDENTIAL DERMA ACCORO!ON SHUTTER MY la OM! SECURITY SOLUTIONS (ASS4 / 264) 333 N. 64KL4MN AVE CLAM /UPST, /L 60126 aQ•rs Y= all r ®IO AS SHOWN SCALE 4/12/02 LATE 02 -260 DRAWING No ' SHEET 7 OF 10 A4IXWUM DESIGN LaAO -ir (a=J) 93376 A A/. C 9.o71r A At C 9i"Di6 1 L'I WALL MOUNTING INSTALLATION AT TOP 01? 80770M (TO CONCRETE) WALL MOUN7INC INSTALLATION AT BOTTOM . (1O MASONRY) CEILING & FLOOR MOUNTING /N5TALLAIION AT TOP OR BOTTOM (70 CCWCRETE7 NDr£ ► MGt£ 2 NOM .3 NOM 1 Nan' 2 war J Nam / NO7£ 2 NIOT£ J FROM 40.0 TO 62.5 9" 9' 9' 9' 8" 6 112' 9' 7" 5 1/2' 9" 9" 9' 9' 5 1/2" 4 1/2" 9' 9' 9' FT'0M 62.67075.0 9 9' 6' 9" 8 1/7' 6" 9' 6' 3' r 9' 9' B' 4 1/2' 4' 9 9_ 6' FROM 75.1 70 92.5 9' 7" 7" 9" 3 1/2' 5 1/2" 6" "- - aciarQuilso 9 ' 6 1/2" 4" 4" / 9 I/? 5' )7 1/2" - FROM 92.6 TO 120.0 9' 7' - 7' 5 1/2" - 6' 9" 9" - 5" 4' - y " 7 7/1" - FROM 120.1 TO 180.0 Y . 7" - 5 1/2" 3 I/2" - 5' 3' - 9• 9" . - 4" 4' - 7 1/2" 7 1/2' - ACTUAL E 0.4. EDGE DISTANCE FACTOR rAPCOV / zmA4C 1A4&2t RA CM - (A► J" .86 .75 2 1/2" • .71 .50 2" .50 — / Thi 3 INC.\ AAA / RESIDENTIAL BERTHA ACCORDION SI4LR7ER OM/ . SECURITY SOLUTIONS (ASS4 AI 264 9.47 M. 6VQAWN AVE a14/4111257„ f - 60126 AS S1AD$W SCALE 4/12/732 DAIS 02 -260 DRAWING No S►►CET a of 10 WLYMIUM DESIGN PRESSURE RATING "W" (p.& f.) AND CORRESPONDING MAXIMUM ANCHOR SPACJNG On.) SCHEDULE. + ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5 OR LESS (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0" TO 11' -6 (J) Max. ANCHOR SPCC VAUD FOR SPANS GREATER THAN 8' -6" 7O Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE t SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE s SPACING FOR INSTALLATIONS INTO M000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE DISTANCE FOR E O. LESS 711.4N J 1/2". REDUCE ANCHOR SPACING BY WuLTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOW7NC FACTORS. (Mk. E 0. FOR RAWL CALK -IN IS 2 1/27. IPJJT TESTING & F)■I.1ep/t>onmc COMPANY -- WC JIM *. 9. 217. moms* eeoa¢ /IMO/ D1• " e v e • Am)or- L L E . Fa : (. J 7 - wI •_� �7 __ 03-0a06719 WALTER A. 71uIT y P. E FLCfbW Lk. / 44167 Approved as complying with the Florida Bolding Code DatcOS/ l� /' 2 2. NOAH(' 2-- v'•1'q `a ML mI Dade Product Control loo BY MIAMI —DADE COUNTY /iitim TLLJT TQTlHQ t MI'. S' OW w It JAM s ar m. war Owoa R. .u1« Amoy r (216077 -1s10 . F.4 t (,cg1077 -is11 E8- 0006719 NAUER A. Ma Jr.. P. E FL01004 Lit / N 167 ASSA / RESI0ENTIAL BERTHA ACCOR0ON SHUTTER Oka SECURITY SOLUTIONS (ASSA / 254) 3.T.7 N. &M AIM M AVE EL HHHURST. L. 60126 MI Me , OCICNI., r R r r •�v YR AS SHOWN SCALE 4/12/02 Emir 02 - 260 o•AWSMC !rte SHECrT 9 Of 10 11 HEALER SZF 5011EDULE F OR- — SEPNZAraaa s' To MASS LIr EXKAMC ravolow oR S: c 0. ALTERNATIVE 1 1/ • LAC SCREWS • r a c w1 L l 1•f PC1•7764 OCR 10 roan IEADDI. Low ' (DW. TOP. MDPSQ' ). 11 11 11 11 11 u INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS M771 DESIGN MD LOADS LESS OR EQUAL THAN 75 ps.(. AND 9-0 Max. S}(UTTER SPAN. 2. FOR NEW WOW FRAME CONSTRUCTION: »COD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1 4' - 20 1 7/s' HEAD p}A,(S BOOS W/ NUT WASHER • 12' 0. c II 11 II II u 1.-51 1.11000 HEADER REQUIRED SCHEDULE. FOR---. L•. STAMRM WI `S' I0 MASS Of COS77.0 wear ORSC. 0. ALTERNATIVE 2 SOILC 1/4' _ ,• X / /4'• LAC MIS• r 0. c Ya 1V TRATIO / nom se.ADER 11 11 II 11 II u WALL MOUNTING INSTALLATION — SECTIONS A 110 r.1"11.114.1 w/ 7 /1r • , i/r WHO MUM BLISHAC N07E FOR COMELIIW 7X1N OF SECTIONS : 1 MOUNTING SEC770NS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MASS Or COSTING lwroow OR S c 0. M. S. •e' c ALTERNATIVE 3 / 10. rS S S N. S w/ 7/16' •, 7/0' LOVC mnar4 aLcoan . Na. 60T70Lfj 1' , 4' r 1/!' (Hr'.) 606J -13 Akan. TUBE ( C a n t . ) W / ( 2 ) 1/4' • , 4' LAC son 0S • EACH STUD 062WC7H or SRO) ._TIED w/ r L•t. Pat 771411014 MO Approved at complying with the Florida Bul ing Code Date Su. 0/ Zoe NOA OlAraf6L 04 Miami Dade Product Control Div1310e � �K✓€ By M(AM! —OADE COUNTY .4.: INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS QAss OF C SM4O •___ A 3. a a / 14 r 3/4" $ S I As. s•6'a 304LE VI' ALMWATIVE 5 / :0 . J 4' S S S x S OR }/16'• Ahem POP AMTS • 1Y 0. C. V if10•J'S SSIL_ L X40 7 MLON • Bl�4•4C C-1/ 130217214. / lo.�/�'s ssx aft 4ei a' • Awn POP 1•42X • 1 2'0. G 1 /4' 0-20 • J/4" POW • WAD m .L.FS BOLTS w/ NUT •IR9fR• 12'O. C 1" • 4' r 1 (1a .) 6064 -77 Alum DEE (cant) w/ (2) ►/4' • s•" [DAC LAC SCREW • £Ol STIR (1ERRO1f Or 57W) .w0 W /2' Mu. PENE7R*T7olV MD 00217714C STTA s •000 7PLOSEES O"wvrw• 24' 0. C. REOLE0 0 II 11 11 11 u a•= / 14 r J /4" S S S K S • ea s FOP Y+ •7U4 ro O.tS3 Or 0 S771C ..DOw 04 S G a At EMOTE PAS71124121 LOC 11t7V /:0. j/4' S S S Jr. S OR .1/16 0 Akin R]P R:%t7S • Jr a 1� r Or () A06J -T3 Arm. TL L AC =Win 70 401 AVTER OR TatJSS =or songs lisassrar Or 0137•00 •000 i4011504. (2 •t AO/+K 40TH •/ 2' win. PtJt7AI / 10 z r 1 S S at S = 16 . T6' • r .',/R' LOAC BtI•`G (7)p TCP.MERi[]4).. CX1)VC & FLOOR UO ZYTINC INSTALLATION — STC7TON B some 1/4 - 7' / 10,J S S It S w /7 /l6'•• 7/5' LOAC NTLad 6114wG Ty p.70. a LI'7TOK CCVe]R • BOT7UK DV7l76OZ /10z1/4'SSS/LS 0! .1/16' • ALM. POP Rh£TS • 12' a c 2 • 6' .coo OMIT fa (NO Magi A11a.ca) 1/4" . uC SCREWS D/ 1/2" PO4714470v • d 0 .c .oca muss S OR R•STER • 724' 0. c RLDCePED NOTE : WALJ,/FLOOR /CE/UNC MOUNT7NC SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. NOTES : I. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS METH DESIGN WINO LC.40S LESS CR EQUAL THAN 75 p.s.f. ANC 9 -0" Max. SHUTTER WAN. 2. FOR NEW W000 FR M( CONSTRUCTION: WOOD MOuBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL /1irrzINC.\ / 14•.1/4'1 S SILS. •6 a TLUT 7D7AMC a D0G V t#C 0000PA/1Y 41.0 0 it Jot SL. ¢ 717. N10.0I (001:10ii FLOWN J71.1 : (X271.71 - 15.10 . r..: (4271071 -1 s11 EH- 0006779 r4L7ER A. T=.LIT Jr, P. E FLORIDA Lk. / 44167 II II II 11 II u Si£ SCllbtl.E row 1b. St3iLeArnV 70 GASS OF Exa7D4C ••••• OR S a a / 14 • 2/4" S SS.xs • a' a c r • r r 1/8" Nun. ANGLE Cont. (600.7 -m ALLDr IrVI ANA I • aC0 FEIW.E PAMZ • AN lE w/ l 7/r lit PO 7RATION • 6' a c =LW & FLOOR YOU2ITTNC INSTALLATION — SKf.TION Bi saw ! /4• — t• A55A / RLTJ0ENTL4L BERTHA ACCORDION SHUTTER OM! SECURITY SOLUTIONS (Ass4 / 764) 934 K OMQAWN AVE ELw1URST.. 60726 DAN • 4' • I/2 Z) S (lit) w Site T i.i 1 'LONG LAC SOaolS ro EAOI RAFTER 0R MSS. =PATE SCNCIAS AT eao•CTH OF UE7P •OLIO YOleOt (2 lit /•OINK ..71H) w/ 2 Tat PO C714A K !Orr £ SS x3 168[.27 +l i' WIC TIP. TOP (112E7hOR / /7 LONG :4 I- 1P a 80 =Al ) a 80T7OY (N7ERAR / 70 r 3/4' S S S At S • 72' a Ca Z 6' W000 I @EDT MOD/MO (!W axon ALLO.!D) Approved as complying with the Florida Buiding Code Date • • / •..2 NORM t►�1Z ifS!r• t Miami Dille P nct By bian' f G )A7• / MIAMI —O.4DE COUNTY AS SHOWY SCALE' 4/12/02 047E 02 -260 DRAWING No SHEET 10 Of 10 0 NtEMs ARP Lit c� - D& 4 q_ 5"-S' j () P Product W L- ( Width t Height t tilt Fect 4 a a ,s _ _ 1 6 2 7 2 2 AS) ( (0 8 - -- /Z X go 4 4 9 z zSo / 10 7 72>< 2, 4 40 11 S S4... k 8 (0 2 22- 12 ) )A... 3 9 2 27- t PERMITTING LAYOUT SHEET Building Width Length 5'6" Peak roof height 0 1A Shutter Product Key A. Accordion 4" Blade B. Accordion 5" Blade C. 40 mm Roll -Up D. 55 mm Roll -Up • orm panel/bahama L < 11'0"<L < 12'3" 1.0 - '1( 0 .8 Chart # O 2 2_41 Roll -Up Shutters A =10ft < A<20ft A<50ft Chart # E. Bahama F. Colonial G..040 or .050 Aluminum Panel H. 24 Gauge Galvanized Steel Panel • AT-HOME SIRVICIS ; - - - - -- Quanta!' Manufacturing. lnc. 3526 NW 10 Avenue Oakland Parr FL 33309 FL Licl1 CBCO59257 Customer L.bt-( o Address 3 N E 91 S i Folio # I I - 32a( -o I - ZC,I 0 Date j/ I (,02 Drawn By 1 P Color C Sheet # ( of •. • •: • ,. • A •; • ' _. : •• • •• • - BASIC KIND SPEED = 146 mph CATEGORY I BUILDINGS (I =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * BASIC WINO SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) waifs 1.) 065 CERTIFIED SIGNED AND SEALED WINO LOAD SCHEPA& PREPARED BY 7765 ENGINEER, BASED ON ASCE 7 -98. SECTION 6 STANDARD. FOR A BASIC NNO SPEED OF I 46 MPH, AND APPLICABLE IMPORTANCE FACTORS a EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA AKIN 'DR A SITE SPECIFIC PROJECT. 2.) THIS WIwo LOAD SCHEDULE MUST BE SIGNED. SEALED AND LL47E0 8Y THIS ENCINEER IF USED 7D OBTAIN A ONE 1104E BUILDING PERORT .1.) CONTRACTOR OR PERMIT HOLDER FO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND L OAD SCHEDULE. 4.) 7•75 WINO LOAD SCHEDULE SHALL BE CONSIDERED WALIO 6 ALIL (L.o., WGHUGNTED, MARKED, CIRCLED, ETC.) BY ANY WEA1N5 5.) DESIGN WIND LOADS SELECTED 81' THE CONTRACTOR OR PERMIT HOLDER (ROM 77415 WIND L040 SCJIEDULE 5)4(1 B£ INDICATED OW A SEPARA DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART ETC.). /11 L y � tr T[STRND t ENGINEERING ONHM AN/ <� - a it v. Jex A, A 217. Md. 040,0a A. JTI•e •..".__`_�� E8- 0006779 { WALTER A N_LIT Jr. P E F � 1 ! J • l�, ' u ' A , FLORIDA LOG. 1 44167 * L0047ED PRESSCNES CORRESPOND /V 771E MAMMY ETD ZONE MD ARMOR ZONE CONDITIONS AND FOR ALL ROOF SLOPE'S * * L - STORY PANEL LENGTH. ACCORDION SHUTTER MADE LENGTH 0R BMNMA SM/TIER HUG O.. * ** PRODUCTS WHICH BEAR A LMW -DADS COUNTY. BRONM/D COUNTY PRODUCT APPROVAL * SCHEDULES VALID FOR ANY CITY IN MIAMI -DADE COUNTY EXCEPT FOR CITY OF MIAMI BEACH, SURFSIDE, BAL HARBOUR, SUNNY ISLES, GOLDEN BEACH, AVENTURA AND NORTH MIAMI BEACH. _BUILDING SCHEMATIC R � N A 2001 FLORIDA BUILDING CODE - MIAMI -DADE COUNTY* ASCE 7 -98 / WIND LOAD SCHEDULES STORM PANELS. ACCORDION & BAHAMA SHUTTERS WIND LOAD SCHEDULE BASIC WIND SPEED - 746 mp8 EXPOSURE C. KO - 0.65 O,R eIR r eMILIANA a. AS 9404414 SCALE 4/8/02 OAR 02 -247 DRAWING No 51417 I Of I DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH BORNE OEBR/ BY MEAN OF IMPACT RESISTANT CLASS OR ADEQUATE HURRICANE OF POSITIVE OR NEGATIVE OPENINGS ARE SURROUNDED BY ARE PROTECTED AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING. AND WHICH 117M0 BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE OF POSITIVE OR NEGATIVE OPENINGS ARE SURROUNDED BY ARE NOT PROTECTED AGAINST SHUTTERS * ** SHUTTERS. * ** PEAK ROOF H E I G H T (N) L'- EQUAL OR LESS THAN 5' -6' . . - . _ _ • __ _ _____ /0971Yf AWN( L. GREATER THAN 5' -6' AND LESS OR EQUAL THAN I /' -O" _._ -__. _ __.._ __ -__ POSITIVE NEW MT L" GREATER THAN II' -O" AND LISS OR EQUAL THAN 12' -.r L" EQUAL OR 1135 THAN J' -6' L" GREATER THAN 5' -6" AND LESS OR EQUAL THAN 11 -0" ___ __ -- _..__ ___._. __ _ POSITIVE MAITRE L-' GREATER THAN I?'-O' AND LESS OR EQUAL THAN 12' -J" __ _. _ --__ __ _____- _ _____ __.__..___-- POSMW MLAT/VE _._______ - POWAY AIDAVW - .____,_ _ ___ P067T1YE AMA VW 0' - 15' > 75' - 20' > 20' - 25' 46.5 62.2 44.1 57.0 41.1 50.9 61.0 76.8 5_8.6 71.6 55.7 65.4 59.1 69.5 49.4 66.1 46.8 60.6 4J.7 54.1 _ 64.8 81.6 y 62.3 76.0 51.7 69.3 49.1 63.5 45.8 56.7 68.0 85.5 65.J 79.7 62.0 72.9 > 25' - 30' > .10 - 4O' - 53.8 7 2.0 - 51.0 66.0 47.5 58,9 70.6 88.8 678 82.8 64.4 75.7 57.1 76.5 54.2 70.1 50.5 62.5 75.0 94.4 72.7 88.0 68.4 80.5 > 40' - 50' 59.9 80.2 56.8 73.5 52.9 65.6 78.6 98.9 75.5 92.2 71.7 84.3 > 50' - 60' 61.2 83.3 59,0 j 76.J 55.0 68.1 81.7 102.8 78.5 95.8 74.5 87.6 •. • •: • ,. • A •; • ' _. : •• • •• • - BASIC KIND SPEED = 146 mph CATEGORY I BUILDINGS (I =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * BASIC WINO SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) waifs 1.) 065 CERTIFIED SIGNED AND SEALED WINO LOAD SCHEPA& PREPARED BY 7765 ENGINEER, BASED ON ASCE 7 -98. SECTION 6 STANDARD. FOR A BASIC NNO SPEED OF I 46 MPH, AND APPLICABLE IMPORTANCE FACTORS a EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA AKIN 'DR A SITE SPECIFIC PROJECT. 2.) THIS WIwo LOAD SCHEDULE MUST BE SIGNED. SEALED AND LL47E0 8Y THIS ENCINEER IF USED 7D OBTAIN A ONE 1104E BUILDING PERORT .1.) CONTRACTOR OR PERMIT HOLDER FO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND L OAD SCHEDULE. 4.) 7•75 WINO LOAD SCHEDULE SHALL BE CONSIDERED WALIO 6 ALIL (L.o., WGHUGNTED, MARKED, CIRCLED, ETC.) BY ANY WEA1N5 5.) DESIGN WIND LOADS SELECTED 81' THE CONTRACTOR OR PERMIT HOLDER (ROM 77415 WIND L040 SCJIEDULE 5)4(1 B£ INDICATED OW A SEPARA DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART ETC.). /11 L y � tr T[STRND t ENGINEERING ONHM AN/ <� - a it v. Jex A, A 217. Md. 040,0a A. JTI•e •..".__`_�� E8- 0006779 { WALTER A N_LIT Jr. P E F � 1 ! J • l�, ' u ' A , FLORIDA LOG. 1 44167 * L0047ED PRESSCNES CORRESPOND /V 771E MAMMY ETD ZONE MD ARMOR ZONE CONDITIONS AND FOR ALL ROOF SLOPE'S * * L - STORY PANEL LENGTH. ACCORDION SHUTTER MADE LENGTH 0R BMNMA SM/TIER HUG O.. * ** PRODUCTS WHICH BEAR A LMW -DADS COUNTY. BRONM/D COUNTY PRODUCT APPROVAL * SCHEDULES VALID FOR ANY CITY IN MIAMI -DADE COUNTY EXCEPT FOR CITY OF MIAMI BEACH, SURFSIDE, BAL HARBOUR, SUNNY ISLES, GOLDEN BEACH, AVENTURA AND NORTH MIAMI BEACH. _BUILDING SCHEMATIC R � N A 2001 FLORIDA BUILDING CODE - MIAMI -DADE COUNTY* ASCE 7 -98 / WIND LOAD SCHEDULES STORM PANELS. ACCORDION & BAHAMA SHUTTERS WIND LOAD SCHEDULE BASIC WIND SPEED - 746 mp8 EXPOSURE C. KO - 0.65 O,R eIR r eMILIANA a. AS 9404414 SCALE 4/8/02 OAR 02 -247 DRAWING No 51417 I Of I DESIGN LOADS /NOCATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSS/T1VE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED 747TH /N THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND BORNE DEBRA BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARF NOT PROTECTED AGAINST WIND BORNE DEBRA BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** PFi1K ROOF HEIGHT (h) W EQUAL OR LESS MAN ! I' -0" Lw GREATER THAN 11' -0' AM LEST OR EQUAL MAN 12' -J• LESS °• L EOLAL OR LESS THAN 11.-0- L.. GREATER IMAM 11'-0" AND LESS OR EQUAL THAN 12' -J" POSITIVE AMITE PO 77W AMOK POSITIVE HEWN( POSITIVE 1 N!T"AINE > 60' - 70' 58.8 107.8 53.5 92.7 79.0 128.0 73.6 112.9 > 70' - 80' > 80' - 90' 60.5 110.9 55.0 95.4 81.2 131.6 75.7 116. 1 62.0 113.7 56.4 97.8 83.3 134.9 77.6 119.0 > 90' - 100' 6J.4 116.2 57.6 100.0 85.7 138.0 79.4 121.7 > 100' - 120 65.9 120.8 59.9 103.9 88.5 143.4 82.5 126.4 5 120' - 140' > 740 - 150 68.1 124.8 61.9 107.3 91.4 148.1 85.2 130.6 70.0 128.3 63.6' 110.3 94.0 152.3 87.6 134.3 > 760' - 180' 71.8 131.5 65.2 { 713.1 96.J 156.1 89.8 137.7 > 180' - 200 l 73.4 134.5 66.7 i 115. 7 98.5 159.6 91.8 140.8 i 76.9 141.0 69.9 121.2 103.2 167.3 96.2 147.6 79.9 146.5 72.6 126.0 107.3 173.9 100.0 153.3 82.5 151.3 75.0 130.1 110.8 179.6 103.3 158.4 84.9 155.6 870 159.5 77.2 133.8 7 14.0 184.7 106.3 162.9 79.1 137.2 716.8 189.3 108.9 167.0 89.0 163.1 - -- 80.9 - -� 140.J 119.5 193.6 7117.4 170.7 •. • •: • ,. • A •; • ' _. : •• • •• • - BASIC KIND SPEED = 146 mph CATEGORY I BUILDINGS (I =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * BASIC WINO SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) waifs 1.) 065 CERTIFIED SIGNED AND SEALED WINO LOAD SCHEPA& PREPARED BY 7765 ENGINEER, BASED ON ASCE 7 -98. SECTION 6 STANDARD. FOR A BASIC NNO SPEED OF I 46 MPH, AND APPLICABLE IMPORTANCE FACTORS a EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA AKIN 'DR A SITE SPECIFIC PROJECT. 2.) THIS WIwo LOAD SCHEDULE MUST BE SIGNED. SEALED AND LL47E0 8Y THIS ENCINEER IF USED 7D OBTAIN A ONE 1104E BUILDING PERORT .1.) CONTRACTOR OR PERMIT HOLDER FO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND L OAD SCHEDULE. 4.) 7•75 WINO LOAD SCHEDULE SHALL BE CONSIDERED WALIO 6 ALIL (L.o., WGHUGNTED, MARKED, CIRCLED, ETC.) BY ANY WEA1N5 5.) DESIGN WIND LOADS SELECTED 81' THE CONTRACTOR OR PERMIT HOLDER (ROM 77415 WIND L040 SCJIEDULE 5)4(1 B£ INDICATED OW A SEPARA DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART ETC.). /11 L y � tr T[STRND t ENGINEERING ONHM AN/ <� - a it v. Jex A, A 217. Md. 040,0a A. JTI•e •..".__`_�� E8- 0006779 { WALTER A N_LIT Jr. P E F � 1 ! J • l�, ' u ' A , FLORIDA LOG. 1 44167 * L0047ED PRESSCNES CORRESPOND /V 771E MAMMY ETD ZONE MD ARMOR ZONE CONDITIONS AND FOR ALL ROOF SLOPE'S * * L - STORY PANEL LENGTH. ACCORDION SHUTTER MADE LENGTH 0R BMNMA SM/TIER HUG O.. * ** PRODUCTS WHICH BEAR A LMW -DADS COUNTY. BRONM/D COUNTY PRODUCT APPROVAL * SCHEDULES VALID FOR ANY CITY IN MIAMI -DADE COUNTY EXCEPT FOR CITY OF MIAMI BEACH, SURFSIDE, BAL HARBOUR, SUNNY ISLES, GOLDEN BEACH, AVENTURA AND NORTH MIAMI BEACH. _BUILDING SCHEMATIC R � N A 2001 FLORIDA BUILDING CODE - MIAMI -DADE COUNTY* ASCE 7 -98 / WIND LOAD SCHEDULES STORM PANELS. ACCORDION & BAHAMA SHUTTERS WIND LOAD SCHEDULE BASIC WIND SPEED - 746 mp8 EXPOSURE C. KO - 0.65 O,R eIR r eMILIANA a. AS 9404414 SCALE 4/8/02 OAR 02 -247 DRAWING No 51417 I Of I BUIEDrNd CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) QMI Security Solutions 933 N. Oaklawn Avenue Elmhurst, 11 60126 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matenaIs. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed b■ the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dad• County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the nght to have this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right - .to this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved. as described herein, and has been designed to comply with the High Velocity Humcane Zone of the Florida Building Code. DESCRIPTION: ASSA / Aluminum Residential Bertha Accordion Shutter APPROVAL DOCUMENT: Drawing No. 02 -260, titled " ASSA/Residential Bertha Accordion Shuner sheen 1 through 10 of 10, prepared by Tilteco, Inc., dated April 12, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade Count) Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 'LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDfNG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 NOA No 02- 0429.08 Expiration Date: 05/10/2007 Approval Date: 05/10/2002 Page 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. �` ✓ 3r� d (p ✓ ()� �� / STATE OF FLORIDA: COUNTY OF DADE: 02R6523 1. 1 2002 OCT 22 11:03 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 a d street addr ss: 13 1 4/z 17 94' 2. Description of improvement: /I !f/t/t/C/p41 6 Sid/ e45 3. Owner(s) name and address: 4,414/G 46 ij3ey q-7 S1'. 4i, c'' $ f4/ 33i3l Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ( _i_ 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: STATE OF FLORIDA, COUNTY OF DADE I HEREBY CEP T!FY that Mrs rs + tr ccp of the Amount of bond $ 1riginal tr rn this o.L ce on day 6. Lender's name and address: A D 20 / /TlvESJ my rf. llU ll 1 otdr. -IARVEY RUVIN, /ircuit and County Courts By 7. Persons within the State of Florida designated by Owner upon notic:�3•n• j s may be serve . oTvided 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 Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat= 's specified) • Notary Public I Print Notary's Name ` My Commission Expires ' ��AL,tti 4 ' , .r o ,,, S'. ature of •: er Print Owner's Name Prepared by p ► ''J LE'S0 � Sworn to and subscribed , 20 G7! COMMISSION # DD 039529 EXPIRES: July 5, 2005 Bonded Thar Notary Public Undefwrlrere ' Address: SS A-) to P.,>il . -4132,9 r-+ 0 Date Bonding Company PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 07- Job Addresses N 7 C Tax Folio / ,' Q o / 4/026/ U Legal Description (Pi 5 /' /8 Chi /9 Owner/Lessee / Tenant / X 4A/cx Owner's Address e33 9 A.)6-c 9 5 Y, m JJ/ , r4DAc tel 33 13 Phone 505 ?5 - / (.7 3 Contracting Co. /in tireLb Address 95'O An! S i o Rio h . 17,41 /4d b At Ic P1 3: o 9 Qualifier /,1J /' I1;; M _ bE(16-ipT ss# / - Phone "605 - '351-4 SqJ state # 6C 0,5 O 3 Municipal # Competency # Ins. Co. Ke CDERAG& Talc Archit c Engineer z f IAROf a co PP. Address /,, ?3 5 5. W • n Au • ANA 33) ?y Address Mortgagor Address Permit Type (circle one): UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION : /,/q/t'ft � A7' /7 Square Ft. 41 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. and/or ondo President Date Notary as to Owner and/or Condo President Date My Cornmissipxpu u . - % � el. CUKn$ — -E=. . - Wolo y Public - State of Florida Commission fires Apr 18, 2004 [Commission # CC929384 •- — FEES: PERMIT o RADON C.C.F. Historically Designated: Yes No K Master Permit # hPaPC(2:a • / 1 /2 Estimated Cost (valuA 7 00 Signature of ontractor or Owner - Builder Date / 3 Notary as to Contractors -e� caner Buikle -- NOieRif Public - eii Commission Y240103 Commis =Ion My Commission Exp. O NOTARY ) BOND Pl TOTAL DUE( APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering FRANK LU BIEN 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Dear City Official, Sincerely, Terry D. w Vice Pr sident 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form We are the Dade County Notice of Acceptance holder for the following products: Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0220.05. Polycarbonate Window glazing under # 00- 0609.05 This letter authorizes Emilio Cuzan or William DeVore to use any of the following: Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0220.05. Polycarbonate Window glazing under # 00- 0609.05 on the following job: I Job Owner's Name: 1 Y (� 1�f C. y L. A G- Q Job Address: Q ! q 0. E. q I. Sr. -M . 10, M S }-to R F ). 3 313 8 Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 \t1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: BP2002 -1417 Printed: 8/13/2002 Applicant: NANCY LAGO Owner: LAGO NANCY JOB ADDRESS: 839 NE 97 ST Contractor ROLLADEN INC Local Phone: 954 - 454 -4220 Parcel # 1132060142610 Permit Status: Approved Permit Expiration: Work: HURRICANE SHUTTERS Signed: .—X - Signed: Building Permit 2/9/2003 Contractor's Address: 550 ANSIN BLVD Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOTS 17 - 18 & W1/2 OF LOT 19 BLK Fees: Description Amount FEE2002 -4523 Building Permit Application Fee $60.00 FEE2002 -4524 CCF $1.20 Total Fees: $61.20 Total Fees: $61.20 Total Receipts: $0.00 Construction Value: $1,747.00 Page 1 of 1 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: 1 - 2 'CHRISTOPHER R. CURTIS OR = • ANNA D. CURTIS PERMIT ACCT 7081 PARK ST. PH 954-993-6181 HOLLYWOOD, FL 33024-3851 Pay to the Order of Bank of America. ACH FUT 063100277 For c7TR 1:06 300004 ?I: 0036 25E475Mo Date 3161 63-4/630 FL 16 $ 3 .. • liars 8 • • Bank of America Advantage 3 6 BLUE SHEFFIELD • `Florida Storm Panels 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under number 96- 0701.02. This letter authorizes R.B.S. ENTERPRISES to use our 20ga.panels under number 96- 0701.02 to be used at the following job: _ • • . — - • - ■ - U _ la • • — Sincerely, Victor V. Cruz President Enriqu&Revil a or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. GRAS. OrldelPRISUS. MC. P.CQ?. QiS • . OWS W INI MAWS. Vb smog (5202410 -0 PROM MOM Z yv nef Oioe 't G // 9 i l , a el v Al , u ✓ 7 d- 7 �- 6 6 �i RA S. Rh IW. MC. P.®. 1I • • 900.2 BMW SPRINC4S, tars spa • • Qs®gjesso06 6,4 P 4« 7 MUM; 4-470 n e st h'w C e !?Mn 6/4111 _ Cltv.9 0 MIAMI -D® PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0105.03 Expires:01 /04/2000 Approved:02 /05/1999 Internet mail address: postmastero @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 20 Ga. Galvanized Steel Storm Panel 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 Hontepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No. : 99- 0105.03 APPROVED FEB 0 5 1959 EXPIRES : January' 4, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 96- 0701.02, which was issued on April 10, 1997. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95 -498, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 18, 1995, last revision #2 dated February 26, 1997, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps both with the Notice of Acceptance numbers and approval dates 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 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I- ar Helmy A. M ar, P. E. - Product Control Examiner Product Control Division 2 of 3 Florida Storm Panels, Inc. ACCEPTANCE No. : APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0105.03 FEB 05 EXPIRES : January 4, 2000 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 3 of 3 Helmy A. Dakar, P.E. - Product Control Examiner Product Control Division • SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE 02/27/97 12:39 CONT. ` — EXISTING STRUCTURE ANGLE TO WALL DETAIL SCALE : 3" . V -0" ANGLE TO WALL DETAIL ' XI ST RU C TURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM WALL MOUNT SECTION WOOD FRAMING TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM W000 FRAMING OZ O RO3 O WALL MOUNT SECTION D SCALE : 3" . V -0" 1/4 MAX. 1/4 -20 MACHINE BOLT L WINONUT Q6 6 -1/4 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL 1/4 MAX. ' x L' x .125 OR 1/4 -20 MACHINE BOLT L ..125 AL. & WINGNUT 6 -1 /L 0.C. OR TUBE OR 2 x 6 12-1/2 0.C. USE STORM P.T. W000 PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE A GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR ©CONT. 0 4 SNCAR FAENER (SCE AT NCHSTOR SCHEDULE) TYP. TOP L BOTTOM EDGE 01ST. . 1/ 4 S.S. LAG LAG SCREW W/ 1 - PENETRA INTO WOOD 2 - 1 /L x 4 -1/2 S.S. LAG SCREW 24- O.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP CR BOTTOM OF PANELS. NOTE USE OF THIS DETAIL IS LIMITED TO = 72 PSF. EXISTING STRUCTURE 1/4 MAX. 1/4 - 20 MACHINE BOLT L WINGNUT Lm 6 -1/4 O.C. OR 12 -1/2- O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) — EXISTING STRUCTURE EDGE DIST. O B CEILING /INSIDE MOUNT SECTION SCALE : 3" = V -0" O E WALL MOUNT SECTION (BOTTOM) SCALE: 3" . 1' -0 EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/4 O.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPAC)NG (SEE TABLE 1) EXISTING WOOD STRUCTURE — EXISTING STRUCTURE GLASS OR DOOR EMBED. 1 GLASS F OR DOOR 1 11 u SEE MIN ► / J SEPARATION FROM GLASS - ▪ < SCHEDULE 1 a a. SCALE 3" . 1' - 0" TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. ANCHORS CD 6 -1/4 O.C. MIN. OR 12 -1/2 0.[. WHERE ANCHOR SCHEDULE PERMITS. 00 NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP, TOP L BOTTOM). (DIRECT MOUNT) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM S VI Z WALL MOUNT SECTION DIRECTION 1/4 -20 MACHINE BOLT & WINGNUT gb 12 0.C. TYP. TOP & BOTTOM . SIDE CLOSURE REQ'O. (SEE PLAN VIEW) OR © 1/4 MAX. 1/4 -20 MACHINE BOLT O & WINGNUT ab 6 -1/4 O.C. OR 12 -1/2" O.C. USE STORM OPTIONAL LEG PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" PRODUCT RENEWED G '3 10 ACCEPTANCE .10. C I I � f EXPIRATION DATE Cl/CZ Z B .0 / 4. ,t/!,L, t/—'\.,__ ' PRODUC . ON TROL DIVISION fe BUILDING CODE COMPLIANCE OFFIC'g APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : � • I L 10 10 BY Adie PRODUCT CI TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6 - 0761.6 a U C W Vf " W � j .15 8 O a V) 4 LA A y y y ad Z 3 U W z Z 8 A C 0 > v L dote ci c I • w < i w • Al r . G ri< z J - J p^.O = r < J o ZZ • N • I V • • - 7C ^ w w . a 4 I g • ^ . : : :If • 2 2 181 LJ Z N J s LU to u+ Z > Q Q m CL ..j0 O LL 0 N O CC • I O Zom 1- .o (/) < ut a ° < mo 0 Q 0 -J LL 0 2 U 0 z 2 O: 2 W E S 0 V 2 0 NI FL Llc nee - 0. PE0r�9: onset 2 of L / V.J. KNEZEVICH PROFESSi0yA1 E INEER aa: 2 7 1997 drawn by . l Af NOT20 00 i deo-an by l[cnechad br drawIng no. 95 -498 s FROM GLASS SCHEDULE CCON SEE ANCHOR SCHEDULE EXISTING STRUCTURE O G SOFFIT MOUNT DETAIL SCALE : 3" 1'_0" 02/27/97 12:40 F ANGLE MAY VARY 1/4 MAX. 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/4" O.C. OR 12 -I /2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 2 x WOOD DECKING WOOD JOIST 1/4 -20 S.S. BOLTS L WNGNUTS MIDPOINT OF PANEL SPAN OR Sr O.C. MAX. )TYP) 2" x 2 x .125 MIN. COW. 3105 -HU. OR 6063 -T6 ALUMNUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ALT. CORNER DETAIL SCALE. 3 - V-0 THREE 1/4 - 0 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER p 24 O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES *24" O.C. MAX. . 5 EXISTING STRUCTURE— ALT. BUILD —OUT MOUNT SECTION SCALE :1" -0" 1 12 -1/2" EQ.'4. 1 6 -1 /4 6 -1/4" 1 1/4 -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE I 1 -1/2" 1' -0 PRODUCT RENEWED EXISTING W0013. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) 1/4 -20 MACHINE BOLT 3. WINGNUT LA 6 -1/4" O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR SCHEDULE) ACCEPTANCE Nu. Cl C i — �' )0 O . c� 3 E;CPIRATION,DATE G I � o (L / t , o L1 PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFF' ?Ca E 1/4 -20 MACHINE BOLT & NUT Q021" O.C. (TYP. TOP & BOTTOM) 1/4 MAX. 3/8 HOLE FOR FASTENING PANEL x 1-1/2 AL. STUD ANGLE EXISTING STRUCTURE � - 8" x 3 x 1 /�" x T- 1 -1/2" ALUMNUM ANGLE TENSION FASTENER (SEE ANCHOR SCHEDULE) )° SCALE : 1 -1/2" • 1' -0 O as 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL TENSION PASTENER (SEE ANCHOR 5 HEDULE)— NEW STRUCTURE SCALE : 3" a V -0 SEE MIN. SEPARATION FROM GLASS SCHEDULE OPTIONAL HANDLE LOCATION "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0 1/4 -20 MACHINE 130LT i WINGNUT 0 6 -1/4" 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O 1/4 -20 MACHINE BOLT L WINGNUT tp 6 -1/4" 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) pe IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F" TRACK 3/ 4" 1_1/ SCALE : N.T.S. ALUM. OR GALV. STEEL SPACERS AS RCO'D TENSION FASTENER (SEE ANCHOR SCHEDULE) 1 MBEO • (TYP) 0 0 0 W PUNCH HOLES IN AOJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS PROM THE INSIDE. (MAY SE 1 OR 2 PANELS WIDE) OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) t• SEE MIN. SEPARATION FROM GLASS SCHEDULE ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 8 x 3 x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4 "0' RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. 0 5" O.C. OR 1/4"0 RAWL STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE 8" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 - 20 MACHINE DOLT 1 WINGNUT 0 6 -1/4" 0.C. OR 1 2 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING T STUDS SPACING (SEE TABLE 1) T YP, TOP & BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK ALUM. OR GALV. STEEL SPACERS AS REQ'D TENSION FASTENER (SEE ANCHOR SCHEDULE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I ; L )4t. I0 61-) BY U PRODUCT COIOL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO C3 ,) - (7-7 () I • Z J W Z 4 0- F CC 0 N- U) J Lu W 1- U) 0 N _ 2 4 J 4 L7 4 0 oral• AI NOTED do•Ign by v. 4N 4 W 1A >In < M • J O '0 LL 0 N 0 Q A Y 1i1 2 0 lA J a moo= tammisiami (chocked by( 1 v.of droving no. 95 -498 onset 3 of 4 revn by 1 00 I i — H s FROM GLASS SCHEDULE CCON SEE ANCHOR SCHEDULE EXISTING STRUCTURE O G SOFFIT MOUNT DETAIL SCALE : 3" 1'_0" 02/27/97 12:40 F ANGLE MAY VARY 1/4 MAX. 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/4" O.C. OR 12 -I /2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 2 x WOOD DECKING WOOD JOIST 1/4 -20 S.S. BOLTS L WNGNUTS MIDPOINT OF PANEL SPAN OR Sr O.C. MAX. )TYP) 2" x 2 x .125 MIN. COW. 3105 -HU. OR 6063 -T6 ALUMNUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ALT. CORNER DETAIL SCALE. 3 - V-0 THREE 1/4 - 0 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1- MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER p 24 O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES *24" O.C. MAX. . 5 EXISTING STRUCTURE— ALT. BUILD —OUT MOUNT SECTION SCALE :1" -0" 1 12 -1/2" EQ.'4. 1 6 -1 /4 6 -1/4" 1 1/4 -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE I 1 -1/2" 1' -0 PRODUCT RENEWED EXISTING W0013. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) 1/4 -20 MACHINE BOLT 3. WINGNUT LA 6 -1/4" O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR SCHEDULE) ACCEPTANCE Nu. Cl C i — �' )0 O . c� 3 E;CPIRATION,DATE G I � o (L / t , o L1 PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFF' ?Ca E 1/4 -20 MACHINE BOLT & NUT Q021" O.C. (TYP. TOP & BOTTOM) 1/4 MAX. 3/8 HOLE FOR FASTENING PANEL x 1-1/2 AL. STUD ANGLE EXISTING STRUCTURE � - 8" x 3 x 1 /�" x T- 1 -1/2" ALUMNUM ANGLE TENSION FASTENER (SEE ANCHOR SCHEDULE) )° SCALE : 1 -1/2" • 1' -0 O as 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL TENSION PASTENER (SEE ANCHOR 5 HEDULE)— NEW STRUCTURE SCALE : 3" a V -0 SEE MIN. SEPARATION FROM GLASS SCHEDULE OPTIONAL HANDLE LOCATION "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0 1/4 -20 MACHINE 130LT i WINGNUT 0 6 -1/4" 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O 1/4 -20 MACHINE BOLT L WINGNUT tp 6 -1/4" 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) pe IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F" TRACK 3/ 4" 1_1/ SCALE : N.T.S. ALUM. OR GALV. STEEL SPACERS AS RCO'D TENSION FASTENER (SEE ANCHOR SCHEDULE) 1 MBEO • (TYP) 0 0 0 W PUNCH HOLES IN AOJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS PROM THE INSIDE. (MAY SE 1 OR 2 PANELS WIDE) OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) t• SEE MIN. SEPARATION FROM GLASS SCHEDULE ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 8 x 3 x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4 "0' RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. 0 5" O.C. OR 1/4"0 RAWL STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE 8" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 - 20 MACHINE DOLT 1 WINGNUT 0 6 -1/4" 0.C. OR 1 2 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING T STUDS SPACING (SEE TABLE 1) T YP, TOP & BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK ALUM. OR GALV. STEEL SPACERS AS REQ'D TENSION FASTENER (SEE ANCHOR SCHEDULE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I ; L )4t. I0 61-) BY U PRODUCT COIOL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO C3 ,) - (7-7 () I • Z J W Z 4 0- F CC 0 N- U) J Lu W 1- U) 0 N _ 2 4 J 4 L7 4 0 oral• AI NOTED do•Ign by v. 4N 4 W 1A >In < M • J O '0 LL 0 N 0 Q A Y 1i1 2 0 lA J a moo= tammisiami (chocked by( 1 v.of droving no. 95 -498 onset 3 of 4 revn by 1 00 I STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W DWI W/ BOLTS L /OR BARS AT MIDSPAN ANCHOR SCHELJULE TI „ s«EAR ` FOR STUDDED ANGLES, 'F' TRACKS W/ STUDS p 6-1 /4" O.C. L DIRECT MOUNTS W/ ANCHORS 6 -1/4' 0.C. MAX. TOP L BOTTOM FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE MAX. PANEL LENGTH (L) FT. MAX. PANEL LENGTH (L) FT. 5' -7" MAX B' -5" MAX. 11' -0' MAX. 5' -7" MAX 8' -S" MAX. 11' -0" MAX. 3000 MIN PSI CONCRETE 1 /4"0 RAWL NAIL -IN W/ 1-3/8" MIN. EMBEDMENT 72 6 6 6 6 , > ---- 6 .---' __ 6 _-.- ------ 6 -'-- 6 6 4 6 �� / t 6 3 5 N/ A 3 156 S 6 3 4 3 3 / N/ A N/A 6 b / 6 // _; 230 : N/A 3 6 -10 1/4 "m CALK -IN SIDEWALK BOLT (3/4"0 W/ 7/8` MIN. EMBEDMENT ,------,, 'JIE L 1/4 -20 HEAD) I 72 12 .5 12.5 12.5 8 72.5 6.25 12.5 12.5 12 .5 123 . 12.5 I 12.5 156 12.5 6.25 8 4 6.25 3 12.5 12 10 8 ::.../<r 230 8 L / 5 N/A / 4 N/A / 10 8 7 S / . 5 L 1/4 "m TAPCON W/ 1 -1/2" MIN. EMBEDMENT i111 111111111111111111111R11111111W- 72 12.5 12.5 to 11 8 / 12.5 12.5 tt 12.5 e 12 156 7 7 4 5 3 4 7 11 5 7 4„.„.______---;-- 230 4___ 5 N/A 3 N/A N/A 5 7 3 5 N/A ' 1 /4 "m ELCO FEMALE "PANELMATE" W/ 1/4 -20 TRUSS HEAD L WASHER W/ 1 -1/4" MIN. EMBEDMENT �r-�� -*- 72 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 156 12. 12.5 12.5 12.5 11 11 12.5 12.5 12.5 12.5 11.5 12.5 230 12.5 12.5 10 9 7 7 12.5 12.5 10 12.5 7 10 1 /4'm ELCO MALE "PANELMATE` W/ 1-1/4." MIN. EMBEDMENT an 72 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 156 12.5 12.5 12.5 12.5 11 11 12.5 12.5 12.5 12.5 17.5 1275 230 12.5 12.5 10 ,�� 7 12.5 12.5 v..2..0.-----12.5 7 10 HOLLOW CONCRETE BLOCK i /4`m RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 72 6 � c J� / 6 6 6 6 5 6 6 156 3 6 N/A L N/A 3 4 6 N/A N/A 4 C {_ ---? 230 N/A 4 1,=---74-;--A N/A N/A N/A 6 N/A - N/A SIDEWALK BOLT MEAD) W/ 7/8" MIN. EMBEDMENT �2 10 10 7 6.25 S 5 12.5 12.5 8 12.5 6.25 10 156 L 4 � ' 3 3 N/A N/A / 6 9 / 4 6 / 3 4 ' 230 3 3 N/A N/A N/A N/A L 6.25 N/A / N/A 3 1 /4"m TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1RIII W1IIhlWI1111U111T - 72 8 11 7 S 9 12.5 6 10 L B 156 3 / N/A N/A N/A L T N/A 4 N/A 230 N/A 3 N/A N/A N/A N/A N/A 5 N/A 3 N/A N/A OOOM 1/4 - 2 1 W000 LAG W/ 1 -1/2" MIN. EMBEDMENT 1 72 6 6 6 6 6 : 6 6 6 6 6 156 6 6 6 L 4 3 6 6 6 4 / ' .� 230 6 6 N/A L N/A 6 4 6 N/A 4 N/A 5/16`40 BRASS 1/4 -20 SIDEWALK MEAD) W/ r )!l W000 BUSHING 1 BOLT (3 /4"40 MIN. EMBEDMENT 11 11 11 72 6.25 6 6.25 6 .25 6.25 6.25 6.2 3 6.25 6 . 2 5 6.25 6.25 6.25 156 6'25 5 / 4 3 / 3 N/A / 6 S 4 3 N/A 230 L 3 N/A N/A N/A N/A 4 3 N/A N /A N/A N/A STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W DWI W/ BOLTS L /OR BARS AT MIDSPAN W/ BOLTS L /OR BARS AT MIDSPAN NO BOLTS OR BARS AT MIDSPAN FOR ALL MOUNTING CONDITIONS W/ STUDS ea 6 -1 /4 O.C. FOR STUDDED ANGLES, 'F' TRACKS W/ STUDS p 6-1 /4" O.C. L DIRECT MOUNTS W/ ANCHORS 6 -1/4' 0.C. MAX. TOP L BOTTOM FOR STUDDED ANGLE 'F' TRACKS W/ STUDS C 12 -1/2' 0.C. L DIRECT MOUNTS W/ ANCHORS Q 12 -1/2" O.C. MAX. MAX. PAN L L NGTH (FT -IN) MAX. • ANEL L N 11 IFT -IN) MAX. FAN L L N M L'T -IN) 30.0 11 -0 11 -0 2 -8 4.0.0 11 -0 11 -0 8 - 50.0 10 -6 10 - 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 - 8 80.0 8 -7 9 - 8 - 1 90.0 7 -8 9 -1 7 - 100.0 6 -10 8- 9 6 - 110.0 6- 3 8- 4 5- 10 120.0 5 - 9 7 -11 5 - 130.0 5 -3 7 -8 5 -0 140.0 4 - 11 7 -4 4 - 7 150.0 4 -7 7 -1 4 - 3 160.0 4 -3 6 -11 4 - 0 170.0 4 - 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 - 5 200.0 3 -5 5 -11 3 - 3 210.0 3- 3 5- B 3- 1 220.0 3 -2 5- 5 2 -11 230.0 3 -0 5 - 2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIW) (PSF) MAX. PANEL LENGTH (FT - NI MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE INCHES) BAR NO BAR NO BAR, NO OVERLAP FASTENERS ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/A 2 -7/8 50.0 5- 7 2-1/4. 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8- 6 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/A 3 I. 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/A 3 70.0 5- 7 2 -1 /4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8- 8 3. 3 3 -1/2 2 -1/4 9 -9 3 3 N/A 3 • • • 1. 02/27/97 12:42 ANCHOR NOTES. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. L. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR TRUSS MEAD DOLTS IPy • 60.000 P.S.I.). )1E SUITABLE FOR DIRECT MOUNT eh 6 -1/4" OR 12 -1/2' SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. N/A • 00 NOT USE ANCHOR. T A 3 L E 2 T A D L E 1 PRODUCT a RENEWED ACCEPTANCE No. - 0 / 05- f • (")3 EXPIRATION 01 /0 4-/ �o ‘24-1 By t! f � v �"� PRODUCT C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH .ORIDA BUILDING CODE DAT i P: • 19 BY IRRI �- PRODUCT CI or DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q 6 -(r l .0 Z V.J. KNE a CH PROFES • A NGINEER FL LI • n No, PEO' , '83, N C 0 fD 1_ scale a l Al NOTE (d•alpn by 1 ( Vac LJ z (n J LU z 0 0 0 D 0 J LL 7 199 (drawn by 00 .4 (chock•0 Dy t vac drawing no. 95 -498 •n••• L of 4 20 GA GALVANIZED STEEL STORM PANEL 1997 KNEZEVICH S. ASSOCIATES. INC. COPYRIGHT 1/4 HAX. .3:5" EXISTING S TRUCTURC 02/27/97 12;38 5.00 1.50 I f . 00 0CT HARKING LOCATION 7 5.00 PRODUCT MARKING 10P TIONAL LOCATION) I 1.50' 12.so- CovERAGE O 8 "F" TRACK SCALE NAL/. SIZE O WINGNUT SCALE HALF SIZE WIDTH UNLIMITED (PEAR. TO PANEL SPAN) SECTIONr 14.50 (141 OPTIONAL ^ma I 11 O STORM PANEL SCALE ; 3 - t•_0. 11.00 r -r 10 STANDARD CHANNEL SCALE : HALF SIZE I k1 6 -1 /1.' (TYP L TYPICAL ELEVATION 3.500 TOP MOUNT (810R DIRECT MOUNT PLAN VIEW 1"x r TUBE L FASTENERS) (SEE PLAN VIEW 1. NOTE 51 REINFORCING BAR W/ FASTENERS AT MIOSPAN. •'F" TRACK. STUDDED ANGLE. W/ STUDS LE) 5 -1 /4 O.C. AND DIRECT MOUNTS W/ ANCHORS 6 -t /L" O.C. t.ao °; OPTIONAL LEG DIRECTION BOTTOM MCUNT `71181 uN O■PrCT MOUNT •• EXISTING STRUCTURE 16 GAGE GALV. STEEL GRACE 0 16 GAGE GALV. STEEL I GRADE ° - - OPTIONAL LEG DIRECTION 11 OVERLAP FASTENERS , TYP. ISEE NOTE • 3) --- T :6 GAGE GALV. STEEL NGLE CLOSURE PIECE. 1'• 2 MIN. TO • 3 MAX. TENSION FASTENER Q I : O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 12 OI 2.000 of r 062' r TYPI .375 1.750 2.000 "h" HEADER SCALE 1 3 • 1• -0 5.00 SOFFIT CHANNEL SCALE HALF SIZE 1.00" IL. GAGE GALV. STEEL 5.00 MAX. CLOSURE SCALE : 3 - 1' -0•• WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 0 �� f - ) /4 -:0 x 3 - 1/2 3CLT WITH li. OPTIONAL- / WASHERED'.•/INGNUTS ) �P I: -I /: 0.C. (TYPI i 1 1 1 /L' MAX 6 -1/4 (TYPI TYPICAL ELEVATION FOR INST ALLA T1071 W/ FASTENERS ._J MICS PA1I "F" TRACK. STUDDED ANGLE. W/ STL'CS i O S -t /L° O.C. AND CIRECT MOUNTS '4/ ANCHORS L'5 6 -1 /L" O.C. - E:<ISTINO STRUCTURE 0 w 1 0 • OI FASTENERS ISEE PLAN VIEW L NOTE 3) °I O o .050 - TOP MOUNT / (8) OR DIRECT MOUNT BOTTOM MCUIIT • (7`(81 OR DIRECT MOUNT PLAN VI:w SCALd 1-11.7" • _.)- 1, /32'm 17 2.000 2.062" .250 I 1.750 - 1.987' 5/0••• -1 I 0.1 I TI .938" GALV. STEEL GRACE 0 OR ALUM. t . MIN .087, 13 KEYHOLE WASHER SCALE • HALF SIZE - (14)1 . 1' • 16 GA STEEL rU■E TYP. (OPTIONAL) SL_ NOTE 1 1 TYPICAL ELEV... 71011 11). WIDTH UNL)MITED (PERP. TO PANEL SPAN) SECTI 1.00", 2.000 062" (1701 ,.750 I "U" HEADER O "h" HEADER 4 SCALE 3 . 1-° ? g tr ttNtwED ACCEPTANCE No. 9 - ` C 1 o5. c EXPIRATION DATE 0 I / / �' /too J By 1�� /4. // ' ILJ� ! HO S PROM: (�NTRflL D['1ISiCN THIS $MUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. CiFNFR L TE • BLILDLNG CODE COMPLIANCE OFFICE 1 ' °° i EE-16 GA. STEEL TUBE SCALE : HALF SIZE )TYP TYPICAL ELEVATION ■■ ) OPTIONAL 0 N 0 ^;) 14 GAGE GALV. STEEL ANGLE _LOSURE PIECE 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (I - .035 - ) CONFORHING TO ASTM ALL6. STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy - 46.7 KS). GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SMALL 8E 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 1:' OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. 5. ALL 80115 AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 KS). 6. MATERIAL SPECIFICATIONS NOTED rIEREIN ARE THE MANUFACTURER'S REPRESENTATION OP MATERIALS TO SE USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CON01T)ONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE PA STENEO AT OVERLAPS AT MIOSP AN TO A 1 • 1 • 16 GAGE STEEL TUBE USING 1/1-20 • 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHEREO WINGNUTS OR )ACKNUTS ISEE TYPICAL ELEVATION 1). PANELS NOT UTILIZING STEEL TUBE SHALL BE PASTENEO AT MIDSPAN W/ 1/4 -20 • 1- DOLTS '.11TH CIE CAST ALUMINUM WASHEREO w1NGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION (It) FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT REOUTAED. NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED POR TYPICAL ELEVATION CID. 9. THE DETAILS ANO SPECIFICATIONS SHOW)/ HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH 0A176 COUNTY PROTOCOLS PA 201,202. ANO 207. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -072 ANO No. 96 -009. 10. A WARNING NOTE SHALL DE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCNG BOLTS ANO /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED - . BOTTOM MOUNT 7 DIRECT MOUNT FOR IHSTALLA TIONS '4/ NC FASTENERS ;, MID:iP AN. ..P TRACKS. STUDDED ANGLES. '4/ STUDS LO 1: -1 / : O.C. AND DIRECT MOUNTS •.r/ ANCHOR'", _O 1 : -1/2 0.C. MAX. O ANGLE O SCALE.. 3 • V -0 FLORIDA STORM PANELS. INC. OPA LOCKA. FL OAOE COUNTY PRODUCT CONTROL APPROVED C.) ANGLE O S CALE . 3" • t• -0' I r,, ._ SHEAR FASTENER 4'1 t :- O /,/ / FOR JESIGN LOADS LESS THAN j / / OAEA TER R C ECUAL TO[SIGO 140 N PSF LOA ANO DS ! / 0 O C. THAN :40 PS?. E: <IS TING STaUCTLRE - .25 o ; 6063 -T6 ALUMINUM .= I Lim I 1.50' 5 MAX. 1 16 GAGE GALV. STEEL 2 ". 3 - . 4" OR S" � - .093 TYP. ANGLE SCALE 1 3 • t' -0 TYP. 1/4 S.S. STUO s_1 /4 O.C. STUDDED ANGLE SCALE 3 - 1' -0 APPROVED AS COtr1PLY:NC WITH THE SOUTH FLORIDA DU:LDI■!G CODE DAT GP 1 i Q 9Y )/ - /(•I PRODUCT CO RCI. DIV!SIOi1 BUILDING CODE COMPLIANCE OFFICE ACCEPriNcE i(0q -()7(.) fa 0 1 ¢ I o1 1 :1.11 _ 101 Sul I1II iI !I; !4• I 1 ., i 1 A: i I 1 1 • .1. l 1 I > 1 1 , . I . II O .2 J 1 N L L2_IN 1 j / V.J. KNEZE PRCFESSKHA ENGINEER FL LLns N o. I PE i 0. 3 • •2 .I 1[Or •..n Or • Al . .•OT[d 3j 14.•19n oy v..t 1 Or •eInp no. 95 -498 1 •n••r 1 of 4 Cn.CM.d Dr V _ . Date CH9f Job Address 413 7 N 1 7 S1t .ee fd" Tax Folio Legal Description Owner/Lessee / Tenant Aid o "7111 Cosy o Owner's Address o 3 9 N E 9 7 54-4/ Pe Contracting Co. )2. i3 .,S . te nt, Qualifier a o%' -evr r 6 e State # - Municipal # Architect/Engineer N lb- Bonding Company N/A Address Mortgagor 6_ n Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION A 'DIotecr n4a4 wT Auwtn, s tqc - i o— DC)Dv Pal M+y Square Ft. .2 6 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. S f cp 4»o i sr�t Date 3 Com' g ITig ,ded8y /y 99 Signs e of owner No My Co irqa?esoott>sU9 i{ncvm FEES: PERMIT APPROVED: Zoning Mechanical mas4e,1 e c nil '(3 go PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON SA t4 to Historically Designated: Yes Signature of Con C.C.F. NOTARY Master Permit # Phone 6,t Address P. 0.4011 641 p 6 d-, MI i • r11/•#71, SS# Phone 70s $66 Competency # 5CJ 00/S-, Ins. Co. Address / Estimated Cost (value) '/ 1) Oa • ad No L1*(3 0:3)1y 3 or — S' S c Notary as to Contractor or Owner - Builder My Commission Expires: -IAI -n Exp • 101231.99 B Service Ind BeICCSO44 OtherIAN T 11 peroonaDY moan BOND Date ate TOTAL DUE 6, • F • Building ' r"' 477 Electrical Plumbing Structural Engineer . 4 - METRO-DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Seaview Industries, Inc. 3750 N.W. 46 Street Miami FL 33142 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE :603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels 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, along with Drawing No. 95 -133, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) 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.:96- (Revises No.: 95- 0914.05) Expire Approved: 08/08/96 -1- 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Seaview Industries. Inc, ACCEPTANCE NO.: 96- 0116.02 APPROVED ; AUG 0 8 1996 EXPIRES November 9. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.2 The following mounting conditions shall be limited to a Maximum Design Pressure rating Qf f±) 72 PSF; Soffit Connection Mount, Angle Build -Out Mount, Pocket Door Mount, Pass Thru Detail Mount, and Edge Mount Detail, Sheet 5 of 6; Header Mount Detail, Trap Mount Detail, Alt. Trap Mount Detail, Storm Panel Support Beam Mount, 2" x 2" Alum. Tube Built -Out Mount, and Storm Panel Build -Out Mount, Sheet 6 of 6, Drawing No. 95 -133. 3.3 Minimum separation to existing glass to protect shall be; See Table - 'Separation from Glass Schedule', Sheet 3 of 6, Drawing No. 95 -133. 3.4 • Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.5 Special Requirement: See Typical Elevations, Sheet 1 of 6, Drawing No. 95 -133 3.5.1 Panel Types I & II with spans less than or equal to 33" shall not required reinforcing stitch bolts at overlaps. 3.5.2 Panel Types I & II with spans greater than 33" but less than or equal to 88" shall be reinforced with one row 1/4 " -20 x 1" SS stitch bolts at midspan, at all overlaps. 3.5.3 Panel Types I & It with spans greater than 88" but less than or equal to 144" shall be reinforced with one row of 1/4 "- 20 x 1" SS stitch bolts at 1/3 spans, at all overlaps. 3.5.4 Panel Types III & IV shall require no reinforcing stitch bolts at overlaps. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mounts: (A) (CONCRETE /MASONRY/WOOD): The panels are secured directly to the wall at the head and sill, with 1/2" x 7/8" Rawl Calk -in anchors; or 1/4" diameter ELCO Female'PanelMate' anchors; or 1/4" diameter ELCO Male 'PanelMate' anchors; or 1/4 " -20 ITW Epoxy anchors; or 5/16" wood bushing with 1/4 " -20 x 1" SS sidewalk anchor; spaced 6" o.c for Panel Types II and 12" o.c for Panel Types IV, as shown on Section G- "Direct Mount Detail ", Drawing No. 95 -133, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Wall Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'H'- header (Part 2), at the head and attached with 1/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & II and 12" o.c. for Panel Types III & IV, to continuous 'F' track (Part 4) at the sill, both the header and sill track are anchored to the wall using the approved tension anchors as shown on Section A- "Wall Mount Section ", Sheet 1 of 6; or the panels are secured to a continuous 'F' track (Part 4) at the header and sill with 1/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & II and 12" o.c. for Panel Types III & IV, the header and sill tracks are anchored to the wall us the approved tension anchors as shown on Section H- "Wall Mount Detail" , Sheet 3 of D . wing No. 95 -133, bearing the Dade County Product Control approval stamp. 2a Orlan • o : lanco, P.E. - Plans Examiner II Product Control Division Seaview Industries. Inc, ACCEPTANCE NO.: 96- 0116.02 EXPIRES : November 9. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (CONCRETE /MASONRY): i1Mfounting condition limited to Maximum Storm Panel Span of 7' -4" (88') and Design Pressure Load of (±) 72 PSF The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2" x 3" or 5" built -out angle with 1/4" diameter thru bolts spaced 12" o.c. and secured at the sill, to a continuous 2" x 2" x .903" studded aluminum angle with 1/4 " -20 SS bolts spaced 12" o.c., the sill angle is then attached to a continuous 1/8" thick x 2" x 3" or 5" built -out angle with 1/4" diameter thru bolts spaced 12" o.c., both of the build -out angles are then anchored to the wall using the approved tension anchors as shown on Section B and F - "Angle Build -Out" , Sheet 5 of 6 respectfully; or the panels are secured to an H- header (Part 2) at the head, the header is then anchored to the wall thru a continuous aluminum ledger 1" x 2 ", 2" x 2 ", 2" x 4" or 2" x 5" x .055" thk. using the approved tension anchors and secured at the sill to a continuous 2" x 2" x .903" studded aluminum angle with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Types III & IV, the studded sill angle is then anchored to the wall thru a continuous aluminum ledger 1" x 2 ", 2" x 2 ", 2" x 4" or 2" x 5" x .055" thk. using the approved tension anchors as shown on Section B - "Header Mount Detail" and Section F - " 2" x 2" Alum. Tube Build -Out " respectfully, Sheet 6 of 6; or the panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 2" x 5" or 2" x 9" aluminum beam with #12 SMS spaced 12" o.c., the beam is then connected to two 2 "x 3" x 1/4" x 0' -8" LG. or 2" x 3" x 1/8" x 0' -8" LG. aluminum angles with three (3) 1/4" diameter thru bolts, and at the sill the panels are secured to a continuous 2" x 2" x .903" studded aluminum angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Types III & IV,.the studded sill angle is then attached to a continuous 2" x 5" or 2" x 9" aluminum beam with #12 SMS spaced 12" o.c., the beam is then connected to two 2 "x 3" x 1/4" x 0' -8" LG. or 2" x 3" x 1/8" x 0' -8" LG. aluminum angles with three (3) 1/4" diameter thru bolts as shown on Section A- "Header Mount Detail" and Section E - "Storm Panel Support Beam ", respectfully, Sheet 6 of 6, Drawing No. 95 -133, bearing the Dade County Product Control approval stamp. 4.1.4 Inside /Ceiling Mounts: Mounting condition limited to Maximum Storm Panel Span of 1; -8 " (104 ") (A) (CONCRETE /MASONRY/WOOD): The panels are secured to an 'u' Header (Part 3) at the head and at the sill , secured to a continuous 2" x 2 "x .093" studded aluminum angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Types I1I & IV, both the header and sill angle are then anchored to the wall, using the approved tension anchors as shown on Section B- "Wood Ceiling/Inside Mount Section" and Section C- "Ceiling/Inside Mount Section ", respectfully, Sheet 2 of 6 , Drawing No. 95 -133, bearing the Dade County Product Control approval stamp. -2c- APPROVED : AUG 0 8 1996 Orlando BTanco, P.E. - Plans Examiner II Product Control Division Seaview Industries. Inc. ACCEPTANCE NO.: 96- 0116.02 APPROVED : AUG 9 8 1996 EXPIRES : November 9. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95 -133, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -133, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This document revises Notice of Acceptance No. 95- 0914.05, expires 11/09/95. 2e- Orlando Blanco, P.E. - Plans Examiner II Product Control Division eay u,L r - 2g- ACCEPTANCE NO.: 96 - 0116 0� APPROVED EXPIRES • AUG 0 8 1996 . Noy bsr q 199 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test Large Missile Impact Test Cyclic Wind prepared by Construction Testing CorporationPressure Test signed and sealed by Christopher G. Tyson, P.E. Report No. CTC -95 -007, dated March 30, 1995, 8.1.2 Test report on: Uniform Static Air Pressure Test Large Missile Impact Test Cyclic Wind prepared by Construction Testing Corporation, sre Test March 7, 1996, signed and sealed by Christopher G. Tyson P.E. C -96 -006 and CTC -96 -0068, dated 8.1.3 Test report on: Uniform Static Air Pressure Test prepared by Construction Testing Corporation, . Report No. CTC -96 -026, dated July 13, 1995, signed and sealed by Christopher G. Tyson, on, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -133, "20 ga. Steel Storm Panel ", Sheets 1 thru 6 ofd Knezevich & Associates, Inc., dated 04/01/95, Revision No. 5 ,dated 7/02/96 ' prepared by V.J. Knezevich, P.E. , signed and sealed by 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by Gulf States Steel, Inc. d 8.3.2 Certified Tensile Test Report issued by aced 08/15/95 le 6 DM -1 044, dated April 24, 1996 signed and sealed Metallurgical, by Inc. Report Number QCatii- 8.4 Calculations: Y rank Grate, P.E. 8.4.1 Comparative Analysis and Anchor Calculations, dated 05/22/96, prepared by Inezevich & Associates, Inc., dated 03/25/96 b 96 and 15 pages, P.E. y V.J. Knezevich, Orlando `�lanco, P.E. - Plans Examiner II Product Control Division 0 400" .75" 2.00" 1, 20 "h" HEADER 2.016" NOT 5: SCALE 3" = 1'- 0" M — . TYP. 05 ANGLE VARIES: 5.25" MAX. PRODUCT MARKING LOCATION - 1.170" 12.00" COVERAGE 13,50" FULL PANEL SEAVIEW INDUSTRIES. INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED — PRODUCT MARKING / (OPTIONAL LOCATION) 2.016" 2.00" 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, ANO 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026. 96 -006 AND 96 -006R. \i..", ji, 2.016.' 1 4\....1. . .400" I I 75'i 6.00" COVERAGE 1 10 STORM PANEL SCALE : 3" = 1'- 0" SCALE . 3" = 1'- 0" 0 "U" HEADER SC,'LE 3" = 1'- 0" SCALE 3" = 1" - 0" 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES " 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KS!. 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) c' I Pill-r-.ro .093" TYP © STUDDED ANGLE 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A446. STRUCTURAL QUALITY, GRADE D. WITH A MIN. Fy = 50 KSI. GALVANIZED IN ACCORDANCE WITH ASTM G60. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. • 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED PANELS. WHEN NEEDED. EXISTING STRUCTURE HALF PANEL f ; =307 .666" 61 .o .122" (TYP) ____ 2.000" H ORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 04 OPTIONAL ANGLE SCALE 3" = 1'- 0" 07 WINGNUT SCALE : HALF SIZE SHEAR FASTENER ® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) --/ ALUM. ANGLE CLOSURE FIECE: 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. W w N U1 2: -1 2 a X F WIDTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT SECTION Pio.. 6 ' TYP 12' (TYP) 1/4" MAX) WIDTH UNLIMITED SECTION EXISTING STRUCTURE 1/4" MAX. A BOTTOM MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 1, — TOP MOUNT A BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) APPROVED AS CO SOUTH FLORIDA SECTION A DAT SCALE: 1-1/2... 1' - 0" BY (TYP (TYP) NG WITH NG CODE 19% : 1 -1/2" PRODUCT CO TRO DIVISION BUILDING CoOr COMPLIANCE OFFICE ACCEPTANCE NO, -D I 16 • Z WIOTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT OR DIRECT MOUNT SECTION 0 101 A 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE 1I WIDTH UNLIMITED )PERP. TO PANEL SPAN) BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) SHEAR FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. 1/2" MIN. OVERLAP EXISTING STRUCTURE A r TOP MOUNT ! OR DIRECT j / - MOUNT ALUM. ANGLE CLOSURE PIECE. CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. BOTTOM MOUNT OR DIRECT MOUNT FL Lice PE 0 date scale AS NOTE (design by l VJK / V.J. KNEZEVV PROFESSIONAL4 ! INEER 4/1,95 drawn by GO (chechea by VJK drawrng no. 95 -133 sheet 1 of 6 i / F al,IN m 4 In 0 400" .75" 2.00" 1, 20 "h" HEADER 2.016" NOT 5: SCALE 3" = 1'- 0" M — . TYP. 05 ANGLE VARIES: 5.25" MAX. PRODUCT MARKING LOCATION - 1.170" 12.00" COVERAGE 13,50" FULL PANEL SEAVIEW INDUSTRIES. INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED — PRODUCT MARKING / (OPTIONAL LOCATION) 2.016" 2.00" 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, ANO 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026. 96 -006 AND 96 -006R. \i..", ji, 2.016.' 1 4\....1. . .400" I I 75'i 6.00" COVERAGE 1 10 STORM PANEL SCALE : 3" = 1'- 0" SCALE . 3" = 1'- 0" 0 "U" HEADER SC,'LE 3" = 1'- 0" SCALE 3" = 1" - 0" 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES " 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KS!. 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) c' I Pill-r-.ro .093" TYP © STUDDED ANGLE 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A446. STRUCTURAL QUALITY, GRADE D. WITH A MIN. Fy = 50 KSI. GALVANIZED IN ACCORDANCE WITH ASTM G60. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. • 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED PANELS. WHEN NEEDED. EXISTING STRUCTURE HALF PANEL f ; =307 .666" 61 .o .122" (TYP) ____ 2.000" H ORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 04 OPTIONAL ANGLE SCALE 3" = 1'- 0" 07 WINGNUT SCALE : HALF SIZE SHEAR FASTENER ® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) --/ ALUM. ANGLE CLOSURE FIECE: 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. W w N U1 2: -1 2 a X F WIDTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT SECTION Pio.. 6 ' TYP 12' (TYP) 1/4" MAX) WIDTH UNLIMITED SECTION EXISTING STRUCTURE 1/4" MAX. A BOTTOM MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 1, — TOP MOUNT A BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) APPROVED AS CO SOUTH FLORIDA SECTION A DAT SCALE: 1-1/2... 1' - 0" BY (TYP (TYP) NG WITH NG CODE 19% : 1 -1/2" PRODUCT CO TRO DIVISION BUILDING CoOr COMPLIANCE OFFICE ACCEPTANCE NO, -D I 16 • Z WIOTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT OR DIRECT MOUNT SECTION 0 101 A 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE 1I WIDTH UNLIMITED )PERP. TO PANEL SPAN) BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) SHEAR FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. 1/2" MIN. OVERLAP EXISTING STRUCTURE A r TOP MOUNT ! OR DIRECT j / - MOUNT ALUM. ANGLE CLOSURE PIECE. CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. BOTTOM MOUNT OR DIRECT MOUNT FL Lice PE 0 date scale AS NOTE (design by l VJK / V.J. KNEZEVV PROFESSIONAL4 ! INEER 4/1,95 drawn by GO (chechea by VJK drawrng no. 95 -133 sheet 1 of 6 i al,IN m 4 In 0 400" .75" 2.00" 1, 20 "h" HEADER 2.016" NOT 5: SCALE 3" = 1'- 0" M — . TYP. 05 ANGLE VARIES: 5.25" MAX. PRODUCT MARKING LOCATION - 1.170" 12.00" COVERAGE 13,50" FULL PANEL SEAVIEW INDUSTRIES. INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED — PRODUCT MARKING / (OPTIONAL LOCATION) 2.016" 2.00" 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, ANO 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026. 96 -006 AND 96 -006R. \i..", ji, 2.016.' 1 4\....1. . .400" I I 75'i 6.00" COVERAGE 1 10 STORM PANEL SCALE : 3" = 1'- 0" SCALE . 3" = 1'- 0" 0 "U" HEADER SC,'LE 3" = 1'- 0" SCALE 3" = 1" - 0" 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES " 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KS!. 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) c' I Pill-r-.ro .093" TYP © STUDDED ANGLE 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A446. STRUCTURAL QUALITY, GRADE D. WITH A MIN. Fy = 50 KSI. GALVANIZED IN ACCORDANCE WITH ASTM G60. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. • 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED PANELS. WHEN NEEDED. EXISTING STRUCTURE HALF PANEL f ; =307 .666" 61 .o .122" (TYP) ____ 2.000" H ORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 04 OPTIONAL ANGLE SCALE 3" = 1'- 0" 07 WINGNUT SCALE : HALF SIZE SHEAR FASTENER ® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) --/ ALUM. ANGLE CLOSURE FIECE: 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. W w N U1 2: -1 2 a X F WIDTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT SECTION Pio.. 6 ' TYP 12' (TYP) 1/4" MAX) WIDTH UNLIMITED SECTION EXISTING STRUCTURE 1/4" MAX. A BOTTOM MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 1, — TOP MOUNT A BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) APPROVED AS CO SOUTH FLORIDA SECTION A DAT SCALE: 1-1/2... 1' - 0" BY (TYP (TYP) NG WITH NG CODE 19% : 1 -1/2" PRODUCT CO TRO DIVISION BUILDING CoOr COMPLIANCE OFFICE ACCEPTANCE NO, -D I 16 • Z WIOTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT OR DIRECT MOUNT SECTION 0 101 A 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE 1I WIDTH UNLIMITED )PERP. TO PANEL SPAN) BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) SHEAR FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. 1/2" MIN. OVERLAP EXISTING STRUCTURE A r TOP MOUNT ! OR DIRECT j / - MOUNT ALUM. ANGLE CLOSURE PIECE. CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. BOTTOM MOUNT OR DIRECT MOUNT FL Lice PE 0 date scale AS NOTE (design by l VJK / V.J. KNEZEVV PROFESSIONAL4 ! INEER 4/1,95 drawn by GO (chechea by VJK drawrng no. 95 -133 sheet 1 of 6 al,IN m 4 In 0 400" .75" 2.00" 1, 20 "h" HEADER 2.016" NOT 5: SCALE 3" = 1'- 0" M — . TYP. 05 ANGLE VARIES: 5.25" MAX. PRODUCT MARKING LOCATION - 1.170" 12.00" COVERAGE 13,50" FULL PANEL SEAVIEW INDUSTRIES. INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED — PRODUCT MARKING / (OPTIONAL LOCATION) 2.016" 2.00" 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, ANO 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026. 96 -006 AND 96 -006R. \i..", ji, 2.016.' 1 4\....1. . .400" I I 75'i 6.00" COVERAGE 1 10 STORM PANEL SCALE : 3" = 1'- 0" SCALE . 3" = 1'- 0" 0 "U" HEADER SC,'LE 3" = 1'- 0" SCALE 3" = 1" - 0" 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES " 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KS!. 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) c' I Pill-r-.ro .093" TYP © STUDDED ANGLE 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A446. STRUCTURAL QUALITY, GRADE D. WITH A MIN. Fy = 50 KSI. GALVANIZED IN ACCORDANCE WITH ASTM G60. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. • 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED PANELS. WHEN NEEDED. EXISTING STRUCTURE HALF PANEL f ; =307 .666" 61 .o .122" (TYP) ____ 2.000" H ORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 04 OPTIONAL ANGLE SCALE 3" = 1'- 0" 07 WINGNUT SCALE : HALF SIZE SHEAR FASTENER ® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) --/ ALUM. ANGLE CLOSURE FIECE: 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. W w N U1 2: -1 2 a X F WIDTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT SECTION Pio.. 6 ' TYP 12' (TYP) 1/4" MAX) WIDTH UNLIMITED SECTION EXISTING STRUCTURE 1/4" MAX. A BOTTOM MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 1, — TOP MOUNT A BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) APPROVED AS CO SOUTH FLORIDA SECTION A DAT SCALE: 1-1/2... 1' - 0" BY (TYP (TYP) NG WITH NG CODE 19% : 1 -1/2" PRODUCT CO TRO DIVISION BUILDING CoOr COMPLIANCE OFFICE ACCEPTANCE NO, -D I 16 • Z WIOTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT OR DIRECT MOUNT SECTION 0 101 A 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE 1I WIDTH UNLIMITED )PERP. TO PANEL SPAN) BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) SHEAR FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. 1/2" MIN. OVERLAP EXISTING STRUCTURE A r TOP MOUNT ! OR DIRECT j / - MOUNT ALUM. ANGLE CLOSURE PIECE. CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. BOTTOM MOUNT OR DIRECT MOUNT FL Lice PE 0 date scale AS NOTE (design by l VJK / V.J. KNEZEVV PROFESSIONAL4 ! INEER 4/1,95 drawn by GO (chechea by VJK drawrng no. 95 -133 sheet 1 of 6 r suoisina.i COUNTY COMMENTS ADDED DETAILS (GENERAL COMMENTS COUNTY COMMENTS COUNTY COMMENTS ., 3 mil iu■ 5/24/951 1/10/95 J 96 /E1 /S 96 /L/S 96/Z/L1 c .- N m O in . SEE SEPARATION FROM GLASS SCHEO (TABLE 2) GLASS OR DOOR ANGLE TO WALL DETAIL SEE SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR SCALE • 3'• = 1• - 0" EXIST'NG STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEOULE) Ol. CONT. TENSION FASTENER (SEE ANCHOR SCHEDULE) EXISTING STRUCTURE WCOO FRAMING °CONT. W000 FRAMING ANGLE TO WALL DETAIL WALL MOUNT SECTION 1/4"m W000 LAG SCREW @ 12" O.C. (SEE ANCHOR SCHEDULE FOR DIA., EMBED.. OR ALT. TENSION FASTENER) TYP TOP 8 BOTTOM ©CONT. 1/4" MAX. ItII - 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 11 AND @ 12" 0.C. FOR TYPE 111 & IV PANEL TO ANGLE DETAIL GLASS OR DOOR MIN. SEPARATION FROM GLASS (TABLE 2) SEE SEPARATION FROM GLASS (TABLE 2) T GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING /INSIDE MOUNT SECTION SCALE 3" = V -0" PLYWOOD AND STUCCO FINISH 1" x 4" x.125 "OR 2" x 4" x .125 " ALUM. TUBE OR 2" x 4" OR 2" x 6" P.T. WOOD BLOCKING SHEAR FASTENER (SEE ANCHOR SCHEDULE) 1/4" MAX. 0 ©CONT. NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O GLASS OR DOOR TWO 1/4"0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS O WALL MOUNT SECTION O WALL MOUNT SECTION (BOTTOM) SCALE 3" a V -0" SCALE : 3" t• -0" SHEAR FASTENER (SEE ANCHOR SCHEDULE) SEE SEPARATION FROr; GLASS SCHEO. (TABLE 21 ® T. FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING @ 12" O.C. FOR AL. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 24" 0.C. MAX. & ONE #14 SMS @: MIDWAY BETWEEN STUDS. SHEAR FASTENER (SEE ANCHOR SCHEDULE) EXISTING STRUCTURE 1/4 -20 MACHINE BOLT & WINGNUT @ 6 O.C. FOR TYPE 1 8. II AND @ 12" O.C. FOR TYPE 1)1 & IV EXISTING STRUCTURE 0 E w CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0•' ©CONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III &IV 1/4" MAX. SEE SEPARATION FROM GLASS SCHED. (TABLE 21 1/4 -20 MACHINE BOLT & NUT @12"O.C. - QS CONT. (TYP. TOP & BOTTOM e e E MBED. d • 4 O. 4. d• IA - e GLASS OR DOOR TENSION FASTENER (SEE ANCHOR SCHEDULE) I SCHED. (TABLE 2) 05 CONT. (TYP 13::: TOP & BOTTOM 1 ©CONT NOTEi THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE SEPARATION FROM GLASS � r Sw D Are- 1/4 -20 MACHINE 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. 1/4" MAX • BOLT 8 NUT @ 6" O.C. ` 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND TENSION FASTENER @ 12" O.C. FOR TYPE III & IV (SEE ANCHOR SCHEDULE) EXISTING STRUCTURE x SIDE CL OSURE REO'O. (SEE PLAN VIEW SEC. A /1) / 1 MAX. DESIGN LOAD = -100 P.S.F. \ -100 P.S.F. } O BUILD —OUT MOUNT SECTION SCALE 3" = 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE 1 & II AND CO 12 O.C. FOR TYPE III & IV APPROVED ' C /MPLYING WITH THE SOUTH FLO D! BUILDING CODE EXISTING STRUCTURE DAT n . /!r6 : 19.. x SIDE CLOSURE REO'D. (SEE PLAN VIEW SEC. A / 1)BY IAr MAX. DESIGN LOAD n '130 P.S.F. \ PRODU C ONTROL DIVISION i BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6 -61 16. 6 2 O ALT. BUILD —OUT MOUNT SECTION SCALE : 3" = 1' -0" V.J. KNEZEVICH PROFESSI. • ENGINEER FL L•- - No: PE .! ••B date scale AS NOTED rdesrgn by I VJK 1- 1.9 o rte o m os J m m ZE in 0 Q 0 0—m N X ' m /!/95 drawn by Go [ checked by) t vJI drawing no. 95 -133 shoat 2 of 6 GA GALVANIZED STEEL STORM PANEL PANEL LENGTH (SEE TABLE 1) PANEL LENGTH (SEE TABLE 11 PANEL LENGTH (SEE TABLE 1) PANEL LENGTH ISEE TABLE 1) PANEL LENGTI, (SEE TAaLE MAX. PANEL LENGTH r 7*-4" - NEGATIVE DESIGN LOAD W )PSF) TYPE 1 TYPE 11 TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS Col 6" 0.C. OR "F" TRACK WITH BOLTS (0 6" 0.C. E FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (n1 6" O.C. & DIRECT MOUNTS W/ ANCHORS ( 6" 0.C. (TOP & BOTTOM) AYE ' & "H" HEAOERS WITH STUD SILLS (0 12" 0.C. OR "F" TRACK WITH BOLTS Col 12" O.C. X X FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUOS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS (al 12" 0.C. MAX. (TOP 8. BOTTOM) X NE L min. IFT -IN) L min. (FT -1N) L min iFT -IN) L min. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11- 10 8 -8 11 -6 50.0 8 -8 11- 1 8 -8 10 -3 60.0 8 -8 10- 2 9 -8 9 - '70.0 8 -8 9 -5 8 -8 8 -8 80.0 6 - 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 OAD (PSF) ACTUAL SHUTTER SPAN (L) IFT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS 4•BOVE 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 -S /8 1 -1/8 7 - 1 - 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 EXISTING STRUCTURE SEE SEPARAT FROM GLASS SCHED (TABLE 2) GLASS OR DOOR ACCEPTABLE ANCHORS: 1 /4"m RAWL CALK - IN ANCHOR. I/4 "0 ELCO FEMALE "PANELMATE, 1 /4"0 ELCO MALE "PANELMATE ". 1/4 -20 ITW EPDXY OR 5/16" W000 BUSHING (0 6" O.C. FOR TYPE II ANO 12" 0.0 FOR TYPE IV 00 NOT EXCEED ANCHOR SPACING SPECIFIED IN ANCHOR SCHEDULE ISEE ANCHOR SCHEDULE FOR SPECS ANO SPACINGS). O DIRECT MOUNT DETAIL G SCALE : 3" = V -0" TABLE 1 - STORM PANEL SCHEDULE SEE SEPARATION FROM GLASS SCHED (TABLE 2) NOTE: 31E = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. 31E 3(E = FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. EXIS PING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) Q CONT. 1/4 -20 MACHINE BOLT & WINGNUT Cal 6" FOR TYPE I P. II & Cm 12 O.C. FOR TYPE III & IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL SCALE 3" = 1' -0" - t7W 2 laJ CO J 4 Jf• W w Z 0. a TABLE 2 - SEPARATION FROM GLASS SCHEDULE 1/4 -20 S.S. BOLT & WINGNUT @ PANEL MIDSPAN OR (0 51" O.C. MAX. (TYP) MIN. 2" x 2" x .125" MAX. 4" x 4" x 125" CONT. 6063 -T6 ALUM. ALLOY OR. 18 GAGE GALV. STEEL ANGLE CORNER DETAIL O SCALE : 3" = 1' -0" 150 145 - 140 - 135 - 130 125 - 120- 115 - 110 - 105- ■ 100 95 90 30 STORM PANEL 40 STORM PANEL SPAN DESIGN VS. LOAD DIAGRAM 50 STORM PANEL TYPE III & IV 1 1 60 � 1 70 80 DESIGN LOAD - NEGATIVE (P ) APPROVED AS CO YING WITH THE SOUTH FLOR D B� LDINI;CODE pp� PRODUCT DAT : �� • _ 19�SIp BY �� CO TROL DIVISION BUILDING CO 1E COMPLIANCE OFFICE ACCEPTANCE NO96 -0 1(n .6 Z 0 V.J KNEZEVICH PROFESSI A GINEER FL Liens= No PE 1'10 3 scale a l AS NOTE design by VJK 11 19,9E 4/1/95 drawn by GO [checked byl [checked IK drawing no. 95 -133 an••r STORM PANEL SPAN - INCHES GA GALVANIZED STEEL STORM PANEL COPYRIGHT 1996 KNEZEVICH & ASSOCIATES, EDGE DIS description COUNTY COMMENTS ADDED DETAILS GENERAL COMMENTS 'COUNTY COMMENTS COUNTY COMMENTS 1q . i ..... a�ep S6 /0L /L 56/71/5' 96 /EZ /S 96/L/5 96 /Z /L ou .• N T 4 N . EXISTING STRUCTURE SEE SEPARAT FROM GLASS SCHED (TABLE 2) GLASS OR DOOR ACCEPTABLE ANCHORS: 1 /4"m RAWL CALK - IN ANCHOR. I/4 "0 ELCO FEMALE "PANELMATE, 1 /4"0 ELCO MALE "PANELMATE ". 1/4 -20 ITW EPDXY OR 5/16" W000 BUSHING (0 6" O.C. FOR TYPE II ANO 12" 0.0 FOR TYPE IV 00 NOT EXCEED ANCHOR SPACING SPECIFIED IN ANCHOR SCHEDULE ISEE ANCHOR SCHEDULE FOR SPECS ANO SPACINGS). O DIRECT MOUNT DETAIL G SCALE : 3" = V -0" TABLE 1 - STORM PANEL SCHEDULE SEE SEPARATION FROM GLASS SCHED (TABLE 2) NOTE: 31E = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. 31E 3(E = FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. EXIS PING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) Q CONT. 1/4 -20 MACHINE BOLT & WINGNUT Cal 6" FOR TYPE I P. II & Cm 12 O.C. FOR TYPE III & IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL SCALE 3" = 1' -0" - t7W 2 laJ CO J 4 Jf• W w Z 0. a TABLE 2 - SEPARATION FROM GLASS SCHEDULE 1/4 -20 S.S. BOLT & WINGNUT @ PANEL MIDSPAN OR (0 51" O.C. MAX. (TYP) MIN. 2" x 2" x .125" MAX. 4" x 4" x 125" CONT. 6063 -T6 ALUM. ALLOY OR. 18 GAGE GALV. STEEL ANGLE CORNER DETAIL O SCALE : 3" = 1' -0" 150 145 - 140 - 135 - 130 125 - 120- 115 - 110 - 105- ■ 100 95 90 30 STORM PANEL 40 STORM PANEL SPAN DESIGN VS. LOAD DIAGRAM 50 STORM PANEL TYPE III & IV 1 1 60 � 1 70 80 DESIGN LOAD - NEGATIVE (P ) APPROVED AS CO YING WITH THE SOUTH FLOR D B� LDINI;CODE pp� PRODUCT DAT : �� • _ 19�SIp BY �� CO TROL DIVISION BUILDING CO 1E COMPLIANCE OFFICE ACCEPTANCE NO96 -0 1(n .6 Z 0 V.J KNEZEVICH PROFESSI A GINEER FL Liens= No PE 1'10 3 scale a l AS NOTE design by VJK 11 19,9E 4/1/95 drawn by GO [checked byl [checked IK drawing no. 95 -133 an••r STORM PANEL SPAN - INCHES GA GALVANIZED STEEL STORM PANEL COPYRIGHT 1996 KNEZEVICH & ASSOCIATES, EDGE DIS SUOIS!A DJ ANCHOR SCHEDULE LOADS (INCHES) GENERAL COMMENTS I fms.---- 6" tAw FASTENER I SPACING REQUIRED FOR VARIOUS DESIGN > ..... EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF 2" EDGE DISTANCE 3" EDGE DISTANCE SPAN (L) FT. SPAN (L) FT. MAX IIMIIM'I I WIMIMMWIWIMMI IP MAx I MAX. I I MAX / /I MA%. I/ MAX . 11 A%. MAX IMM CONCRETE 1/4 TAPCON W/ 1 -1 /8 MIN. EMBEDMENT MAX.7 52 PSP 41x. 64.7 ]2 PSF MAX. 9 4:X 7 III I/ / I /III VIII 14 :r MAIM! 230 PSF MA %. 1 /4 ^o ITW RED MEAD SLEEVE ANCHOR w/ 1 -1 /4 MIN. EMBEDMENT Ca PSF MA %. II III II MIMMIISTI MM' 2 PS M: x F I II 9 4:X 7 I 62 PSP MAX. IMISMIMMIMMIMFAN I I/ III 72 PSP 9A}�.�I� I - 92 PSF MA %. M l "' I' 2 30 A7PSP I MIMMMIWIWIMM I/ I I I I I/ II I %' 1/4'0 RA wL ZAMAC NAIL -IN W/ 1 -1/8^ MIN. EMBEDMENT MAx7 SI P5F MAX. 62 PSP Max. I I II/I' II 62:58 MAx. 72 p5F MAX. II' I I I III 74 MA %. ® ~✓"'� 94:x7 III LMEMI"" I 3 3 III I I/ II 230 PSF n :x. III 441x7 II 7 12 WI! 1/4 - 0 DROP -1■ A U4 -20 SIDEWALK BOLT 13 W/ 1^ MIN CMB HEADI <B AX. M T I I I II I II 54:X7 III I 5 9 I III 62 PSP MAX. II I/ II III I /I II II I I 7 4:X F I MIMIMILMMIIMIMIIM I I I/II' / 941 %F 230 PS MAx. L CALK -1N 1 1/4-20 SID BOLT EMBEDMENT W/ 7 /B^ QC] Y ] " 5F II'II 54 ' III II / II 62 PSP MAX II '',; N ®V N.: N/A / � / II III I II I I I 'LT LT (MAIM(( I VIII I/ LMI'EI" VIII' I IMMIMMMI I /III (III (III I /II 9 4:X 7 'MT t /4 -o NEL FEMALE CHINE M/ 1/ / 1 S.S. 5.5. MACHINE SCREW W / 1 -1 /L MIN. EMBED. I': a��41:1 \:111111141% <BPSF M: X. 12 PSP Max I /(III' 62 PSF MAx. IMIMIMMIMMIMIPMI IMMIMMIMMMIM II 42 850 MA %. II N/4 N/A I 74:r MOM" I II I / I 4Ax7 92 P5F MA %. 230 PSP MA %. I I II II GMII I I /I 6417 1/4"0 ELCO MALE "P : 8416. E- W/ 1 -1 /4' 8416. EMBED. , 114 1 117∎1, 11444414.110. 'LT II I (III 7 4Ax` 5 31:r III / ( II _ 'MAx.° MA %SP 62 857 A %. ©© ®©"' MAX, IMIWAMIMIIIMMILMINd VIII%(( N/A N/A N/A W1 N/A N/A N/A N/A 94:x7 7 MAX 57 SUOIS!A DJ ANCHOR SCHEDULE LOAOS (INCHES) GENERAL COMMENTS I T[ „ - - 1 FASTENER r,[, SPACING REQUIRED FOR V APIOUS DESIGN > ..... EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF 2" EDGE DISTANCE 3" EDGE DISTANCE SPAN (Li FT. SPAN (L) FT. C -l0•' MAX. 7' -4' MAX. a -5" NAX 12' -0 MAx. 6' -0^ MAX. T' -L" MAX. a' -5" MAX. 12' -6" MAX. HOLLOW BLOCK 1/4 "0 TAPCON W/ 1 -1 /11^ MIN. EMBEDMENT 44:37 I I I l II IMMIMMIM / I II M' 14 :r MAIM! , 0 52 P5F MA %. I III 72 PSP MA% II 5 ] 9 4:X 7 I I < S I � III 1/4 E IT COHEAD SLEEVE ANCHOR W 1- 1/4101. EMBEDMENT 4B p5F MA %. III II I %' 5 4:x 7 I EMIIMIM' II 62:58 MAx. M �� ' MM I I ® II I 74 MA %. ® �9 PSF MA %. I I LMEMI"" I 3 3 MMIWIMM MIMIMPLTIMI I I/ NA 7 7 1/4 "0 RAW( ZAMAC NAIL -1N W/ 1 -1/9' MIN. EMBEDMENT 441x7 I III 7 12 WI! I 6413 I I l0 l 7 INAxF I I 5 9 III 94137 I' I VAM I 6 37 MIMMIMIPM EPAII IMII' I III I I/ I /III I ® M� I %% III garir III II III II E 2:17 4417 1 /L^0 CALK -IN L //4 -20 SIDEWALK BOLT 15/6'0 HEADI W/ 7/5" MIN. EMBEDMENT ID .. I 62 PSP MA X• 72 p %F 0 4A %F II 5 5 2 4x 57 441x7 =UM I M '',; N ®V N.: N/A / � I/ 4 ELCO FEMALE'OANELMATE" W/ 1 W/ 7 S.S. MACHINE EMBED SCREW W/ 1 IN. E. ( ( �,�1C.41'1111�1i4'_1� 54:x.7 III I II I 6 2 PSF NAx 74 :X.7 94:r I II I N/6 N/A N/: N/A I IMMIMMMI I /III (III (III I III I/ II I MA7 4MAx.F I II 1/4"0 ELCO MALE "PANELMATE" W/ 1 -1 /4" MIN. EMBED. lil'111 \t:ltIR44'1'�1111 \�� 52 PSP MAX. I I N�" N/A I 42 850 MA %. II N/4 N/A I 74:r MOM" I II I / I a N /A I/ I I N/4 N/A I N/A N/A III/ (III / 92 PSf MA %. 234x57 44,7 1/4 -20 EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 7 -3/13' MIN. EMBED. 54:r II GMII I I /I 6417 I I N/A II /I n1= 7 4Ax` II N ®III' I V(((III V I I I II _ 'MAx.° MA %SP SUOIS!A DJ descnpt ., GENERAL COMMENTS I !COUNTY COMMENTS COUNTY COMMENTS a > ..... step I 96 /VS 5/23/96 7/2/96 0 .- C N m 4 N ANCHOR NOTES: MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENOATIONS. 1. N/A a DO NOT USE ANCHOR. "II ' %'' 'I /I / I EWI' VIII/ II I' I M I I M I II OM' II O II' l % MII V I I I(( I I I I I I I sM:O OK Z F u IA D X C 51 1- N O O ANCHOR TYPE 1/4 - 0 LAG SCREW W/ 1 -1/2" MIN. EMBEDMENT 1/4 - 0 ELCO FEMALE W/ 1/4 - 0 5.5. MACHINE • SCREW W/ 1 -1 /4 MIN. EMBED. ANCHOR SCHEDULE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) !RI:it 1.1"41:::\1, Y 5/16 "0 BRASS W000 BUSHING L 1/4 -20 5106WALK BOLT 13/4 NEAO) W/ r MIN. EMBEDMENT 4M 858 AX. 52 858 MAX. 62 856 MAX. 72 858 MAX. 92 PSP MAO. 230 856 MAX. <6 PSF MAX. 52 857 MAX. 62 858 MAX. 72 85? 92 P50 MAX. 230 PS8 MAX. AB 858 MAX. 52 PSF MAX. 62 PSP AX. 72 857 MAX. 92 858 MAX 230 757 MAX. SPAN (L) FT. rf[NSM„ I �u 2" EDGE DISTANCE 3" EDGE DISTANCE LOAD (W) SPAN (L) FT. PSF 12' -0" MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. APPROVED CO LYING WITH THE SOUTH F ��0. IDA WILDING CODE DAT ,;l T : 19J GG�� se BY rIP PROP C CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q6 - (' I UD . 01 (A W u - O 0 cc Oa N .6 CO N W V � J W z O W 1J O U' / V.J. KNE ICH PROFESSIOI#NGINEER FL Lic. No: PE ' O! 1 '• 83 _ JUL data scale AS NOTE rdeslgn by l VJK LA 0 m .o m J m 3 Z EN 07 < O L7 — r- Z m 1 1995 4/1/95 drawn by GO [checked byl VJK Drawing no. 95 -133 sMrf 4 /6 SEAVIEW !NM/57121ES. INC. COPYRIGHT 1996 KNEZEVICH 8, ASSOCIATES, INC ALVANIIZED STEEL STORM PANEL ( suOIs!na.l COUNTY COMMENTS TDDED DETAILS GENERAL COMMENTS [COUNTY COMMENTS IICOUNTY COMMEN i > ..... 5/21./95 1/10/95 5/1/96 5/23/96 96 /Z /L e c 1- N TWO 1/4"0 WOOD LAG SCREWS @ 24•' O.C. MAX. USE 3rd ANCHOR @ 24 O.C. MAX. FOR SPANS GREATER THAN OR EQUAL TO CONT. 6" x .125" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES GLASS OR DOOR .74 ma 2" x 2" x .093" ALUM. STUDDED ANGLE STORM PANEL (MAX. DESIGN LOAD x 72 PSF) O SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" T I — STORM PANEL W000 ROOF TRUSS OR FRAMING MEMBER "U" HEADER 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/2"0 THRU BOLT @ 12" O.C. MIL SMS BETWEEN TRUSSES STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 1/4 "0 RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 24" 0.C. W/ 1 -1/2" MIN. EMB. IN W000 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 PSF) D O "PASS THRU" DETAIL SCALE : 3" = 1' -0" -MAX. 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD 1/4"0 RAWL CALK -IN @ 5" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 2" x 2" x .093" STUDDED ANGLE O (MAX. DESIGN LOAD x 72 PSF) 1/4" 0 RAWL CALK -IN @ 6" O.C. W/ 7/8" MIN. EMB. IN CONC. OR OR HOLLOW BLOCK 2" x 3" x 1/8" CONT. ANGLE OR 2" X S" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. STORM PANEL O ANGLE BUILD —OUT B SCALE : 3" = 1' -0" _NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSFI SCALE : 3" = 1' - 0" STORM PANEL 1/4" MAX. 5/16" 0 RAWL CALK -IN @ 5" o.c. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ 1/4"0 STUD @ 12" O.C. EDGE MOUNT DETAIL in r! I s it ,„,\„„\,„„„„„.„„„„,„\„„,„„,.. p 1/2" 1 -1/2" 5" TO 10" CONCRETE PLYWOOD & STUCCO FINISH (MAX. DESIGN LOAD x 72 PSF) O C POCKET DOOR DETAIL SCALE 3" = 1' -0" STORM PANEL 1/4 "O THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2" x 2" x .093" STUDDED ANGLE SCALE : 3" = 1' - 0" 2 "x3"x1 /8 "OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTFS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) ANGLE BUILD —OUT 1/4 "O RAWL CALK -IN @ 6" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. (TYP. TOP & BOTTOM) WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 1/2 -13 MACHINE SCREW NUT 1/2 "0 RAWL CALK -IN @ 12" O.C. W/ 1/2 -13 MACHINE SCREW 2 "x3 "x1 /8 "CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. "U" HEADER STORM PANEL 1/4" MAX. APPROVED AS C N NG WITH THE SOUTH FLORIDA 5 N CODE DAT i 19 BY !AY PRODUCT TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -(9(0_1116-02. J W z 4 date 0 e A a 4 a LLn 4 a v O W O 0 3 W 4 W • O N N LL a KNEZEVICH PROFESSION NGINEtR FL Lic -,e" No PE • / Y 8 scale 45 NOTE (design by VJK N N m m '0 0 1 1996 4/1/95 drawn by GG (checked by� [checked J drawing no. 95 -133 sneer 5 of 6 SEAVIEW INDUSTRIES, INC. MAX. PANEL LENGTH = S'-6" MAX. PANEL LENGTH = T-4." MAX. PANEL LENGTH = 8'-8" MAX. PANEL LENGTH = S'-9" MAX. PANEL LENGTH = T-4" GALVANIZED STEEL MAX. PANEL LENGTH -- suoIs!AaJ uoildunsnp COUNTY COMMENTS] ADDED DETAILS 1GENERALCOMMENTS COUNTY COMMENTS COUNTY COMMENTS Ra 04ep 5/24/95 1/10/95 96/ _5/23/96 7/2/96 LeE Mil o m BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tv = .125" Tf = .125" 2" x 9" 5' -0" 15' -11" Tw = .072" 8' -O" 13' -7" Tf = .224" 4 9. EXISTING C.B S. • 9 4 N c 4 9 4 a .EME. d 4 A - 5/16"0 CALK -IN Co@ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST 1312 SMS 2" x 2"x .093" STUDDED ANGLE — @ 12" O.C. (MAX. DESIGN LOAD : 72 PSF) ALT. LEG DIRECTION THREE -1/4"0 THRU BOLTS 2 " x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1/8" x 0' -8" 6063 -T6 ALUM. ANGLES r ' THREE 5/16 "0 CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) ALT. LEG DIRECTION EXISTING C.B.S. J'IOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) Tf all 11/2" MAX. STORM PANEL V..%) HEADER MOUNT DETAIL SCALE STORM PANEL 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1/8" x 0' -8" 6063 -T6 ALUM. ANGLES THREE - 1/4"0 THRU BOLTS 4 ■ L7 Z -J Z 4 0. X 4 j 3 • : 1" 2" x 4" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) FINISH MATERIAL. STUCCO AND /OR PLYWOOD 1" x 2" 2 "x2' 2 "x 4" 2" x 5" x .055" 6063 -T6 ALUM. TUBE 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK @ 6" O.C. 1/4 "0 RAWL CALK -IN @ 8 " O.C. W/ MIN. 7/8" EMBED. IN CONC. OR HOLLOW BLOCK HEADER (MAX. DESIGN LOAD s 75 PSF) x .055" 6063 -T6 ALUM. TUBE STORM PANEL 1/4" MAX. O HEADER MOUNT DETAIL B SCALE : 3" = 1' -0" NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 75 PSF) m m� LI l7 w) J STORM Z PANEL 0. Y. 4 E 2 "x2"x.093" STUDDED ANGLE 1/4 "0 MACHINE BOLT @ 6" O.C. STORM PANEL (MAX. DESIGN LOAD s 72 PSF) O STORM PANEL SUPPORT BEAM 2" x 2" ALUM. TUBE BUILD —OUT SCALE : 3" - V -0" SCALE : 3" • 1' - 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE 111 & IV 1/4"0 RAWL CALK -IN @ 6" O.C. W/ MIN. 7/8" EMBED. IN CONC. OR HOLLOW BLOCK 1/4" -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III &IV 2" x 2" x .093" OR 2" x 5" x .093" STUDDED ANGLE TRAP MOUNT DETAIL r SCALE : 3" = V -0" 1/4 "0 THRU BOLT @ 12" O.C. ANGLE TO ANGLE CONNECTION 12" x 3" 2" x 4" I x 1/8" 2"x5" 6063 -T6 ANGLE O 1/4"0 RAWL CALK -IN @ 12" O.C. W/ 7/8" MIN. EMBED. INTO CONCRETE SCALE : 3" • 1' -0" (MAX. DESIGN LOAD 2 72 PSF) 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION @ 6" O.C. 2"x2 " x.093 " 2" x 5" x .093" STUDDED ANGLE O ALT. TRAP MOUNT DETAIL D SCALE : 3" = 1-0" NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) NON - STRUCTURAL APPROVED AS SOUTH FLORID DAT BY STORM PANEL BUILD —OUT 1/4 "0 RAWL CALK -IN @ 6" O.C. W/ MIN. 7/8" EMBED. IN CONC. OR HOLLOW BLOCK 2" x 2" x .093" STUD ANGLE STORM PANEL 1/4 ' -20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE III & IV OMPLY BUI G WITH THE G CODE 19q(n i /v 1r ,o, PRODUC � CO • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.96 16 •6Z -J (3. = r � r 4.1 t o C) ¢ Oa N cn N W w ad o z Z ° (V.J KNEZE /ICH PROFESSIONS ENGINEER FL Lic: - No: P 0V 9 =3 data (scale AS NOTE design by VJK /1 J m m 3 L 0Q0 Ln — r- Z 1 1995 4/1/95 drawn by Go (checked bye l VJKI drawing no. 95 -133 sheet 6 at 6 SEAVIEW INDUSTRIES, INC. 20 CIA GALVANIZED STEEL STORM PANEL MAX. PANEL LENGTH = COPYRIGHT 1996 KNEZEVICH ASSOCIATES, INC MAX. PANEL MAX. PANEL t i HUG-19-98 11:33 AM METRO PRODUCT CONTROL NOTICE OF Binnings Pan American 2805 N.E. 185 St. Miami Approved : 04 /02198 BPA.WORLDWIDE.EXTRUSION 13059316285 FL 33163 Internet mall address; poatmastcr @bu11dIngcodeontine.com ACCEPTANCE application for Product Approval of PA3 f1 wiring 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, along with drawing No. PA -3ASS, dated March 5, 1998. 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 ammcndments 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 tr.) meet the requirements of the South Florida Building Code, The expense of such testing will be incur.. by the manufacturer. Acceptance No.:98-0213.01 Expires :12/31/98 METROPOLITAN 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 PRODUCT CONTFIOL DIVISION (305) 375.2902 FAX (305) 372.6339 P.02 Raul Roca iguez Product Control Supervisor THIS IS THE COVERSIIEET, 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, s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage:' http : / /www.buildingcodeonlIne.com 4 AUG -19 -98 11:34 AM BPA.WORLDWIDE.EXTRUSION $innings Pan Amerlenn • 13059316285 P.03 ACCEPTANCE No, , ,^ # 91.Q. 213.01 APPROVED APR 0 ? 1949 EXrIRFS : _ Decemhor 31, 998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This:renews the notice of Acceptance No. 94- 0202.01, which was issued on March 28, 1994. It approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum awning window and its components shall be constructed in strict compliance with the following documents: Drawing No. PA -3ASS, titled "PA -3 Assembly Drawing," prepared by Binnings Pan American, dated March 5, 1998, sheet 1 of 1, 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 This approval applies to single unit applications only. 4. INSTALLATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELINCG Each window 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 documcnts required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 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 tight (8) Years. 2 Manu 1 Perez, F.E., Prod Product Control Division ontrol Examiner AUG -19 -98 11:34 AM BPA.WORLDWIDE.EXTRUSION Birth ions Patti me tem 13059316285 P.04 ACCEPTANCE No. # 98- 0;113,01 APPROVED ; APR 0 2 1SSR EXPIRES 2 Decem 31, 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 2. 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 its 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 seated 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 3 Mane 1 Perez, P.E., Product . o1 Examiner Product Control Division C .:: — 7 o i 4..."•it) a ...L.L.+G FS .•••11:: - et......i fit 26 3 - 8 DO 0 ',OD< TO LW< RIVET : A_ J M.. : .P." Ai lili'n 19 3 - 8D12 VENT _OCK FIN 1 STEEL PE R VE \ 2 PER VENT I i 20 3 -Bry 4 -DRAW3AR gc -HE Rnirr 1 A_Jm . 2 PER VENT 1 4 - 2 1 1 - -- C A S S (SS .3 CR GS a) . GLASS 1 AS RE OU :R ED 1 221 - - - CLAZI NG E EAD ALL ‘.1 1 , AS R ECU RED -y-c -e _xn.-,:-. 7-ric.r.: r R.._ G- .7.T1 • D: Mel .1.: 11" :. Z :7`.. .3— C.U1 I.; AL L.KA I Z..; -',:_tt: I L..; K _i'4 L M.; - 1-'t11 're N Ls, u Y.' 26 3 - 8 DO 0 ',OD< TO LW< RIVET : A_ J M.. 2 PER VET 27 3 -RC-05 HI NG= KEy F.r.iF_Tr ALU M . - 2 PE R VE \ SCRE F-RA ELa ME ALL"v1. I i DER WINC1.0 29 3 - 3C55 STRETCHER CL: 3 r 30 i 3-3.254 ALL.y.A. 1 A. - R. 'All \ DC* 3-3050 SCREE' Fr:AVE CCRNER ALLM. 1 4 - -7 R '1.1;\ DOW T M 2X 'SUCK VERTICAL INSTALLATION -AO KME 010 P.A. 5.4.5. 1 /4 " EMBEO 2" a, 3 T. WO3D CK PA-3 AWNING ELEVATION Anol.ant: ifailerteL iv S Ilediod. Pew 57/ - 0.1 0 Osta, r Binnings FA I 1 Pan 0 ,, 11American Ce rem. Pawl Illanallwr, PA-3 ASSEMBLY DRAWING P.O. Box 630038 2E05 N.E. 185h Street MIo-ni, Flor1do 331E3 (305)931-2350 PA - • I ihrvIekns SHIM AS R E.0 ..VRED r f-six BUCK VERTICAL! NSTALLATION 4.r 113.1Z. 3/16 otA. TApcom 1 1,74- EY3EiEI PIN 1" X P.T. W000 BUCK EO. OF; SHIU AS RrCJIR=" SFAC.I C VAX. •A BUG"( \SION FRAME 0_510. IX BUCK HORIZONTAL INSTALLATION 53 1/4" TYR " 7 . ! CESCR PTIO 1 - 3-55 i ATW FRAME HEAD 2 3-42 ' I 3 3- ATV/ FRAM E AM Es. • 4 • 3-C4 1 DRAW DAR 5 3- " r-- 1 TORG.•E SAR ARM 6 2-2 • . vENT ANC TRANSFER :IN( 7 1 3-23.A VE T I-EAI) I 8 3-2 VEN SL!_ 9 3 - `. : YTC VE 1.3: 3-25 1 VENT JAMB 111 3-43 • VENT H NG= 121 3-53 VEN LOC.< 1" 3 3-2003C FRAME W:_- 14 3-2007A VENT LIEAD WEATHERS:Rs? 1 5 - 3041 I COVER P_ATE 163-5C-3O! TCROVE eAR BEARNG j 7 -5033 OROLE EAR ARM EL.SHING • S LL •••• •••• 24 3-5312 EI2S-IING GUDE BILL OF MATERIAL I 3ESIGN PR.: RATING (PosTrvc1 -4:167 nrs;SN P RES SLR 7 RATING (NEGATIVE) - MA ERIAL REMAR<S A I A U AP ALV A : ALUM ALL'V A—M A A_U ••■ I NYE. W N —g- . PER WI\DCw 1 PER 'A' OvIs 2 : R. PER WINOOW ' PER WINDCW 1 : RER 1 "zER VENT 1 P=R VEV ' EOTTG.s.• VENT' 2 PER VENT 2 ER VEN 2 7 ." ER VEN AS REOLI RED AS PER t's: NCOW 1 RE.R s e,ONDOW ":"..-ER WINDOW - • — • ?ER ' LCW APPEcre AS CMV.YG 'AlTH rf sot.,74 Foto. 81PLEIti CIAT I L Z. tali. ET • rAUS.L.al BU911,1•1 OE CoV.?LPCE Off iCk • AC:EFLUCE 14 :25 SEP 08, 1998 ID: VINYL — TECH /PGT PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech /Progressive Glass Technology 1070 Technology Drive Nokosnis FL 34275 Your application for Product Approval of: Seri's 101 Out -swing Aluminum French Doors- Impact & Non- 1crpact under Chapter 8 of the Metropolitan Dade County Code governing the use of Aiterxne Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted Applicant along with Drawing No, 944, Sheet I lhru 4 of 4. has been recommended for acceptance by the Building Codc 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 ! "ode 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 arnmcndmen s to the South Florida `?gilding Code be enacted affecting this product or material. The Building Code Conlplianc Office reserves the the right to revoke this approval, if it is determined by the Building Codc Compliance Office that this product or material fails to meet the requirements of the So:Iti? Florida Baiiiiiig Code. TN! expense of such testing will be incurred by the manufacturer. r f�. ✓! I % L v! Raul Rod f I guez / Product Control Supervisor Acceptance No.:98- 0702.04 Expires:06 /30/99 TEL NO: (941) 497 -3655 #16203 PAGE: 2/8 THIS IS THE COVERSIEET, SEE ADDITIONAL PAGES FOR. SPECIFIC AND GENER...r. CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Bu ding Code Compliance Department and approved 'b the Buil ;ling Cody: Cornnmittee :o he used in Dade County, Florida under the conditions set forth above. Approved: 07/30/98 Internet rnaif address: postrrrastert)buildln geodwniine.cam Building Code CorTrpli_inc :_ )cTt. N ctrarolitan. Dade Co,.i : METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 A4!AM1, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION /205) 375-2902 FAX 0305) 372.6239 ;r 7 r �/ /.1 � �'tictflcs I33n <�er,1-.` Director Homepage: tlttp:iiwtvw.buIldingcodeo niinc.ecrn 14:26 SEP 08, 1998 ID: VINYL — TECH /PGT Vinyl Tech/Progressive Glass Technoloz TEL NO: (941) 497 - 3655 #16203 PAGE: 3/8 ACCEPTANCE No.: 98- 0702.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONIDITIONS JUL 3 0 1998 June 30, 1999 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 11.13.02 which was issued on Nov 20. 1997. It approves an aluminum outswing French door, as described in Section 2 of this Notice of Acceptance, designed to comply Nvith the South Florida Building Code, 1994 Edition for Mianii- 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 101 Out-swing Aluminum French Doors- Impact & Non- Impact and its components shall be constructed in strict compliance with the following documents: Drawing No. 944, titled "French Door-XX, X" Sheets 1 through 4 of 4 , prepared by manufacturer, dated 09 -05 -97 and revised on 6- 24 -95, signed and sealed by Robert L. Clark, P. E., bearing the Miami -Dade Counry Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shalt hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum out - swing French doors 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 application on Sheet 1 of approved drawing. 5. LABELING 5.1 Each panel shall hear 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. ' 1 5 °'C _L�41aNc, Ishaq 1. Chanda, P. E., Product Control Examiner Product Control Division 14:28 SEP 08, 1998 ID: VINYL — TECH /PGT Vinyl TecltfProt~ressive Class Technoio_ 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. TEL NO: (941) 497 - 3655 #16203 PAGE: 4/8 ACCEPTANCE No.: 98- 0702.04 APPROVED 3 G 1998 EXPIRES June 30, 1999 NOTICE OF ACCEFTANCF.: STANDARD CONDITIONS Renewal of this Acceptance (approval) shal be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data engineering documents, are no older than tight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not he 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 seated 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 nutnber preceded by the words lMtianti - 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 is 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. END OF THIS ACCEPTANCE Sic • C ‘, cz. 'shag 1. Cianda, P. E., Product. Control Examiner Product Control Division • (.9 MAX. • ON CENrrR 21 TrP. JAWS I ISAIrtlf; _R 4 L j 20 1/2" AfAr ON CEPtTER TYP. HEAD 6: SILL 7 I/2' -- 7 1/2 — XX taoi ON CENTER rer ;re 5:• -• 2 Re.is.ur U;telAdt MAX. 2 ? - H JAIvE7S _ensyLt mys •■•■•••••••••••■.•■•• ; ! T" r)DORC 1(.`,Vr•iat • C't•s•F ?Aye.; ., S .) 4J 0-50 ••' 4% 7 frezal A sm ■• I ".!:•.•:" ; 7 • 6' FRO.• r JW3. 21C • a sr&.r;:t, Q7 114;:i fiLIARt'AV. PEO:ienve LA M I MPACT D i CLAP.: I/4 reAr9 my..."■poay SEtiNi :.) A. x A 3.1 00 PAI5StiAr + 6) -e0 P.S.f. 4.) ANCtIC47 ..?" ,•,•:` A ;t A7• /J MAX 15' FROM ("VAi.! (juie) • 5Pt.:I.V.7 41 JAAfe$: I Ca) 5.; Avr.7 •• reit 2.L2LL AN.:;,„>/:A..:C Di. /Av. .V.r. CU 4 n 0 nn Inc /n -7 V 6.' oszo, D .8. cy/.24 9 ...., ..,... 5.,.: N.T.S E ••... 40. 4. Fun/ W.a . FO 5041/74,14 701 RENCH 000H - XX, X P.O. 80x ;52g NOKOMIS, FL. 34274 ELEV. t. • r • • n:21 • • S:stitt.:1 ;• • V.T;Artliza Ufl ". 944 • 14:29 SEP 08, 1998 ID: VINYL-TECH/PGT 497-3655 E - fl'A • •--.-. iiiIii I I • (.9 MAX. • ON CENrrR 21 TrP. JAWS I ISAIrtlf; _R 4 L j 20 1/2" AfAr ON CEPtTER TYP. HEAD 6: SILL 7 I/2' -- 7 1/2 — XX taoi ON CENTER rer ;re 5:• -• 2 Re.is.ur U;telAdt MAX. 2 ? - H JAIvE7S _ensyLt mys •■•■•••••••••••■.•■•• ; ! T" r)DORC 1(.`,Vr•iat • C't•s•F ?Aye.; ., S .) 4J 0-50 ••' 4% 7 frezal A sm ■• I ".!:•.•:" ; 7 • 6' FRO.• r JW3. 21C • a sr&.r;:t, Q7 114;:i fiLIARt'AV. PEO:ienve LA M I MPACT D i CLAP.: I/4 reAr9 my..."■poay SEtiNi :.) A. x A 3.1 00 PAI5StiAr + 6) -e0 P.S.f. 4.) ANCtIC47 ..?" ,•,•:` A ;t A7• /J MAX 15' FROM ("VAi.! (juie) • 5Pt.:I.V.7 41 JAAfe$: I Ca) 5.; Avr.7 •• reit 2.L2LL AN.:;,„>/:A..:C Di. /Av. .V.r. CU 4 n 0 nn Inc /n -7 V 6.' oszo, D .8. cy/.24 9 ...., ..,... 5.,.: N.T.S E ••... 40. 4. Fun/ W.a . 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BOX 1529 ,4 '?(IF-08 THU 15:11 METROZE PRODUCT CONTROL NOTICE Week Glaswerk GmbH 5000 Oakes Road, Suite F Ft. Lauderdale FL 33314 Acceptance No.:98- 0625.03 Expires:07 /22/01 GLASS MASONRY SOUTH Approved: 07/22/98 -1- Internet mall address: postmaster @bulldingcodeonllne.com FAX NO. 9545848824 P. 01 METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1803 MIAMI, FLORIDA 33130-1563 OF ACCEPTANCE (305) 3754901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: Glass Blocks 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, along with Week Glaswerk, Inc. drawing # 94 -96, dated 12/15/94 with latest revision on 06/29/98, signed and sealed by II. Farooq PE. 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 tnanufacturer. Raul Rodf iguea Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PACES 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Nomepage: Itttp : / /www.bulldingcodeonline.com .OGT -08 -98 THU 15:11 GLASS MASONRY SOUTH - FAX NO. 9545848824 P. 02 Weck Glaswerk GinbH ACCEPTANCE NO; 98- 0625.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 1118.01, which was issued on 06/15/98. It approves Weck Glass Blocks 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 (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating indicated on the approved drawing. 2. PRODUCT DESCRIPTION '2.1 Weck Glass Block shall be used in strict compliance with the following documents: Drawing No. 94- 96, titled "Glass Block Panel Details ", prepared by AI- Farooq Corp. dated 12/15/94, revised on 06/29/98 Sheet 1 and 2 of 2 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 referenced to as the approved drawings. 3. LIMITATIONS 3.1 Glass Blocks are to be used in non -load bearing wall exclusively. 4. INSTALLATION 4.1 Weck Glass Blocks shall be installed in strict compliance with the Approved Drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each Block shall be permanently labeled with the manufacturer's name or logo and the Miami -Dade County Logo. 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 document required by the Building Official or the SFBC in order to properly evaluate the installation of this product. • . JUL 2 2 19913 JUL 2 2 2001 Candido Font, PE, Sr. Product Control Examiner Product Control Division moms I azEs ! Cogs NU810 i MARRY 4' X B• x 3-7/6' CLEAR - W060 6 CLARITY or x $' X 3-7/6' CLEAR - NLIBO 6 QARflY 6 x 6' X 3-7/6' CUM t C0•.7TONE NUM 6 CLART' 12 X 12' 6 3-7/6' : CLEAR AKT15, FOtOe155 4 SPRAY • 8' X 6' X 3 -7/8' , CLEAR X RIB 6' X 6'. X 3 • CLEAR X RIB 6' X 8' X 3 -7/' CLEAR X RIB ' 12' X fr x 3-7/6 ' CLEAR Cr) LL) CLASS PLOCI( P.SR1NLY EVACUATED HOLLOR ONIS FORUCD AND PERYAW.NTLY SEALED Br IFAT maw 140 NALY£S or PRESSED CLASS IOCMCR APPROAW YOC(LS SNOOP ON TAW 1 I 1 i 1 r. L SO D1A. RIZONtAL LACDF3i RzIN RCING • x 10 L 9 GAJGC CALRAIO2113 S1EE1 S731 ROOS • CROSS R. CROSS RODS 0 ) -1f2 OC. Six NOCE 1 • L6 f r E_— 1.150 D1A. 613 HORI70NTAL TRUSS RF1I6ORCNG >• 2" w x 1o'L 9 GATE GALYANSTD STGL R^OS ZZ SCE NOM 1• CX C/2 <C m oo ®me El) I:E .C36 NICK Az WALL TIES /PANFI ANCHORS J 20 u GALVAAIZEO STUI, 24' LONG. 1 -3/4' 1113E SEE NOTE 1 1 EXP.ANS :CH STRIP 6 CLrETNY,ENE 'IAS'0t S,r r•tr.A, :4' LONG. 3-I /S' 81 01 SEE AVE 1= i 1' I4A8 \'• • 12' O. C. SEE NOTE / 6 \ / 14 X 1 -I /2' S.W.S. N// ITAS34t6 INTO 4100 10R P6TA M MA90NT• SEE NOTE W / N A B + / MD woce0 701 167•LA110N 70 WA9o•er SEE NOTE • 6 HAIL ErF'ANSON STRIP SEE 4011 / 7 ROMP= NC (2) 9 a CALM. S11 . PARALLf1. ROOS 7N TED 10CYER 4/ CROSS R00S 0 7 -I /2' 0.C. r . SEE NOTE 9 CA10494 O 13' 0.C. ALL 544046 20 GA 01LV. STEEL 5761• PERFORATED 24' IOIC:, 1 -1/4' 740t WED 01 YOTRAR JOINT zrD00 0 16' INTO .101$7. ,IAAtR DJZa;. J INSTALLATION TYP' 1, w0 sox SUPPORT WON 1ADOIR RIIFORCQIC PANELS nW AT LAMS Cott WAX. DESIGN LOAD v 4. 62 PSF - 62 PSF NOTOM SEE NOTE /7 2 x 6 *000 BUCK 1 CENERAI N01 Das STRUCTURE IS OESIO.LED AS PM INC SDU7N FLORIO* EtU10 CODE 1904 ETON FOR d•DE COUNTY. ALSO FCR WIND LOADS 4 PER ASCE 7-88 ttS9+C CORRESIORDN0 4110S. GLASS BLOCK STRUCTURES ARE •••••0113 BEARING. A8E0•3E PRONS10N 1467 9E WADE relR SORROW Or COtTR� x ms MOW CUSS DLO= mos. PRO1610N FOR OCPMr90N AND 1406£40/1 MUST BE MADE AT ALLIES ARO HEADS OF ALL PANELS. YCTRTM 1861 RXTr ORDCi 1:0942011 Salta. PANEL REENr72RL2NG SMALL EEC Or GALVANRED STEEL COUBS.L- *E FORMED OF TWO PARALLEL 9 -GAUGE WIRES 2' O.C. WITH ELCC.TRIGRA7 WELDED CROSS WARES AT REGULAR r(TEM AL3. 0A20.4 STEPS SMALL BE GLASS OW OR POLYCOOLDIE PANEL moan SHALL BE 20-0AUGE PER00R67ED SEED STRIPS 24' LONG f• I -3/4 *106 tovaloI MO PERFORATING. RAZ ROOK 6MLL SE LW N 014.7 TVC 1 aR '0' ICRON PER MTh 0 270. BOTH VERTICAL 4240 WEN LONEa1 YORTAR JOINTS S06LL BE AT LEAST 046- QUARTER MO NOT YORE THOM T7111II -fId 0lS INCH T1OCK AN8 putt BE COMPLLTCY MED. PANEL AKIPORS ANO RE71ECRC0404? st1011 BE SPACED AT A 1WI1•I OF 12' O.C. VERTICAL ANCSIOPS ARE RE0*4E33 ON INSTALIATONS TYPE 3. porn C.QyNFCflft To MACnNRY; • A %SINS %DOG BVCXS& IWM 1/4' • TAP004 1 -1/4' DABED. S 0IRE7Cr USING WALL TES: WITH 3/18 • TAPCONS 1 -1/4' 048ED. FOR KAMM OF FASTENERS REQUIRED PER ANCHOR SEE ORMLS Eq. o8 TINC r*ALO0 AA PE / 10067 APRICRED AS tGLVL0M; WITD TN* stow FICAIOA W' R21R O70j O - l , Br -'D UCT COMM Dalai 6uILIRIIG 670E C OTRCE ACC9711ACx ACE 0a o) V s ll d 94 -96 sheet 1 Gf OCT -08 -98 THU 15:12 GLASS MASONRY SOUTH Weck Glaswerk GmbH FAX NO. 9545848824 P. 03 ACCEPTANCE NO.: 98- 0625.03 APPROVED •J UL 2 2 1998 EXPIRES :JUL 2 2 2001 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 namc, 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 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 this last page 3. Candido Font, PE. Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- LO O M LC) A11040R • 12 0.0. sEE lot / B 21 / ■• 5 I -I/2• 5.11.5. WASHER -........................(. AN 11/10 MOOD 506 INSTALLATION TO 11ASO4 '1. sa NOTE JAMB DfZAN MORTAR — 1 SEE MT( 17 IluSS RONWRCE7047 E2)PCA WY. MIL PAA4/0. RODS =I L WASHER � WCCO CI) rum NSTAUAOom m r D(PN1S10M OTRF �., I4' 4RY SEE NOR CL ON SHEET 1 z ' O 2 O= - NICMOR • 12 0.0 11AJL SPAC0NC 20 CA 04W. STEE} STRP PERFORATED K' LONG. 1 -2/4 NTD( 0030 N YORG1 JORJT CO ORO 16• ROD J*012. INSTALLATION TYPE 7 TY0 SOX SUPPORT YON TRUSS REU45ORC2e0 PANES TIM AT AWES OKY MAX. DESIGN LOAD e + 62 PSF 62 RE7d0Rp / • 12 0.C. SEE MOTE / 0 • / ORM SEEt2 WIZ / 7 2 x 0 74000 ENC0 C WAX 0 12 O.C SCE NOTE 1 6 12 X 1 -1 /4 BAS ■/ YA91ER i � FOR INSTALLATION TO MASONRY SEI 1!011 ON SHEET 1 / 1 2 x :_1 /A• 5.115. 4/ • 01 moo w000 FOR 0d1*L 5ADN 10 Awd11Y SEE NOIn ON SNIT 1 6' NAIL D.PANSION STRN NORT SLE N0Tt / 7 Rt11ib110/10 (2) B CA 0114. ME M. PYUWLFL ROOS TED 1002TNER M/ CROSS 0006 1 • 7 -1/2' O.C. ANCHOR 0 12' 0.C. MAX . SPACNG 20 CA GALY. S1' . MP PERTOMAIFD 2A' LD11G 1 -3/4' WOE O/BED IM 1065AR JOINT 0X1DIG11I0 lr 11450 =WT. IAU�B�,L 0 LE WO1E . B !]1 0 12 SEE N01t 01SCE 170.C. NOTE B 12 x 1■1/4 / AN W/ YfA6N[A • INSTALLATION TYPE Y m it SAE SUPPORT MST11 10050 RONSORy1O PANAS 10 A! !Ales. wX AND SR1 MAX. DESIGN LOAD - t 85 PSF -85 PSF 12 mot INSTALLJ.tf0N TO' Ow SMUT 1 7 x 0 .000 B.00 MFAT) D*TA& SO DFTAII C11 ORS 1 wawa RA. PC / 111557 D1aJ4SESN STRIP ANC/IOR 0 IT 0.C. VAX. SPAC0 20 CA CALM. STEEL STRP 74' WAG. 1 -34' Y1DE WED M M0RtM1 JOINT DI21341224 $2 BR0 .094. APRY.:D 1l =PINING 2501 811 San n05:0A 6.11UXI '. 0)OP g -Tu / 2 1• Sep eT P200 mG Wr.SOM 1:2121.2124 00 0 0001 11 CORDI UN 9 0 1998 carat, .0. J2 LLS'03 •