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785 NE 94 St (10)CONTRACTOR W W Name n �\ S� �i ,AoaoCU License No. tl 0 S - l Address lc° 5 , � ' a v C Mi a av► FL 3 3 i &j La Telephone 1 Fax 3 ert Fax 5-13 3 j 9 Qualifier Name pyA ac ht L i r l ,l _ PROPERTY OWNER e (✓ ) Name IA Oh S t Address - - 7 $ '5 bN..1 0 1"-k • i1L tvnAA 3 X13 � ot/e, S � L Home Telephone . s L __ �i 6 ' — Business Telephone y S I _ l Fax 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'I Detachment Other • • • • • • • ▪ • ••• • • • • • • • • • • • • • • • • • •. • • • • • • ••• • • • • • •••• •••. •:• • . • • • • • •• • • • • ••• Master Permit No. Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. . .. ••• •• Complete the attaoted permit app)Zc4iQn which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type tt.allpw.fowa m ore ac C ate processing of your application. If roofing work will be done, a roofing application must be submit- ted along wi this;pet 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: 1 Address PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Zoning Square Feet Value of Work City State Description of Work 1 V1STZA.1,1 Linear Fe -7 6 1 Units ' 3100 r Tax Assessed/Appraised Value Flood Zone Base Fl PERMIT APPLICATION Zip ) C 9 0 rte Wtk S t Floors Bldg Value r Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT 0,4.F:D. App inp :j 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 SAN 3JIY1 '1QN fro :from sonstruction debris. 3. 4. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND aBRIS.: • ; ; ; :.: • • SWALES MUST BE PROTECTED FROM BEING DAMAGED I3Y EQUIPMENT OR VEH1tS.4I:DIv1/4Y NOT J 1SSh 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, P' 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. ATE OF Signature Print Name Sworn to and subscribed before me this day of Signature of Not SEAL: f Owner 2 4 J�I;t COUNTY OF MIAMI -DADE d S- Pu i is - State of Florid JOSE/1-i •. VITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 003 Personally known OR, Produced Identification • • • • • .• • •.• . • • :PE1214T APPLICATION ••. • • STATE OF FLU' : ; ! • NT j -DADE re : ontractor • ua Mier 1 \ Print Name `l Sworn to and subscribed before me this 1 C } 7) day of Ofitp` M 1 0a ;(7 O' Signature No ry Public - State lorida .L SEAL: JOSEPI - i ')AV iTZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 M9' COMMISSION] EXP. APR. 21 003 Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. 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 Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel _ Page 3 • •. • • • • • • • •.• • • . • • • • ••• • • RECEIVED AND REVIEWED BY: • • • ••• ELECTRICAL TYPE (,': T'.'Pp: QTY. TYI'P. QTV. Tl'PE QTY. Minimum Fee A/C Central 1 -3 Ton A/C Central 4-7 Ton A/C Central 8-15 Ton A/C Central 16-20 Ton A/C Central 20+ Ton A/C Window Air Conditioners Chiller Clear Violations Compactor Deep Freezer Demolition Dishwasher ..• 0 0 • QF'yet • ••• •• •. • Fan Fire Pump Fixture - Fluorescent Fixture Light Flood Lights FPL - Load Central Garbage Disposal Generators, etc. Heat Recovery Low -volt, Burglar Low -volt, Fire Low -volt, Intercom/Teleph. Low -volt, Television Outlet, Appliance Outlet, Wall Outlet, Switch Oven Parking Lot Lights Plugmold/Strip Posts Range/Range Top Receptacles Refrigerator, Comm. (p/PH) Refrigerator, Domestic Renew - Temp Service Repair Circuits Service, Number of Amps Service Repair Service, Temporary Signs Space Heater (kw) Spas/Hot Tubs Subfeeds, No. of Amps Swim Pool, Commercial Swim Pool, Residential Switchboards Temp Serv., Construction Temp for Test - 30 days 0 • • • • • • •• • • • • • .••• DATE: PERMIT APPLICATION • •• • • • INSTRUCTIONS: Rrea se iapatc the t5/pt df •work being performed and quantity(ies) in tie space provided below. PLUMBING TYPE QTY. TYPE QTY. TYPE QTY. TYPE QTY. A/C Condensate Bath Tub Bidet Cap - Fixture Cap - Water Cap - Sewer Catch Basin Clothes Washer Dental Chair Discharge Well Dishwasher Disposal Domestic Well Drainfield, 4" Tile/Res. Drains, Area Drains, Floor Drains, French Drains, Roof Drinking Fountain Filter Replace Fountain Gas - Appliance Gas - Natural Gas - Propane Gas Piping Grease Trap Ice Maker Indirect Wastes Interceptor Laundry Tray Lavatory Meter Set (Gas) Minimum Fee Miscellaneous Equipment Miscellaneous Fixture Miscellaneous Repairs Pool Piping Pump and Abandon Pump, Domestic Pump, Fire Stand Pump, Re- circulate Pump, Replace - Pool Pump, Sprinkler Pump, Sump Relay Repair Roof Inlet Septic Connection Septic Tank Sewer Connection Shower Sink Soakage Pit Solar Water Heater Sprinkler Repair Sprinkler System Supply, AC Well Temporary Toilet Temporary Water Closet Urinal Utility - Sewer Utility - Water Vacuum Pump Water Closet Water Heater Water Heater New Water Re -pipe Water Service Well, Supply SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Building Official / �? A . � Page 4 OFFICE USE ONLY CHECKLIST O OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ 0 Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine $ Zoning Review Notary •• • ••• •• • • • .. • • • • • . • • • •• • • • • • ❑ HRS / DERM APPROVAL ; ❑ I3j,�P ft • ev p.: (liestaurants) (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER PERMIT FEES $ (7 (2' (Specify & Attach) $ (¢.0I / sq.ft.) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) •• • • • • • • • ••• • •••. • • • • • • • : : • $ERMIi' APPLICATION • • ..•• • •• ❑ CONDO ASSOCIAfICSI . APPROVAL (Attach) •• ••• • • • . • ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 3 - NT) D CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com M I A M I•DADE BUILDING: CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 143'1' Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade County Product Cont Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth�dr areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Da a County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade ounty) reserve the right to have this product or material tested for quality assurance purposes. If this product or aterial fails to perform in thc accepted manner, the manufacturer will incur the cxpc of such testing and he AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 13ORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity i lurricanc Zone of the Florida Building Code. DESCRIPTION: Series IIR -201 Aluminum Horizontal Sliding Window with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Iloriz. Roller (STD. MTG. Rail) ", sheets 1 through 9. prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing the vliami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval d. tc by the Miami - Dade County Product Control Division. MISSILE IMPACT RA'Y'ING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or I go, city, state and 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 aril there has been no change in the applicable building code negatively affecting the performance of this product. TERMIINATION 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, fur sales, advertising or any othcr 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 thc expiration date may he displayed in advertising literature. If any portion (tithe 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 attic Iuilding Official. The submitted documentation was reviewed by Raul Rodriguez 02.0 310 10 tom MIAN11-DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 wES N ' AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAN (305)375-290S Expiratio Approv NOA No 02 -0313.10 Date: June 27, 2007 1 Date: June 27, 2002 Page 1 0 _20 (j r rl A7 BAR 2 3/ 1 IJ P2 1. .050 MIN. CORNER PAN r1 3' !. 7/8' 1 3/32' 3 7/32' �J rL A7 BAR 3/ 170 H2B 2 nJ n 7/1(.'1 rJ n r✓ i f 0G " 1 29/32' MouN71NC HOLES 72 1/2 0.c. rJ CROSS SECTIONS ru r, ru 090 .0°.3 J 2 3/8; H, 2' VARIOUS TYPES Or r- TRACK NOT SHOWN ) 3/2' 7/8' 3 3/32' 3 7/32' 3 3/32' 3 1/32' 3 7/32' 1 7/8' 0) re SPECIAL NET PANEL SECTION 3/ 4 ' 21 TYPICAL STUD MAY 6E !WALLED IN REVERSE DIRECTION 7/8= 13/ r .090 0J I2H ;/5" M114 L3H J 7/e U /N. 2 7/4 n' ALL STUDS 3/6' ( 7)P. ) 411 APPUCA710n5 - r 'NCLUDES STUDDED 71 J •1 2' r. rJ 1/d -20 X 3/4 75 -8 S7AJNLESS STEEL xNURLED STUDS 2 7/2' O.L. REFER TO APraA:ITIOWS ON SREE7S : C .3 ANCHOR MOUNTING HOLrs LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG. 10 18 AND '19 STUDDED ANGLE DETAIL AIL 1/5 Y 2 7 /2 PLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE 01‘.4 PL IF .� VI //T) -i: r.GC 190.1 EDITION r i7/; O• COUNT Y. SOUT/-' TLOPJDA Elur.D/ / ✓G CODE 231•%.5 IA71(:1 /£ LOAD %[STINE. iii•:() 25/5 JM )C7 71'575 DE /GIV CRITERIA: L')ND LOADS PCP CHAPTE /:' 2.3 cr S / C . �L£SSUk£ Rl OL' /RL1!£I:'7 CAL CULA7JON . MUS7 BE PEPFORI✓ED PEP ASCU 7 - 55 'L!1IJP,.•LU/! DESIGN L(lAD` r0/ SUJLD/M3 AND C•TH[F 37Fi7C7LJF£ GE /,I ERA.L LvO TE S. ANGLES S7UDOE0 /N SHORTER LEG ONLY .:L ( A1. UIJ/ /✓U'.J £>r7P1✓5/n/•15 70 Ef Al L Or 606S 76 OF (Owl S TORY.! PANEL SHAL 1 BE 24 GAUGE STEEL. .S71.1 -553 50 GRAD!" r. MIN. ry _ PO 1:' L11 /1 /!UL/ V WITH . IaIINI!Mt_ THICKNESS HOT DIP C0.171 D. IL /7H A I:'n1,n1✓41 I AD7H Gr 22 ; /2" 7H( 57OPI.! PANEL SHUT;(F. IAA) gf 11•JS7.LL(D 1!"R7'CALLY D.^• 1/1 ACCOr'DAJ✓C£ 70 TH( D[7A/L SP£CInn 710145 HEPE//✓. A'AN1 5 MAY BE NOTCH( ( OP M 70 ACCOMMODATE AN 055. ANCHORAGE Of iH£ SHU77EP SYSi 1,! i C 70 CONCRE7E OF' A!i,SQ! ✓, ^1' [HALL C01'1:315 i OF Li 7H£ rOL LOWI /IG OP COu WITH M11✓Ib!UA! UL 71 /147£ LOAD VAL LIE 5HO7 N /•1 /4 - 8/4. PAVTL LOK /EOL 7 ANC)-1D ( SLEEVED DRIVE 'v./CHOP ) ANN. TENSILE 7 ;9.0 - /1/!.'. SHEAR 7 520 - 1 ;/:" MIF.', CM ED. IN CONCRETE !m. 1.0/1. 7ENSILE 7 200 - 1,01✓. SH.;'AP 1270 - 1 ;/8 ' /..//f £//SCD. IN 114SONP 2/ - -20 PAWL CAL K. - IN ANC/ -'OP ( / ACH.IN( SCR; I8' ANCHOR ) li/ /7H 1/1 -20 60173 //1/✓. 7£1 1570 - 1111.1. SHEAR 7 7.30 - 7/5 M1I. £1 u✓ COWCFCTC Z /11N. 7£ /✓S/LC 550 - :1/1.'. SHEAP 7340 - 7/5 /1/1 ✓ £M6ED. 10 i /ASC'NPY 3/ 4 _ PET? /dA -SEAL 7APF£F, EY P.AwL ( /1A501• SCRE1YS VAP.JOUS HEAD TYPES ) MIN. 751 7520 - ANN. SHEAR 1250 - 1 1 /2" LIEN. £1.15£0. 10 CONCPE MJN, TENSILE 850 - 11q•1. SHEAR 7270 - 1 7/1" Mu•1. £/,1850. /N l/4SONPY ' 1/4" LAMAC NAIL IN EY RAWL ( iAMA HAMMER DRIVES ) 1 ✓.IA'. 7(' /L5 E60 - Idl1✓. SHE/.? izoo - 1 3/5' 1.!w (/15(5. 1/I CO /•ICR£T£ M1/' TENS/LE 750 - MIN. 5 7520 - 1 7/ LN✓. C/!5SD. IN MASONP. y ANCHORAGE 70 WOOD CONSTRUC7101✓ SHALL BE 7/= STEEL LAGS OR LARGER WITH 7 _ / /.l /•'. THREAD PENETRA'10i✓. 7 -20 601,53 W000 EUSHI; /GS 00 EL CO PANEL 1147£5 v./.17H 1 7/6 /4/N THREAD PEN( 7r.AT/DA' OR 1 /1 MASOnARY SCREWS WI7H. 7 7/8 IV1N. 7 READ PENETR•ATIO1+'. REFER 70 SHEETS 5.6 & 7 OF 7 FOR ANCHOR. SPACING AND MIN /MUM EMBED,. ENTS IT SHALL BE THE RESPONSIBILITY OF T1-45 CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LA8(L OR STAMP SHOWING 79 _ METAL 7E CH. INC. HIALEAH_ FL " " DADE COUNTY PRODUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED IN EACH 1EADE0 OR ONE PANEL OF EACH OPENING. STATING - STORM PANEL 5 WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RE /NFORC/NG STRAPS 00 601T5 ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FASTENER COMPDNENTS, £115£00£0 ANCHOR WETS. THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST B£ PROTECTED AGA /N57 CO0R0510N, CQNYAMN•IAT/ON AND DAMAGE AT ALL 71/!5. )•' 1 3 14"0)4. T143L1: KEY HOLE WASHER ROBERT S. MONSOUR, PE EB- 0006024 EI)MI1' ENGINEE INC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY HO.. 51; zz 2. PRODUCT Cy TIROL DIVISION MLIANCE ACCEPTANCE BUILDING CODE N0.()l COP - n Z C C QOFFICE J 24 ga. 1 )-) t 5E•/JPB t 1 02/70/9.5 SIIOliv.' ) 1 1 I NOTE* E D1 NOTE* Sr£ ANCHOR. SCHEDULE CONNECTION TYPE "D" DETAIL 1 A .i(( AN(.Hr7G SCHEDULE CONNECTION TYPE "B" 500 IJ(AD( DETAIL 5 E.D. � • .NOTE k _1 OBSTRUCT/ON G 1 FLOOR PLUG AND MACHINE SCREW ANCHOR 72 O.C. O 20 FULL STORM PANEL (TYP.) I- /(ADCP or SILL • DETAIL 9 SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTI'S. PANELS MAY 8E ADDED TO WITH A MAXIMUM ADD -ON OF 3 FASTENED TO PANEL BY THE USE OF #64 POP RIVETS 3/16_ TUBULAR RIVETS OR 10 -24 THRU BOLTS 16 ac. CORNER PAN ANGLE MAY VARY "10 On. 19 RANG( MAY BL R£I '-1/4-20 >J/RO BOLT v./ LOCI( NUT 12 0C S(E AIJCJ•70R SCHEDULE CONNECTION TYPE 'B" oF 0T7+'rP HEADER o r SILL REFER 70 THA.7 APPLICATION FOR. PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES rAs7E J TOGETHER. WITH j6- RIVETS OR /YE T£CK SCP.EWS 12 0.C. RETURN PAN, ANGLE. TUBE OR w'OO MUST BE USED ON ALL BUILD OUT CONDITIONS TO (Lost oFr ENDS RETURN PAN vAROUS SIZES X 7 1/7 FIAT BAR l SILL S7U S 57UDDLD „7TH n7NGNU'� IL B 5(( ANCHOF' SCH(OUL CONTECTION TYPE "C" DETAIL 2 PLAN VIEWS DETAIL ;2 A, 6, C & D _ 1 / C D.< NOTE:* SLOTTED MOUNTING HOLE mAY BE USED !1J CEUT(P. KEE OF PANEL. T'YP. FOR ALL SPECIAL PAN APPLICATIONS. ) -(AD(P or S1,1 NAY E£ 11JS; ALL -D uJ I(V R5( DIRECT ION ; Le ww. . /- CONTINUOUS SLGi.lal/G r�JOr♦ 9 ;/76 AIJCL 8017(0 7oC(TH£P WITH 7/4_20 7HRU BOLT W/ LOCK KIT USED AS HEADER Or SILL SEE ANCHOR SC CONNECTION TYPE "E" DETAI 6 NO * 7 5 /8 MAX. NOTE:* £n . I " 'EC. 715 PSF MAXIMUM MAXIMUM PANEL. HEIGHT 96"• - DETAIL 10 DETAIL 3 HEADER 0 S111 ,P 77 MAY 61 INSTALLED 1/J P.(I1R5E DIRECTION AS IN 0E7 -1L 6 1 9 COIJTINI/OUS &COCKING OR 3/%6 ANGLE ORO CONTINUDU5 610CJ.1NG /16 ANGLE / r - 7/ - 20 MAS4INE SCREW .41/CHOR WITH SIDEWALK BOLT OR T /4 " MASONRY SCREW 3 O.C. £O 3 , Aviv. EDGE DISTANCE POURED CONCRETE ONLY OPTIONAL 7)51 or '; TOR PURPOSE of FXT(7JD7N ` 7V4L1 FLOOR PLUG AND MACHINE SCREW ANCHOR 72 D.C. /CAI SILL ON BorTom 7/4 -20 >• 3/ KNURLED STUDS 41 1 WASHERED 177NGNL1T5 ( 7YP.) OR 1/4 -70 RIVETNUT WITH I/ -20 FLOOR PLUG (TY'.) do r' �� Q JIJ5IDE CLOSER PAN ASSEMBLY � 3P-70 sal - 3� LAN � PAN 3441101E 31 4 -8' ,A0U B7'dJ - ( i) �I� c " (' l 1J( ;Orr o , 511: (D 10 5(1 A/JCHOr SU +r0U1 CONNECTION TYPE "A" 8011(0 TOG£TH(.= •r,7TH. T/4 -20 THRU BOLT W/ LOCK NUT 6 0.C. USED AS HEADER OR SILL MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED I/4 AS VIEWED FROM FRONT VIEW NOTE* PANEL NOTCHED 47 EOT-OM 70 PISS OVER STUD AND WINGNLI7 IN SILL (EACH 510/) X 701 lG 1 0 , 09 ) j� • 10 '.' . 14Ott: * .•(C /,NNHOF S(.H(EJU1( CONNECTION TYPE "C" ( 11 1 n, DETAIL 4 l 5£L 4: -•Q• 5CT•t01311 CONNECTION TYPE "A" COIJ7/IJUOUS Ia0OD ELOCKINJ VARIOUS 5 ILL TAIL 7 C' MhXU(vu NOTE:* ',E.D. CSTDRM ROBERT S. MONSOUR, PE BB- 0006024 371715 EF7GIT9EEEING. NOTE * d3t> T 6 . 0.0 E.D. - 1 I Or 1(0 07HER i- '(AD7R or SILL FEr£R 70 7 HA.: APFJ ICA:I0N PROPEP. COI:/ /(C)ION TYRE /4=1 f • f. 2 MAXIMUM IMPACT' STORM PANEL 14ORI7O(:TAL INSTALLATION LLEuZ.T)01) O�Q FOR PANEL MA)' BE L4OUNTEO V. of )40 &70NTALLY DETAIL 11 f E, D. '3 •• NOTE* 'J (0 1E0 .I E D.' , 1., ) R _ S££ ANCHOR SG }'EDU1£ rm.'�pr.• nr pDrr ;! :�� r0 CONNECTION TYPE ' D" I I + 1 OP ' CON77NVOUS EL OCK/NG IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO W /TH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER, SYSTEM MAY BE INTSA•,LL INTO WOOD, CONCRETE. MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 Y. 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE • APPROVED AS COMPLYING WITH THE SOUTH, FLORIDA BUILDING CODE DATE ► 2pp BY PRODUCT ,fT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q I "OZQS� WO 3140777' 95D( K,+ 0 1 /70 /os ) /£R 7 /CAL JN_.TAI LA7JO1.' LLCI %T ION SEr .61. SCHEDULE CONNECTION TYPE 'E" DETAIL 8 1. . OR 19 C01071/JUOUS ILOCIONG BOLTED 70'L+HER 771734 1 /4-20 734RU SOLI 1)/ LOCK NUT 7.7 D.C. X1/4 -20 X 31 KNURLED STUDS WITH NYSHER(D I)'INGNUTS 12 7/2 0.C. (T) ) 2 l /4 20 71 OOP PLUG W 1. 41 HI NI S C. R( W ANCHOR /1('Q(1 OR 5111 (,01JCR[1( OR 14/ ;OIJRY CONNECTION TYPE "A . ,Ertl. 70 Orr(C11O1V (. HAr'7 1 Q✓ 1nL71:L)y. ac 57O1::'1 ✓. PANE( CONNECTION TYPE "n.' \\ 1/A -20 1L00r PLUG W17H 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL 11470 W000 NOTE* a i " MIN. G1 ASS DETAIL 15 - .5/4 • M.A,'. 1 1/4 - MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" SERVE THRU WINDOW STORM PANEL . DETAIL 19 AEADER or SILL N07£ 7)-i[ 1.1E1A177CH STORM RANE1 IJ4Y 57 II tt',7HOu7 7HE U.S( Or AN rx7RuD(D HEADER Or SK1. 114( SHU77ER I.4AY Br ANCHORED DIRE C71 )- 70 IHE S7RUC71Jr:•L 1ae7H 71-i[ uSr Or ON7 OP A CO1 Bu,'A1101J or DE All 13 NOTE:* 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM NOTE:* .• - > D )1'.L . • E0 . E 1 yw WOOD COUNTER 1 1 /4 " MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER or SILL DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12 " O.C. NOTE* CO pmt POTS NOTE:* I/4" P.41•111 MAT [ SCR( w W /7H ; 4 - 70 will-1 WASH[RED WINGI'JU7 �� HEADER OR SI( L • �,"I r • I'✓OOD. COf,'C RE 17 OR ' MA5QNRY E D! CONNECTION TYPE "A" L 1 1 /CO7NITION TYPE "A " 1 /4 " PANEL MA7E 017H MACHINE SCREJ4' HEAD WITH 14- 20 SIDEWALK BOLT HEADER OR SILL WOOD. CONCRI T[ OR MA50NRY PETER 10 DTr[C71o1 • CHAR; GI A 1L7AL - CE. rrc 570R'J PANEL O i0 or OHEADER or SILL CONnNUOUS BLOCKAaG R 79 7/4 ANGL E ®or 0 HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 17 SCREWED OR BOLTED TOGETHER 147T74 7/4 -20 THRU 801T W/ LOCK NUT 12" 0.C. 7/4 -20 MASHIN£ SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. 3 MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL 5 HEAD PANG SECURED WITH. 17ASH[R[L' W 5 70000 DETAIL 18 NOTE:* TINI..H R(RIR 70 DEr(C71ON C HAP7 NOTE`* SEE ANCHOR SCHEDULE CONNECTION TYPE "C" NOTE:* @)OR® IE CLt ./NECTIO(1 TYPE ,- LIL L C 0. i - 1 ��- -� $ :0R1.' PA'eEt HEADER or SILL .L. / (t o L.0. GLA(5 11 E i.1OtE* OO+ ✓ I Co ONNCT)0t1 TYPE "A" 1:1,?. STUCCO 11\15 i ALLA1 lON DE TAIL 14 I SEE 4N ' .- a 1 ANCHOR SCHEDULE ED E „ jr CC- .= .O1�N�NECT3DN TYPE A" y- -it NOTE:* AN. DETAIL 19 HEADER or SILL 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000. CONCRETE. MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL 70 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCUP,ELY A77ACHED 70 FRAMING STRUCTURE ROBE., S. MDNSOUR, PE EB- 0006024 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE O 3 L Z-001 BY 1 PRODUCT C fTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. (DJ - 020S- Oi A- MEN • SEP / JRE / RS: 0 1/10/.9 SHOWN xr 3 c DESIGN PRESSURE PANEL SPAN 44.40 724" 47.87 723 51.23 7 79" 58.06 7 72 67.47 70 66.85 7 04 77.46 700 75.30 95" 87.45 88" 86.83 82" 97.44 78' PANEL HEIGHT 0 -90" 1 . •_ 17.... V1,J.LL MOUIIT 2 5/8" 1 .3 1 /2 INSIDE MOUNT 2 5/8 1 5 1/2" BUILD OUT 2 5 /8" ( 5 1/2 PANEL. h'EIGH7 0 1( -) 24 WALL MOUNT 2 " , 2 ;/ J .. IliSIDE MJIUNT 2" 2 ; iz .. BUILD OUT 2" 2 ;/r .. 711[ 7A1 T£Ch STORM PANELS MAY BE INSTALL ED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER 70 PANEL DEFLECTION CHARTS. n - 0 Lr lq ti 24 ga. STEEL F P oN7 VIE 11 SIDE VIEW HORIZONTAL BRACE STRAP -/ HFAT)FP ANT; .SIT 1 1/4 -20 STUD WITH IdINGJ•1Ui 22 1/2" O.C. 2/B" x 3/ FLAT ALUMINUM DAR SIDE VIEW FASTENER MUST BE IN NORROW PORTION OF KEY HOLE. IF NOT A KEY HOLE WASHER. SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" n 1 124" 1.14).'. PANEL HEIGHT 1•I!� PANCL STFrhP IS RCDUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MM/UM DISTANCE BETWCEII GL ASS AND PANEL HORIZONTAL BRACE STRAP 1 DETAIL i 3/8' (TYP.) FRONT VIEW MAXIMUM GAP BETWEEN PANEL AND HEADER. 15 1 /4 " (TYP.) DETAIL "F" 3 /4" DETAIL 13 ON SHEET DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP d 8077014 NO HDP. OR SILL KEY HOLE WASHER PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY DETAIL 3.4. & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL DETAIL .3.4. & 8 ON SHEET 2 HEA DER WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH STUDDED HDP. /SILL FRONT VIE V SID£ . VIEW AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 2 ON SHEET 2 DETAIL 25 ON' SHEET 3 KEADEP ON SHEET 2 CLASS ///./ /// S WALL MOUNT WITN HDR. AND SILL 1 224" MAX. PA/'(L HEIGHT ONE PANEL STRAP PA/ LOC M1D5FA1.1 PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DISTANCE BE71Y£El•/ GLASS AND PANEL DETAILS 5.7.9.10 AND 21 DETAIL 2 ON SLEET 2 ON SHEET 2 DETAILS 3. AND 8 DETAILS 5.7,9;0 AND 2; ON SHEET 2 TYPICAL SECTION VIEWS (it ROBERT . lA t, PE - �a n n N5 fl CY A 3R BUILD OUT 0£T1/1 15 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT MTH HDP. AND SILL WITH HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • 2 ZO• DATE BY PRODUCT COOL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Oi D2-05 •01 SEP /JRB 01/10/98 S ?son vin 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNLCTIOP!TYPE 59.6 PSF 71.5 PSF P[1ur tLO'CrTi[ LU +CP[ TL•LQC✓ P0ur LO LUU: +'C1 W'''7vP[ COI❑li. Cl IUD+ I WI LUlli[UNJ:7 N'['l LUIS$L11O) 71PI ANC HOT, TYPI j PAN[ 1 I.D. A ! C• 1 C j D 1 r A 1 L' c 1 D j [ r 5 C D 1 A 5. C D 61 Sr nn 16 13 11 13 16 13 13 13 13 16 13 0 )3, 1 16 13 10 13 13 15 i3 7 • 13 13 16 13 6 i3 • 12 i6 13 9 13 13 16 13 11 13 +_. 16 13 7 13 13 16 13 v 133 )3 16 13 6 13 13 1G 13 7 )3 13 7 i14 !fill 1 1 "E-".----91 !,1 .. Si i IVI /4 CHDti )I4 1 IA MIN. I MBE DI✓dW7 Ea' SPA 16 . 13 . 8 . 13 13 16 . 13 10 13 13 16 • 13 7 i 3 i3 lib 13 B i'' )3 16 13 5 13 13 16 . 13 6 13 13 16 8 • 7 12 )3 16 9 B 12 13 ... ......... .. ..... ............ .. . 16 8 • G i0 i2 i5 8 • 7 )i i2 i5 7 : 5 9 10 15 7 5 .9 11 1 114_ • )95' Sean - 16 7 1 2 13 16 9 8 12 13 16 8 5 11 12 16 8 7 11 12 15 7 5 10 11 16 7 5 10 11 15 S 6 7 6; 15 5 7 7 G 14 5 5 6 5 14 .5 6 6 5 12 4 4 5 5 ; 12 4 4 6 5 7' 1 : /`' )24" Span - 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 i 4 2 12 .. 5 2 4 4 6 5 .r..: _ ---._'_ _.. ..... _. _.._.. - - - - 2' ) 114- [ • 6E" Span 16 13 10 13 13 ' 16 13 8 13 . 13 15 13 7 13 13 15 13 7 13 13 16 13 6 13 13 1 14 13 6 13 13 16 1 3 8 13 13 1 14 13 7 13 13 16 13 7 13 13 1 13 13 6 13 13 15 13 6 13 13 ' 12 12 5 12 12 2- ri ,III 1 1I4 6 I � — 1/4' SLEEVED DRIVE ANCHOP. , 3'e" MIN. EMBEDMENT sr Sp P0 - )6 i3 8 13 13 13 10 6 13 13 16 12 6 13 13 12 9 5 12 12 14 11 5 13 13 ? 11 8 4 11 11 15 7 6 10 11 i 11 5 5 7 6 13 6 5 9 10 i 10 5 4 6 7 12 6 4 8 9 1 9 4 4 6 6 2- 11!4 1� Span i5 7 •6 10 11 ' 11 5 5 7 8 13 6 5 9 10 10 5 4 7 7 12 6 4 8 9 9 4 4 5 7 13 4 6 6 5 i 9 3 4 L 3 11 4 4 5 4 1 B 3 4 4 3 1D t 4 5 4 j 7 3 3 4 : 3 {{ ..' (-1 114" 2A111...0 H.AI✓,MER DRi•✓E 1 315' MIN, EM,°EDME1dT 2" 1 j 124 Span p - ,. 4 5 5 5 9 3 4 4 3 11 4 4 5 d 8 3 4 4 3 10 4 4 5 4 - 3 7 3 4 3 = -_ _ _ = - - - _ __ — .� _- - -_ -__ - - _ __ _ _ _ _ _ -=-_ -. _ .- - = =- - _' _ = = = -1 _ - - -,: =_ -= '-:. = 2 1 '•I`" VARIOUS HEAD TYPES 1 ::: ll.1-MMail.P,:�S.IX 1 , - fie Span 3 16 13 13 13 13 ' 16 13 9 13 13 16 13 12 13 13 I 16 13 7 13 13 16 13 10 13 13 i 16 13 6 13 13 16 13 13 13 13 1 16 13 7 13 13 16 13 10 13 13 1 15 13 6 13 13 15 13 6 13 13 ! 14 13 5 12 13 2" 11/4 E8' Span 15 13 12 13 13 15 12 7 13 13 16 13 10 13 13 1 14 11 6 13 13 i 16 13 8 13 13 13 10 5 13 7 3 15 11 10 13 _ 13 1 13 5 _ 6 9 10 16 10 8 13 13 i 12 5 5 8 9 O 16 7 12 13 i 11 5 4 7 8 2 argt. l " itf 7i L1 I.111L 1�: i. 5V - �� ; 1 114 105' Span 1 6 11 10 13 13 13 6 5 9 10 16 10 8 13 13 12 6 5 8 9 16 9 7 12 13 :• 11 5 4 : 7 8 16 7 8 9 7 5 5 4 1 11 4 16 6 7 8 6 � 10 4 4 5 4 16 6 5 7 : 6 1 9 3 3 4 3 _ Or t i -- i 2" 1 114 1I4 MASONRY SCREWS 1 )/2' MIN. EMBEDMENT 124' S an p 3 ;5 7 8 9 7 11 4 5 . 5 4 1 ! 5 5 6 7 8 6 10 4 d 4 15 5 5 7 5 9 3 3 4 3 ' -_•= =- _ - = _- - _. - ', :_vim �. - ....- - -- -_ °•--- —=- == =•11 _ ___ _ - �- - - - == - _-_---'' =r= '� - _ _ _ � : •_ r % ' L _ - - - ,__� -� __:r. _ _ r- a .� �_ � -^ _•- __ =- __ -_= _ -- :P.--1:-- " :-•%�: = - 4 1 114- .. .r. : - ==_:�+ 6E SP an 16 13 13 13 13 1 16 13 9 13 13 16 13 13 13 13 15 13 8 13 13 .15 13 11 13 13 16 13 6 13 13 16 13 : 13 13 13 j 15 13 6 13 13 15 13 11 13 13 . 16 13 6 13 13 16 13 9 13 13 1 14 13 5 13 13 2.5' E6 Span 16 13 13 13 13 11 13 13 8 13 13 16 12 7 13 13 11 6 13 13 10 5 13 13 16 13 11 13 13 j 13 6 6 9 10 16 12 9 13 13 1 12 6 _ 5 8 9 16 11 7 13 13 1 11 5 4 7 8 1/4.20 r. 71E' . 112 DIA. MACHINE SCREW ANCHOR 7/8 M1N. EMBEDMENT 2.S 16 13 i4 13 13 2 15 10S Span 3 16 13 12 11 11 13 13 13 - 5 6 5 4 9 10 i6 6 - 9 11 - 9 1 11 4 - 5 5 4 16 8 7 10 8 I 10 4 4 5 4 16 7 6 9 7 1 9 3 3 4 3 2.5 16 - 9 13 13 i 12 6 7 13 13 1 11 5 8 9 7 8 16 124 Spar. 16 8 9 11 9 1 11 4 8 7 10 B 1 10 4 7 6 9 7 9 3 5 5 4 4 5 4 --r- : r v '1. ;S e s --,- e... =- 1 z: Ga : == . '- _ :. c _ . _ L. -- : -, r ,. = �.— : •::� r : — ::c C:�t ^:E: _� ;a. : rr' i .c4 , ' ; : 4. , '.. i.- '.5 •- _ -r. ....._ - •,.1_ -';i_: 2.5- 15 16 3 4 3 - •='•' — = `= ='- `•== °� >.�.::le,_:.__ ay _:_°•--5.. • .; A N C H O R S C H E D U L E ROBERT S. MONSOUR. EB- 0006024 04•7Mlr CN w- NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMltANG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMA! £Nr DUE , Al'D (DU DI,r•,7A1JC£ S7UCCO /no/0n. 11 1 r 1h4 HC..=.. 3HN01_ , L/-5 RE.='F.L,;E1•.'7 ANCHOR C0/'017101,6 THAT ARE P07 ACCEPTA5� 17 SHALL BE THE R 3PQIJSIg1L/TY Or THE CO317RACTQP. TO 1 /£P.1r)' THE S[.'1JlJQ1JM Or THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM i Y BE IN7 51LL INTO WOOD. CONCRETE OR MASONRY . PE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATED 3 ZZ /Z—Dpi BY PRODUCT r % TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 H 02-0 - I: 13 / /c7ji :I ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 81.5 PSF 91.4 PSF noun! DCOwCrilf [o BLOCK PCM /P /11 [NJC PI tf BLOC. CUww1:C7101,1 yrt- Co.n 1vrl: CUn/LC1itn lmE CDI /IJ; C110111 ANCHOR t';ri PAM!. I C.D. A r-. C O C A E c D C A E C D C 1 A E C D f ll 6E span 3' 16 13 • 8 13 13 i6 13 9 13 . 13 16 17 : 6 13 13 16 12 7 13 13 it 11 5 i3 13 i6 n 6 13 16 9 8 17 13 1 16 9 9 122 16 8 ...7.. 11 13 1 16 8 .....7... fl 3 15 7 5 10 11 ! 15 7 6 10 11 7• J 1 ` i ti I I j' , 1 /4' t /s• SL[CVC ANCHOR 1 1/4 1.411.1. C met DM[laT EB Span 16 6 6 8 7 16 6 7 8 7 14 5 5 7 6 14 5 6 7 5 13 5 4 6 5 t i3 5 5 6 5 14 5 5 6 5 1 14 5 6 6 5 13 4 4 5 4 1 13 4 5 5 4 11 4 4 5 4 1 11 4 4 5 4 7 1 1/4 1CY• Span p .. . -_.. ... ...... ..._... \ \ :; - i:r v: ., i. ,....,... ........... -._. r ....: ,, _.r__.r:.: r:::r r: -:: =- r- :. +- r -_ -_.. ._. _._.._ ........ •... .,:._._ .... ..__ ._ ... .. - __ frr.�.:r: ... r._ ..... r,.._ ,•.,r. r r, . _ _ .., r_ _ frr. -r: -: , v:z:J.r \ti_:: • C'.a':..C� r':j,,' 1:C - - ::<::i�: :i:6��r�:if >v:•::�:G E- ..• •. _ _ _ ._ _ :rriJ:'_ � «:; •,-, •,..,t•'i�,:,.r,F .. :r- r _ : i.r. ir:! - • - i =••: ft � .:.a :::• =:i_. r�.u::� r.._ 1 .. 4 ........._;___....,... _n'.�': -.... __:. -: �- • -: • - .: 1 . :r ...... _ �.. - _ ._ _ .._.. .. - - - =in:� r.T:: .'.: a::r :r.�.._ .. "- _. - t Q 6E' Span 16 11 7 13 13 13 8 6 12 : i3 15 10 6 13 13 11 7 5 11 11 14 9 5 13 13 10 5 4 9 10 1 5 7 7 : 10 : 12 I. 11 : 5 6 7 : 9 13 6 5 : 9 : 10 1 10 : 5 5 7 : 8 12 6 4 : 8 : 9' 9 : 4 4 6 : 7 • 111 I — 1 i 1 114' 1{ 17c' SLEEVED DRIVE ANCHOR 1 3 /E' MIN. EMBEDM.nEI,t1 BB Span - 13 5 fi 7 6 i 10 4 4 5 4 12 4 5 6 5 f 9 3 4 4 _: 4 10 4 4 5 4 E 3 3 4 3 12 4 5 • 5 4 f 9 • 4 4 : _ 3 10 3' 4 : 4 3 1 8 ' rj1 3 3 -:r]�° 2' 1 114 9 3 3 7 == - 3 _ . iD_ Span ........ ..._.. .,._.: -._. _._.._._..._.. ,._-.- _ : • ......: - -- - -_ -- -- -- -_ _ -- - ---= c - \� 131 sir i.A tJ IJT .. . E $ED E > 124 Span ._ ....... .... - ....•.._. ....___......_.:.: -- ..•:r_::c:�= .._ .. ... .- _= :..•.- _•.:. - _ . _' - - _- --_- -- - _r::-_- _. -.:__: _: rr:• =r:. _c= -::;:- _. ... .._. -:: i4::: 3' -:�.•. -- _ _- _ - _ - ti'r =v -_. __- --- �,.S�.o 2 •.. :: ::.•.. - :;: ____•.:r _ 5. : _ _ {,_.T,'�nti'' SST =J--r -:_9i .- :i, = - ` - .__ _ _ _ - -_ - = -- - `, -_ - -- - -- = = - VARIOUS HEAD TYPES '_ ti1;.; Will.?i1MR— BE Span 3 16 13 11 13 13 1 15 10 7 13 13 16 11 I) 13 13 1 14 7 6 9 i 1 16 13 9 13 13 1 14 9 5 13 13 16 10 8 13 13 1 12 6 5 8 9 1S 13 7 13 13 1 12 9 4 11 12 15 9 7 1 2 13 i 11 5 4 7 8 2 1114 BE Span 2 1S 8 9 _ 10 9 1 12 4 5 6 5 16 6 B B 6 i 11 3 5 5 3 16 7 7 9 8 1 10 4 4 5 4 16 5 6 7 5 9 3 4 4 3 i 1 6 6 6 8 7 1 9 4 j 5 4 15 5 5 5 5 B 3 3 4 3 2 1 WA ___Al 1 'r11t:4l=:LP -ij — 1 1/4- 105' Span D .. .......... ._...__, ,,:...__.__ - may._\_ _._ _�_:•___ - .__J_. =- •- - •'' -s.r^. ,..:r_. -. .. .,, �� ..�rr_ :, r_ _ rr ' "Ti+7- yJiT':•e. _.> 3 _ ir - e�i.r'r :'r➢il..i �.7rT: It r r>r. - r7r d. >1 >.rr Jr >: %>,u - - - 'I+ � T.7a� .�._. _ .. ._. ..._ s._ .r-r =:v -... :r.r __ . ... -__ .. rte•..::... __ -. ._ - _ _ _- - _ ,r V - - _ . - 1 1,7. }T 111.111) >:).}` }) — 2 4" MASONRY SCREWS 5 1J M SD SC E . _. , _ - 1 ./i MIA. EMHc Dt ✓cNT 124' Sean 3 . ` • .__.. _ .. :J... _ -- - ---..-4-r � _`- -: — '- =' _ :.---,..--..77,1-7 _ -. _ _s _ Z!- - - _ _ __ - __ _ __ r _ __ _ : __ _ -----=-.7-.E......--7-`.,:7=. ___ - _ --- - . _ - __ _ _ _ _— ' 1 " — - J ' _ x-= 3 1 5 - ' ==„ � = _ > ,nr :• : _,._.. .r. - _. -.�- ; ._. _ - . :•� - —. v : = =_ ' — _ _ -'- -_ _ - - _ _ = _, - =r.: c _ - -- -_ -_. ccFr :__.._ -. -3-L _- - - .—_r_, i_. _ '_ . .,. __ � � _ _ _ - _�-- ••,:_- - - - = - _ - .:ti- -: ?i4'•:f' .: --?: r + ^ .= 7 : .t- - - . -= = _�� -.oc_ - Y : .. ;r . - .'r - { r -• 'e- nS w -- - .: ?ie ? = .- :>`•r i. Sr s. ;.. .•' -°_ a e_+.,— .__. -_.... _.__._. -.,.x _.�= -rrr:.t =... - r • ; -- _�:: . _ t = •- ':- r -: rJ__. 2- 1 7JL' _ - .. _ r_ _ - -- - _ z._�-r -• - + 68' S pan 3- 16 13 : 12 13 : 13 1 15 10 : 7 13 1D 13 13 14 9 : b 13 ' 8 13 : 13 1 12 8 : 5 13 • 13 15 : 13 • 11 : 13 13 7 14 13 12 6 13 1 11 5 6 9 : 5 8 11 9 B 1 1 2.5` 16 13 13 16 12 9 13 11 12 16 11 7 : 13 2 16 4 7 B8' Span 3 1 16 9 : g 13 : 11 I 12 4 8 : 8 11 : 9 1 11 4 5 6 4 5 4 5 5 16 7 8 : 10 7 i 11 3 5 5 3 4 16 7 7 : 9 6 1 9 3 4 4 . 3 , 4.20. 7IE' . 112 DIA. I.'ACHINE SCREW ANCHOR ' MIN. ;MSEDMENT 2.5' 2 1fi _ 8 : 6 10 : 8 i • 9 : -0 _ • 4 1 6 : 6 : 5 : 8 : 6 1 8 3 3 4 : 3 105' Span 3 - - == + �'- r si= � �. - - - ._- .. -?iti:, _•_" _ _ -r _ _:: 1 - = - • - , - -. _ - - - .7= ; , r rer Ilia- ; - :w, , �_' . 1•_' i -- .� - ='= r - .. - - ' ,. -. —. - ,•l._S -y,s: ''-' . • *�:� 1 J- . _.= .:__.- - _ �. � �r.. —_. --�= = xs�-::,• -- -r _� -., .c v.,^: ? , +v x:�: :+M �� l = _ r::z.,pa ="ice .. r L,v , - c _,i L_ �J•,. - a. .. , ,b,n„t a ,cK_ _> ' ,yc -, ;.a= -_ r•_R1 1� f � .,Tr , ^` }� . C��.1. l i�C > �72.,.1: 4 ,P - . . • ..• >_ • - ._� -'. =i .1, r_ rte - 5 -• S � - "Y ,N', _. :f. =1 - .. .� ,y a 2 .._ , � C i41i'.4 - 'ice•• __.- 'r-. rJr f __ F •5. J; e. . r •. s�•`t1 ^- � =.ti= '�:'• :J •L.�: t 3,.:C�_ 2.5 2 ^ � ,v�:.� .n, .. ,,jl — r - . 7 -!.1 �' a , C ' +r.� T- _ _�. . •_ . ni ?i1T�.. . r. _ .: Y�J. � I . .. Y_�•'- • _': . �.:r= +:..._ _ _ _.._ 124 Span J 4 e- TT. -- r-_Z . M " LN .. .... _. __ .". � _,. .� 4-rr` 'r _. ,. T _. ..r,ll'3�� -i .� i �.�Ji � ' 'tJ�1 ^. �• � 7C..1:� __' '{• 1 -_- 'J.T_'. TS - ._ '.� - .' tw,..., \v +.. r . ,� _ 4 :11 , 7� � �s,11-. ` . — . . 4 : . ., 1 G 'T: �" :: "\ `^�..''a! 2.S' .., `.. a ,; t,. ., .. `1e , . ? . `.'- i- K : -T" : n =r ^ -.- c:=° w ` .7.:±ra•_ - r te c- 3 1 4 , 7.v . ; x- .x �- •.L._�rr y:s:o_.+z�'_C:, = -r • .a- <.�.__,,:� ;c _..:aCrJ- .''+_..r� _,:?� _ • . • ' :Tr:74:- r.. -__. ` ?^.rn --E_ l . . T nt=l • .*m - 7 u_ .J = '_` ...:7g .-°.a ._... . 3. -•L' Li - TT L'_rl•5.��•.__ -� _.,-..,---r-.9.:: = Sli.y Y >_ � C ___� N C i/ 0 R S C H E D U L E 1 /).,00( NOTES: ROBERT S. MONSOUR. PE EB- 0006024 ER^Y1S DINr. par SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. I,1.IIJ71,lLlld CN &CDmEN7 /BD EDGE DISTANCE ( ;:(L!ID(S STUCCO AIJD /Or WALL !WISHES. SHADED AREAS REPRESENT ANCHOR Cl11J1)17ION:: 71,'/17 AR( 1•)07 ACCCPIABLC. IT 51 -LOLL BC TWE RCSPDA'SIBJLIi 1' Of THE COI:ITr:AC7OR 70 iii TI-'E SOUNDNESS Or THE STPUCTUR'L 70 1YI7N STAND Tr( ADDIT1ON4L LOADS AND INSURE PFOFER 41J Sr- .•LITTER S)'STE4% m41. EE itirsA L INTO WOOD. CONCRETE OR k..A.S0I.' Y. SJ Z APPROVED-AS COMPLYING NTH THE 3 SOUTH FLORIDA BUILDING CODE O DATEC)3 /za /a. 09i `) LtJ BY { 4LMr7 I ;' . 71,4_1Z,-'-'. p PRODUCT dekROL DIVISION v BUILDING CODE COMPLIANCE OFFICE t,) ACCEPTANCENOOi - 0 2.c -6i 0 V1'OQD APPLICA.7IONS _ UP 70 59 5 PSI' UP 70 71.5 PSF UP 70 81.5 PSF UP 70 91.4 PSI CONNEC71OW TYPE I. J B 1 C I D , E CONNECTION TYPE CONNECTION TYPE A { 8 I C 1 D E - CONNECTION TYPE A B L C 1 1 D I E 9 4 4 6 7 7 - 3 3 - AWCIiGFi TYPE DIA. SPAN F. t E l C j D I E �:• `,, ,� i I jl 1 �� BRASS VJOODBUSHING 11,•SPAN 6E SPAN 14 13 5 13 i3 1 1 8 i t 7 1 4 9 4 4 6 7 .. 4 3 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 10 7 4 10 10 a 3 3 4 3 8L' SPA -1, 111 / J PENETRATION '7RF. I J . I J 1 i'I1 I t O E IDI:• SPAN . . ;" r — .t, • '` „ r ; ; 2 SPAN 5 1. J 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 - 8 16 13 i3 i3 14 7 6 9 10 . 12 4 5 6 4 - .. . ^�_•\ . ,.. • . i - 1 IA' 6E SPAN 16 13 8 13 13 14 11 6 13 13 1 6 5 8 9 i 0 3 4 5 14 9 fi 13 10 4 4 5 x.. - i6 10 7 13 i2 5 5 6 13 4 «::� 13 5 12 L 5 6 9 - -- - " - - -- __.. 6 • _ _ 14 7 11 17 4 5' 5 3 8E" SP1:N WOOD LAGS JT •.TI 1.1 1, P 1 RI •1 J I.T _ O 1 J 1 U P. E 105• SPJ•IJ 4 i/ SPAN SPP. 4 5116 - 6 E' SPAN 16 13 10 13 13 1fi 13 7 13 13 14 7 5 9 10 12 2 4 5 BE - SPAN WOOD LAGS F J•7 1 P 1 R1•T t J IJ .ATP _ C 10 1' LA I IU f! TREAD 105• SPAN - - AI SPAN - • °'Fr : i s -y - 16 'n 8 13 :,.1 14 5 5 - 7 6 - 76 3 7 . % - : = :• 11 13 13 4 6 • 5 4 ' " "' ., - - _ .� ': . µ,;,Vi - :•.'i % . .. ^ = =` 8 ^ z` i1 16 13 12 14 5 6 5 tt t• ,1. 1 \ ' ,It )))' . ka, WOOD LAGS J PENETRATION Jl EAL) ale 68 SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 11 12 7 3 5 6 16 13 9 13 i3 16 - 8 7 10 12 14 5 6 6 5 .,.. ... �. r„ n:t:..;r -• ••.: �.i...• ....... 6E - SPAN 105 SPAN : _ - - ..l� «K.: . .. ..r ::• <_ _ 124 SPAN A t t t, } >� }i�t:�� ? }' >' 7/16 1 68 - SPAN 16 13 12 13 13 16 13 9 13 13 16 9 8 i2 13 i 5 5 7 7 6 16 : 13 10 13 13 16 :. 8 _ 8 12 13 15 5 7 7 6 16 13 9 1 r. 16 6 . 13 3 7 8 . 7 ... 88 SPAN WOOD LAGS - ' MINIMUM Pci ETRA PENETRATION 1 TP, A 105 SPAN - ,�_ . ,�. _.. - - ...11.._ `r' -' 124 -SPAN _ ...:..; - .::,.. v4 68 SPAN 16 13 13 13 8 14 11 b 13 3 13 12 6 5 8 9 i0 4 3 3 d 15 13 73 i ... 6 13 12 6 5 8 9 9 10 4 4 74 g' 5 13 .. ... 10 -0 4 5 4 ,.._..... 6 9 3 4 4 3 \,i t. or J��i�i 1ii1 }i 1' r Ea' SPAN 1/4 ELCO PANEL METES 1 Tl 1 7/E MIIJ. Th,READPEtvE - RA ON 105 SPAN = _ _._ ..:.-: 124 SPAN �< ....- .. . . . --- '--;::. .• .. .�.. :.:�.• .,'.....: <.. . .., - i - -( . ;cr - -- 14 9 S 13 13 10 4 4 5 4 - — - - - - =L= _- - - - -- 12 5 -.:, ^ 8 9 9 3 • 4 4 3 114- 68 15 - 13 : 8 • 13 13 14 11 6 13 13 12 2 6 5 8 9 10 4 3 15 . 13 6 73 13 12 .... 6 5 8 9 4 4 10 4 5 all .S- %11-I i \S \)�i }> - ' PLC PANEL MATES 114 _ o Ar� 1 718 MIN. THREAD PENETRATION BE SPAN 105' SPAN - .:< _ ._r.: - ...: . _ - r•.�= _ '''"'".1 : : =: 12 SPAN •.� -: _.::<; ;...,- x:,. „:..: ;.:�_..•.- :.::,, -,:<• • Ny - - :�-' =• - =s* -x - - .. , 14 9 6 13 13 10 4 4 • 5 4 - - - 12 6 5 _ 8 9 9 3 4 4 3 VERIOUS HEAD TYPES i14- 6E SPAN 16 ' 13 8 13 13 • 14 11 6 13 . 13 l 2 5 6 8 9 4 3 5 15 '. 13 6 13 13 12 .._ 6 5 8 9 10 4 0 4 5 4 ill , Ili .,1 }1 ..,\. }1a.0.1.,,. • e 1 / . MASONRY SCREWS c 1 718 MIN. THREAD E 88 SPAN - 105 SPAN _ - . >��- -. - : - - 124 SPAN :,r ; - '• -... .... „' .. ” ...,a.. _ _, - , a .'z: _ 7:.r. -'r :_ r A N C H O R NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARF FOR DETERMit!NG ANCHOR SPACING OILY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO 2 SOUTHERN PINE 0.55 SPECIFIC GRAV77Y AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED 70 FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. S C H E D U L E ROBERT' S. MONSOUR• PE EE- 0006024 PR'd'IS ENGlliECE1ING. fl9C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE* ZL/ .• 1 BY . • I i PRODUCT C IJTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 D2-05-Oi M IAMIDADE- l PRODUCT CONTROL NOTICE OF ACCEPTANCE Mc alTech, Inc. 7635 West 2nd Court Hialeah ,FZ., 33014 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0205.01 EXPIRES: 03/22/2006 APPROVED: 03/22/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -D.. DE FLAGLER BUILDING 1 1O W EST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 C0NTR TOR LICENSING SEC1•l0N (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 Pizoouc1 . CONTRoL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: "Maximum Impact" 24 ga. ( 0.029" min. w/o galvanic coating) Storm Panels Shutter under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade Coidnty Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date staled below. BCCO reserves the right to secure this product or material at any time 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 by 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R:A. Director Miarni -Dade County Building Code Compliance Office 1150450001 \pc200011templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com VC , i-Iomepage: http : / /www.buildingcodeonline -com 111eialTech, Inc. ACCEPTANCE No. : 0 ] - 0205.01 APPROVED 03/22/200] EXPIRES 03/22/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This approves 24 ga. (0.029" min. w/o galvanic coating) 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. PRODUCT DESCRIPTION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its component: shall be constructed in strict compliance with the following documents: Drawing No. 9800] titled "24 ga. maximum impact storm panel ", prepared by Rarnms Engineering, Inc., dates January 10, 1998, last revised on January 17, 2001, sheets 1 through 7 of 7, signed and sealer by Robert S. Monsou.r, P.E., bearing the Miami -Dade County Product Control Approva stamp with the Notice of Acceptance number and approval date by the Miami -Dade Count: Product Control Division. These documents shall hereinafter be referred to as the approve( drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threadec cones, metal shields, headers and sills, must be protected aoainst corrosion, contamination anc damage at all times. 4. INSTALLATION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its component 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 an, 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 Notic of Acceptance, clearly marked to show the components selected for the propose installation. 6.1.3 Any other documents required by the Building, Official or the South Flori Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy ,lakar, P.E. - Product Control Examiner Product Control Division MetalTech, Inc. ACCEPTANCE No_ : 01- 0205.01 APPROVED 03/22/2001 EXPIRES - 03/22/2006 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 produc 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 initial]: submitted, is no 1ons;er practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automaticall: be cause for termination of this Acceptance, unless prior written approval has been requested (through th 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 otht purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tl expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance 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 1 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si 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 Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Helmy A. ,%lakar, P.E. - Product Control Examiner Product Control Division 21.000 (2) - 120.00 ' 56.57 - 124.00 56.67 -12600 7 56.67 -64.93 56.67 -63.64 r 56.67 26.500 t2) - 120.00 56.57 - 120.00 56.67 - 1211.00 ; 96 42.11 56.67 -40.30 55.04 32.000 13) .120.00 56.67 .120.00 56.67 ; - 101.70 56.67 460.64 56-67 -56A1 51.24 37.000 41 - 130.00 59.67 .120.01 36.67 -6645 9667 - 70.90 56.67 .53.04 50.03 ' .60.000 .3) . 120.00 56.67 -116.60 56.67 .611.90 5667 -65.80 56.67 -55.05 90.00 .44000 3) - 120.00 51.67 - 109.03 56.67 . 73.10 i 56.67 -50.20 56.67 -52.30 50.00 46.000 ;31 - 120.00 56.67 -94172 56.67 .6430 56-67 .53-90 x.90 53.90 47.80 -46.00 .43.14 44.00 43.10 53.125 49 .117.70 36.67 45.311 56.67 -59.50 54.67 CQMPARL'IVP 6HAL7E13 70 4; SLUM 3116 TE1492/0D FM- 2959 Wladew Width Marlow %4sight 26.000 (a; 39.3'5 (4) 50.625 ( 63.000 (61 76.000 (6) nag port nog j pos nog pos 1n9 pos nag Pas 10.125 (2) - 136.00 56.67 - 136.08 56.67 - 131.60 5667 .94.65 16.3? -73.01 54.37 24.000 (2) - 135.00 56.67 .13608 56.67 - 124.26 36 07 64 09 5617 1 -63.64 56.67 20.500 (2) - 135.00 36.67 -13508 5667 . -95 5147 6211 56•87 -60.55 66.47 32.000 (3) - 125.00 56.67 - 1 56.67 -123:95 56.67 60 A4 56 67 -56.41 56.41 37.080 ( - 135.00 56.67 - 135.00 56.37 :15.74 56.37 40.04 16.67 -55.04 55.04 40.000 (3) - 115.00 56.67 -12225 54.67 - '03.44 51.57 - 00.04 5667 -55.00 55.00 44.000 (3) - 135.00 - 5667 - 103.01 * 56.67 49.61 5667 -50.04 56.47 -53.00 66.00 46060 (3) 432.20 56.57 -49,71 56.67 -75.72 5667 - 70.21 8667 - 56.00 50.00 53.125 (4) 117.70 56.67 -35.35 56.67 45.62 . 56.67 -60.55 56.67 -53.00 55.00 MAX. HEIGHT 76-000" 1 5 .. MAX. T MAX. WIDTH 53.125" MAX- FIXED UTE DAYLIG14T OPENING 49.125" CEN - ER LINE OF t./IE_TING MAX. VENT DAYLIGHT OPENING 48.125" NON-IMPACT W /NDOWS 7.) TEST REPORT GLAZING, MAXIMUM SIZE A) FIL -2959. 3/16" TEMPERED. 53.125 x 75.000 9) F t L -- 2960. 3/1 6 " ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REGIA'REO AT AL .L INSTALLATIONS 3.) SEE SHTE T 2 OF 8 FOR SECTION DETAILS MAY. FIXED LITE HEIGHT FROM BOTTOM - OF MEETING PAL 37 5/8" MAX. FIXED LITE DAYLIGHT OPENING 34.500" M X . VENT DAYLIGHT OP£HINC 34.500" { itntu:rl £ Clark, PE PE t39712 Structural 3/16" GLASS 1470 TECHWOLO6Y DR)V[ 140KCIAS, FL 34275 1 fickliqmriY6 Atum.r33S!`d_hi Window Width , 3/16 GLAZING DETAIL 15.125 (2) Drown day: F. K DescrIpt:on: idle: LAOS: 3H6 ANNEALED neg 004 -520.00 56.67 26.000 (4) 36-375 (4) Dog i 003 rift 10011 .120.00 I 5667 .120.00 T 56.67 375 MIN. GLASS BITE Revs4 F. K. 4716/01 Window Height 50.635 ( aeris: REDRAWN 63000 (6) nee pat -5435 COMPAR4T1VE A18iLY515110745; i .) 7Qigaber8 In 1 1 Parentheses we ettosratry at anchors per site. 2.) HagatIns Design L000ds based on Cornparat .. Analysis and Glass Table ASTM 41300. 3.) Poritllie 0t44sn Loans 83504 ohs Ca41paratWe Analysis ash Water Toot Posswe. 4.) Numbers *es for 010 strews or 3118' Tspcons. (*17 =laws may bo arose Instead of 610's) 5.) Anchors 5.00 max. Tram each Corner aria 600" max. on ettlrar aids of neet111 rail Max. anchor apscing of 16" at Jambs Ind 21T at head Ind 8111. 56.67 FLANGED / 3/161 OR 3/16A GLASS FM-. 2960 76.000 (6) nes pot -73.01 5667 4F - 11315E+ S:t1Mt LYiNZ WI T.1 T8. 80(TTIi F9ORt0ABLitt. DING CODE (ATE SE P1Pr4StL 61 7 PRODUCT CO'4T (0t. l3NtStON 9U a.tlit G BODEtOMPUANCE CF I% kCCEPTANC: NO -OS 6• i D Cate: 8/31/1 ALUMINUM SINGLE F/UNIG WINDOW (TG ---A) SerierJuode;: 4 40'4: Stiee[_ 1 rroainq Nc. 1 Rev .O. BOX 1521 r ) ) NOKOMIS. FL 34. � 74 SH - 4000 r Y S I 1 or 8 2 736 1 A 1 MAX. HEIGHT VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING VAX. VENT DAYLI GHT OPENING Robert L Clark R PE 439712 Structural MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. `MOTH FJ` OR!ZONTAL SECTION NON—IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FL-2959, 3/16" TEMPERED, 53.125 x 75.000 B) FTL -2960, 3/16" ANNEALED, 53.12: x 76:00 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 2.000" APPROVED %5 COMPLYING Wfl4 Ttif SOUTH FLORIDA e1J$DiNG c OE noF SEP30,'zv PRODUCT C*11101 OMVMSld! etiaDttiG coDE LOW UM1C? OFFICE ACCEPTANCE No. t - 6 5 . 16 (0 INDUSTRIES , :070 TECHNOLOGY DRIVE NOKO#4IS, FL 34275 Drawn 8)': F. Description: SECTIONS FROM SHEET 1 3/16 GLASS T,Zte: Revsd £y_ Dare: I seria;n or: F.K. 8/31/7 ;REDRAWN Dote I 4j J 8/0 i ALUMINUM S ;NGLE HUNG WINDOW (TG —A) Serili/ltocu: fr: Sn p Orawinq Mc NOCOW FL 134 ;74 Sca SW-4000 flit ? 1 2 °l0 2 36 Per: A rrindew 61011&4' Vnnsow Knight 56.000 1 I 3&37i 44) 10.623 141 63.000 (6) 711-017( (0) tiee "OS 1444 Per sag Des nag I0$ 001 p 19.125 (21 7500 56.57 , .75.00 , 5647 gWg 51.17 1?. 3 10 - - Y W $ P r 24.000 (4 -75.00 36.67 .74.50 , 56.17 54.0i 26.500 (4 -75.00 59.67 .70.00 54.67 43.27 X 32 -000 (.1 I -75.00 56.67 -40.40 55.67 49.02 37.000 (3) 75.00 56.50 -8.60 43.60 41.70 40.000 t3) 45.00 06.87 I -52.50 52-50 45.30 45.30 .40.21 49.20 43.00 33.00 ' 44.000 t4 - 73.00 36-67 -47.40 47.50 x.00 - 40.00 -36.70 3670 - 31.40 32 43.000 (i -75.00 56.57 -45.10 46.60 46.70 35.70 -33.79 35.70 -29.30 25.60 53.125 44 - 76.80 73.67 -43.20 43.20 -30.90 3600 -29.70 22.70 -27.40 27.60 1417.. ti C 1'I 15.000" Mkt h(iOr1 63.002 1 .+- tLVC. MO tJTE OAYLICF?T OPENING 40.135 X .w. 6 52.125 CDITERusIE OF L£V1NC R441. wa. VENT DA LIOHT OPENING 411.125 -+- x MAX. viOn1 37000 MAX. ME) LJTt I3Ar..G4iT ;tPExxaG 13.000 G - C0At1ERLLVE CT 1a7 I R*4 1 VAX. t[Nr 655400167 Of'ENJ1G 31.875 - - { 1 L$JX. FIXED LIT 04 Geettu(; 34.500 1 0X. VINT DArscJ)T 0?EkraG 34.500' 1 MAX. FIX U DAr tGll'T OPE14NT. z8.000 LAIC. VENT LAYt.N. OPEONO 78.000' 4A .X. f.XED L1TE HE;.K T FROM 0OTTO0 w MEErNG RAIL 37 s/e • MAX. FIXED IJT E 111.10I41 FR0.0 110T1211 Of MEET7iG FAIL 3t 3/9 r t -2961 NON - 14PACT WiNOOWS L) 7£S7 REPO GiAZ1NC, MlXJMUM SlZF A) F7L -2567, 1/8" DOUBLE 57RENCTH ANNEALED, 53.!25 x 76.000 8) F71.- 2962, : /e* DOUBLE S; RENGTN ANN;ALEC, 37.000 x 63.000 2.) SHUTTERS APE RE EPRED AT ALL JNST,LLA710.NS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MAW-JADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DMA S .7L -2963 Robert L. Ci):rk,PE. YE #39722 Structural T VIE 4MAL7at$ 8 GLAStu IDSa ANNEALED Ft4 2001 ,1 Cu Ian ARATIVE ANAL SI$ P . GLASS 054 /P43403111.110 rri0dow Kelp t Window 56.000 (4) 53-375 (4) 10.62E (41 63.000 45) WLStS nag Pot nog j pes -75.00 56.57 19.1214 C21 .73.00 24.000 (21 - 76.00 20.500 (2t - 76.00 32.300 (31 .75.00 37.000 (21 -75.00 55.67 _6.67 56.67 56.67 36.67 - 75.00 56.67 . -75.00 56.67 .70.00 56.67 -75.00 55.67 -75.00 55.67 .57.00 54.67 -56.50 56.50 .57.40 66.87 -18.60 4180 -61,40 i 53.57 .55.80 ) 91.61 -56.50 l 36 .60 -50.50 53.65 - 43.70 45.70 Fn. 2963 COMPARATIVE /11453-YS(S T10TE& 4.1 Numbort In j}pprm ases are quantity e/ anchors Dar silo_ 2.J Nagati+rs Dastgn Leeds basalt es CornpawHvs Ainiysis sad Mass Tanta =TN 81300. 3J PosltirsDes(po Loads Own an Comparative Anaiystsard Water Teri Pressor.. 4.) fluaiberr aro for #'10 screws or 3155 Tax on*. 4512 screws relay 5e used hotpot! of 810•s) 84 Anchors 5.047 ass. from each corner six SOD mar. on tither 4000 of mooting 1.11. Max. a0chor s .ctog of 13 at Jambs and 20' it hood srd sill. 1j3 GLASS ,.. .9--r, l - (22 ; �! (\, l t 1 9 1 � , � L - l 1/8 GLAZING DETAIL series /ucaet SH- 4003 3)5 4.1144. CUSS $RE INOUS7RtES Jrc n 8y: F.K. : 1070 1EC)iNOLOGY DRNE P.O. BOX 1529 N3KOMIS. FL 34275 N'Ol©L4(S, (1 34274 RevsO 3yJDa1e: F.K. 11 1 8/3 1/ i 4/ DeSCWiOn: FLANGED w/ DSB ALUMINUM SINGLE DRAWrN APPR AS c04 PLY1WG IIA 711 BOU MFLGUAHU1t.136+C>CODE ner PRODUCT t a p / f! ` $ � I r p4 (-�,/� `UIWNG CO€ 0 M *tc CF•,VE ACCB'TAMCE14p.d1 - Tit 'IC7 GLASS HUNG WINDOW (TG -A I NTS Score: S heol: Drow4o No. 3 af8 2736 MAX. HEIGHT VERTICAL SECTION MAX. P+XED LITE DAYLIGHT OPENING MAX. VENT DAYL GHT OPENING Rt bcrl L. Gark P.E. PE 839712 Structural MAX. DAYLIGH OPENING HORIZONTAL SECTION NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM StZE - A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 °) F?L- -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE RE AT ALL !N5TAL! 4T!ONS INDUSTRIES 1070 TECHNOLOGY DR NE 11Ok0u1S. Fl_ 34275 MAX. DAYLIGHT OPENING MAX. WIDTH Rests a F K. Date - 8J3111 Om..n By.' I Dots: F.K. 1 4/1 i SECTION'S FROM S ti'Jr. wivians: REDRAWN 2.000" APPROVED AS :AMPLY N 3 WO THE 'DUN FLORIDA & R pi11G OOIX BY ai c i . ln PRODUCT CA4�ROL L4 DMSION UIU NG art dOMIVANCE OZ-F!CE ACCEPTANCE DO 05 j a • 1 D HEET 3, 1/8 GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) Suits/Woe Scca : Stua1: 8 Drow:ng No. PO. SOX 1529 NOKOIMIS. R. 342 4 SH -4000 NTS T S 4 of 8 2 736 Rev: A Window Width Wirdow Hight 26.000 (4) 31.375 (4) 50.625 (4) 63.000 (41 i 70.00 (6! nog pos nog Dos nap pos. nog 306 ( new 1 pos. 19.125 (1) •75.00 16.157 - 75.00 56.67 -43.50 , 56.67 -45.70 49.70 44.40 1 -414C 1 42.4C 24.000 (:) -75.00 56.67 -67.00 5E.87 -55.10 1 55.10 -44.40 ' :76.144 36.84 26.500 (I) .75.00 66.67 -60.70 r 56.87 .50.80 I 50.60 -41.90 41.80 -77.19 1 37.19 32 000 (_) -63.70 56.67 -4800 r 48.00 -42.80 42.60 -35.70 25.70 1144 - 3t.5t: 32.50 37.000 151 -60.23 1 66.67 -35.30 i 36.30 - )&40 36.40 - 31.10 31.10 -78.10 2610 upX. NECF(T 18.750 MAX . iE'.CIT 70.000 5' 1 �� - uua(. F'.XED LT£ 0A'UG4T OPC+IHG 49.175' -+1 14)5. 4C14 53.171" CEN7E3.JNE Or ,.s E NG .Zia: --- - 0 1 }--� 544X. DENT 3A•!1.33Hr OPENLNC 45000' -re- MAX. WOTtt 37.000' M X. F1(E0 UTE 01 , PE)PNG 33.000' - -- -- CCN'TERUNE 0 MEET.NG RA5. MAX V[NT 90.7U0nT OPENING 32.000' f LMX. C4(ED L ?E PDGHT F!DIA BOTTOM OF 'EFT.NG RAIL MIX. FlXEO UTE DA'UCHT OPD4INC 20.750' 1 MAX. VENT 0A1.1G►tr OPENING 20.750" 1 141x_ ro .o Err_ OfatXl5T 0 31.375 1 VAX DM.'GHT 01 090 G 31.375" 23 7/6 NON- IIIP ,.CT WINDOWS 1.) TEST REPORT, GLAZING. NAXI.MU4t SIZE A) FTL -2962 3/:2" SINGLE STRENGTH ANNEALED. 9) FTL -2964. .x/32" S,NCLE STRENGTY ANNEALED, 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS J.) aRESSUR£S UNDER 410 PSF ARE NOT APPL!CA8L £ 4.) SEE SHEET 6 OF 8 FOR SECTION DETAL S 3/32 •L.*SS 1442. 'MED UTE HEIC.T FROM 80'1O14 OF uaETING Rat. 34 1/2" r rr i_ - 2962 FTr -2964 14A Robert L -k. P.E. 4'F #39712 Structural #GO5PARAT.VE ANALyaIY POFt_ (3L412 355 •NNLALA0 Window Ns(5t t Window Width 19.125 24400 (2) I -75.00 66.67 -56.48 56.48 26.500 32.000 1070 TECIsNOLOC DRIVE NOKOMUS. FL 34275 40.000 .2) (I 37.003 ( 44000 ) 46.006 (?) 53.12.5 14) F t T INDUSTRIES 26.000 MIS 75.00 42.50 39.60 -57.60 -55.60 f VE AN447555 MR: COMIPARATTVE ANALYSIS i(OTES 1.7 tyor.b.re 5,1 5 1 onr.0th.s.t 3To quantity of anci.ors per sWe. 2.) N.yst5•e Design Loads Lased on Comps »live An35ysts aid Glass Tab)a OSTts 61300. 3.) Pssltn•Design Loads based on Con.pa'at).e Anarysis and With Test Prt:sura. 4.) Ninneb.rs pre for 010 screws or 3:16 Tapcorr.. 1012 roc ...ray 5,a erseel Instead or itl0's) S.) Anchors 5 -00 Tax. from each corner and 5.00' max. on ettPsr aid* of martins rat t. Max. :ns saactng o! 1S' a1 Jambs aid 20' a1 head aid slit. 53.'25 x 48 750 37.0G0 x 70 000 )N MIAMI-DADE COUNTY (4 f pas 41.72 ' 16.67 - 41.00 41.00 56.67 - 56.50 56.4E - 75.00 16.67 - 56.446 66.4E -63.70 56.67 56.07 3/32 GLAZING G D` TAIL 35,373 ( .3490 56.67 -.30.24 56.67 -27.76 15.60 -2500 0 -39.30 39.30 ser :esmoode': P0. 80X )529 NO)(0Y.15. FL 342:4 SH -4000 25.00 -:5.01 4'5.00 -56.00 - 3.00 34.90 -72.60 30.20 -:0.20 27.70 -26.10 OL1ES: 824 ANNEALED .375 lit ...J GLASS a 467 sn (d) toy 'sof • :0.70 36.70 35.61 35.00 35.00 35.00 33,90 30.20 2570 -22.60 2260 APPRGVEC AS COLLPLYINd V4THTHE $0U n'. FLOR .rr'E3 D A T E 'G1'- r'-oc i BY ]t 4A" 1. ( y " 1.. D9013UCT Catft CX. DIV1SFOK WADING CODE 1010PLJAHCE OFlCa ACCEPTANCE 1V^ C l c'S) 7ro..rt 8 F.K. ,:escripl:o'1: FLANGED R".50 ByiDute. F.X. 8/.37/ Dote. 4/18/01 141 SS p:V133: REDRAWN 1 5cofe: NTS G`ASS ALUMINIUM SHINGLE HUNG WINDO V( Sheet: 5 of 8 Orawin7 t.5,. (TG 27.36 1L 2962 971, 2384 MAX. HET:GHT — MAX. FIXED LITE VERTICAL SECTION MAX. FiXED LITE DAYLIGHT OPENING MAX. VE OPENING bf Robert L. ark, P.E. PE #.39712 c.r `--� MAX. DAYLIGHT OPENING ---J { f I INDUSTRIES MAX. DAYLIGHI GPEN'NG MAX. WIDTH HORIZONTAL SECTION NON-IMPACT 'WINDOWS 1.) TES! REPORT, GLia.Z1NG, MAXIMUM SIZE A) FTL -2962, 3/.32" SING= STRENGT' ANNEALED, 5.125 x 4 -8.750 6) FT- 2964, 3/32 SIINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE REQUIRED Ar ALL JNSTALLA! : IONS awn VENT • Dot*: F. K. ! 4/28/01 2.000 *PPE FD 11S GLIMPLY1NG Yh7K "tie BOOTH FuxBDA8L tDt$G CODE ATE ��i S0 LMT wart OOtintoe atAlMOG coot tompu CE CFF]L Bl - 0Stb - fr. sd By.iQate: Rtvisions F, K. ; 8/31/1 R.- SECTIONS FROM SHEET 5, 3/32 GLASS' ALUMINUM SINGLE HUNG WINDOW (TG -A) 1003 TEGKNOLOG'f DRfVr P0. BDX 1529 Se./es plod« Sra!a Sheet: (yy,.i„ Na. %OKOWS, f1 34275 r4cro +IS, it 3427 H 4003 r r TS 6 �0 8 a 2 736 1 1.609 1.462 -- 2 COO -{— .062 -s .052 -- P-1 � — t 1 rr--- 1.1 60 � - + — E 29I4 .500 () HAD EXTRUSION 139 --� .062 2.000 1.963 —I.- (Ii JAMB EXT L 66 SASH TOP RAIL. EXTRUSICN 1.359 REFERENCE TEST REPORTS: f71-2959, FTL -2960, FTL -2961 FT L -2962, FTL -2963, FTL -2964 ■ 1 2600 t ( .676 .062 1.023 .063 o l .050 2.350 --� SILL EX RUS:ON —i- .75) �-+— 1 .852 —7 .052 1.010 STAID DAR J MEETING RAIL 1.817 L 1 r--* —� 226 SASH BOTTOM RAIL EXTRUSION 2.100 .5 } 00 1 R L. Clark. PE. PE 1339712 Structural ITEM 2 3 4 7 8 9 17 18 19 20 DESCRIPTION FLANC ^D FRAME rlEAD FLANG=0 FRAME SILL FAZNG D FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RA'L PGT 62704 62705 6534521 6534522 6534523 SASH SIDE RAIL 6534524 VENDOR 62703 6063 —T6 6053 — 6063 —T6 6063 —T6 6063 —T6 5053— T6 6063 — T6 SASH STOP 1 66387 5053 —T6 10 SASH CAM INSER ( L.H. & P.H.) 42800 POT 12 WEATI RSTRIP, VP YL 8LJL8 !V /LEAF 6TP249 TEAM PLASTICS 1 /8 x QUAD PAN HEAD SMS 13 SWEET LATCH 7 1096 MINIATURE DIE CASTING 14 8 x .625 PHILLIPS FLAT HEAD SMS 15 BALANCE 16 WE'4fr€RSTRP. .187 x .270 FIN D58 1/8" ANNEALED GLASS 'WlEAThERSTRIP. _ 187 x .200. FIN E7919 SCHiL EGEL BALAN'� TAKE -0IIT CLIP 7121 UM SIL!C0 I GLAZING SEALANT 52899 SS8 3/32" ANNEALED GLASS 21 22 SSB fr 0S8 GLA2ING BEAD 23 .3716" ANNEALED GLASS 24 25 26 27 28 65200 3/15" TEMPERED GLASS 3/15" GLAZING EE4D 65196 781 F0 $ x 1.000 OUAD PAN HEAD SMS 7" x 1.5' OPEN CELL F OAM PAD 7834PA 7858 SCREEN ASSEMBLY SPENCER OR = SPENCER CR = CALD WELL 61052 TEAM PLASTICS CALDWEL DOW, GE OR FOWL FLORIDA SCREEN OR = FLORIDA SCREEN CR SPENCER OR = 1 SAS SIDE RAC EX- RUSO\I T 1070 TECHNOLOGY DR■E P.O. SOX 1529 NOKOMIS. f4 34275 NO!KOMIS. Fl. 3427 4 Sarie*JNoed: SH - 4000 Scck: NTS INDUSTRIES Drown F.K. Desch: PROFILES & PARTS LIST Tate: s { f t 1 A� .562 L J !.187 .650 .925 jNevsp &Ipct *: tF.K. 18/31/1 Dote 4/ 18/01 VENDOR # 534521 534522 534523 534524 AF -6 3 87 TP -249 PGT 2 '4. XX FS7826 -187 FS7919 -187 05— 200 05 -196 APPROWED AS OCRPLYM A3 tttalN'{ v 1 rf muitax �qRf 1100! ME. Se , 2,06 1 frt l • f i.”4 d pROOucT COMM CMStON LADING woe thL wsceOF'ffCE Lt arx In, 6 1- L 516. Re"is:ona: • - REDRAfWN ALUMINUM SINGLE HUNG WINDOW (TG — A) Sheet: Ora.■ng Na Rev: 7 .48 1 2736 1 A TYPICAL HEAD CONFIGURATIONS 1 x W000 + Ii _ ..' 1.230 l • BUCK \ . .250 MAX. 2 x NOOD c'r iX K .250 MAX_ J 4 1.250 — 110 PANHfAO OR 12 PANHEAD 110 PANHEAD $- OR 112 PANHEAD 4 a 4. . 6 P m lri , QT FS: „ 1.) REFERENCE TEST REPORTS: FTL -2959. FT.. -2960. FTL -2961. FTL -2962, FTL -296.1 FTC -2964 Robert L'CaFk,PE 2.) r,NCHC S ARE 110 SCREWS GR 3/16" TAPCQNS. (J 12 SCREWS MAY S£ USED INSTEAD) P1: X34112 at 3.) ANCHORS ARE L OCA7ED 5" MAXIMUM FROM EACH CORNER AND 5" A(AXJAtat DV EITHER SIDE OF MEET# s?R7R T UC1Lra1 MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HERD AND SILL. - .250 ukt 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS INDUSTRIES TYPICAL JAMB CONFIGURATIONS 3/1 T„PCON 110 PANHEAD OR 112 PANHEAD Description: 1070 TECHNOLOGY MRlvE P.O. BOX 1529 NOKOMIS. Fl 34275 t■OKOM;S, FL 34274 .250 ---� AJAX. .250 MAX. --. 1.250 ANCHORAGE DETAILS T,ae: — 1 1.250 x WOOD BUCK 2 x WOOD BUCK APPROWO AS C04PLYDIG 1M171i ThE BATE 5e fTE+"i6E i m %I BY i S1, r-) 1- 1. L, PRODUCT COMM DIMON MALMO WOE dOMPUNICE OFFICE ACcFitO NO. '1- 0 Sig. 10 ALUMINUM SINGLE HUNG WINDOW (TG -A) Seriesiledet SoFr: Sher!: i Drawing Va. I Rev: S! - 4000 NTS S 8 +8 2736 i A AMIDADE - - PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Jet, 34275 The expense of such testing will be incurred by the =nutiicturer. APPROVED: 09/39/2001 14 04 5 000 1 4 C200011tcmp►ateslnoticc acrcptanre coyer par. den Internet snail address: postmaster @buildini;cndeonline.con MIAMI -DADS COUNTY, FLORIDA METRO- I)ADE: FLAGLER BUILDING BUILDING CODE COMPLIANCE. OF FICE: ntET RO- l)ADt; TI.nGl.1i1: 11U1Lt)1X(1 1.10',VI SI FI.ACI.rR S RI;ti•r. Surrr. 16(13 m1A,v1l. FLORIDA 33130.1563 (305) 375 2901 FAX ( 305) 375 -29011 CONTRACTOR LICENSING SECTION (305) 375.2527 FAN 1.305) 375 -25 cm 1:yFmmc::MIt:NTDIVISION (305)375-2 l'AX (305) 375-2 PRODUCE r CONTROI. DIVISION (305) 375 -2902 FAX (305)372.6339 Your application for Notice of Acceptance — NOA) -of :_ (Scrics - 4000 -Aluminum Single Hung Window under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami- Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requiren of the South Florida Building Cade. ACCEPTANCE Np.: 01- 0516.10 EXPIR :S•, 09/30!20!16,, Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI1rET, SEE A1)DITIONALI'AGES FOR SPECIFIC ANI) (WNFR AL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 11CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Frarrcisct).1. Quintana. R.A. Director Miattti -Dade County Building Code Compliance Office Homepage: http : /Jwww.huildingcndeonline.cum PGT Industries ACCEPTANCE Nn.: 01- 0516.10 APPROVED September 30, 2001 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "SH 4000" Aluminum Single Hung 'Window and its components shalt be constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on 08 -31 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in app-ovcd drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Sec 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. 2 EXPIRES September 30, 2006 r $La Ishaq F. C anda, P.:.. Product Control Examiner Product Control Division PGT Industries ACCEPTANCE Nu.: 01- 0516.10 NOTICE OF ACCEP'T'ANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Apr roved", 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 saute 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 feo) and granted by this office. 5. Any of the followinc shall also be grounds for removal of this Acceptanc..:: 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 literatur c. Warty portion of the Notice or 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 t, 2 and this last page 3. C. L, c.u�l� [shag [. Chanda, P.E. Product Control Examiner Product Control Division ENT) OF THIS ACCEPTANCE 3 APPROVED September 30, 2001 EXPIRES : September 30, 2006 1 RE/.10V. TOT) RAN. A.S.•.'Ej.(31. 'i S.:RE W 3 AND REUSE TO INS7AL L 70P TixE) PANE( CLIP TO P1>t>,'+_ JA LO. . L'St: ! 1 ; tie . - 3/4 - AN{' HEAL) PHiL(7 1 34) TO ATM C H f- P 70 M,>;N Y! '4E hE 1). 5 RED ry ck 36 FROM E/CK END d OJJE AT 14111)5.:P AN 1 01 + X1574 t r P. FOR FIXED SLIDING GLASS DOOR PANEL. INSTALLATION JJSE PAT MAGER 41814 MI BRONZE, WHITE, OR SIIi.EJc TO it4A.7CH DOOR F ry NJSri AND II Si4LL W111 -I fB x 3/4" 1,'76,34M) PAN h AL P13111.i 'S SCREW AS SHOWN. USlT4C fraCKET AS A TONNE PRE—DRILL LOCK STite AND . JAMB WITH A 3/32" r D,iI L L p1T &T0/ D1 AI G SCREWS, USE THREE 8R4CVfTS PEA? PAN I:1 AT TOP, MIDDLE ANL BOTTOM OF PANEL. 113E_ ;P+° ' 1 C x 3/4" PAN HEAD Pi/t.. (71 ?'O ATTACH B07 04.1 CUP TO PANEL .JAMS USING i3RRT. AS A l t)(FLATL '=RE —ter ILL PANEL - J..4MS W J; ,s 3.432 " DRILL BiT &F ORE L °/`✓7WG SCRSWS. THEN ATTACH BRt ^. TO SI :_ W/TH :0 x 7 1/2` HEX. fID. TAP ccw FL.RN!Sh 13 BY INSTALLER. U9 7L'13 3A 1 ONE 7/8" x 5,/e' x 1/8* x 4 A. LW :WC ALUM. RE.MI R ANGLE iN FPAME SILL AT MID SPAN OF EACH PANEL .0TTOM RA/L., SCOURED 70 FRAME i'ii i-1 FOUR It iC x s 1/2 fLT. 1-fEA Hr; ON TO &L F URN1 S -.E IVS1. LLER. a. �r�?aions: Wo Brat: 1 i Avwn Py: D. E3. i i ,:•:,._ s. N. ` - Cair. 2_/7 4 /DO 3 ii 34 i4dvs _ .Fish:3 r S.Tfe.:.: f61: 1 SGD -2500 PA)iT I7LSLI WINO CLIPS APr: 7Ei2.I:S D FOR i , G/? W I N G L i % i i i !NE T . 4 ti ' _A P.O. V. Cif.'S MAY � r,'T Dr R�C)'1'f• ?I.L) F::'4 ;1,r! T7RST F X)O �� APPL J AT (ON. CLIPS REOIPP J <';LL T ' S ErN RA ?I. ir4i PROPER VS. LAi'IOtd. 1070 T°c noir. ti .' Dr. Nokomis, R. 34275 I SGD -25QQ OX G E!e'>.-ot nn ' I KD^k 3Y: Soot: I51 :enL ,APT :tC711 D > S I: %JI,rii'AC WT34 nil BY 9!' lir + +a:_ ' Mr':.lo.ci - r, 1CCFr':i.1•'�1 off: !�� ' C 9 t . its 1 , 1 ! I 0 I±j.1 45" Dcy1si Ope•Ting 50. 00,0 VtJTJJL SE 0 1 Z438 1 I— _5%4 2-500 -49:9 iJi 1 ! 30.0,20 - 1 ; i 1 I SECTION • 1_ 032 g9t3. Rai-,-17.11)trz Ltaltriol: TYP, Rowe rotc: 1)::rra Cry: 0,13. -37.6 T71 50.030 W-Act Py: rair: talc 2/74/00 • 4 7.452 I 1. j4 — 11 2.3W Doerr'," »z Vie w 1Q op.e 1 P.M.:NED 3tf. an8r11.YING IR3 SOUTH 41.0:D k Su:1DM Calif DAT • ‘, ROV,31",1 tres.)Cx ) cc CUt Atef1ffc f. of 10 70 Technology Or, Fi. —; .452 j— . i Ti ii IL ,1 re 1 1 I 1 1 .i 2.562 w flout Re 1,9 fo rcern e t I 2/5 INDLISTRIE-S 74 1 i 1 r 757063 103" 043yfit Opl-r.,;.ng I • i 1 (71 45' DiyJipr Opening 50.000 4.6S7 --a * VERTICAL SECTION TOE..0105 4_590 HORIZONTAL SECTiOil 5L).00 [a ol ' Mx: Pr Oda: 2/14/00 - Pu.-3krm 1/61t Pe.-Ams). I Ch.r.kr ADO zt /equip?: sirk- SGD-25D0 .Nar.dp90:4, Scctron Po 1.40: .750 cmtyc; ten- - a-q .SOfft FLk EVILDIRG CODE C■ f'CORIL„WYP.01 $1.111Ii4 LOT COIAPLIO'i Orra ACCEPlia:1,1 1070 Technology Dr. 1 34275 Nokomis, •f,87 ‘_ Vie wit h Rein forcs= rn t kvioac Dmr-lxv, W. I 3 c6 5.500 74 1 INDUSTRIES I 146iY:)t i 48.000" 72.000" I, 96.000' 74-727 63.04 72.000' 1000.87 108.0)0(0 " 1.44..000" 74.72 1 63.09 95.000" 100.87 ' 149.000 " 1 15%_000" 74.72 63.04 17.00 _ 100.87 , J" 1)1)4; 1 1:0 TL 1 . +-. ;•11: r � � )11 1 }IC: iflf 1 .Ch r1P 1 .i' /)J7 R 'j r)r) 1 :4 roso 1:!. J•)_: 1 .4(.(X 0 72. 03 63.0.9 53. ? 1 42 .03 1 4 - 4.83 x 36.02 1 72.O. 63.04 1 51.73 ' j 49.63 OXO or XXX .3 :FYI 210 36.02 1 ; 63.04. 1 OXYO - 7.7,3 44.63 or 'XX,)' 4 :.D; 36.02 L1298.000 60.57 OX, X0 or XX Do 5r Uei9s Dc Widths 4$ _ 000" 72.000" 96.000" 72.0010" 1ca00o " 1 44.£x'0' §5.000" 1 192.000" 72.000 60.57 60_67 50.57 60.57 50.67 50.67 I 60.57 60.57 50.67_ 54.0• - 50.000 60.67 60.67 5��.04 50.57 60.57 .54.04 1. 60_5 4 50.67 96.000 60.57 51.73 42.73 50.67 51.73 42.0.3 ; 60_67 1 57.73 42.03 108.000 60.57 44.83 36.62 50.57 44..83 .36.02 f 60.57 44.83 36.02 64_04 1 51.45 OX, X0 or XX 0x0 or XXX OXXO or XXXX Door h'69 i. Door 13ir7dths j 414.0010" : 72.000 Lcr+r W7dt1?r 72.000'.108.000` 60.67 1 69.57 49.000" 72.000" 1 96.000" 1 2.000" 108.000" 1 44.000 ° j 95.000" .144.000' i 92.000" 22.000 . 130.90 , 106.74 t 90.06 130_00 1 06.7 4 90,06 I 130.00 705.74 90.06 80.000 127.141 92.97 ( 77.19 1271.4 92.97 1 77.19 07.74 92.97 77.19 96.000 102.93 1 23.90 i___ W2.93 73.90 50+..04 51.45 7 02.93 ! 73.90 90.05 1 64.04 60 - 04 5;.46 4 7 8.006 90.05 64_04 1 51.45 , 90.06 54.04 Docr 1•;oight Door 13ir7dths j 414.0010" : 72.000 96.000" 72.000'.108.000` 60.67 1 69.57 1 44.000" 96.000" 1144_000" 1 192.000" j 60.57 f 60.67 1 60.57 1 60.67 1.72.000 60.67 1 50.67 6a67 80.000 60.67 1 60.67 60.57 60.67 1 60.57 50.67 450.67 60.67 i 60.57 � 60.67 9 60.04 1 96.000 60.87 � 60.67 60.04 6067 j 60.67 , . 50.04 60,67 108.0100 60.67 1 60.67 51.45 60.67 : 60.67 OX0 or XXX 51.46 60.57 1 60.67 1 5;,.46H OXXO or WO( OX, Ki0 cr 0X r- f • • .1 a) Pdr.�r�;iye Dt -s+gr. L c?ds IPSO' bosoo' i_n Cornpi2•rative Aoe!rs)s, Door 1 is !i t 1 � 11 Ii�1 ttl'_'ir'i if Door Widlks Pos:fivtt Drs'n/? Loin, (PSF) bosed on Corp.')rci;ve Analysis. Write. ,l JM!NUM Reinforce M en t c7,1 >N &g5trve. &e Loges (PSr hosed on 8omporr.•Livr_ Analysis-. OX, X0 or XX 0X0 or .b) Positive Loads ( PSFT) based on Comparctive AnrJ y.!r;s. OXXO or X.X 1 Rovirknr: icwt7: t }U:ft: 1 terra $Y D. B. aok; 2/ SL1' r! /'.K GLASS SS i)OOri 1) ConfiguToCans: 3.j Le 7prt Rc>surc Ro r•g: G'.) 0.:SQfl +50 P. S. r.. -50 P.S.F. Pressure Ro'in; rii.l:c J4. Yt-'i^i:?.* -1-.35 P.S.1:, 4.) 2 :,n�rnors !02.!Dn 2 3/ FROM EA / 01:; I JE,P (N;7_111) MAX. c ` FRV.? EACH C0! NF..: (.2449M85) SPACING A7 i•1r1,0• d: S1LL f G ro MAX. 5' ACJf•1G A MES 14..000 S'?u'.frr Recuir* n r.L: S./7): ii st3• are :qe au:rfi 6.) Rei eren , peprt: o) r rL- 7343 ] ; }f,= Gt t Pei r, �) t71_ -1.Z2 With Arum ?:risen T:cintru'�c. n1,) 7.) . rm'Y_b .f.4D;11 rs al Paieis Lic.v. & 1\'1:4 Sch. 1,`C,.- i�.'L•T:7£.= :-tpC J +i� 6.) 2I riser to be ottac,p: d 1 r.etW t pnd and 24 ` 4- Ski) A -T 4..S CO rtf-C K.i'H 71■1" :10Ra EL'i1•; r;s,•r writ P40t1 wA'rika Drv;c:CH l . • CAI 1 f °_ ie x}::11•: A.it:1}�7iy;; , _4:0 t.30 .03 1 j ?gfarnn,^ns Lr•drzc �i(� ? 7� 1070 Te. h �noJoc Dr. ' t 1C'o><C>7,'s?i.S,, fi T x75 $•rieefsiteig r. 1 t s.n ••4.r tr•ti >, r!< 50D -2500 A1rerlpi+en: ..: OXXO (..cmpC. rcl've A II Oh r : ,11: j ;.))9)06 1u: S..N_• Sifsa:: 10704::.:0 ?! . o ✓: i 1 ( ' /z1 on ? 1 ITEM D DESCRIPTION i i y'. T , y y':t�LIr7 � �'�t�r. y y • I Locks i 65.362 ;>'+l -cn J J � i 1 6 1 • v 3Y1l3t` 7-34 T� 7/a' COI ! . 1j , J TYP, -£A 1 4• T PCO • X11 Si. .. 1+ .It ' - w• TYP. SILL.. r .- .250 ].? !1 ' 1t i 75D ��i s1 � -i�Ax. ,-.1 ^ _ 7._:_r_ti •[ ' 2 N WOOD II / 112 l?J.TEAD % D!!T MLToi i 1.1At $£R St-KA LOAD 70 SL 3. 7 YP. HCA0i 1 1.50D - .r dt1N. '•1 . -• • .4 N wax T" .YP. • JA )(!: rt r P rs+1r' a (, )u? 9 10 11 12 34 35 Plostir Top Pone; uicie _ ..320x.187 To pJ8o; . Rol! _200x.187 lntenfock 1�1'stp 4 Top Roil Assv. — 20 x 1 &i. RD.! Ass?'. SC: Giii Ass-y — Lock Side Latch Assy. - e Dummy S;d 0-3 x 7 /. t 1: botch 1. Heavy Duty As(roc :P Aluminum ReinfcrcernenI 110 x 3 Loch am e head Frame 5 ;11 Frarn9 Jcrrb Latch Xcepor 2 r ° h. SOS en Keeper Larch Keeper pocers 6 Ph. Pcr•. S!riS Yi -P,isc Si11 75 x 1/2 Ph. Pon SM , !leader Dvst Flu t7 - 1 -ilc7h Pile Srll -Oust Plug - Low Pile 3/4 -200 Fixed Pone! Clips Fixed Pant! Clips F7xed Pone! Brooke ?te+! WO t: Dots: Prolr» L i B. "( •) • r. 7: )U1. r"'J1 Jla:aS +1�Cb 1 0 GT indusi VS's}L, - file SFELTK Sch!Lgc! - Pile 620003 ' Sr ?)fe:�''I Ph. Pon 71034A SS l,i P.h. 11. SUS T K.ncr� liri4i'e �l2�C>+i P.th ' .02 SGU -2500 Dcr`tiption: 720X!4 7LOCK}; j 70U /4Y 71078 6r�4 =)2 6 2r'L3X 6E:179 5818-1 .Fiat' e 8 0 7 DKEi P 78X'21SAZ 41804 41816K 72087K 77P8..A 69.371 Spencer Prodvc'zs ,1uf ion wide /':idos No tionWdde lndvs'; ie_ • f os ter Alcoa in (latex Alcoa Alcoa Atop° Notion wide indr.:s t. ies Fcstec -'nd- PG7 industries P G'T Industries �c s iroGS. Roble - & Plastic Fa s.ec 1•:0. Arcno 75X 12A S 7P6QGG 1 7.p3C. G 1 783;4AA 62003K 7LA.1.34 7 SL 41814 A1'i2y'rEJ AS t.OMPt.Y1;?+? WITH 1Y,r WW1 TI.OR;DA i:11.1111'ir, ODE DRL norkigyAoL DivIS _!1' T tJJ1kDiFri tt1L!I CCVF P.'ir -f. CZ acc:r?ANcr aro. 04)- 0 a.; . 493 1070 technology Dr. 1 Nokomis. P1. .34275 FSY 19 — 1.57 r27 1 1,; 1135 AF —gar 2 3 Ar"- 5 - t 1 len ;73 A.1--.93 , 1 r j [5903G 1 JNDUSTR J ES L/ltra'vb irtc. tJ'u rr:a1 Inc. Spencer Produ t Sct:!egei coo:d 8'. 5GD--2500 OXXO Bill of A4oterials, Anchorcge PST tom:�3fi r� SLarS S�orT D*ro.Rrp lea. ! Raw. Oz to: 2/ 14/00 i J L' 7' 1 5 SY Rer;alartr. Rime' 7y; Date, Dry rr By: D.B. 1.) ITEM // WILL CHANGE TO ITEM i16 DEPENDING ON CONFIGURATION OF PANEL. CONFIGURA OnXO. 2) ITEM ti 7 USED ONLY WHEN A., UM. • REINFORCEMENT 15" REO !RED. linirtlYti3 AS COMFIYiNG 1!'i1i1 TY,E $011111 a011114 BU3L411i6 CDDE 1 i a '&a) r cw P?L m miGR 2Ui3D ?w CODE l'L7eYliAiti GUILE ACCEil C`F 7A .0' D . v3 1 Ghe By: }7ntc Doff: i r 7 ( l boeSoetc t 1 6i. ri m n+akr ,a70 Se�ine�Aio�ot SG -500 peerri,::ico- PCT ND: i'V K T NA: (3 70 Tech: i ology Or. Nokomis, FL 34275 3SGD —2500 O XXO Elevation INDUSTRIES iScOly . 15hee!: tevreini Al:. jk�r 16 74 7 J Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -2221 Printed: 12 /26/2002 Page 1 of 1 Applicant: MARY BRIGGS Owner: BRIGGS MARY JOB ADDRESS: 785 NE 94 ST Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 Parcel # 1132060142030 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 E1/2 OF LOT 24 & ALL LOTS 25 & 26 LESS E15FT Fees: Description Amount FEE2002 -7418 Building Permit Application Fee $60.00 FEE2002 -7419 Buildier's Bond $300.00 FEE2002 -7420 CCF $0.60 FEE2002 -7421 Notary Fee $5.00 Total Fees: $365.60 Total Fees: $365.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 6/22/2003 Construction Value: $3,800.00 Work: INSTALL NON IMPACT WINDOWS & DOORS & 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, sery nts •r employees. Signed: 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. Signed: SPECTOR) BY: (Contractor or Builder) BY: PAY TO THE ORDER O r. .3. Pay to f g the order o 5 f � SI _ F 's4 BAN 5 i u A BIT 06,1 1002 f ` r „rte 71. 0040 507438811' 6 278 %:06 ? ALLSTATE WINDOWS, DOORS & SHUTTERS, 5205N.µ+. 72ND AVE. INC MIAMI. FLORIDA 33166 (305) 513 -3388 AM ER I CA 1 1414, 1:0660k/3 e � CB ±�N�AryCRdp�j, � wm,ngluNe�y�boeN 7 jOj02 ?06 ?►►'05 William F. or Mar' Patricia >3r16 785 NE q4 fit• Miami Nhore, FL_ ,,»B e22:24 63 OCEAN BANK w 2541ST 10 MI. FLORIDA 33122 627 $ G 5 1 D ollars 01 63.1 139/660 10 9167 DOLLARS g X - J J Established 1957 E Date : C _f 20 1 -ZOO To : t - 4 S /Aa(Pi Metal Tech, Inc. is the Dade County Notice Of Acceptance holder for : Bahama Shutter 02 -0122.04 02/24/07 Slimline Accordion 02- 0729.03 01/27/03 Econoline Accordion 02- 0311.01 . 04/06/07 Hurculine Accordion 02- 0507.08 06/13/07 Maximum irnpact Maxi Roll 50 02 -0305.01 04/18/07 Maximum Impact 50mm Roll -Up Shutter 01- 0206.12 04/19/06 /4 Ga. ( 0.029" min) Storm Panel 01-0205.01 03/22/06 20 Ga. ( 0.041" min) Storm Panel 02- 0611.05 07/22/07 .050 Alurn. Storm Panel 02- 0312.08 10/22/06 .060 Alum. Storm Panel ' 02- 0611.03 07/01/07 This Letter authorizes A(U kite- Ott/idol/Os at the following job site: ? N q S 1. t' &@( S ho ftjl HURRICANE SHUTTERS Acceptance No: Exp Date: to use the above named products Th,.z&Prk you, 1 W) jr, a.y !a, U.P. 7635 West Second Court /Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com VtrL - } -1�:PI ALL L ENCLOSURE SYSTEMS 1 NI I A M i-DA DE�l MIAMI -DADE COUNTY Y FLORIDA PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries The expense of such testing will be incurred by the manufacturer. Ateepta nee No, :00- 0301.03 i . Expires :05122/20037 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &S; PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County Florida under the conditions set forth above. Approved: 06/08 /2000 If3teroet mil address: postrassterfgbutiela .gcodroaline.enm 11070 Technology Drive Nokomis FL 34274 w.. t. METRO -DADE FLAGLER BUILD /NC R 1j1LDlt;(; CONE L'OMPL)A \CE OFFTcE mt.:TAo DADE FLAGLER. 1 3U1LD1`'G 140 WEST FLAGI..ER STREET. SUiTL• 1603 b!lA'L1L i LORiDA 3 3130.1563 (305) 375 -2901 FAX i30S) 37'• -2905 CONTRACTOR L10ENS SECTION (3ll5j 3;S.2z_' FA>: (305) 37f.•. :.551 CONTRACTOR ENFORCEMENT SECTION (3US1 313.2966 FAX (3u5f 375-MS Mon1)CT CONTt O), nivisros Your application for Prodtict Approval of: (305 375.2902 FAX (30S) 372 -6339 (Series S GD -? 500 A )uminul» S /ielin; Gin cc- Door - under Chapter 8 of the Code of darn± -Dade County governing the use of Alternate Materials and Types of Corsiroction, and completely described herein, has been recommended for acceptance by the Miami -Dade C:oui;ty Building Code C inp]iance 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 t3uiidina Code. .rancisco .. Quintana, RA_ Director 1 of 3 Miami -Dade County Building Code Compliance Office Ho1epage: beep: / /ww+e.buildicepodeonline.com I?GT Industries 2 of 3 ACCEPTANCE 00- 0301.03 AYPROVED JUN 0 8 2000 EXPIRES May 22, 200 . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 964023.03, which was issued can Ma 22, 1997. It approves an alurninurn sliding glass door, as described in Section 2 of this Notice of Acceptance., designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SGD -2500 Aluminum Sliding Class Door and its components shall be, constructed in strict compliance with the followin2 document: Drawing No. 741, Sheet 1 of 6 titled "SGD -2500, prepared by Progressive Glass Technology, dated February 14, 2000, bearing the Miarni -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Other configurations allowed: OX, XO, XX, OXO, XXX and XXXX. 3.3 Head receptor is rot allowed to be used in this installation. 3.4 For Design Pressure Rating vs. Door Size, and Reinforcement, See Comparative Analysis Tables in approved drawings 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawing.; 4.2 The installation of this product will require a hurricane protection system.. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni -Dade. County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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, 61.3 Any other documents required by the Building Official or the South Florida Building Code (SF/3C) in order to properly evaluate the installation of this-system. ManueJ'Perez, P.L., Product Co £xamtner Produntrol Division PGT Industries ACCEPTANCE NO.: 00- 00i .Q3_ :. __ JUNG 8 Z000 APPROVED) EXPIRES May 22, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or cliange in the materials, use, andlor manufacture of the product or process shall automatically be cause for termination of this Acdeptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. My 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 distibutors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Man Perez, P.E., Pr chid ; Examiner ProdukCsaifoi Division CONTRACT DATE: CONTRACT NUMBER: SALESMAN: T0(..- INSTALLER: DATE OF INSTALLATION: c� y HOME PHONE: ` L� S 'd i 5- I CITY: ( – ± Z I J ' I t% rU STATE: FL ZIP: 33/ 3 , OFFICE PHONE: 3 WC! 7 51r— t ee ) 0 1 4(5', 6 t. � j s DIAGRAM NAME: 1 .: i i,l, 611 ADDRESS: 7 17S x/17: 11 5 I, ihu420 (z.L. 14,9s AAll..s ______> ,„„ ,,,„A 1 4,,,P ?,.; ofi • r ./ Qy g/� ? ) r► sj &F 0/ ..,:!02.01.) �� 1 1/12.9 i2-/ (6 z-'x 2.- 3 `I Cis/ 3- mat O a dr't j j Et • y J ;Y jj__ LOOKING: OUTSIDE/IN — FRONT OF FjOUSE Manufacturer: f \ Impact Non - Impact Type Window In: GSD RES. DOOR OTHER Cmt. (7 Horz STYLE: ATW(SV) i4H COL. GSD P.W.F. 2/2 OX 2d2t 3/16 j/ 1/1 XO j /4d2t 1/4 H.R.S.O. COL. 1/XOX / 3d3t H.L.S.O. ( Glass Type: Clear Brz. S/C (a. y' Grey OBS INSUL. Lexan: Laminated: / MASONERY: Inside Plaster Outside Stucco Operators SILLS: Marble B /NCeramic R/H FINISH: Anod. BRONZE le ill te. White Esp. UH Block up Sq. Ft. Bin Blk 4 IN. Blk DIRECTIONS: WHITE - OFFICE /YELLOW - CUSTOMER / PINK - SALESMAN ATURE Alum Door Temp. WINDOW WIDTH 26.500 (4) ' . 0 ' ' L D613 =�18 •_J3NNEP LED (FTL - 3341) s - ::_sG 3118" TEMPER£B (FSLr.3938�: r 'i:* '`� ��1•S��F :`;••••-. 6.3116" ANNEALED (FTL3339) • . .'•: =d: 113' L G: 31 s,1.(8A (FTL' • 334 1 MF,DOW HE1GKT 38.375 {3) 44.000 { 3) 50.625(4f 03.000(44 NEG FOS NEG : FOS NEC t POS MEG FOS -75.0 56.0 -75.0 56.0 -67.9 1 58.0 -53.0 53.0 -120.0 56.0 -113.9 56.0 -101.) 55.0 -78.5 56.0 - 135.0 56.0 -135.0 53.0 -118. 3 56.13 52.8 56.0 - 58.0 - 519.9 56.0 -1 131_3 58.0 -79.5 56.0. -75.0 56.0 a -61.0 51.0 + -120.0 56.0 -1112 56.0 -92.5 56.3 56.0 - 135.0 56.0 1 -107 8 56.0 a 6 56.0 -92.4 56.0 -512 51 2 X3.2 43.2 = 57.000 14) 44.000 (4) 53.125 {4) 53.000 i -0} -120.0 ' 56.0 - 56.6 56.0 74.000 i4} 0. -84.9 56.0 -58.2 -67.9 -38.4 -32.9 56.0 56.0 42 7 3B.4 3.2.9 COMPARATIVE ANALYSIS - TABLE 1. A -84.9 -68.2 -35.0 -30.0 56.0 56.0 58.0 -955.4 56.0 -81.8 1 .58.0 -38.8 38.6 -56.2 : 56.3 -67.9 -58.2 -276 -414 -35.0 -30.0 56.0 560 27.6 41.4 35.0 30.0 -58.2 -67.9 -33.0 -30.0 56.0 58.0 35.0 30.0 .45.0 -52.5 45.0 1 360 30.0 S NGLE ROW O= FAS - ENERS _GATED AS FOLLCWS ANO PER SHEET 9. H=AD. & SILL: MAX. 6' =ROM CORNERS. MAX. 6" ON EACH S.SDE OF MEETING RAIL CEN ERLINE_ MAX_ 6' =ROM CORNERS. 1.4AX_ 17 " S ?AC ING. 8. SEE S)- EET 2 FOR GLAZING DETAILS. 9 P RESSURES tiJNDER 4 0 '.S.F. NOT APPLICAELE IN MIAMI-DADE COU\ Y. 10. SEE SKEET 7 FCR CORNER CONS RUC - ION INFORMATION. gei 45.0 52.5 45.0 48 5 39 5 35.0 72.000(5) NEC : POS .45.7 45.7 -6 .0 58.0 -80.0 56 0 .638 56.0 -34.1 34.1 -5t2 51.2 -59.7 56.0 -511 51.2 -27.1 77.1 -44.3 44.3 -61.6 61.6 -44.3 . 44.3 -21.0 21.0 35.1 44.4 35.1 19.6 33.5 -39.1 39.1 -33.5 33.5 -38.1 -44.4 -20.0 -30.0 -355.0 -30.0 20.0 30.0 '95.0 30.0 TABLE NOTE NUMBERS IN t PARENTHESES ARS MI '1IML M O UANTITo OF ANCHORS PER SIDE. 1\0\1-IMPACT W VCOW NOTES: 1. GLAZING. 1 /8" ANNEALED, 3/16" ANNEALED. 3/1 6" TEMPERED, 1 /2" IC (3/ t 6A.3/165,1 /SB) 2. ES GN PRESSURE RATING: SEE TALL" 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AST:, _ 130C -913. © POSITIVE DESIGN' LOADS SASED DN 'A'ATER - EST PRESSURE AND GLASS TABLES ASTM E 1300 -96. 3. CONFIGURATIONS: OK, XC 4. REFERENCE TEST REPOR - S: FTL -3!3B, FTL -3339. FTL -3340 dt FTL -3341 5. SHUTTER REQ'nREI/E"1T MIAMI -DADE COUNTY APPROVED Sr'.LTERS ARE REQUIRED. 6. NARROW JOINT S=AM SEALANT S JSEJ ON ALL CORNERS AND A EACH (IXEC MEETING RAI_ 7. ANCHOR.4CE: A 6" kMAK. T. 72' MAX HEIGHT 1 66" k4AX. OPER _RE DAY_IGHT OPENING INDUSTRI Sate. Rensona: 4/23/G2 A00 ANCHOR 0?M Aare: 1/1 a /Q2 1 OX, XO ELEVATION, 741Vx72f-H Rzt Clad. P.; P. 436752 41.,r. hired 33 5/2" 'MAX_ 17 OPER. LITE DAYUGHT OPENING 33 1/2" ION. FIXED LITE DAYLIGI-T OPENING MAX. 5" MAX. 5 MAX. (SEE ANCHORAGE NOTE 7) MEET ING RAIL CENTERLINE NP 7 4" MAX. WIDTH ^UTS:DE - SEE SHEET 2 FOR SECTICN RETAILS 10711 TECHNOLOGY DRNE ND MS, FL 34275 P O. BO 1529 N31f0Y5, FL 3i2.75. 1 67 ' /8" MAX_ FIXED UTE CAYLIGHT OPENING 17' MAK, TIP. J WrmN a mropbtal,ae 1150 7bald■ Mailing Cb/a daft T4 •a. L T �.f NOM • Z- 0 St} .t• no al Dade Oh ALUM. HORIZ. ROLLER ( STD. .PTO. RAIL) Srneq/frk aN: I Scala: Steel: Ora.d' Na I Herr HR -207 L NTS 1 1 at 9 268 -1 1 A MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT= OPENING f 2" VERTICAL SECTION INSIDE A OPER UTE DA" LIGHT OPENING TEST REPORTS: FTL -3338 FTL -3339 FTL -3340 FTL -3341 OUTSIDE 8 OPER. LITE DAYLIGHT OPENING r - �� 0 ®® 1/8" ANNEALED OR 3/16" ANNEALED ---1 �---- OR 3/16" TEMPERED (//0(c' MAX WIDTH MONOLITHIC GLASS Robert Clark. P.E. PE it39712 St -., turat OUTSIDE HORIZONTAL SECTION OUTSIDE INSIDE A 7/16` NOM. r _ GLASS BITE TfP. (4) GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRNE NOXOI4 S, FL 34275 P.D. BOX 1529 NOKOMIS. FL 34274 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS Rend By Rersd FK Drown er F_ K. Description: rare: FIXED LITE DAYLIGHT OPENING Date: INSIDE INSULATED GLASS Dot r 4/23/02 Dade: 1/ 7 7/02 44 1/8" ANNEALED INSIDE Re i:vons. ADD INT /EXT DESIG. A pprercd as cots plying 'ebb the Fk rida Bald lag Cade Date J -,;, L7, NOM - • 1 0 Idictal Dt do By OX, XO SECTIONS & GLAZING. 74Wx72H ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Seriis/Yadef Score_ S ' Growing No. R. HR -201 N TS 2 9 268 - 1 A 1 trj cal GLASS TYPE: k DSB L 118" ANNEALED (FTL-3345) I:. , .: C. :3118" TEMPERED (FTL33421 : ':: ° -:, • 8.3116° ANNEALED (FTL -3343) D. 112" LG. - 1/8A,114"5,118A (FTL3344) ' • W INDOW WIDTH 26.500 4) C. 0. 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (4) 74.000 (4) A. B. A. B. C. D. A. 8. C. D. A. B. C. D. A B. D. A. B. C. D. WINDOW HEIGHT 26.000 (2) NEG POS - 75.0 -120.0 -135.D 56.0 -75.0 56.0 -75.D -120.0 -135.0 -75.0 56.0 - 75.0 -113:1 -135.0 -75.0 -582 -77.6 - 97.1 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 -67.9 - 56.0 -42.7 f -56.9 -712 -49.8 -32.9 -43.9 -54.8 -38.4 42.7 49.8 56.0 42.7 32.9 38.4 49.4 32.9 COMPARATIVE ANALYSIS - TABLE 2. 38.375 (3) NEG POS -75.0 56.0 - 75.0 56.0 -120.0 1 56.0 -135.0 1 56.0 -75.0 56.0 -5B.5 56.0 -120.0 1 56.0 -135.0 I 56.0 -512 51.2 -101.6 i 56.0 -135.0 1 56.0 - 75.0 56.0 -47.9 47.9 -77.6 56.0 - 97.0 56.0 -41.4 -55.2 -69.0 -48.3 -30.0 -40.0 -50.0 -35.0 41.4 48.3 56.0 41.4 30.0 35.0 45.0 30.0 44.000 (3) 1 50.625 (4) 1 63.000 (4) MEG -75.0 -120.0 -135.0 -75.0 -51.0 -102.4 -128.1 -75.0 -43.2 -89.8 -113.4 -75.0 -40.4 -70.5 -97.0 - 67.9 ; 56.0 -67.9 -37.3 -55.2 -69.0 -48.3 -30.0 -40.0 -50.0 -35.0 56.0 -94.4 POS 1 NEG 56.0 1 -75.0 56.0 I -113.0 56.0 1 -135.0 56.0 1 -75.0 51.0 1 -47.0 56.0 1 -66.0 56.0 1 -107.6 56.0 1 -75.0 43.2 1 -36.7 56.0 I -75.5 56.0 I -66.1 40.4 1 -33.6 58.0 1 -59.1 56.0 1 -83.0 56.0 1 56.1 37.3 1 -32.2 48.3 1 -51.8 56.0 1 -69.0 41.4 1 -48.3 30.0 1 -29.5 35.0 1 -40.0 45.0 1 -50.0 30.0 1 -35.0 56.0 -72.0 I 56.0 POS 1 NEG POS 56.0 1 -50.4 43.2 56.0 1 -68.1 I 56.0 56.0 I -88.2 1 56.0 56.0 1 -110.2 1 56.0 56.0 1 -75.0 1 56.0 47.0 1 -41.8 1 41.8 56.0 1 -66.2 1 56.0 56.0 1 -82.8 I 56.0 56.0 1 -58.0 1 49.7 36.7 1 -28.9 1 28.9 56.0 1 -57.6 I 50.4 33.6 1 -24.3 1 24.3 56.0 1 -48.5 1 43.6 56.0 1 -62.3 1 56.0 49.8 1 -43.6 1 37.4 32.2 1 -24.7 1 24.7 48.3 -39.5 38.7 56.0 -55.3 49.8 41.4 -38.7 33.2 29.5 -23.4 23.4 35.0 - 36.7 35.0 45.0 -50.0 45.0 30.0 -35.0 30.0 TE: NUMBERS IN (1 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. TABLE NO NON- IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED. 1/2" IG (1/8A,1/4S.1 /BA) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3342. FTL -3343, FTL -3344 & FTL -3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: S'NGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A. 6" MAX. TYP. 63" MAX. HEIGHT 57" MAX. OPER. LITE DAYLIGHT OPENING 6 MAX_ A MT. /7 51(0/64 Robert L Clark. P.E. PE /39712 Structural 33 1/2" MAX. OPER. LfTE DAYLIGHT OPENING P.O. Box 1529 NOKO IS. a 34274 x f�T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 6" MAX. (SEE ANCHORAGE NOTE 7) 74" MAX. WIDTH OUTSIDE - SEE SHEET 4 FOR SEC - 10N DETAILS Revsd 9 Revsd Ay: FK Dro"n8 F K. Description: rare: Series/►todet: HR -202 Dote: Dore: 4/23/02 Date: 1/11/02 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING 6" MAX. Scoke: NTS Revisions: 0 MEETING RAIL CENTERLINE Recisions: ADO ANCHOR DIM. OX, XO ELEVATION 74Wx631-1 Sheet 3 or 9 58 1/2" MAX. FIXED LITE DAYLIGHT =- OPENING t 17" MAX. IYP. Approved a3 cumplyin K wiiii the Florida Budding Cate Dote >r ^C. » 2 0 • Z. NOM Masi ALUM. HO RIZ. ROLLER 'STD. MTG. RAIL) Brewing No. Rev: 268 - A MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING VERTICA_ SECTION INSIDE OPER UTE DAYUGHT OPENING TEST REPORTS: FTL -3342 FTL -3343 FTL -3344 FTL —3345 OUTSIDE OPER. UTE OAYUGHT OPENING MAX WIDTH 1/8 ANNEALED 3/16" ANNEALED I-- OR OR 3/16" TEMPERED MONOLITHIC GLASS INSULATED GLASS OUTSIDE — c/(0't Robert L Clark. P.E. PE )39712 Structural INSIDE HORIZONTAL SECTION 7/16" NOM. GLASS BITE TYP (4) 1 1/8" ANNEALED NOM. INSULATED GLASS GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.D. BOX 1529 NOKOMIS. FL 34274 Reese Br Reese Br FK brown By: F K. Description: Title: HR -201 FIXED UTE DAYUGHT OPENING Dote: INSIDE OUTSIDE bole: 4/23/02 Data: 7/11/02 1/8" ANNEALED' 1/4" AIR SPACE Revision: ALUM_ HORIZ. ROLLER Seriet/tto4et Sc3ta: SAtet IVTS 4 Remionr. ADO (NT /EXT DESIG. of 9 INSIDE 6 Aty..w :v ... "u• " nab H.a Florida nridiep Code Dote T..K 2'7 � "L &Mal Dude „ Dbrllir OX, XO SECTIONS & GLAZING. 74Wx63H (STD. MTG. RAIL) Ororinq No. I Rav 268 -1 A GLASS TYPE, -- A. 3116 7 ANNEALED (Fri- 3336).' ='r= ; :.' '�C..1/2 1:G.:-1i8A;114S i • ' B. 3116" TEMPERED (FTL -3335) • • - .• • WINDOW WIDTH 53.125 ;6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120000 (8) TABLE NOTE: 26.000 (2) NEG -135.0 -135.0 -75.3 -78.9 -92.0 -75.3 -53.3 - 62.2 -53.3 -38.2 -44.5 -38.2 - 35.2 -41.1 -35.2 56.0 56.0 56.0 56.0 56.0 53.3 58.0 53.3 38.2 44.6 38.2 35.2 41.1 35.2 30.5 35.6 30.5 COMPARATIVE ANALYSIS - TABLE 3. 38.375 (3) __ POS 56.0 NEG POS -84.5 56.0 -53.3 53.3 - 110.0 56.0 -75.0 56.0 -64.3 56.0 - 92.0 56.0 - 71.3 56.0 -52.4 52.4 -62.2 56.0 -38.2 38.2 -44.5 44.5 -38.2 38.2 -35.1 35.1 -40.9 40.9 -35.1 35.1 -30.0 30 0 -35.0 35 0 -30.0 30 0 WINDOW HEIGHT 44.000 (3) 50.625 (4) 63.000 (4) NEG -73.0 -91.2 -75.0 -56.2 -75.5 -63.9 -48.4 -62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 56.0 -61.3 56.0 -45.3 56.0 -52.5 52.5 -38.9 -55.6 55.6 -40.1 POS NEC POS NEG POS 56.0 -61.2 56.0 -49.6 49.6 56.0 49.6 37.4 45.3 9 38.9 4 34.4 40.1 4 34.4 5 31.5 7 36.7 5 31.5 8 30.6 36.1 8 30.8 2 29.2 0 35.0 7 28.7 SIDE. 58.0 -75.9 56.0 -57.8 56.0 -62.7 56.0 -49.6 56.0 -48.3 48.3 -37.4 48.4 -43.3 43.3 -34.4 -47.4 47.4 -34. 38.2 -38.0 38.0 -31.5 -44.5 44.5 -36.7 -38.2 38.2 -31.5 -35.1 40.9 -40.9 35.1 -35.1 30.0 -30.0 35.0 -35.0 30.0 1 -30.0 35.1 -30.8 -30.6 -36.1 30.0 -29 -30.5 -35.6 - 30.5 NUMBERS IN t ? PARENTHESES ARE MINIMUM QUANTTTY OF ANCHORS PER 35.0 -35.0 30.0 -28.7 MAX. HEIGHT 6" MAX. TYP. 57" MAX. OPER. LITE DAYLGHT OPENING TYP. (2) 6` MAX . J ® TYP. NON - IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED AND 1/2" I.G. (1/8A,1/45,1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3335, FTL -3336 & FTL -3337. 5. SHUTTER RECUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINL MAX. 18" SPACING. JAMBS: MAX. 6 FROM CORNERS. MAX. 17° SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. a l , 26 1/2" MAX. OPER. LITE , OAYUGHT OPENING TYP. (2) L L x 9 i 0 tm x r Robert L. Clark, P.E. PE #39712 Structural c'a 6" MAX. _ , -+-• - -6 MAX. 6° MAX. A `^-- MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) 120" MAX. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS _r INDUSTRIES 1070 TECHNOLOGY DV NOKCIAS. fl 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Reved 9 I Oate: Red 8y_ FK Dote: 4/23/02 OrQ.n 8r Dotc: F.K. 7/ 11/02 rtk Series/Model: HR -201 6" MAX Rres' ions: Revisions ADD ANCHOR 0!M. XOX ELEVATION, 120Wx63N Scots: j Sheet: NTS 5 ar 9 &owing No. 268 -1 56 1/2" MAX. 18" MAX. FIXED LITE SPACING DAYLIGHT OPENING TYP_ ff� 58 1 /2 MAX. F1XED LITE DAYLIGHT OPENING 17" MAX. iYP. Approved es complying with the Florida Bidding Cwlc NON et - telki• Miami Dodd' V wet Cada � ALUM. HORIZ. ROLLER STD. MTG. RAIL) Rev: MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING VERTICAL SECTION INSIDE A OPER L!TE DAYLIGHT OPENING TEST REPORTS: FTL— 3335 FTL-3336 FTL -3337 OUTSIDE MONOLITHIC GLASS INSIDE FIXED UTE DAYLIGHT OPENING r � 3/16' ANNEALED 4 I_ OR 3/16" TEMPERED f7X S Robert L Ctark P.E. PE 139712 Structural OUTSIDE INSIDE • OUTSIDE 7/16 NOM. GLASS BITE TYP. (4) 2" NOM. INSULATED GLASS GLAZING DETAILS INDUSTRIES 1070 IECHNOLOGf DRIVE NOKOMIS, Ft. 34275 P.O. BOX 1529 NOKOWtS. FL 34274 HORIZONTAL SECTION 0 0 4 111 1/8" ANNEALED Revsd 8y: Revad 8y: FK Drcren By: F.K. , INSJLATED GLASS Dote: - Date: 4/23/02 Data I/11/02 Series /Mode!. HR -201 ScaJ.: NTS 411 ■CDO 1/8" ANNEALED I /4 AIR SPACE INSIDE Revisions: Revisions: ADO 1NT /EXT DESIG. Sheet: 6 of 9 OPER. LITE DAYLIGHT OPENING TYP. (2) A pima bed n cemplyins MIA 1114 Florida ll.hti.cCads Date 3 —"� X . L NOAM s—. Z r 7• t o Mead O.dt FRAMS t4ieliea Droving Na • 268— 1 Description: XOX SECTIONS & GLAZING, 120Wx63H Rte.: ALUM. HOR)Z. ROLLER (STD. MTG_ RAIL) Rev: A VIEW A -A CORNER CONTRUCTION OR 1.542" .462' FRAME JAMB(OPERABLE) MAT'L: 6063 —T5 DWG# 219 1.542" I 2.209" 2.124" FRAME JAMB(FIXED) MAT'L: 6063 —T6 DWG# 218A 1.827" 2.824" --.062" 2.000" FRAME HEAD MAT'L: 6063 —T6 A DWG# 2158 2.000' 1 FRAME SILL MAT'L: 6063 —T5 DWG# 264 .050" .062" }-- 1.114` .781" L .040" 1 2.428" SILL ADAPTER MAT' L: 6063 —T6 DWG# 265B SASH STOP MAT'L: 6063—T5 DWG# 110 TEST REPORTS: fTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL— 3343 FTL -3337 FL-3340 FTL -3344 FTL -3341 FTL -3345 ( Robert L Clark. P.= PE 139712 Structural al INDUSTRIES 1070 TECHNOLOGY ORM NOKOAQS. FL 34275 P.O. 90X 1529 NOKOId1S, R 34274 Rend 8y: Revd 8y FK oro.n 8y F.K. Date: 4/ 23/02 Date: 1/11/02 se.;.s /Mtod.t HR -201 Rs.:siats: Revisions ADD CORNER DET. scat.: NTS Miran DsavipUa, EXTRUSION PROFILES & CORNER DETAIL Title: ALUM. NOR/Z. ROLLER (STD. MTG. RAIL) Sheet: Drawing Na. 7 d 9 268 - Rey. A Approved u romp lyiny Bite Ilu Florida Dulary cult Date r " z7, s•+t- NOAI et—'V 1 I • Mid Dads Pear- Centred l ort k I/ (tern ( Dwg 1 1 215B 2 1155 #8 x 1.000 , QUAD Pn., SMS 3 1 110 4 1 264 5 1 265B 6 1 1298 7 1 218A 8 219 Flange Frame Jamb (Operable) 9 1 1003 10 1 220B 11 1072 Wstp...187 x .200, Fin Seal 12 1 223A 13 1 242 Sash Top Guide (Anti -rack) 14 1 227 15 #8 x .25, QUAD Pn., SMS 16 1 225 17 1 226 18 221A 19 1 1001 20 1 222A 21 1 1096 22 1 1016 24 25 26 27 28 29 1265 -3 30 1267 31 1014 32 1013 33 1073 34 1278 35 1618 38 2718 39 2719 40 1263 41 241 42 1274 43 1237 Flange Frame Head Sash Stop Main Frame Sill Main Frame Sill Adapter Weep Hole Cover Flange Frame Jamb (Fixed, XO ONLY) Wstp., Bulb Vinyl Fixed Meeting Rail Sash Top & Bottom Rail End Cap Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x .625 , Ph. FL, SMS DSB Glass Description 3116" Annealed Glass 3/16" Tempered Glass 1/2" Insulated DSB/DSB 1/2" Insulated DSB/3/16" Annealed 3132 x 1/4 x 1 Setting Block 1/8 x 1/2 x 1 Setting Block Screen Frame Screen Corner Key Screen Spring Screen Pull Screen Spline 36 I Screen Cloth Glazing Bead (SSB/DSB) Glazing Bead - (3716") Glazing Bead - (114 ") Glazing Bead - (1/2" Insulated) Glazing Bead - (for Grill Kit - SSB/DS8) Glazing Bead - (for Grill Kit - 3/16 ") Slicone Adhesive Dow 899 or Equal 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 6063 -T5 vinly 6063 -T6 Wthrstrip 6063 -T6 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Marl Rubber Rollform Bd. Rollform Bd. Rollform Bd. Plastic Plastic Plastic ® 6215W,B,T 781PQA 66387 6264 • 1 6265BW,B , T 71298 ▪ 6128W,B,T 61088 66601 A 16220W,B,T 67919G ® 16223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 A 15221W.B,T 64664 6222W,B,T 71096 7858 PGT # 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 65196 65016 65133 6VT48 6GB1274 6GB1237 1.605" 1 1.010" i FIXED MEETING RAIL MAT'S: 6063 —T6 DWG# 220B )-+ 1.815" .062 "i 1.663" .093" SASH SIDE RAIL MAT'L: 6063 —T6 DWG# 221A 6. /a' .062" Robert L Clark. P.E. PE 139712 Strv:t ra! _r_ INDUSTRIES 1070 lECHNOIOGY DRIVE NOKOMIS. n- 34275 P.O. BOX 1529 NOKOMIS. FL 34274 0eftiation: EXTRUSION PROFILES & B.O.M. RevsO ay: Rend By: FK 0 o 19jr. F.K. Title: ALUM. HORJZ. ROLLER STD. MTG. RAIL) s..i.s /uoQ.r: HR -201 1.062" SASH TOP & BOTT. RAIL MAT'L: 6063 —T6 DWG# 223A .062" SASH MEETING RAIL MAT'S: 6063 —T6 DWG# 222A 1.750" TES "s Ru-QnTS: FTL -3335 FTL -3338 FTL -3342 F1L -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Dale: Oat.: 4/23/02 Dew: 1/1 1/02 scat.: NTS c Revrsion Rims=3: CHG ALLOY DES /G. .050" 1 1.457" 1 Roost: p oring Na. Approvals' no,rt>ie>: N1td IM Florid. Bidding Cods TIOAlf •s- •d - %• 01 Muni CAD id 8 9 268-1 PgJ¢act ' A j , !I �HII 'III ;1 311 a • TYP. HEAD SECTION TO CONCRETE • TYP. SILL SECTION TO CONCRETE 1 1/4" MIN. APPROVED WOOD BUCK 1/4" MAX. SHIM) 1/4" TAPCON W/ #12 HD. (SEE NOTE 1) (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. f 1/4" MAX. SHIM 1 1/4" MIN. NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (415# MINIMUM SHEAR RATING AT 1 1/4 EMBEDMENT) TYP. HEAD SECTION TO WOOD - YP. SILL SECTION TO WOOD APPROVED WOOD BUCK (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. 1/4" MAX. SHIM APPROVED WOOD BUCK #12 WOOD SCREW TYP. JAMB SECTION TO CONCRETE 1 1/4" MIN. APPROVED WCOD BUCK 1 1/2" MIN. TYP. JAMB SECTION TO WOOD APPROVED WOOD BUCK Robe; t L Clark. P.E. PE 1139712 Sttuctu:at FA INDUSTRIES 107D TECHNOLOGY DRNE 140KCL4S. fl 34275 P.O. Box 1529 NOKO MS. FL 34274 Reeser 8y: FK Dram 8y: F.K. Description: TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Dates Date: 4/23/02 1/71/02 Re.riaioat: Revisions: CHC TO 1/4 TAPCONS ANCHORAGE DETAILS ALUM. HORIZ. ROLLER (STD. MTG. RAIL) series/mode: HR -201 Scale: NTS SASet: 9 ar 9 Apprua ed e. cuaplytta with ON tjlofida elaidlep Coda Date 7 2. •Z NOAH 6 • r . 1 !dialog Dade Drawing No. 268 -1 Row: A PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t. Job Address 78.5 /11 E. y S T Legal Description /,//}m/ S/)6RES SgC 1 °? `/,/3LL Z 0 .5 4- 444107 .2‘ 1/ESS E /S F - / Owner / Lessee / Tenant PPL/n R S. REY/IOLD Master Permit #59 Owner's Address 78S Ns. 9V ST )/9 // SNn RFS, FL 33/38 Contracting Co. I`1OV? Co- Address84 L) `4Lo �S4 ! Qualifier Y'� T- "O\Ot'(1SD SS ## ' - - - ( Phone o 0 7 — r( 2-8 State # Municipal # Competency # /�� S Ins.Co. L 9-1\ J \ mc. �nve Architec�gine� �'1Y122 � <,�n -b �5��<' . Address( 9 Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING ��1 M `` ECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION fiNS7 (' 1 � e2 S P Square Ft. q5 Estimated Cost(value) / e /v 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). 1 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 i compliance with all applicable laws regulating construction and zoning, Furthermore, I authori i he above -named contractor to do the work stated. APPROVED: f Signature of owner and /or Condo President Date: otary -as to • er and /or._.Condo 14y:Commistion Empires: - NOTARY FOLIC STATE OF FLORIDA MY C omm'i ,& WN EXP. MAR. 3,1994 * *; AIDED ►HR, GENERAk INS. UN* 7� � FEES: PERMIT Q 1 RADON * * Mechanical * Plumbing, * Tax Folio .3 /� ZoC- 2o3o Phone 757 /8 /e nature of Contractor or Owner- Builder Not y as to Contract4 IBfY Ravj �C�7uilder � r; •:.�t)ft "r r ^� ' caner- B My Commission Expires: C.C.F. /P NOTARY TOTAL DUE P 1"1,1 / 3 Fire Zoning Buildin Other Electrical Engineering ; 4 5. ex> 4 A 1) S T O R.LLPANEL _ A.3 T M... - 42 a SSaLV- ST1- _o1e - _ 4 )1e09 -1-114 ALW-$. A LLOT Hi■L R SG,AL a _ .12 y ",1 Trfi 00 ` SIDEWALK_ ANGLE. tiocv- 14 74.461— A.LLvr ND T To 44A1- E ANGLE Sche ::., o IA Gara.i -TO ,a4..1.14.4. ALLar WALL MOUNT HEADEa ' . Pm4 -T9 AL. H: ALL.3y - FULL' 6Gi�LLr_ " .. - ._ " .. _ .. VARIES f 1; 0° r -tj..1c /Gtr 7G PL.4r4..IL ' r FIJLL 4A L _ .. a) CHANNEL FILLER fcoG2 Tro..►W H. FULL •4v\I-2 -- - -_ --- COMP_ONBNTR CEII LNG . M(UIPT HEADER 2.g "n,nx 1 1.5 N. �iz•m Mote, a C see .a.Ka7Llz wtxedwap OD HAT CHANNEL FILLER IoO( -T:v . -LUIH. ALL.crr FULL. .. 44A.1..E -- Leo" Vi a' x l /e 4 .\ -Si..oT x'51 /2 O. G . pu L.L CO _SILL TRACK. _ GOaa+J 7G .e•LU2j,ALLa1' ... --- -.. -._ -_ -_.. -. 600 -T3 .. FALL eL. &- _ _ _ _.. -- - - -- --- ..- ._. - - - --- - FULL •ScIALS a • J GENERAL NOES, • - - -- tic.0 -4414 .LL..sLb`r I. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1980 EDITION. 2. ALL ALUMINUM EXTRUSIONS SHALT. HAVE THE ALLOYS AS NOTED ON THESE DRAWINGS. I. ALL ALUMINUM SHEET METAL SHALL HAVE 3105 -B14 ALLOY. 4. ALL STEEL MEMBERS SHALL HAVE A.S.T.M. A -525 DESIGNATION WITH G -60 OR G-90 GALVANIZING. 5. ALL SCREWS AND BOLTS SHALL BE STAINLESS STEEL, HOT DIPPED GALVANIZED STEEL OR ALUMINUM ALLOY 2024 -56. 6. IT SHALL BE THE RESPONSIBILITY or THE PERMIT HOLDER TO VERIFY THE ADEQUACY OP THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS. /I .16431 I le 1 a• 1. Iz 'L'_BACKER \ -J Llf:KING PIN O'Lowac gi M LU z exit 3® <z -a a 0 ® D 2I) o o Tao , 0 •- ✓ z . • o 0 04 of 5 0 z J 0 0. 0. 1- 3 0 0 a s r 1- z 3 o s i O W W • 6 • x O W Ja- N - 4 J a / 2 MIN• 1 � 1 HEAD r—E ExiST. wl 14D W ofi r I - SILL 1 /4%20 s .few -TO II•/ NUT V./45++ER -y Mlo•puJ r=oR PAP > 10 . J 3 U1 L u TYPICAL.WALL 6A_OUNI nFTAtT TYPE A INSTALLATION... _ 9i =cT10N 5G ; %t'= I" • oorir• MIN HEAD 14 "p 4/4' "srag TortrIt4 I As4e.P•oR oR 1/4'40 x V/4." b1ziUNDERN• 11-" TYP. Top 1 - gpTrort6 as ea+GOU1.•E_ 5'F% ) - - - Y4 5.:. CCLT9 v' Mar wasp/ miospAa.4 Fog • / Ecis/A cf EXt9T1rc _ r W I NR>M - r ,-�- 1 /4 "4 MJ.GMINII Ciot -T V{/ / I N1JT>f w�.9M1� 1, 12 I I I I SILL GoNT C5E9 Eic1.1E17JLE7 ai 4T G..LWi.'r5 °PPUC.• bLr�_ "TYPICAL Z: �1HCi MOUHLDETgIC - TYPE B INSTALLATI OK. .. Va'• 1" e • t . E'EGTIo I f2 i L. 4 / 1 . 1 7: 4ac: %2'12 P * 4. "ox4:L • R.otrecid:iI. THero) BLEGvi AP,Ct„oR I60oG. Gx 1771 N51 pew IMO GefJ. - LIIIr G n. WAL Ems= F axlsTl - NANOW+o 7• GI.O - TYPE ..A _IN 'TA Gown. 1/4 r • "SLR Tao-wit.," ANG4-1004 arc. U4•410 x U'4' " TP+uNOEftp•IS1L " . 12 a s TYR Tor* er2TTo •I • .P.ICP + c { R R f¢• S x t" LLst�� vmuP+oPJtol.lalLL"Tr Ta?4 Y e, rg I ALTER NATE_SILL DETAILS I e, LATIGN D L TEb I I" 1- G "P•Idic. PANEL. ToR ELEYATOl15- - Up TO to -o ".....LEWE 6tv+.DE d et -- __. Go,./si2._ ZoHS E•.0NrL — Y• - - SE4TI ON 5 ;4"s mAcrnr+t xLT vd N IaT4 WAVI4KftG 12 0 0.4 S 4(co I /4 • > A•yG1.1114R d7LT Vi' NWT .15/.4514 ER. de. 1211/•G. --/ J W a 0 f- co 0 u a • • ▪ r • CC O �o a . • o o m coo Z 3 o o Z • Z o� • 0 0. m 2 dre+I ' 9 no. 92 -143 Bileet 2 of 5 Y4 y 7/j'• "GT..R V4 "4'x x I Y4' "T.+ TTf? Tops 9i7T,cH 5125. Erot4s 'LG FOR: 6PAG I I"t�I ,2 G• /17. Wa11 REmIJIR T Tr ' GAL Tarp DoTTGM . — °bJ 430 cow. oR G.0 W. -L Roca T YPI CA. L Top,F tt?rTOM • /4 •' 0! 1 / " "Srcal. ir+ - NGi+oR OR 1 /41 x I LCil • 0 T44J ND B 0e 1.301L" TYP. ToP B fiorr -i 9 b oR �4 • � aOMIN! 91•LT NIJT4 VvA r• OR 2,„ °buRao Oo1. OR WaLL R H.9' O TYPICAL- -ror 4 e H$1.91 -+T h - . AL.LIM1r-JLJ M P& 1EL5 • •reE.L P.oIJ E L5 . .040" _____ - ; .0700" 22 :.►. - . _2o SA. 16 Gab. 0'- 15' 4 I'-4" 10' -O" Io' -O".. II' -I" II- D" 12'-1" > 15'- 26' 8- la' gLev" .10 -1" 10! . lit!" - 12' -0" - >26! 4 )W b' - 1" 4:1" - All" . _ ._: 10:6" -. •--100- 10 ".._ - ..... ". . .. > 96'- G5' g'_.+° 9=0' . eV-d'. -- -- - IO:o..P - I•LG" II= 4.- - - - >65 - 16' b' - 1" 8' - '!' fit. IV ...._ .. FJc9.' --. _:_. _ 10 =.9 _...:._. _ 11 =0 >75' Ii i.:7+ b -'1' . A -1" : - - - . ri'. -O".: __.;_ 10t4 ":;2•_.:::_ IaFq! . -_. _ � 1010- go I I ". � -G b- - - b=10 "... :'::- 1=1" . _'_.. - - - - - 1 a"aF - > 160' -2 G01... . _1'c. .._. _ .P+ =1' - -- - - -6=a1.1 .__y-_g:g■ -- -._... Via - 42!2! - - TABLE Na / FOR ENTERING TO SCNG'DULE TYPE OP 6LD6 DIME NSioN5 CL.A 44 N. I sLDe95. CLASS N. 2 BL 085. CLASS N. b BL DOS. H(pEa,) OGH LBO' H > Go' N/A. E friar) 0.20W oR0.8H WNKNEVER IS 01N- LLER OUT .orLR03 THAN 0.08 W OR es reET. 040WDaascN lYN/CNEVC2 /5 SA/Ala. /A - N /,+. • DU /LDINNr< COND/r'/ON ENGL.OSGD ENCLA / !/ >4e. _ 5G' o4J V-4" 8' - 0" Bip" _ J" - -- 1 .t0. 12' -4" 10- lo• 10' -1• . HE IGHT a e:312‘ea GRA DE h O'- 13' > 17 =25 > 6y! a.ao O' - 1 S > 1 5' -2 E 0 >29'- D5' ) G0 >1 I ao' 2:10 MAXIMUM PANEL SPAN SCHEDULE FOR NON - COASTAL ZONES INSTALLATIONS NAXIMUM PANEL SPAN SCHEDULE FOFL__C_OAS.?AL _ZONE._ ENS I_A.LLAILONS= CLAS$ _i_BLOGS�_- ALUMINUM PA6NCL5 -o40' 8 - OF 1 :Gs . o CaO p. - 7. arL Ae- WA- Jr- 4JM PA NOL,r. G , - 42" o' -o'I G -1o• *••" t" l0' -8" - - I I! 2' . - 12' -1" al' - '1• IOLI• - 1,2-1' 1I -G" - - b' -log IL 1" �o " F - I ro: - '2.4:30 J E - - . - --- -- ENO 2-o STEEL - C?A1.4 BL 9 22 C.A. • -. 40 S.A. 18 G./a. T ME L PA. p•.4 Z!4' g' - 4" "I-1" 8 =0" 3t q" 4 V-1' ' 6. 8-10■ i.L 01 P.dMELS . ._. -: 5TEEL 0..60 .. - .. OCjp" - . 6". • -- - ICI SPA. . • .la ob.- !:1 _ INTf;RIOR ZoI.J E II' -I" - 10 -1" 3:0' -0• - 10=da' - l ILI' a -7 " a' -lo" q ='4" q'-lo" 10' -4" ti :2" . $ =G� °!':Q+ - ■1'.•" -- lot ." 1 St- - -II" 9-4. gt 10 " 10 '1 - l0" Fi' -b a1� 2 q�$" - 1 D' " 11 -0• MAXIMUM PANEL SPAN_ SCHEDULE FOR COASTAL ZONES INST.ALLATI.ONS. - -.CLASS 2 BLDGS. IIVTERiCi . ZO.4E A L LJ1 - 1 tNU/ - PAS r4 C'caL. r.A. Ee_S a!6" 8=10! -.._ 1:4' 1 =2" 6 1 -2" Ij -r Ioi•• 12 G" 101.1/ 10 L 4" "1: 3" lo''- o' 3 V A IND ZONE TYPICAL PLAN OF BUILDING N3:5. W t (rs+rf - on w -- - - END 2twir GND ZONE INTER/01? ZONE h Ltal r Taµt / TYPICAL ELEVATION OF WALL ANALYZED' 1.0 S. MI LS N . /- W 1. MINIMUM WIDTH or 0LO0. (SEE T'P/CA PLAN) W MINIMUM OF (WI, WC) • 2. CND ZONE: DEFINED EY DIMENSION E SEE 7 ELEVATION.) 3-. INTERIOR ZONE: DEFINED BY THE REMAINING AREA OP rue WALL ANALYZED (SCE TYPICAL ELEVATION) 4 - h er 140/6i/T ADOVS GRADE OF TOP OP PANEL 5 - SEG DEFINITION OP PARTIALLY ENCLOSED 8LDGS. AS PER S. F. ELL /008 EDITION, SECTION ?3O5. 3 d (3) (aa). WI ?pair) r rti P -8 .2 _ a W 2 u r • a I t drewnp no. 92 -143 of HEIGrIT Ae00.• E aRub DL' h %}" 0 x 7 /.6." ...J. " ST.sR TA.!•-1P11 -4 ° . G .1‘. CIN. - ) %} x ( /4" Lam• ° ILL" APNG44 C. IN• 0-1--.) - aLUM.1JlJM PAN STEEL PANELS ALtJH,NLM PA" =LS S T EE P& p4 LS • .040" .050. .OGO 226A. 20_;A. iS tea• .040" .0 •o..s,o• 226,... 20 s►. Ibs... O, - 1g, IB .- 113 li 1 tb 18 to 18 17 to 13 1!s t• la 1 18 IS Is la r LS 18 > I91-26' 18 Ib 1 !; . ___.---7: ---- 0 . 16 7 3 IT 1A__>.---1-r- 18......----- 8 16 18 14 Ib la la 18 is la .. B td ",&_---- IS ra IB is :> 29 - 'Ss, Id 1$ la 17 18 Iv 25:,..--- 1 y IB 14 18 r7 Ig i6,_:_,---9, 18 IS 18 18 18 is .. 17 la ›4,1'.660 > 1 >- r !n 16,..:_____-5"-- 8 l5 13 I , * I>3 16_>.....--7 IB Ia it - 1r rl 15 IG 18 '> 55'-75' la Ig la 14 113 - Ib 6 fie I2 j ---- $ I1. "/Iii---: 13 . 16 IT 16 1i t ly fs 14 to :>192' 10o IS I+ 18 °l r a 12!----- 12 IS _ I I .. l3 _ ._10 .. to _ _ us_ - .__. Im .. IB_ ...._ IG 1 14 11 t 9 iB I$ 16 I ID _. 18 1'S . t8 l'L Ig 11 1 > 1a0' -IUD : 1+,„__--7-----4, Ib . 12 1a 2 1 Ib ■ 11 16 lo.. I_ I ?�� / tT tb > 160:2 1 . . 14 19 IS 1 1 I8 I I ' 11,."- 16 9 IS r ( • Im la ; Id .0."10 .o6p" . o•0 • 22 elm. 20.64.• 18 6A- .0 66• 22 A I..: •• 'Tl°EL. P.ANEL9 21.4 ALUHINL 11-1 PJ0N °3TEHL .t'•AN0L9 206,.. 166.1• .��RAaE h MAXIMUM ANCHOR SPACINGS NON - COASTAL ZONES INSTALLATIONS _MAXIMUM ANCHOR. SPACINGS FOR COASTAL ZONE_INS.TALLA_T.IONS.- .CLASS 1BLDGS. 7 /B 1.-= 5( • " STa1¢ T A0•1 PI1 -1 .a.I- +C-•1. C Il.t. a.e) 1 8 I2 18 11 IB i1 18 .d exa..-Z 1 /4 ",0 -A... aRTsh•IP.N' .►$J R. G 11.4. 0.6.) A LJMIN1JH PA-r -GE 9T1c13L pA1-4EL9 El-+o Z o,-J 51 RAI-40LS .. l-LIJHINU* -1 P.i►NELS 10 ENO ZON I /�Pu40,4 ":a•"Tf+Ur+DERNa.IL CIN: I4 "GSx /8 • ' CIN• OG]. 1/ 4 "46x1'/4 ° '- ri-1LJ1-loe "A1=l 1. C.IN. Ad. 16 13 AL LIMINU' -I RAN el-S 19 1 STme HsaN£ TEFL P.1NEL5 TYPE A INSTALLATION ,TYPE 8 INSTALLATIONS pa.N% LS Ill. I � 18 1 ` 18 l9 ' 14 TYPE A INSTALLATI YPE 8 INSTALLATIONS IC:2111221=111:111 %"""'%""'® %"'IM%' "'® �'I "'I"' ® "' Ira rzl■ I6 is l a 18 14• l8 TYPE A INSTALLATION MAXIMUM ANCHOR SPACINGS FOR COASTAL ZONE INSTALLATIONS -CLASS 2 BLDGS. .4I. JMIr' -I I- 12 I>! 11 13 18 I t l - ITE RI OIZ Z _ - '/4 ° oar 1 L.J. 1 un- 4-1P- 10EK1 .4. al Ct1.1.0.6•) 1 /4 "ppx /.6" rST•.S j4. - a - i-t S CI P4 -aG.) t x (V4 "L - "T1--1UNOE2s.+s1L" AN 7 14 r' G L1 rJ. 2. G.) STEEL P.AT- I>=L_G 18 18 EMS --` 11:111 a , W "'I"IMI" 'M V "' MI'MM IM" Ib >t5' -26' """"M M' MII " MI'IZaW M" 17 >2V M"""'WM NXI"'MI""" 19 > "L S. "ELSI "IM"IMI M MI' MIli"" > 56 0o' MAIMIIM/1■11MIMIESEIMIMLIMIIMI%%=11M11=111W11=1=1M1IMIMIllw7; > G0'- ?5 - I b >- 7S =;ay. "%1 "MIWZI'=IIM' MI IMIIMM'REI 10 1=11/111111% 14 18 > tag'. IOiO' IMI'' MI"LM'PMF,NEIM M1 ■11%'1■21'■1'� %1■1 IB 22Gr.,. «o &- . 1b %..• 1e b 0 v IC F I- r II Odd ▪ oQ 4 a0 0 3 'a m . Z � o2 ▪ 0 O a Q mE .040" .050" .0t00u 22 era. 20 :SA. .', 2 • 22 :,.•.• ?O :T+. • .0•¢0• .05e' orcro • 22• QO ls4• drown) ^a 92 -143 . LL J t00% 4 or 5 H Ei9► -T 6RA>m_O N OS C GAST.4I_ ZGI -• "a S. IN ` _ C ...th.•TA. L ZOt -IE.s 1 1 - 4 9T4t - ATIVNS G L ASS _ 1 17L0 - v • GLAS9 InT• 7. 5µL7 Zor+E 2 e''L 15. 1•• zor+E CND 7ON6 114 l': =on -+E g ZONE INT zo,dE "1 ENO 7.0N>= .._ h .040• ALUs- rlr -4aJH F:40-461_5 STEa P/a.r i.. LUH11.+UN P..a.n+ELS. . L pc..NELS .41..8.81-11r-81.1 0-1 pdriEL.S. _.. ; .. STEEL psNELS .090" •J GO• 22 6A• 1a6.16.• 15GA. .. . o0to °.- -. -•o. .. .000 , n 42Gw.__,._..2o,s..dr -... 1 660., .. , a40_• _ .G.8,O_py__._.. ___ ., .__L2 _ — 166.►•. 0 °1'- l0' -0• lot," lot 4" 10=4' • Io•4" '(�3" bS,r =B bight loa "� 2 =1" 0 b o" g b! 1" S .�" .. G . o " . 9 . / 6 -0" 1 -5 b� M ,. q;gn 5 °! ./ ..- 0 =o MAXIMUM. SPAN SCHEDULE- FOR USE WITH .COMPONENT NO. Q6 r 6 • • 1 ; . • 1 =Se 4 s 143 SOPS O z 0 d 6 1- 0 0 0 6 .O 0 U W o. 0 X p W 1 2 1 g V IISE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Autho•iied Signature Date IS WITH NO VAR!ANCES • WITH iO OTHER DEVIATIO "S FROM THE 1RDINANCES WILL BE PERMITTED. .LL OTHER APP'.ICABLE STATE ' ITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENI BUILDING DIRECTOR f '� � PLANNING & ZONI NG BOARD VILLAGE COUNCIL APPROV : PRELIMINARY: FINALo REMARKS: , . +I` PLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED ••V EllACAO SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & • 4 8 CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD- NG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. Robinson & Sons Shutter Co. • -2- ACCEPTANCE No.: 93 1125.6 (92) APPROVED i April 2 R 19 9 3 EXPIRES i April' 2R, 1996 VOTICE OF ACCEPTANCE: SPECIFIC CONDITION$ 1. This approves both an aluminum and steel storm panel to be used in both standard and coastal zone areas and to elevations as indicated on referenced drawing #92 -143 sheets 3, 4 and 5. 2. The panels shall be constructed and installed in accordance with approved detailed drawings. 3. Application for building permit shall be accompanied by two copies of the following: a) Completely detailed plot plan b) The reference drawing #92 -143 sheets 1 thrp5. 4. In order to issue a building permit, all zoning regulations must be met.. 5. This renewal•supersedes Notice of Acceptance #90- 09]9.1,(8$) dated January 8, 1990. Gil Diamond, P Product Co • 1 Divis Supervisor 14'C HOPOLITAN DADE COUNTY. FLORIDA METRO-D/, Mild Cha,rman llrr,r C II,u.h,n, l'icr•C hair,nun 11 U L,,• ter nr,.nur, .11 114..1 L,... rr„('r •1. B, •r.,.r, • red 8r..!,. lhi..r lf,.•r.n.,r, 1,9h• Calpons 199914. ./r la 1•rnrrur 11 C Dr. 4, r .4 rn91,1 G,,I.ln i Ru 1111,11 .N. llurn.,s D I Lr.I Zahn LunN,n m. Sir, en Lint r J99.r111. .1luklp•r. Sr J .1 Puu 1lillgan Rs! ' .4 r„nnl.h • .N Ri: n .... L 'I ∎•rl,.,l k •11irr 1 14;1401,4 Ru./ Huu/d Cun.ul /um J,•lu. P,Nur.r.,. Muff lt,u lr. Ihu,,, S,,.% Ilrunrh 11,1 D'.rnr.,nJ -3- s ir �y ,. i J METRO.OADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 In NW. 1sI STREET MIAMI. F .ORIDA 33126.1974 ■305) 375.298i (305) 375 -2612 •k, • k, 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials; • use, or manufacture of the product or process shall automatically be cause for termination, unless .prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, r•Qduct Control Division Supervisor '5 Ogg oppi -- --- o pktN4 ... SG 6046 iW •* \VI-p 5Q. pT P 1 . 6 .. - 7'3 1. ///- 6,77 51. - 79 .: 55 3v - 4- . j/ - 55 ..30 5 • 79 55 30 6 - 79 - 55 30 1. `7q 55 30 y• 4/ 5 /8 - 46 55 /e • • • 5 i4u1 rW roDI,T K �'� M � 14 1 0 D STD% az o 3 3y 3T4:7Kri h P Z(7 Pa w. 5*au -rr" 2. 10 19 . i i Ced 09er1L474 64trilrie. 9z- o3%S.1 a. 0341 -hi4 5u u -r•rya. lz - o.518. $ ow r ►i PRINTED ON NA fume ri Fen Pawn 7 - 759 -' 81g 785 s/e 9V S% M IR MI .3vlvg-B � k- 3 3 IV SCALE: NJ T4. DATE: / /27 3 • APPROVED BY: DRAWN BY AGN( REVISED 1.1 S 7 J 6- r? Co. - 8&4 ---1 12-E5 04 0 1 9 v Y A t o 1 , 1 1 1 AHI, FL 336' , _ DRAWING NUMBER oFI NiETRUPOLITAN DADE COUNTY, FLORIDA METRO DADS CJairnwn Bertram S. H6rshaw Vice- Chairn H.Q Lasseter • Member Ronald Ager James Arias George Berlin Thomas M. Black Lawrence A. Borsarr John carpus Eduardo Came Jorge de la Torriente H. Carlton Decker Emelio Diaz Arnold Goldman Richard M. Horton Albert Houston John Kuanan John /wndstrom Stevan Lows Carlos Martinez ' Joseph Mahar, Sr William Riley Armando M. Rito . Roberto &di • Thomas Unerback A((red Hbisbrod Rudy Witham Consult . John Pistortno Paul i'ngelmo Hershell Girl surf • Charles Danger Raul Rodriguez ACCEPTANCE No.; APPROVED EXPIRES I 0TE AS PER A NEWLY ADOPTED ORDINANCE, PRODUCT APPROVAL ACCEPTANCE HAS BEEN TRANSFERRED TO THE BUILDING CODE COM- PLIANCE OFFICE AND SUBJECT TO REVIEW BY THE BUILDING CODE COMMITTEE. THIS APPROVAL WILL BECOME FINAL 30 DAYS ; A?ER APPROVED DATE HEREIN INDICATED, BOARD OF RULES AND APPEALS SUITE 1603 • 140 WEST FLADLER MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (306) W6.2o0I 'ZOO .► Z• ►• Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, F. 33166. Your application for Product Approval of A Storm panel under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by gnezevich & Associa.es, Inc. along with drawing #92 - 143 sheets 1 thru 5 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on page 2 and the Standard Conditions on Page 3 .� • 93- 11.25.6 (92) MAY 2,,0, 1993 = Aprj,1 28 1995, * *PLEASE NOTE * *: j'HIS IS ¶ I3E COVERSHF.ET. SEE AT)fTTIfNAL Pb9E6 rO$ SPEcTP =C Ajal,� • ' griBalaa-CaULUalaiti : . t This application Product Approval has been accepted by the Metropolitan Dade y Board of Rules and Appeals to be used in the Incorporated d Xnincorporated areas of Dade County under the conditions sed64orth above. 4' 46_ APPROVED: __Alazuggansia__ NAY 29 1993 Charles Danger P.E. Secretary Metropolitan Dade County Board of Rules and Appeals -1- METRO - DADE CENTER ivision