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PLANS/ WINDOWS AND DOORSi `Cohl•.•royv9;rtu!)- StJA '° F7.4',' f0')fIUrrs ' a v O v r'1 t i 2 l . A. 4 L S = ) t4 'a !a t c tie/ A P1$ � y oi.4 s° 6/4.;!,4) it .• o r . oi,1 op, r V)A',I., p Q 16 t 104 rOCe11l) i I ,x1.1 101,14' :3 r - - • # ma y) L' . a4so tr)c) ma c)Il, tc./ ,c , t S ;1 I% r: \ . . >. . .. . W■ *c 7 ?- -p §r } - •.y& <:: -¥ *-- cif )(:)' ri 141 9,.c/0 11) 10 '�v - . E1'T 3HEAt .is,irk —1 1 LATa- Off- r KAIVi $,Tier beAn- wcr.,1 rtt.% � Sur f.i\ASo qe t•VA ,:.5 • j `'1.1)) X t.4 x 1 E LF! - CS7'S- 3 d e. v s 1 • fi lm a• 7/r FLO� PL(} PLOPUSED POt3CU hDD1 .11h <incl 1II4S. vZ.r. Comtio 4Y4 At F, ti ''��,�MIAMI5NO(3 -;�Un� ►C„ ` 52 suEtT fZ J • . Yew__.___ wn *_ ,_ neR_ V4Rt`ur__.t _ __7's- .. •..... YKw.' a.-W l•...n.+� -, a • IKE TiENI vorTt rreS To OLD c 2o SPACE. OVERNANG -'J E)tISTINCa $00E' TO BAST OF AODITIOPI. .2'14 Ot)TLIVIt4E S NEW PlOgr Ta PERMIT FAC1A R R NN and AYERIIA TO TC E.Xt3�'I Ct! ,�,�► COir ;tNIO 3 SCE eN O 'I 4r. ' tG 54 %FETING 3- eiie,EA. 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AANING ? riPK AINOOWS. 4' taNcliETE ZILI:. 13" CoNC, 151.0G14 WALL 2 couff s : stucco 3000 I pSJ. c wf)r16D - t)U TIM!5ER IN coN rA .r WtTI� ASONR,I `Yo Be FRe5iUvlt PBPOSED POCftAOWT1ON ° 0 M? an,I COMITO, 'JuN� 'G 02 - 5tilet� 2 at. +c wwum �ern.ia...•.a� .y--......•......:..+- ea...r• sc.. tc.+r:1w..+ SM r..J — t •TM• :m..�•.� , a•wq.w.. .. —:- .e.... �_ n.c .•..tea ..i.a... A ..r • t]o w. Cuarantee Corp. 9 700 NORTHEAST End AVENUE MIAMI SHORES, FLORIDA 33138 Charle3 M. Kluck LICENSED MORTGAGE BROKER PHONE: [305) 751 -3232 FLA. WATTS: 1-800-762-2 FAX: (305) 757 -2929 BEEPER: t305) 548 6686. „..._.. FACTOR TO AMORTIZE A LOAN? TERM. IYR I5YR 25YR 30YR RATE ARM 7 6.66 0.99 7 6.66 . - ▪ h 7. 00 9. 7 39 7.00i g _ 7. 34 9.56 7.72 7.34; 81 7.69 9.85 806 7.69' f $05 10. ■5 840 805• a 9 ! C 9' 841 _ 10.45 0 .74 841 10 > 8.78 10.75 9.09 8.784 ,` 10 915 11. 9.45 9.15 11 7 9.53 11.37 - 9_81 9.53 111/2 -9.91 11.69 1017 9 - 91 12 10 12 01 10 . 54 10.29 s 4 PROPERTY OWNER Name Vi er2-E4 L a tr2L C-77! Address 4 N � 9 s tk, < . Home Telephone 2 7, ? L' We,----79 v 1 Business Telephone .�/c e�_, t_ 2 — Fax � % f ) _,iC. CONTRACTOR New Construction Name '"' ' License No. Address . 's e ..... Telephon( Fa Qualifier Is aine -- - -- TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'l Detachment Other INSTRUCTIONS - The following' steps niust be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If rooting work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION < Job Address: PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other CC: cie Address Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information x Square Feet Units Floors Value of Work 4 .g a Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCIIITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. (Y)I OM ,' 51/10 l Apt. City State Description of Work l% 2 (e.g, o ice La tael e g I ` 51/1.t Re filch c Y 'z tt - Zon ng n 3-/evle <5 L.inear2F'eet 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 CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Management (DE and/or Miami-Dade Water and Sewer Departmen Department approval is required s fo applicationns involving s Environmental Resources sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE K. signature of K u 4,10/76/00/4 �✓ Print Name ((�� Stornto and subscribed before me this '' day of I.,C2St , • Signature of Notary P is -State of F ; L 0 ,1,(1.-,=,L . f7 , P0 .9 ( 3. .,3F r 1 t.N "i FUG a � t SEAL: 0 t (� cct. , s:o i I" y"Err l ;Y z CC72345'3 - 4✓ a n , r r mv.;.=s1, 4 E 5 ��i �f ` o. tu! AI. 2 G,2P •"z2 F Personally known f� Prodficd' Idenbfication _ Type of Identification Produced: MA- C)4 r.s V Ct STATE Si _ r / / �Zr 1 print ame Sworn to and subscribed before me this Signature Signature of Notary Publi, Atateaf Fla = +i '' k ' ( '� ? ! te r cc a -'- -" t'Lt'z�p 723 n , Y C� c t.Jsit i y7= Personally known = °� OR; ucea Luntification )C- Type of Identification Produced: 001\ " ,ry IQY�C�.rJ� �( ■ � �' S ( (AS2 SEAL: PERMIT APPLICATION COUNTY OF MIAMI -DADE day of sr r: , : bt1 GA J �� 1 , 4 1 , 4 11 v j � a �V - .; ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8-15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Viols tic. .s Heat Recovery Refrigerator, Comm. (p/PII) Temp Serv., Construction Coi apa ctor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Det p Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE. Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower treating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan- Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE ' Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" 'Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French - Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY D DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official ' ' / tE - --'---' Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ (sq.ft. = x/1000 x ¢.(0) (¢.005 /sq.ft. ) (¢.0l /sq.ft.) REVIEWED AND PREPARED BY: U PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SIIORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIAMI" E SHORES VILLAG ORI • • • • • ' 3O5-795-22&: • • • • • • BUILDING • ELECTRICAL PLUMBING ROOFING 0 MECH Owner of A Builaing ,off Architect Contractor_ or Builder Ltial Description Address of Building I No '-' $0 42 '' • i' . ,' . , , - • -, , . . , PERMIT CARD MUST BE AVAILABLE FOR ALL INSPECTIO • Yjork to be performed under this Permit 11 7 Subdi- k i 11 31 . S Ft.: I • 0 • q. , Lot vision.' i ,,,j1 • Y 7 ) (/ ., 'iv fr g 63 <5 , '"„ ,,; I- ! Ti• t.::5 Value of / ; ; This permit is granted to the contractor or builder named above to construct the building or to tal the equipment or,,,clevi , -.- 11) pv„perforrne Lil p ica ions at mayhave been submite td to and approved by the proper municipAl uthorities;'This)JFerrnittniny44,be,T.Avok4. 1 at any time if the work is not done in cort(pli4nce with such ordinances or if the plans are changed withou , auth rizationM ttfi`er'co'nditfoklutipn,vkhicltrthisT s permit is granted is the understanding that thCcontractor or builder named above assumes the respo Nbai for „thorough regulations pertaining to the wor covered hereby whether how - nowledge th'eSiOn'aVes ‘41 the plans or drawings or irrtlie sTatementszy lleja'sitiin'esne io:n4 sibility for work done by his agents, servants or ern !pee tion herefor Inotrict compliance,with all ordinance, pertaining thereto and with the understanding that the work plans t . . 'Signed • • ' 1* * 'INS-34 qe!gli CF .. . "4. ) twrArAmer3e4/ t otaryi , J , f..• • ,Date„a; • 4 , ( Contractor's Licenses e ---(INSPECTOR) ii' fr /' : c•41 'k pxfri• • ,, • In consideration of the issuance' to me of this permit I agree to perform the work covered hereun4ecin eornpli'Valllotr'din'a'ntes"rasnca:Yriertillifo'n'; pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted, tb the propeeluthofit1eeoftMfarnift,hirielaipige?.4 In accepting this permit I assurneresponsibility for all work done by either, myself, mrigent, servipt or employee.' '-",, 1 t - ' F' , ,.., 1 7?' ,---- , 6- 1A2 '02/07/Pc ' ',AUTHORITY CONTRACTOR or BUILDER • BY l hr J03 5 : go/e- S`Ic NE j( 5A D?.... /) /3 &/o, T OF .5Y iu rc4- l COQ= �cLLEON W r 1 h i/o li 'pus / be j CA/ 1/44 FLANs 7.7 PAGE :OCAIIO? CIS /r>9 (no 42t t-)GG'- 1"!'CKS fo e/ Ier /o✓` aiaJ/ /aHk1c re) ;STc' ✓eei e l`i - oeer � e cv l c' 1 r1 :ore; e <1 $4 Laic .< b,16,,L. 5 ,y2 4JIA E d ci.4 rs. MIAMI -DADE PRODUCT CONTROL NOTICE GF ACCEPTANCF Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (30.5) 375 -2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 Series 580 Aluminum Single Hung Window and Dual Action Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building. Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1119.07 (Revises No.: 99- 0219.02) Expires:11 /14/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 12 /16/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet wail address: postmasteruabuildinecodeonline .com `.1IAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING '3UILL`ING CODE COMPLIANCE OFFICE METPO -DADE FLAGLER BUILDING I-40 NI-ST =LAGLER STREET, SUITE 1603 MIA�11. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (3(,5) 375 -2527 FAX (305) 375 -2553 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco - Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance OM, Yale OQron Manufacturing Co.. Inc. ACCEP f ANCE No.: 99- 1119.07 DEC 1 6 1999 AP ?P.CVED EXPIRES : November 14, 2002 NOTICE OF ACCEPTANC' : C OND'tTIONS 1. SCOPE 1.1 This revises and replaces the Notice of Acceptance No. 99- 0219.02, which was issued on April 15. 1999. It approves an aluminum single hung and dual action 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 580 Aluminum Single hung Window and Dual Action Window and its components shall be constructed in strict compliance with the following documents: Drawing No W96 - 38, titled "Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10/10/96, with revision "A'' dated 5/19/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung and dual action window and its components shall be install compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this �Cinit will require protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 d in strict hurricane Ma'uel Perez, P.E. ProdurControl Examiner Pr •d ontrol Division Yale Oaron Manufacturing Co., Inc. ACCEPTANCE No.: 99- 1119.07 APPROVED EXPIRES : November 14. 2002 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. . DEC 1 6 1999 NOTICE OF ACCEPTANCE: S1'; Ni'AI:D CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Coda affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application w ith appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manue Perez P. E., Product C• trol Examiner Prod ct •ntrol Division END OF THIS ACCEPTANCE 3 of 3 O • 1 :, • 4 1 /8' X 1' WEEP SLOT 5-1/4' FROM EACH END • 4 OPEN CELL FOAM PAp AT EACH 'WEEP SLOT 0 4 — —� GLAZING SEAL..NTS J"�AND PADS SEE SHT. 2 _ TYPICAL ANCHORS SEE ELEV. FOR SPACING - 0 1/4' MAX. SHIMS �I4! VEEP SLOTS TYPICAL ANCHORS '-- SEE ELEV. FOR SPACING 1 BY OR 2 BY WOOD BUCK 14 -1/2' MAX. HEAD & SILL EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW SIZE OF SUB -FRAME = 37" X 50 -5/8' SIZE OF S.H. FRAME = 35 -1/4' X 46 -7/18" 1 BY OR 2 BY WOOD BUCK ■ EXTRA ANCHOR FOR 75 PST RATING ONLY ZINC DIE CAST 3 PT. LOCK BAR SYSTEM ROTO HARDWARE M■KNON 1100 W/ PLASTIC KEEPERS 4 VINDOV V1STH FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. r 2 3 4 DESCRIPTION HEAD L SILL EGRESS CHAIR EXTRUSION 4 BAR HINGE 5 6 7 8 9 30 1 1 12 13 14 35 PART / YE -172 YE -25 YH -570 YE -8 YE -169 YF -23 YH - YF -25A YH -934 YH -940 YH -942 YH -944 YE -171 YH -571 YF -1 SPACER S.M. WINDOW HEADER SCREW WEATHERSTRIPPING CHAIR SUPPORT SCREW LOCK BAR LOCK BAR GUIDE 3 POINT LOCK EAR OPERATOR PLASTIC STRIKER EGRESS JAMB FOAM TAPE BLACK V -786 M 10 X 3/4' SMS (AS REGD.) REILLAS 6063 -15 6063 -T5 STAINLESS STEEL 6063 -15 6063 - TS 1110 -24 X 5/8' MS PH SANTCPRENE 11 8 X 1/2' TEKS PH ROTC HARDWARE ROTO HARDWARE ROM HARDWARE ROTC) HARDWARE 6063 -15 NORTON 3/8' X .188 CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS /JAMB 1 EXT. 65.0 5 x 75.0 TYPICAL ANCHORS: A. IF INTO 2' BY WOOD BUCKS 3/16' DIA. TAPCONS WITH 1 -3/8" MIN. PENETRATION INTO WOOD B. IF INTO 1" BY 'W000 BUCKS OR INTO MASONRY 3/16' DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASON,^,',' 1/4' SHIM MAX. Env-. CR. HUMA]01.14 FARM] STRUCTURES f1A PC + 16567 UN 19 1998 VOOD BUCKS NOT BY YALE GG.21..N MUST SUSTAIN IMPOSED LO,DS INT, 65,0 75.0 •_TYPICAL A1CHCRS SEE ELEV, FOR SPALINE1 AUG 0 8 7001 APPROVED AS COMPLYING WITH THE SOUTH F1.CRIDA BUILDING CODE OAT 6444 J " -- ) 19 BY �� J PR000 NTROL 0IV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO..9_ 77. /// 1. 4 7 0 0 z . l.0 Z LS O 2 CO 2 N I 0 ▪ ▪ g N • 1 n :E 7 1 1— e' N _ I CO L. I w w r J V) )- c0 2 4J 0 drawing no. 1 ,1 rr1C Ta I 1.33 4 1124 834 FRAME HEAD YE -169 6063 -T5 YE -15J 6063 -T5 r 1.187 1.625 .062 --�-- FlXED RAI VENT TZ f , YE 151 - 151 6063 -T5 1.562 - -H . 812 L VENT BOTTOM RAC YE -166 6063 — T5 FRAME SILL YE -167 6063 -75 062 1.125 1 1.053 .062 VENT S� ID_ II YE -900 6063 -75 2.110 R FR U RN R 1.359 P �L. 125 •1.068 • - i : • YE -25 6063 -75 .R SS H AD SI1I vP -i7� 2.313 2.675 3/4' WEE? NOTCH AT EACH END OF SCREEN RETAINING CUP 2.437 -nnom --.062 1.127 --I EGRFSS JAMB S H FRAME CCRNFR nETAI1 APPROVED AS COMPLYING WITH THE SOUTH F10RICA B 1LDING CODE YT B I ,_//_r< is BY PRODUC MNIROL DIVI510N BUILDING CODE, COMPLIANCE OFFICE CO ACCEPTANCE N0. 1 l - / / /q• a �-- Engr. CR. Ht.1..Y0UH FAROOQ STRUCTURES FL/. PE / 16567 AUG 0 8 2001 3 Z ) 3/16' 2 6' FROM L 19' 3/4' VEEP -NOTCH AT EACH END • 4 • TAPCONS CORNERS O.C. MAX. 4 —e 6' FROM CORNERS L 19' 0c. MAX. • 4 4 • 1/4' MAX. SHIMS DSB -ANN. GLASS CR 3/16'- ANN. GLASS SEE CHART OPT/ONAL WINDOW CAN BE SUPPLED 'NrTH SPRIN LA LOADED LATCH AT SILL 3/16' X 2 - 1/4' TAPCONS 1 S' FRCM CORNERS L 24' C.C. RAX. WOOD SUCKS NOT BY YALE, MUST SUSTAIN LOADS 1MP0SE0 BY GLAZING SYSTEM AND TRANSFER THEM T THE BUILDING STRUCTURE. r ' j ii lrlQn' EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 OR EQUIV., COLOR TO MATCH GLASS do METAL FINISH 5313.13L' ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SQL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MCREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4' ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. SAL A_lvrun;?S A) INTO 2 BY W000 BUCKS 1- 3/8' MiN. PENETRATION INTO 'WOOD B) THRU 1 BY WOOD SUCKS INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR 'MASONRY 1 BY OR2 NOOO BUCK 1 BY OR 2 BY WOOD BUCK PILE - SCHLEGEL .1875O VENT LATCH FRAME ASSEkBLY SCREVS FIXED RAIL SCREVS DSB -ANN. GLASS OR 3/16'- ANN. GLASS SEE CHART 1/4' SHIM MAX. Ir L625 VINDCV 'WIDTH O DI R. HUI•AYOUN FAR000 STRUCTURES FLA. PE O 16557 APPROVED AS COMPLYING WITH THE SOUTH DMA BUILDING CODE CAT 92 BY_ PROGU +'iTROL DIV+.SIDH BUILDINS CC:: CO PLIANCE OFFICE ACClfTANCE ND, _9_9— /, / / '3. O -MUST BUCKS NOT BY YALE OGRON RUST SUSTAIN IMPOSED LOADS 4 3/16' TAPCONS rSEE COMPARATIVE ANALYSIS „MAR FOR SPACING 41117"" • AU PRODUCT CONTROL NOTICE OF ACCEPTANCE New Agb Windows & Doors Corn. 719.1 N.W. 77 TERR Medley ,FL 33166 The expense of such testing will be incurred by the manufacturer. .APPROVED: 12/14/2000 'MIA \1I - DADE COUNTY. FLORIDA METRO- 1),ADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING I 40 WEST FLAGLER STREET. SUITE 1603 ■IIAM1. FLORIDA 33131) -1503 (305) 3 75 -2901 FAX (305) 375 -290S coNTRACroR LICENSING SLCr1O\' (305)375-2527 FAX (305) 375-255S CONTILAC,•OR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2 u3 PRODL'Cr CONTROL DI\ISIO.N (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series HR\V-300 Aluminum Sliding Glass Windows under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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 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. .ACCEPTANCE NO.: 00- 0519.02 EXPIRES: 12/14/2003 Raul Rodri_uez Chief Product Control Division THIS IS THE COVERSHEET. SEE .ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILDING CODE & PRODUCT REVIE \V COMMITTEE This application for Product .Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to he used in Miami - Dade County. Florida under the conditions s:t forth above. Francisco J. Quintana, R.A. Director Building Code Compliance Office s0= 500C1'pc2000 "templates,netce acceptance cover page Co; Internet mail address: postmasteru huildingcodeonline.com - Honmcp.toe: liitp:/AsNsw.buildingcodeonlinc.com New Age Window & Doors Corporation ACCEPTANCE No.: 00- 0519.02 A PPROVEt. DEC 1 4 [UUU EXPIRES DEC 1 4 2003 NOT ?LE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding glass window, as described in Section 2 of this Notic of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fc Miami -Dade County, for the locations where the pressure requirements, as determined by SFB Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series IIRW -300 Aluminum Horizontal Sliding Glass Window and its components shall b constructed in strict compliance with the following documents: Drawing No W'99 -80, titled "Serie HRW300 Horiz. Rolling Window" Sheets 1 through 4 of 4 dated 05- 09 -00, revised on 11 -15 -0( prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E., bearing th Miami -Dade County Product Control approval stamp with the Notice of Acceptance number an approval date by the Miami -Dade County Product Control Division. These documents sha hereinafter be referred to as the approved drawings. 3. LLMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in_s t_ mpliance with the approved dra•.vinris. 4.2 Hurricane protection system (shutters): The installation of this u at will require a hurrican protective 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 PER-M1T REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 i;ly lithe! ducu;neut rcquiled by the Building Qilll lci ui tile. South Florida Eui c:ig Code (SFBC) in order to properly evaluate the installation of this system. ls4 °° 1 • L IAA L , Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division New -ice Window & Doors Cor oration ACCEPTANCE No.: 00- 0519.02 APPROVED DEC 1 E\IJTRES : �� 1 4 Oa NOTICE OF ACCEPTA NCE: STANDARD CONDITIONS 1. Renewal of his Acceptanc,! ( approval) shall be con;ide, Ld a,te,• a ,encwu1 eppli,:stion has b original submitted documentation, including test supporting data, engineering been filed and he (8) years. to en tncerin documents, are no older than eight 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 his product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials use , ,nd'or manufacture of the product or process shall automatically be cause for termination of this .Acceptance, unless prior written approval has been requested (through he filing of a revision application with appropriate fee) and granted by this office. 5 .Any of the following shall also be grounds for removal a) Unsatisfactory performance. of this product of his Acceptance: b) disuse of this Acceptance pr0i- �t or process. ptance as an endorsement of any product, for sales, advertising or any other purpose, 6. The Notice of Acceptance number preceded by the words Nti ,i -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 to the user by the manufacturer or its distributors and hallbe for he job si at all time. The engineer need not reseal the copies. S. Failure to comply with any section of his .Acceptance shall be cause for termination and removal of Acceptance. This : oticc of Acceptance consists of pages 1, 2 and his last page 3. Ishaq I. Chanda , P. E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 ITEM PART / QUANTITY 1 D °SCRI ^TI')N MATERIAL Y.ANF. /SUPPLIER /REWARKS 1 4386 1 1 FRME HE.)-.L, E063 -T5 - 2 NAS -101 1 FRAME SILL 6063 -T6 - 3 4333 2 FRAME JAMB 6063 -T5 - 4 4331 1/ VEtT FXED FAL ___ 60f3 -T6 - 5 3756 _ _ 1/ VELT Vr.NT V-E1ING RaL 6063 -15 - 6 - 2/ VtiNI TOP AND H(*)110U RAIL 60b3 -T5 - 7 43907 1/ VENT JAMB STILE 6063 -T6 - 8 069 AS REQG, GL-..NC BEAD ALUMINUM ROLL FORMED 9 - AS REOD FRAME AC`-l1.BL* '`�ktWS - ! 10 X 1' P.H. PHIWPS SVS 10 - 2 F'X RA".. `ILL SCREWS ( -'L', END - I 10 X 2 -1/2' P.H. PHIWPS SI.IS 11 - AS READ. VENT JAMB RAIL W'STRIPPING VINYL 1/4' DL4. BULB 12 W -3331 AS REQD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 13 - AS READ. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 14 - AS READ. FIN SEAL WEATHERSTRIPPING - - 15 NAW- 45 1/ WEEP BAFFLE NYLON - 16 - 2/ CORNER VENT ASSEMBLY SCREWS - / 8 X 3/4' P.H. PHIWPS SI.IS 17 - - ADHESIVE BACK CLOSED CELL. FOA1.4 - 1/2' X 5/8' X 2 -3/15' LONG 18 NAW -45 2/ VENT VENT ROLLER HOUSING do GUIDE NYLON AT EACH END 19 1801 2/ VENT VENT ROLLER/WHEEL ST. STEEL - 20 4332 1 SILL TRACK INSERT - 6063 -15 - 21 44300 2/ VENT VENT LATCH 6063 -T6 AT 12' FROI4 ENDS 22 SP -27A 1/ LATCH VENT LATCH SPRING ST. STEEL - 1BY OR 2BY WOOD BUCK SPRING LOADED LATCHES ONE AT 10' FROM BOTTOM ONE AT 49 - 1/2' VAX. FROM BOTTOM VENT W' IN FRAME SILL BELOW FIXED RAIL EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE SWEEP LATCH AT MIDSPAN (OPTIONAL TO SPRING LOADED LATCH) CD �I '7YP;CAL ANCHORS • SEE ELEV. Env: DR. HUI!. X0UN FAR000 STRU :TLRES FLA. G£ P 16357 r.•Pi-r.C:'i_DAECO'+:PLY.I:', NM ThE E OLTrii F OR',DA BUILDING CODE 2 v DATc t c. PRODUCT CONTROL DSO BUILDING CODE dOMPLIAN E gICE ACCEFTANCE N0. 0 c0 I rn a� 0 n a z C 3 p o z Ci J -J $ O c • } j-; c p O 0 2 co = Z j < z LL. • o F C • Z. ) ) dung no.1 W99-80 j (shed 3 of 4 DESIGN LOAD CAPACITY - PSF (X0 CR OX SIZES) WINDOW DIMS. NO. OF ANCHORS AT HEAD NO. OF DSB -ANN. GLASS 3/16" -ANN. GLASS WIDTH HEIGHT ANCHORS AT SILL EXT.( +) INT.( -) EXT.( +) TNT.( -) 26-1/2" 37" 53 -1/8" 74: 3 3 54.0 66.7 52.6 .1 ' 1_4 4 3 54.0 66.7 52.8 121.4 26" 6 4 54.0 66.7 52.6 121.4 7 5 54.0 63.7 52.5 120.5 26 -1/2" 37" 53 -1/8" 74" 3 3 54.0 66.7 "2.5 52.6 97. 38 -3/8" 4 3 54.0 36.7 93.3 6 4 54.0 66.7 52.6 97.5 7 5 - - 52.6 81.6 26 -1/2" 37" 53 -1/8" 74" 50 -5/8" 3 3 54.0 66.7 52.6 74.1 4 3 54.0 66.7 52.6 70.7 6 4 50.6 50.6 52.6 73.9 7 5 - - 52.6 61.9 26 -1/2" 37" 53 -1/8" 74" 63 " 3 3 52.1 52.1 52.6 59.5 4 3 - - 52.6 56.8 6 4 - - 52.6 59.4 7 5 - - 50.9 49.7 24" 36" 48" 60" 72" 24" 3 3 54.0 66.7 52.6 121.4 4 3 54.0 66.7 52.6 121.4 5 3 54.0 66.7 52.6 121.4 7 4 54.0 6-6.7 52.6 121.4 7 5 54.0 66.7 52.6 121.4 24" 36" 48" 60" 72" 36" 3 3 54.0 66.7 52.6 115.0 4 3 54.0 66.7 52.6 102.2 5 3 54.0 66.7 52.6 95.8 7 4 54.0 64.5 52.6 102.9 7 5 53.0 53.0 52.5 89.4 24" 35" 48" 60" 72" 48" 3 3 54.0 66.7 52.6 85.3 4 3 541) 66.7 52.6 76.7 5 3 54.0 59.9 52.6 71.9 7 4 - - 52.5 77.2 7 5 - - 52.6 67.1 24" 36" 48" 60' 72" 60" 3 3 54.0 66.4 52.5 69.0 4 3 45.2 45.2 52.5 61.3 5 3 - - 52.6 57.5 7 4 - - 52.6 61.8 7 5 - - 52.6 53.7 M APPROVED AS C LYil:3 ',VT; i sl�u'r htie Rl 2uILa c /. 2 000 6Y I St4a PRODUCT CONTROL DIVISION 6'UILDIN3 CODE GOY, PJAN CE Q,`Cc aC CEVTAyCE Na 00 -051 0 NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, DUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. rAL °'E 1-•',1NTINS SUZFA,:E APPLIED 6 1/2" !.L',:1. 'YP. OPTIONAL HEAD /SILL CORNERS r Er+sr: :.R. HLIV..YCUN FAR000 STRUCIUr' F1A PE 1 15557 / 7; r 34 1/8" D.L. OPG. 37 1/8' VENT WIDTH 74" WINDOW WIDTH 12" MAX. I O R 3116 AN4i. !I GLASS 1 1 TYPICAL ELEVATION TESTED UNIT 18" MAX. 33 3/4" D.L OPG. OX FOR XO OR OX SIZES VENT AND FIXED GLASS TO BE EQUAL WIDTHS APPROVED CONFIGURATIONS 7 , / W1NDJWS TO BE PROTECTED BY DADE COUNTY APPROVED I P CT 1.)E5 !STA ctr� T'TF PS r•••• u') a 0 J 0 dre.Ing no. W99 -80 1 ('sheet 1 of 4 Q. 0 0 _TYPICAL ANCHORS SEE ELEV. IBY DR 2BY ‘WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FCR SPACING • 1 B OR 29Y �c - - - - WOOD BUCK WOOS) BUC'<S NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOACS IK:POSED F3Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3/16" TAPCONS INTO 2BY W003 BUCKS OR WOOD STRUCTURE 1 -3,'8" :.111. FENEiRATION INTO WOOD . HRU 1B" '.YCCD 3UCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES AT 5" FROM EACH END OF FRAME W2 = 1/4" DIA. WEEPHOLES AT 6" FROM ENDS & 20" O.C. MAX. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED GENERAL PURPOSE SILICONE SEALANT BY MACKLANBURG — DUNCAN. TYPICAL ANCHORS SEE ELEV. FCR SPACING GLAZING DETAIL Engr: DR. HUIJJ.YDJN FA.R000 STRUD7 . FLA. PE j 1£557 OV 1 6 200 ROLL FORMED ALUM GOING BEAD DSB ANN, GLASS OR 3/16' ANN. CLASS ADI-ESti'E BEDDING COMPOUND GENERAL PURPOSE SUCONE SEALANT BY MA.CKLANBURG— D'UNCA.N r.f PF.U''EL) AS CU?iFLY 4:ti :V; T ii TWA &OUTH'r RIDA BUiI UG C GC Z OOv DATE /4 BY 15(.4 1 . C_L4Wc1 . PRODUCT CCNTRCL DIVISION BUILDING CODE dOt1PL1ANCEOFD R CCEPTANCE N0. 1 ' °at • 0 x • a • e ,1 i • V t J • J V t drering no. W99 -80 � J Ls'xrt 2 o f 4 j ITEM PART 1 QL'A.`iTITY D'SCRI^TI)N 1 MATERIAL HANF. /SUPPLIER /REHARKS 1 4386 1 I F1.AUE HE, D I 5063 -T5 - 2 NAS- 101 1 FRAME SILi 3363 -76 - 3 4333 2 FRAME JAMB 6063 -T5 - 4 4331 1/ VEIT F.XED FIJI_ 6053 -76 - 5 3756 1/ VEI.T Vr.NT M•:`T1NC FAL 6053 -15 - 6 - 2/ VtN1 TOP AND 80'1101.4 RAIL 5033 -15 - 7 43907 1/ VENT JAMB STILE 6063 -76 - 8 069 AS REQG. Gv,2.NC BEAD ALUMINUM ROLL FORMED 9 - AS REOD, FRAME AS:•EMBL1 : - I 10 X 1' P.H. PHIWPS SMS 10 - 2 F'X RA'L 'IL.. SCF‘51r. cS'L'_ END) - f 10 X 2 -1/2' P.H. PHIWPS SMS 11 - AS READ. VENT JAMB RAIL W'STRiPPiNG VINYL 1/4' DL4 BULB 12 W -3331 AS READ. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 13 - AS READ. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 14 - AS READ. FIN SEAL W'EATHERSTRIPPINC - - 15 NAW' -45 1/ WEEP BAFFLE NYLON - 16 - 2/ CORNER VENT ASSEMBLY SCREWS - 4 8 X 3/4' P.H. PHIWPS SMS 17 - - ADHESIVE BACK CLOSED CELL. FOAM - 1/2' X 5/8' X 2 -3/16' LONG 18 NAW -45 2/ VENT VENT ROLLER HOUSING & GUIDE NYLON AT EACH END 19 1801 2/ VENT VENT ROLLER/WHEEL ST. STEEL - 20 4332 1 SILL TRACK INSERT 6063 -T5 - 21 44300 2/ VENT VENT LATCH 6063 -76 AT 12' FROM ENDS 22 SP -27A 1/ LATCH VENT LATCH SPRING ST. STEEL - 1BY OR 2BY WOOD BUCK G SPRING LOADED LATCHES ONE AT 10' FROM BOTTOM ONE AT 49 -1/2' MAX. FROM BOTTOM 22 VENT 'WIDTH - - SCREENS CPT IN FRAME SILL BELOW FIXED RAIL EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE SWEEP LATCH AT IaIDSPAN (OPTIONAL TO SPRING LOADED LATCH) D.LO. 1/4' SHIM MAX. { • 4 C • 0?YPICAL ANCHORS SEE ELEV, Engr. DR. HUkZYOUN FAR 00Q STRUC'L'RES FLA. F£ LI 16557 Ti T 1 E SOU1H /�O BU COD E 00 0 kr>r EY ISl°q I.LC.G,1da PRODUCT DON'TROL DIVISION BUILDING CODE dOMPUAN OFFICE ACCEPTANCE ( ) 1, C 0 0 0 4 a _ O 01 p3 < z �- k! aj Q Z • r A o : 0 rn ( A ) dmw7n g no. Vr -80j shy: 3 of 4 j .438 2.043 1 .3 7 4 FRAME HEAD .062 TYP. 1,164 -�1 FRAME SILL SILL TRACK 062 2.105 913 VENT TOP /BOTTOM RAIL 1 VENT LATCH 1.874 1.124 C62 TYP. L__1137_1 JAN,3 STILE 1.625 812 1 .062 J TYP. -1,187 — MEETING RAIL 093 1.625 1 --- 1.250- VENT TOP /9OTTOM CQRNER5 .4 062 (TYP. { j 2.001 FIXED MTG. RAIL .812 1 FIXED MTG. RAIL CORNFR Engr DP, HVYA1Ct N FkR000 Sin C71.;'; US Flo PE # 15557 MD � FRAME TOP CORNER FRAME BOTTOM CORNER APr(i0'. ED AS CO P 11iG 1 MTH TH8 SOUTH FLORIDA. 6U!LDTh G CODE DATE /.2-a e2 / ZOO BY 1_5 1. PRODI;CT CON T OL D1V1S4ON EUILDING CODE d OMPL1ANCE OFFICE z 0 0 0 O _ E-+ V ri O Oa 4 L- 0 I U� p El, '' 1 z > c� "' d o-N.9 to Cd , 0 N ( 1 <u d4 VI Z 0 CO I o, a 0 0 c � 11 t crowing no. W99 -80 (.eet 4 of 4 J • GA L %: /4 / O .. _.......... • • . . j . 4 L',41 /7411 / /•_ / / 'TN ELE1/f{71Q i • • gST ELEVAT /bi - .. C+1a 1.1 13 Of . 1,$ IJ E ��s7 ��EU�ztaN O. A,, - // /x' 07 3 . s al / x.35 - : +� �fl. /140‘ ,4 99 - / / / /f- 4i -06 sN144 LE- T'�'ILE - 1C0o1 • 3 - !L- 11)I.*)' E • • e / 151 I ALL WINDOWS WITHIN 12 OF ALL DOORS SHALL BE TE » ERED & AT ALL TUB & SHOWER ENCLOSURES. PROVIDE THRESHOLD & WEATHER STRIPS AT ALL EXTER DOORS. Si/ 2� WINDOW & DOOR. PROVIDE *FETY TEMPERED GLASS AS PER CH. 3508 Sf.B.C. FOR BATHROOM WINDOW & SHOWER DOOR. INA(9,A, 99- ///9 5if23 ALL WINDOWS & FRENCH DOORS W/ MTL. CROSS MULLION ,eENlo ✓� �� p �6 o � 4E v � GLA55 5G /1> ,e' PL 4/ 1.1/ .4GE BSS ' fr EA/ oQD 5 /.0 73/P /GAq .0 7741L 1. The Contractor shall verify all dimensions, elevations and angles and all other existing conditions prior to commencing any work. Contractor to also verify and °i prove all information on drawings. Acceptance of these plans constitutes approval Please notify Engineer by certified mail of any conflicts or discrEepancies, if any. 2. The Contractor shall furnish and be solely responsible for all temporary bracing and shoring reqwired to maintain plumbness and stability of all structural elements> during construction. 3. The Contractor shall obtain from alll subcontractors the the final approved site and location off all openings to be provided for respective trades. He shl,all be responsible for location and details. 4. All concrete for foundations & slabos on grade shall reach 2500 p.si. compressive strengths at 28 days, and all columns, grouted cells, slobs above Trade and tie beams shall reach 3000 p.s.i. compressive strengtlh minimum at 28 days unless otherwise .noted. 5. Contractor /owner shall be responsiible for verifying required grade & finished floor elevations with repect to Dade County Flood criteria, existing crown of road elevations, Federal flood criteria or any other governing body. 6. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. 7. The Owner shall be solely responsiible for investigation in reference to whether structure can b(e built on site. Payment of these drawings constitutes acceptance & c;reernent with the following statement: No arty shall initiate an kind of litigation against Emilio Castro & /OR E.C. & Associates Inc. GENERAL NOTES: 5/7` 24 Bepe.do 6' ,/ /,(j 42 /G W / �C . /O 77AX 44A/(7 )) :'X15 - 774/& . r; Ica A./4deE ,Da 7"/At/ (7)P) • g'l. f/ec 0 /APue cr3lR641/_.) CL - WALL STANDARD No. 8 LADDER TYE HORIZONTAL JOINT REINFORCING SHALL BE PROVIDED AT EVEY SECOND COURSE (16" VERTICALLY) FOR ALL EXTERIOR WALLS, S PER S.F.B.C. 2704.1 (F). No. 5 VERTICAL REINFORCIG BARS SHALL BE PLACED IN 2,500 P.S.I. CONCRETE FILLED CLLS AND SHALL EXTEND INTO FOOTINGS AND INTO TIE BEAMS. ALLSUCH BARS SHALL BE CONTINUOUS FROM FOOTING TO TIE BEAM, ANDSHALL TERMINATE AT EACH END WITH A STANDARD A.C.I. HOOK. ALL SPLICES, WHERE NEEDED, SHALL BE 30" MINIMUM. E)( /S T/�h L 61.-/ 4 b 01-...SS .00 Po oec yp , �•�,E'T /AA_ PLA 46// J / /_z;w REINFORCED GROUTED CELL (TYP). 1" x 4" P.T. WOOD BUCK WITH Z" x 2 TAPCON SCREWS @ 4" FROH TILE ENDS AND @ 15" U.C. NAXINt ELSEWHERE.- EHBEDEU IN CAULKING.- (/S T / //.Y ,( oaM A/ Ck ( mil/ cooes /A Gv<i L - DOORS AND WINDOWS BUCK DETAILS.- SCALE: 15' D 1 0" IMPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED. (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQIIIREU).- , AMCTY/� / G-i 0"4 h/ALL, h11/oe/ , L4O0ez '7 y, , x/09 hi Y2 a 7; , LDCJ1 6 W - / VE,P7; 77/2&' Z'D /Z . A. , 1.4 //c/ Z/4/1j/S77/4 YX 5 7/ 4'!' /V' /sC/. . - Eb CELLS .... c 4 ' 21 C ; 655/15!/s/1C1/1) 4 ? /N .1 / CcS�� , eETE Sz,w Ta_ 2 J':o,e /L L E,==: ' Gm NC. o Tla.,/(' . • • . . /IA/ 014-4341E VISUAL INSPECTION REVEALOD J.O R LO04E ROCK. MAXIMUM SAFE MU!MASLE BEACVNG CN ACrEY SHALL ©* 2000 P.S.F. ta± DTNEp_C NOIT'I+ NS A if UNTERtD, CEASE wOr4X AT a NO N INFER IN WRITING . 5 774.= 4, 041A1 /X/ 1 . e4(17 - eD X/ 6 7 7/ i THE MODE OF OPERATION SHALL NOT REQUIRE. A KEY, TOOL SPECIAL KNOWL OR EFFORT TO MAKE AV,IILABLE THE REQUIRED CLEAR OPENING AND NO PART OF 1 E OPERATING hECHANISM SH BE PLACED HIGHER THAN. ;t'4' AF F. — SIZE piPA Horn. w k4 ! v.3 NTS 1. 1,SS' 9.75 EX / r�,e0 /i1 \ V REMOVABLE PANEL 20" MIN. WIDTH OPENING (MIN. AREA 5.7 S.F.) DETAIL OF EGRESS WINDOW 1 3 ▪ ,S' .N m e 18 96 ol V1 1 a� Di NOTE: ALL WINDOWS, DOORS AND /OR ANY OTHER COMPONENTS INSTALLATION SHALL BE IN ACCORDANCE w/ MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED<•PROCUCT CONTROL APPROVAL. 1. I° 55 20 A5P//<IL T u6/f4 )-r .S/a?s -. TIL ; e 5,DE.4/CE l 7LC ' . sTE /5\ t / � 50urN oo '(A ) • • • • • • ?o,uo. w4 c K a , 5.5 ' o /3,610' h In � y71 36.30' d • 112,0' Z9�o 4 /CB$ u/ALL , ti Lot 3 W.7 Lot 50. 00,' 25.0D' \, io 240) N 75.40' CONTRACTOR Name \14k A License No. Co 3356e Address 1 2 - 705 5w Ir2Ci Ml 1 P1 3317 to Telephone k h t 1 Fax Qualifier Name , 1 a\ _tt/IG k z. PROPERTY OWNER Name ( L.-t- LC G O { I N t✓ Name V I Vn OP,Tt � t Address l 1 N -(j / • q6 t -t, sLeoie Ft- t32 { Home Telephone 5Q lam- ? V16 Business Telephone a ^ ` e,, Fax ENGINEER Name ( L.-t- LC G O { I N t✓ License No. e6 14.4..(42 7 Address (a 5 ce s- Al L J 3 � S - tl a( 7 VA, Ci\ AD e&S trL, 33 Telephone 3 _ 8 1 ( - (53 0 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS The following steps must be taken to obtain a permit from the Miami Shores Villages Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. Dwing the processing of your application, you may be asked to submit additional information. Job Address: „PIA .J (Q3 I ' `' 3 31b2 Address Apt. City State Zip ,vv _ • .t Description of 'Work Oft (Ca vk x Lot Block Subdivision PB PG ` Zoning Linear Feet Current Use of Property VSquare Feet 0 Units Floors Proposed Use of Property Value of Work {, ( 4104O Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCIIITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. I)? ' ae6 Tax Assessed/Appraised Value PERMIT APPLICATION Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (FIRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATF Signa of Owner Print Name Sworn to and subscribed before me this / / day of Signature of N , I ,SCeetr da"" i LltAWA GUT1ER SEAL: > Pstmr/ Stilts at Florida , iii° C'<xwtra. E e?: > ,_ / Commit: CV7C'�7 ` . , .` s.w niAR4jk[1= 5's'sa ^by�'3kJ K' Personally known A C 0 UNTY OF MIAMI -DADE i eh OR, Produced Identification Type of Identification Produced: ST P I (V D1DA, COT NTY OF I -DADE S' - ature o tractor /Qualifier Print Name Sworn to and subscribed before me this // day of Signature of SEAL: FY ter/ ic64)!Aftiti tk ttr tS • State of telorlda %1!.s Ct-goira, Exp:07:d > Comm*: CC766-877 Pub Type of Identification Produced: PERMIT APPLICATION VieVVY# 3 Leh Personally known OR, Produced Identification ELECTRICAL wx TYPE': S . ' , ' Minimum Fee ` e' QTY .TYPE Dryer QTY TYPE _ Outlet, Appliance QTY. TYPE Service Repair TY Q A/C Central 1 -3 Ton Fan Outlet, Wall - Heating Strips, each Service, Temporary A/C Central 4 -7 Ton Fire Pump - Outlet, Sw itch Paint Booth Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Piping, Flammable Liquid Space Beater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights - Plugmold/Strip Pressure Vessel Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Sw im Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recov Refrigerator, Comm. (p/PII) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Utility - Sewer Demolition Low -v olt, Intercom/Teleph. Repair Circuits Pump, Sump Dishwasher Low -volt, Television Service, Number of Amps Indirect Wastes MECHANICAi., TYPE Minimum Fee • QTY : TYPE Condensate Drain QTY° TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. 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 Cap - Fixture Fire Sprinkler System Process/Pressure Piping Pump and Abandon Barbecue Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE . .QTY. A/C Condensate • TYPE - Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE ., Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water treater Draintield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing , Fire Public Works Structural Building Official / 7 ', //, Q < Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ 9 C i (sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft. ) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2 "° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoesvillage.com CUSTOMER # CUSTOMER NAME: ADDRE ;,S. _ Lk1 - 1 '" e `S S M it MEAN U' F HEIGHT: qg BUILDI! G WIDTH: WINDOW HEIGHT ABOVE GRADE. 3• vCnx (o4 7, 116 5 39 x'-to 2- )040 ' --- n 5 A - J O 0- - ri z- PEAK ROOF HEIGHT LENGTH: 5 / • u PRODUCT /5 3, 39 X 5 Z_ 1 -13X52_ 15, ‘--15x n PT - - - - 131 Z-0 X140 1S. 3q X 52_ BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE C MEAN ROOF ELEV. FEET MAX. DESIGN LOADS -PSF EXT. ( +) INT. ( -) 15 45.1 61.5 25 52.4 71.5 30 55.2 75.3 35 57.5 78.4 40 59.7 81.5 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 10 SQ. FT RESIDENTIAL CONSTRUCTION ONLY NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. ENGINEER'S SEAL COVERS THE WIND LOAD REQUIREMENTS FOR VARIOUS BUILDING HEIGHTS. SELECTION OF LOAD /HILIGHT NOT BY THE ENGINEER. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THiS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION JUN 0 4 2001 ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 a AFC -07 DATE: Robert Andrade, President 2 -o 1- LEJ-k AMA Manufacturers of HURRICANE SHUTTERS, RAILING & FENOIN2 BUILDING OFFICIAL : MUNICIPALITY : (A To Whom It May Concern: We are the Miami -Dade County Notice of Acceptance Holder for .063 aluminum storm panels under the product control number 00- 0128.05. This letter authorizes VA A--. 5197,-)CO" 2._ to use our .063 aluminum storm panels approval number 00- 0128.05 on the following job. —�, / NAME �J / � t o 1 - ADDRESS , `� W s � �3 ( 3� THIS FORM MUST ACCOMPANY 111E APPLICATION FOR THE BUILDING PERMIT AND SHALL BECOME PART OF THE PERMIT DOCUMENTS. THE AUTHORIZED SIGNATURE. MUST BEAR THE RAISED SEAL OF THE COMPANY ITOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. 13000 NW 38th AVENUE, OPA LOCKA, FLORIDA 33054 Dade (305) 688 -4701 Fax (305) 688 -8033 1- 800 - 817 -4864 www.alufabhurricane.com M IAM I-CADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atufab Hurricane Shutter, Inc. 2353 Alibaba Ave. Opa Lock FL 33031 The expense of such testing will be incurred by the manufacturer. Acceptance- iVo :-'00 --0128.0D -.. Expires:07 /17/2003 Approved: 03 /21/2000 CONDITIONS • CODE n PRODUCT REVIEW COMMITTEE BUILDING CODE Sz r RODU t RE' v IE' tV COMM1 t t EE' Ioteraet mail. address: postmaster @buitdingcodeooline.com NI:A::LI DA DE ': C'UN _ =LCRIDA METRO -t >ADE F'_AGLER BUI`D1`tG BUILDING CODE COMPLIANCE OFFICE MET2O FLAGLER RUiLC'ING 140 w4ST F'_A:,LER STREET, SJ[ ", 1( MIAMI. FL'R:DA 33120 -1563 (3)i) 375 -2901 FAX (305) 375 - 2903 CONTRACTOR I.ICFNSENC SECTION (305) 375 - =52 i FAX (30t) 375 1533 CONTRACTOP ENFCRCEM3NT SEC %ION (305) 375 -2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 0.063'rAlunrir11171 Stone Panels Shutter under Chapter S.of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testiltg. 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 BuildinJ Code. Chief Product Control Division THIS IS THE COVERSEIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana. R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp: /(.rs4.r- buitdiogcodeooline.cora Alufab hurricane Shutters, Inc. ACCEPTANCE No.: 00- 0128.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 2 4 20J0 07/1 L SCOPE This renews the Notice of Acceptance, No. 96- 1107.03, which was issued on July 17, 1997. It approves a 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -279, titled " 0.063" Aluminum Storm Panel ", prepared by Tilteco, Inc., dated September 5, 1996, last revision # 2 dated June 25, 1997, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. LIMITATIONS All permanent-set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel shall bear a permanent label ■with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1A This Notice of Acceptance. GA.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.L3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy :t.'"Makar, P.E.- Product Control Examiner Product Control Division 2 of 3 Alufab hurricane Shutters. Inc. ACCEPTANCE No. 00 -0I28.05 A1'PROVEIi EXPIRES NOTICE OF ACCEPTANCE: STANDARD CON')IT:CNS MAR 2 4 2,100 07/1 ?003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4_ Any revision or change in the materials, use, and /or manufacture of the product, or process shall be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TIHIS ACCEPTANCE Helmy A. 'Iakar, P.F.- Product Control Examiner Product Control Division 3 of 3 LEE C. PICKER 5981 Washington St Apt 209 Hollywood, FL 33023-195 Q`f— fQ3_ 70 3 7 AUNION PLANTERS BANK Vuy to the 0.1rrr of Jor i :06 70084 oil: 20 '+9 0 RARLAND 63-841167 02-- t At P BRANCH 8267F 031,9 ollurts 2049 LJ KIP PRESTIGE iII CI %� ■ ti h e A wl i• EDUI .010 Deep 90 s 1/ax. 1 Alin. 0 7.400'• zsD'_J L L "T" TRACK SCALE: 1/2" = ti 2.041" Q. O.D. \ 04 T.D. N .039 R. SECTION A-A 1.400' 14.800' (TOTAL Lt70TN) 1.230" 12.000" (ETTECTTVE WIDTH) PANEL SCALE: 3/8" = 1" O CONCRETE ANCHORS (SEE SCHEDULE) 0 UN9O.TED PANELS (SEE SCHfIXIE) - 1 88" D%o. to 1 a - .094' R. x +- .250' WEDGE PIN (I" LONG) (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1" 1.400" - 2.041- r _. 7 ?5" r- 90 x .030' DP (6) b 0 • 4 4 LOCKING PINS O 5" O. C. CONCRETE ANOh*RS (SEE SCHEDULE. STORM PANEL ELEVATION SCALE 1 1/2" = 1 '-0" flax. SCALE 1 1/2" = 1'-0" .}. 1. 0 - 50-- 1.4 { 3X1 I 1 E) 1/4' 0 5. 5. Sruo RIVETED TO ANGLE 0 12" 0. C. 125" 1.750 r --1 SEE DETAIL 1 \ 2.000 •.1 © ANGLE WITH STUD SCALE: 1/2" = 1" . 438 .1 88'- N • N © 11 F" TRACK SCALE: 1/2" = 1' 4.000 IRE /I1)ER (6005 -T5 ALUM,N 1 1,1 ALLOY) SCALE: 1,/2" = 1" x 4" (Max.) x .125" ANGLE SCALE: 1/2" = 1 T ype HEADER (6005 -T5 ALUM /NUM ALLOY) SCALE: 1/2" = 1" r " 2" A1ox. --1 .125" T 1/4 o 5 S. STUD RIVETED TO ANGLE 0 12' 0. C. I M.WIM914N! 0 0 ri f j �7 CHANNEL SCALE: 1/2" = 1" (*-1 max. -1 CHANNEL WITH STUD SCALE: 1/2" = 1 " COMP ONF'NTS (C) 'IL IEC0INc. TIUJT TESTING k ENGINEERING COLIPANY 679: 14.W. .50th. St.. Ste. 117. v1RCe41■ CAK,CNS, F. 1,J 161 P1.r. : (307 >e) 1 -11J0 . fm : (>J5)671-1331 WALTER A. TJWT Jr.. P. E. ROPOA lk. 4416.7 GENERAL NOTES: STOPS/ PM,'EL }ik5 BEEN DFS1CheG W .k.'CORlWKE SOUTH FLORKIA R$LDLNG Cx}C DESIGN wINO WADS SHALL BE DE.ERvI.N•£D AS PER BASIC WINO SPEED. SroRw P4'.W$ A'IEO(A4CY FOR :}/°ACI AND FADS VC 17771 SECT 0,'J$ 2.375 ,4 2314 RESPf0T7V51 05 THE L.48 REPORT / 0327 01 -9P 2. ALL ALUI■NOW SHEET 'C :AL PANELS .Sf'V1 F AVE 515 ? - H32 /11)Y. J. ALL ALLSRM'L ELTRUSIOF'S S.tALL BE 6063 -T5 ALLOY UNLESS 2INCA is[ MOTTO. 4. ALL SCRCAS TO BE 5TNNLFTS S - OJL 304 C17 116 SCRCS. 5. BOLr5 70 5E 2024-74 ALUVNUN ALLOT r.4LUANMICD 04 STNN(1T5 STEEL. .7n4 J6 .b ✓. YIELD PO:M. 6. ANCHORS T'0 WALL SHALL BE AS FCk'.04S: (L.NtSSi D*HE4041SC .4oTtn) (A) 7D 0(7ST7•G POURED CC ' - 7/4" I TAPCON MCM ,S IAVL/F by 1. T,W RA SLT (.R RCU /NOUSTR/LS, - I/4' 4 RML 2A.VAC r:VUN .'I.C. AS K4NL' tiCURL dY rH£ RAwL PLUG' C01VP4't,, P.C. - 7/4' 4 7 /6' RAM. C4.., -k/ ANCHORS OR 11C0 more .1 lemaft 'PAVr1,VA7C AS NWL'F.4 NR£D THE RA /4t PLUG COUPAti7 AND ELCO NOUS TPIE5, PSSiEC TMT Y. NOTES: 4. 7) 41/Nt4UV C14BED,u1N7 M70 POURED CONCRETE CY TAPCO/L ANCHORS IS 1 J/4 ; FOR RAWL LIVAC NVUN IS T 3 /B 4T' FOR C7CU PNIELU47ES Is 1 7/6 ". 42) 7/6' RA wt GV.X -w N47ADR5 SHALL BE 01734£LY CLIBCDoco wro 715 POURED CO NO EVEEDr/ENT W70 STUCCO SHALL BE PERAATTED. 1 / 4 ' - 20 5CRC145 USED SHALL BE 1 7/2' LorX5 M/N7V('L4 s /0(ILD STUCCO C.1/ST. AND 1' .u71LL FOR CALLS PA IN NO 57 LICE 0. 43) IN CASE n)4T PRECAST' STONE, PRC'0451 CONC RETE PANELS, CR PAvERS BC FOUND ON ME 5X157714 NALL OR FLOOR, A4CHLWS SHALL BC LC G (N000,4 10 REACH net Mvrl seek/mitt 804040 SUCH PANELS AICHCA4AC.0 SHALL BC AS /NLbGt710 ON NOTES A1) a 4.2) A 007 E. (8) To Do ST.,\k: CONCRETE BLOCK WALL: - 1/4' 0 rAPCON N.CICWS tie NA141,I4OT1/RCD 8> 7 w R.LJSET OR /100 11011 TRAS. - 1/4 a RAAl /AA/AC r1.44y! AI.CH0R5 AS Ai.A.yor.4 wRED BY THE RAwL 47 Iti CJNP4M; INC - 1/l • . 7 /B" RAht CALK-1N ANCHORS OR 5100 mole .4 /*mole ' PANEL/4AIC A. N A■ImA'NREI7 B) THE RAM PLUG CO. AND EL00 INDUSTRIES. RESPECTh5L1 NOTES: 8.1) ✓IN.' ✓141 ELIBC(WENT of rApcc44 ANCH049 RAN( l4 440 NAIL IN A (Lev P4vrU[AT£ INTO 741E cotr..RL7E BLOCK UNIT SHALL. BC 7 1/4'. 8.2) 7 /8' RAwL CALK - 6l ANCHORS SHALL BE CNT£R1LY ENBCDO0D 4410 7/45 CONCRETE BLOCK UN/r. Rb EVBCDArLNT IMO 5r'CCO SHALL BC PCR14TTCD. 7 / 4 ' 0 - 20 SCREW5 05E0 SHALL BC 1 1/2" L04C LIIN'uuV SHOULD STVCCIO (k7S7 AND 1 V/Hd -L'✓ FOR WALLS /47N NO 5TUCC0. 9.4) 1/1 CASE 7H4T PRECAST sr0NE OR PRECAsr CONE - RE - 75 PA LS BC FOUND ON THE (XIST7r4G W ALL N SHALL BE LONG 04000/1 70 REACH 7HC .414114 STRXIUR£ BEHIND SUCH P VgLS. ANCHORAGE SHALL BE 1 1/4' 1181/71014 FCR ANC HORS ATETMONED /N B. (), k 7/6' FOR AH0RO4S 44LMwCD PI B.2). ANCHORS S.T 4LL 90 WS7AL1 m POLL 041410 ALL or THE REC0/4dM(N/3 rroN5 ,040 SPECIF704 rroN5 OF 734E N 1 A , 4N(/FACTWER. 7. PANELS 571TH LEW' OVER 9• - 4' SHALL BE BOLTED h'/ 1/4' a - 20 00t r AND /41.401107 AT OVERLAP ANO 444OLL'd0 M. B. yyyy� (A 6 I s (wrr B USED. 5) CND CCm., NE'i r NL�l1,4 T 7OLv , ( ct 9 J4 ru / 9. IT 5fW1 BE 715 RESPANSIBIUTy Of THE CON TRACTOR 70 L[RRSFY n 455 J 50L v 4104455 04 MC 5 MVO 111 E 'HOPE SHUTTER IS TO BE 47TA01CD TO WSURE PROPER ANCHORAGE. 7}115 SWTILR SHALL ONLY BE ATTACHED 70 C0740RCT£, BLOCK OR 79000 f7t4.44E B(ALD0eGS. !0, �7t 04 0541 1 1 R BE FANI1. .'PPRGXMATEtr 4 A00%1" THE sorrc � S77c714 SHALL RE40 45 fat CWS: ALUFAB H1RRIC.WE 5H(/7TEATS � _ - 0/2k . O6 CPA D c f7. ACCEPTANCE Na (j (/) DALE C0JN71 P4004001 CO/RRol APPROVED. DON DATE Tf--4- / 74 / ? . 1875" - . 125' DETAIL 1: STUD W/ WING NUT SCALE: 1" : 1" 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.14. 147 STREET OPA- LOCK,, FLORIDA 33142 Kv. A IK3C.11061 G 1/14/37 :`!TH THC CAPE COUNT): 1d94 CLYT1ON of 7145 55C7KJN 6 Of ASCE 7 -56, 57117-/ 710 m p n. RfSISTAF/C5 HAS BEEN VERttTCD 141 AC00,4 9041E 01.17/04401) 0005 AS PER 4.007.04-14 1157 PRODUC 'CONTROLD1VIS1ON BUILDING CODE COMPLIANCE: OFFICE 14. 4. APPROVED AS COMPLYING WITH THE' SOUTH FLORIDA BUILDING CODE DAT ' I •© BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE q ACCEPTANCE NO 6 - 1 7• Q 3 KSC 0.. DADE COUNTY AS SHOWN 5CALF 9/5/96 CA1E BY 96 - 279 DRAwt4C No 551(51 1 or e SECTION 0 ANCHOR SECTION 0 STUD / d ccWCRETr OR CONCRETE SL OCX WALL REOVTRED POL.QrD Fcq u n. SUVRADON TO EXISTING GLASS Or slisO0wr S. a Q E. 0. t EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF 8) MOTE TOR COMBffA770N OF SECTIONS : w.4LL /FLOOR /CEILkvC MOUNTING S£CTIOVS CAN 8£' COI/DINED N ANY WAY TO svTT AN7 INSTALLATION. BY DATE WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION — SECTION 2 SC 3 /8 - - r' (D. M) — SECTION 3 SCALE: J/5 - PRODUCT RENEWED ACCEPTANCE tso. 0D / 2 /q 2o3 CONT LOL DIVISION [3IJII.DIN(3 CODE COMPLIANCE, OFFICE WALL MOUNT. INSTALL — SECTION 1 SCALE: J /B' - 1' OONCRETr ANCHORS (SEC sci RUCKED cascAry RloWEDD P'OvRED OR at/CRETE CEOCX M1Kt RrOORO ca'1CRrTE iV+t?tORS (sir sa4acc1) OR CONCRITE BE OCK Tr. BUILD 7/4" • -12 s £ 4fAU.rrc BUE r r/ rain t L&. IER • 0. C. L (su srrca.0 FOR A41. SCPARA • 'S' TO rruT0•0 GLASS OF R27tx; M ORS G. 0. SEC770N 0 ANCHOR SCALE: J /B" - I' Ii LIE C0 INC. TILLIT TESTING k ENGINEER61C C4 1l PANY 6113 N.r. JQN. S. SL. 217. VIGI M CAPVIDr1.. n. 3J1143 h.✓w ; (X1.)671 -)530 ro (YL 71 -1521 WALTER A. TILUT Jr. P. E. ROPIDA L c 4-4167 ICY. r 01 POVrD LxnCRETr/ REOVrR£D SECTION a AIACH(NE BOLT —OUT INSTALLATION — SECTION 4 0.063" ALUMINUM STORM PANEL WIC vr+..r FVvRED E7r RtVvRED ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET OPA -LOCKA. FLORDA 33 1.4 2 AL ma>tti CO CRUZ /WC? CRS ;Str Si) (SET SOWN/LE) r (DR 46 SCPARA Tk7N • r To cusnin CLASS OF *M004 aR S. G. D. 7/14/17 1/25/77 ALTEFNA F ATYI.,CABL r 7 /a' .3r ✓ u c wur • nrlrr snn • 0. C. £ D. FLOOR /CEILING MOUNTING INSTALLATION — SECTION 5 scAL£: J /(T• - 1' 4v. •. \ - G D. t f,PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 96 -110'7. 03 • DADE COUNTY •rt 1 AS SHOWN SCALE 9/5/96 GATE 96 — 279 DRAWING No SHEET 2 Of 6 CO( JCR C7 ANCHORS (SEE SCHEDULE) — POURED CONCRC7 R£cXA'RCD POURLD CoNCATTE OR CONCRCT£ &DCX It All R IOU CRI0 CONCRETE ANC1LORS (SET SCFJLE) 0 Vi POURED CO/ CRE7£ OR CAICRE7E DCOCX WALL REOUrk D / 2 / 7/8^ I x 3 /32" WING NUT • 12" O. C (SCE SCHEDULI) FOR kbn. SEPARATION 1 "S TO EXISTING GLASS CV" WINDOW OR S. C. 0 Cord. SECTION 0 ANCHOR 1r— �- (SEE SCHEDULE) — FOR kBn. SEPARATION TO EXISTING CLASS Ol WINDOW OR S. C. Cont. SECTION ® STUD BUILD —OUT INSTALLATION — SECTION 6 scALE: 3/5- - CONCRETE MI DIORS (S CE SCI-OCKC) 1/4" I -20 S. S. K4CHINf oar w/ NUT 3 WASHER • 6" 0. C. POURED CONCRETE RE °LER ED 1' Wm. N h Co-0 Cont. C. Cont. POURED / cotcRET£ OR CONKRUT BLOCK MALL REOIXRCD CONCRETE ANCIKIRS (SEE SCI - COU E) L (SEE SCrcovt1 FOR Min. SEPARATCN 'r TO CXTS rim: CLASS of 1nIVw a4 S. G D. Con L. • 12' 0. C. WALL MOUNT. INSTALL. — SECTION 7 SCALE: J /B' — 1' E. D. = EDGE DISTANCE (SEE SCHEDULE ON • SHEETS 5 & 6 OF 8) 1 NOTE FOR COWBLkATION OF SECTIONS : WALE/FLOOR /COLIC WOWING* SECTIONS CAN SE COMBINED IN ANY WAY TO SUIT ANY INSTALL417ON. // FOLXL£D Ct70C' TE REQUIRED (SCE sCJH rout 0) FDA ,N;n. SEPARATION 'r TO £x1Snt.G GLASS or AINDOW OR S. C. D. © Cont.. ALTERNATE Il APPLICABLE oDNCR£TE A: , C.1 ORS (.',£E SCHEDULE) SECTION ® ANCHOR SECTION 0 STUD WALL /FLOOR MOUNTING INSTALLATION — SECTION 8 SCALE: 3/5- - 1- 1/!' 0 -20 x 1' W. S. BOLT w 7 /5" I x 3 J2' WI1.G 1.t/T EVERY ovuRLAp AT THE MlOSP,W. d W 6 A 0 CV7 ENO PA"4E1 7" x4 x .125' 3105 -H14 OR 606J -T6 ALLOY Cont. N rn. CASE A (Plan) ODUCT RENEWED �. EPTANCE No. QO - Ol Or \ \\ \ \ \ \ \ \\ LRAT}ON DATE i / � Ad / h 0 PRODUC CONTROL DIVISION B 1LDING CODE COMPLIANCE OFF POURED CTE OR CO1.rRET£ BLOCK WALL REQUIRED CONCRETE A l:1*; S • 12' 0. C. 2 »f Min. 7 ht SCALE: 1 /4' - 1' CASE C (Plan) SCALE: 1/4 — 1' ALTERNATE LEG LOCATION Y x 2 x .055 TO 2' x 3 ' x .033' ConL Akxn. ANGLE OR .019o" )105 -H154 SHEET META Nurn. BENT PLATE OR 18 CAGE CoN. 57!12 ANGLE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SCALE: 1/4" = 1' PVUR£ CONCRETE Ok COr.CRCTC BLOCK WALL REOLARCD CONCRETE ANCHORS 0 12" 0. C. 1/4' 1 000 T 0 1T' o. C. w /.CxwVT CASE B (Plan) 4 x 3705 -Hf4 OR 6063 -1E ALLOT Cont. Alum. ANGLE OR 18 CAGE' CoN. STEEL ANC! E END CLOSURES DETAILS APPROVED AS COMPLYING WITH TI'C SOUTH FLORIDA BUILDING CODE DAT 9 Qri BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qh - I I 6 / . 03 DADE COUNTY !IL IEC0IN.. T1U T TESTING It E•GINEER74C COI/ PANT ES/S K f. )At. U S t.. 717, YIK IM 647U0+5. 0 .131e.e P1 . (Yt1l1 -15 0 /e. • (),15i611-1531 N-113 A. TIUJT Jr. P. E. (LOPipA Lk. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET OPA- LOCKA, FLOP CA 33142 IcnC rTION M S/14/I7 /I 1 scsoarncs ►rt AS ST Qw14 scut 9/5/96 DATE 96 — 279 DRAwI NG 146 SACET 3 OF (f .4XDdLA/ DESON PRESSURE RA TING W ().r.l.) , !lox. PANEL LENGTH L (IL) (521 SEL7I(7NS) !A INA10.4 SEPAR 7 W TO GLASS PANEL CON 0(T10N +55.5, -66.0 • 9'-O" r UNBOLTED +.30.0. -40.0 X9'-0' TO 12' -0 2 7 /6" BOLTEV MAXIMUM DESIGN LORD •W" (p.s.l.) TOTAL 1./OUNT1NC HEIGHT 'H' ' 10' -O" 10'< H <12' 72'< H <14' 14'< H <16' 40 7' -7 7' -2" 6' - 10 - '4 6' - 6" 10' -8' 10'-1" 9' -7" 9' -2 50 7'-1" 6' -8" 6' -4' 6' -0' 9 ' -11" 9' -4 8' -11" 8' -6" 60 6' -8' 6' -.r 5 5' -6 9' -4 8' -10' 8' -4' 8' -0 66 6'-4" 5' -1 5' -8 5' -5" 8' -1O' B' -4' 7' -11' 7' -7" — SECTION 9 ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION SCALE: 3/8" = 1" NOTE : FLOOR k CEILING MOUNT LNSTALLATTONS 5110,01. FCR 01FTERENT 1.40 'TcNG NSTALLAT)ONS SEE T?P/CAL SECTIONS ON S7 LEFT 2 k 3 OF a. CONCRETE ANCHORS (S£F SCHEDULE) POURED CONCRETE v S£E .9CHEE A FOR Yin. 1 SEPARAPON '5" 1 T0 LX1Sr9''C cuss 0f trtXW OR I S. Go. E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 is 6 OP 8) Cont. EQUAL TO Typ. SEL'11741 9 ALTERNATIVE 2 (TOP) Cool 6 r. 000' 1.000" 4. 004 4.000 MAXIMUM MULLION SPAN (HORIZON2 LLY) SCHEDULE, FOR SPLIT PANEL INSTALLATION r ood !. 000' 2"x4' TUBE 2 "x6" TUBE • HORIZONTAL TUBE MULLION CONNECTION TO WALL SCALE: 1/4 1 " (2) 3/6" 0 Tr67V BOLTS w/ WASH D? & NVT 2' x 4" OR 2'r6' x .125" HORLZONTAL TUB £ WL,tLQN (6063 -T6 ALLOY) x Y x 1/4 0'- 6' Hum. .WCLE (6053 -T6 ALLOY) (Typ. TOP & 90704 3 /3 / K1AX &O LT ANCHOR itti 2 1/2 L6n. RENE7RATPON INTO CONCRETE OR GROUT fLLED BLOCK MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE BOLTED W/ 1/4" 0 - S. S. M. S. & WINCNUT AT OVERLAP h M /OLENGTH OF PANEL. I T1LL3T TCSTIMO k [NO HCEAM44 0C11VANY MI Ot W. Jea n S4. Si.. ]17, vo•C■ +w LVPO.S, R 3,)1pG PT.,* : (x ,Q1 I 11)() . 1m (}x1671 - 1571 WALTER A. TILLIT Jr., P. E. TLORI ^ vc L;c. 44167 PRODUCT RENEWED /CCEPTANCE No. O -072 OS7 EXPIRAT)ON DATE • A 2 By PRODU /'' ON FROL DIVISION BUILDING CODE COMPLIANCE 01- -10E ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W 147 STREET CPA- LOCKA. FLORIDA 33142 LIULL/ON TUBE TYPICAL SPLIT PANEL INSTALLATION ELF, VA TION W/ MULLION TUBE ON FACE MOUNT 0.063" ALUMINUM STORM PANEL ao a.i CO KA k/FtLRON L£NGT7 PEAS D P3 CENTER LNNC OF ANG LES rn 5/14/97 V v / N. T. S. WV, •• RPPROYED AS COMPLYING WITH THE SOUTH FLORIDA BU:LDINC CODE DAT Ly 9Cr BY _I • �•� ="f�J PRODUCT CONIIICL DIY!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qb - / 1 D 1 J DADC COUNTY AS SHOWN SLUE 9/7/96 96 — 279 DRAWIHO No SHEET 4 O( 8 uAXluuti DESIGN LOAD W (P .s.1.) 1WJL4UU ANCHORS SPACING FDR E. O. - J 7/2" . . APPLICABLE TO AE/ LENGTH PANEL lENCTH 'L' (lt.) LIPCONS RAWL ZAmAC NAILIN RAWL CALK -IN PANELMATES SECT10h'S A OF THEW nON TO CONCRETE TO UASOM7?Y TO CONCRETE TO 1GASONRY TO CONCRETE 10 MASONRY TO CONCRETE 10 MASONRY +55.5, —66.0 12" N/A 12" N/A 12" N/A 7 Y N/A 1 (TOP) 8' —O" • OR LESS 12" 9" 12" 11" 12" 12" 12" 12" 1 (BOTTOM) 12 N/A 12" N/A 12" N/A 12" N/A 2 (TOP) 12" 9" 12" 1 1 " 12" 12" 12" 12" 2 (BOTTOM) N/A N/A N/A N/A 12" 12" 12" 12" 3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 5" 6" 6" 6" 5" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 12' N/A 8 1/2` N/A 12" N/A 7" N/A 5 (BOTTOM) 6" N/A 6' N/A 6" N/A 6" N/A 6 (TOP) r 6 6' 6' 6' 6" 5" 6" 6 (BOTTOM) 12" N/A 12" N/A 12' N/A 1Z" N/A 7 (TOP) 8" 6" 8" 7" 8" 8" 8' B" 7 (BOTTOM) N/A N/A N/A N/A 12" 12" 12" 12" 8 (TOP) 12" N/A 8 1/2" N/A 12" N/A 7" N/A 8 (BOTTOM) ACTUAL C D. FACTOR T. GO N/L W .0 KvLtl/ PAACLUA IFS . R W7. GLX -N r .86 .75 2 1/2" .71 .50 2' .50 — MAXIMUM DESIGN PRESSURE RATING "r (p. s. f.) AND CORRESPONDING SPACING SCHEDULE FOR INSTALLATIONS INTO (:ONCI ?ETE AND C. B. S. STR * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO *DOD FRAME BUILDINGS. A.LAXIMUU ANCHOR SPACINGS ARE VALID FOR .3 !/r EDGE DISTANCE. FOR E. D. LETS THAN 3 1/2", REDUCE ANCHOR SPACING BY UULTIPLYINC SPACINGS SHOWN ON SCHEDULE SY THE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK-IN ANCHORS & EL CO PANEL MATE IS 2 1/2'). V 9) AXIMUM ANCHOR UCT URES 1 L I E C o 104c. W'LIEP A. TKJJT Jr., P. L nLOR0A Lr. a167 TILLJT TESTING t ENGINEERING COWPANY X515 . 1t7 OS . .3JI 5 0. = EDGE DISTANCE AO. NEMCIlo m ' /t /rr s /un r. Y PRODUCT RENEWED ACCEPTANCE Na �a � EXPIRATION DATE 2003 $Y— PRODUC ".NT OLDIVISION BUILDING CODE COMPLIANCE OFFICE t (IPPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 1-Y kel- I3Y PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No q6- 116 D3 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET OPA -LOCK^ RORM 13142 <IL.Si►11b DADE COUNTY AS 91JW scut 9/5/96 96 — 279 DRAWING 04.0 Sr+LE 5 of 6 ACTUAL E. 0. FACTOR TNCO I /LWAC NMLJ'J/ PA. Lu {ICs RAM C4 X -L' 3 ' .86 .75 2 1/2" .71 .50 2' .50 - MAXI1.lUM DESIGN LOUD W PST) IIAXINUII ANCHORS SPACING FOR E. O. a 3 1/2 ,. APPLICABLE TO uAXINUII PANEL LENGTH 'L' (II.) TAPCONS RAWL ZA44C IZA/UN RAWL CAL A'-/N PANEU(AT SECTIONS / & 10 CONCRETE TO MASONRY TO CONCRETE TO MASONRY 10 CONCRETE 10 MASONRY 10 CONCRETE 10 hiASONRY ANY COMBINATION OF THEW +55.5, -66.0 12" N/A 9 1/2" N/A 12" N/A 8" N/A 1 (TOP) 12" 6" 12" 9 7/2" 12" 11 1/2' l I" 11" 1 (BOTTOM) 12" N/A 9 1/2" N/A 12' N/A 8" N/A 2 (TOP) 12" 8" 12" 9 1/2 12' 11 1/2' 17" 11" 2 (BOTTOM) >8' -0" TO 9' - 0' N/A N/A N/A N/A 12" 6" 6" 6" .3 (TOP /BOTTOM) 6 " N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6' 6 " 6 " 6 " 6 " 6 " 6" 6- 4 (BOTTOM) 6' N/A 6" N/A 6" N/A 6" N/A / 5 (TOP) 11 1/2" N/A 7 1/2" N/A 12" N/A 6" N/A 5 (BOTTOM) 6' N/A 6" N/A 6" N/A 6' N/A 6 (TOP) 6' 6 6" 6" 6 6" 6' 6' 6 (BOTTOM) 12 N/A 9 1/2" N/A 12" N/A 8' N/A 7 (TOP) 8" 5.5" 8" 6.5" 8" 7.5' 7.5' 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6' 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12' N/A 6" N/A 8 (BOTTOM) +30.0, -40.0 6 6" 6" 6' 6' 6" 6" 6' 8 (TOP) . >9' -0' TO 12' -0" 6" N/A 6' N/A 6' N/A 5' N/A 8 (BOTTON) *4 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE; FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALL4710N5 INTO W1200 FRAME BUILDINGS. AfAXIMVIA ANCHOR SPACINGS ARE VALID FOR 3 I /2" EDGE DISTANCE. FOR E. 0. LESS THAN 3 1 /2", REDUCE ANCHOR SPACING BY MUL TIPL 19NG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (l/in. E D. FOR RAWL CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2'). E. 0. = EDGE DISTANCE PRODUCT RENEWED ACCEPTANCE No. ' "D / 2� O f' EXPIRATION DATE 2a03 PRODUCON"1'ROL DIVISION BUILDING CODE COMPLL NCI. :OfTICE APPROVED AS COMPLYING WITH TIIE SOUTH FLORIDA BUILDING CODE DAT 19C/7 B Y 4_, PRODUCT CO 1 {01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C V?' ) 6'7. P.3 DADE COUNTY 'RLIEC° INC. TIWT TESTING k ENG(NEERINC CAl1PANY BS'5 N.r, 3to, St. St.. 717. `'sn7uu G'?cO.s, rt. 13l es R.x• (305,171 -1530. rca : (1.6 -1531 NA LTTR A TILER Jr., P. E. flOPID. L;c. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.N. 147 STREET OPA LOCKA, FLORIDA 33142 ICY. AO cc cvny C DaO x. CO MR 3/1,/17 1e /n / 1 1Y, w. D(sCY rno" b rt As S1aWN SCALE 9/5/96 DATE 96 — 279 DRAWING No SHEET 8 or 8 '•c\'O HEADER REJUd?ED --(sex SC/4CDULE) roe Min. SCPAR TIoN "5" ro EXISTING GLASS Or W1NOQw OR 5. G. 0. x 1 1/r LAC SCREW'S • 6 0. C. • ALTERNATIVE 1 ALTERNATIVE 2 1/4' • r S LG'•C LAG SCREWS • 5 0. C. It 7 77/.72 Ak'n FENETR4TX N 10 Exrs r#NC »VOD Hckoce. 0 Cont. /f • kAC,44%f & r M/ r - NUr t WASHER • 6" 0. C. Min h 2 Cbn t. r I" x I/6r ( MAN1/UM) 6P63 -r$ Alum TUBE (Cont) (7) 1 /I" • x r t 4t. SCRLIIS • LOCH STvo (1.40WATN Cr STUD) AND w/ r Mtn. PfwETR4TION 17170 EXISTING S1Lp. NOTE rCR CO 'NATIOr•I Or SEC' - 4O S.• VAL1 A&?ut1T1/G SECTIONS CAN Bf CYM/BINCO IN MY wA r TO SUIT ANT' 045 TALLI T1ON. NI, P. T. 2" x 6 Conf. w /(2) 1/!' I r 5' LAG SOW • EACH 511/0 (wtO•TOrri or Sfl0. r .1n. N0M+v4t) NrO W/ r Min. PENETRATION 4WD COSTING' STLO. • 12 - 0. C. •'000 HEADER REWIRED (SEE SUED/ C£) TOR SCPARADoN '5" TO E7(IS1NG CLASS G* WINDCwORS.C.0. r r yr L.c 1-1 SCREWS • 6" 0. C. WJd Id al A 1EWP. : rx 6"Cont. w/ (2) 1/4• • r 5" LAG SCREW • L1C71 STVO (MIOrbr, Of STUD. ✓ Yn. M7V. AL) AVO W/ Y M7n. PO417R4rx7N 0470 EXISTP.G STUD. ALTERNATIVE 3 1/4 I x 1 1/7 LAC SCRLYS • 6 0. C ALTERNATIVE 7 NEW P. T. r x 4 (11r..) Cont. w/ 1/r • r LA^.G LAG SCREWS 0 6" 0. C. • 1 27/31' Mi, Pf7vETR4ncw TO EXISTING WOO° HEADER Con r. 7/6' r r 3 /33- WING NUT • EVIR r STVO 0 6" 0. C STAGGERED TD 1/4" LAG SCRUM Cont. Con t. 7/5" • x 3/I3- MNC NVT • (WRY TRACK' 0 13- 0. C NEW P. T Y x 6 Cont. M/ (2) 1/f • r S LAC SCREWS • EACH STUD (Mio,10r H or SKID, r Ifn. NO4LN4L) Ad) W/ r PE?KTRAnow IWWO a757P.0 sTUO. 1t01FS• 1. 11 ARC O''RLY VALID FOR BCCLn+CS IAN DESCN L0405 LIP ro 66.0 P✓ NPO PAWL LD.GT7-5 L. 7D 9'-G. 2. ND/ Y r r P. T 7D BE 50V71+ERN PUNS Wo. 2, SLI2l4GLD DRY 07 19 X w. M. C. r/ SPECrr'C DENSITY Cr 0.55. 3. FOR N£3- *t '0 £RAM£ c0+r5TPvcncr1: If00 MEW R'S 70 X SA -INERN PitiE No. .2. r/ S PLC I` DENSITY Of 033 OR 1 1--- *LW HUDLR R EG G.RCD SCE SCNEo.,, E} F Mh - . st. s" 70 Ex ISTi^.0 GLASS of toNDC• DR 5. G. 0. / 4 r 3/4' 5 5 S M. S. • t' 0. C. ALTERNATIVE 4 / 1Ix /4'5. , r - S M. S • 6' O. C. - SECTIONS A /G 2 �l�t�� ZL-- 7' . r ..725" (un.) Aum, rUBE W/ 1 4" 0 r r LOWC L 5C'Rf WS • 6' 0. C. W 1 27/32' M',. PENETRATION 70 G17SRNC 110710 I4C.4LKR ;z • Ill 7 %I, /3 SRI0 • 6" 0. C STAL'GCRED JO / 74 S.M.S. Con Cont. Cor.t. z 7/5' / x /fir wrr.G NUT 0 EVER 'I TRACK 0 r3- 0. C. 1' x r x 1/6" (Yn.) 1L- 6065 -T3 Num. 7.'9C (Con L L (2) 7 /4" r r r LAG scRLws • EACH STUD (MiONCTH OF 57110, 2" Min. HOMMN4.L) AND W/ r Mn. PCNcreAnQN INTO LASTS +G STLA. ALTERNATIVE B WALL MOUNTING INSTALLATION SCALE' 7/4" - 7' 1' x 4" 1/6' (1L•n.) 6065 -75 Nu.n. R!BE (Cbnt_) (2) 1/e • r r LOC scerws • EACH 57110 (M47 »7D rH or 571/0, 2" Alin. MOMIrNL) AND w/ 3- Mn. PENETRATION INTO LUST 04G 57147. 1/4" I r T LONG LAC SCREWS • 6' 0. C. W 1 27/3:' Aix% PENE7R•ITfrot; TO IX7S TIN,, /7X0 HCAOCR IILIEC0INc, TILLIT 'ULTIMO t ENO■MEEJtIMO 001iPANY e295 K/. 56t.. St, SI.. 2t7 v✓G r .w ^ n 131 et. ttiv. : (X7,15)1 - t5.)0 . f . . ()J.`./e7i -1331 WA1CR A_ 7ILLJT Jr P. L FLORIDA Lac. 44107 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET CPA- LOCKA. RORCA 33742 W7. le ern. aotm 1.R S /14 /17 1 /D / 4, I[ Ln►•�i Yft AS ST43,vN SCALE 9/5/96 011E 96 - 279 OR1W1K0 No SI+LET 7 Or 6 W COO HEADER REOU.PED (SEE 5CH£DCK E) roe Min. S(YM.4rION '5' 0 EX/Snn'G CLA55 OF MNDOW OR S. G. D. ALTERNATIVE 5 (SE(' SCHroucr) roe Llel. SEPAR.ArjcN '5" ro (XIS rING GLASS OF Ni.N00 OR S. G. D. ALTERNATIVE 6 (SEE SCHEDULE) ALTERNATIVE 9 7/6' • x 5 /3r •'Cd; NUT • EVERY sruo• 12'0.c Cont. 1/4" 0 x 3" LAG SCREW'S • 6" 0. C. r/ 1 27/37 A61. PEN 0/ • wi0,Drri of PLATE: Cont. 1/4' I r 3" 1,40 SC4Th 0 6" 0. C. I/ 1 27/33- M"n. PENCTRATON • 40 Or PLATE. •000 / ADER R Lou IRLO (SEE SCHEDULE) WAR Min. SE '5" 70 EXIST /NG CLASS Cif w;NDOw OR 5. G. O. ALTERNATIVE 10 I }d O. D. x . tV7' LONG !3, BUSHrw^ r'/ t/4 I -29 x 2' 5. S. M. S. 0 6' 0. c, OR 1//4" I -20 ELC'O maid/lemale f)4N(IAL47E • 6" 0. C w/ 1 7/5" PENE7R rlav 7O EX7S7ING WOCx7 HEADER. fJ6 0. D. x .637' LONG Er.ASS 0US1 '17 W� 7/4" • -20 x r S. S. M. S. • 6 0. C OR I /4' r -20 (LCV ,r /Irmo/. TWICLAL4T£ • 6' 0. C W/ 7 7/6" PENETRATION 7D D1STING VIXQ RATE 7/6' I x 3 /J3- It.G NUT 0 0`fR r o. r c . TRACK INSTALLATION DETAILS ON o EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE.._ Y a9 q BY 4 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c11)- 1 / 7. (13 DADE COUNTY i / / i M•• STUD\ RC • UrRL • 44 144 4.1 •0O0 HEADER RE0(LRCD (Mt SCHEDULE) FOR ;Art. SL➢ARATADN "5" TO GLASS 04 WINDOW CR 5. G. D. 1/1' • r 3 1/r LAG SCREWS • 6 0. C. i L v m • x J L w4. LAC SCREWS • 6 0. C. w 7 7/2" lgk7. F■ENETRATRON 70 EXISTING w000 HEADER. Co ,L t /4 • ILACHINE BOLT w/ NUT t WASHER • 6 0. C Co, Cont. *TW P. T. 2• w 6' Co,.!. M/ (2) VC • x 5 LAC SCREWS • EACH STUD (wwvw1DrH Or STUD, r ,1l;n. NOMINAL) MID w/ Y J./7n. PENETRA WTO EXIST1 C STUD. SECTION 0 LAC SCREW ALTERNATIVE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A sic. //f - 7» WAN orma W7O0 PLATE R£OLHR£D ALTERNATIVE HOOD FRAME CONDITION le ANCHOR LOCATION AT BO77Y)Id SCALE 1/4' _ 1' ANTE : SHUTTER 7RA AS ENT 9401 fDR CLARITY SECTION 0 LOCKII.G PIN EXPIRATION DATE Dy 1 ' I..r ../� PRODUCE.NTROL D1VISION BU1 DLNG CODE COMPLIANCE 014!C E INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS PRODUCT RENEWED ACCEPTANCE No. D 9 - 07 2 ?- ad' /7 2,6 —l_ 7/f 0 x 1 !/Y LAC SC72ENS •r0.c. - --(SEE SG M(2LE FOR air. SEPARATION r 70 EXrSTYaG Coss Of WINDOW OR S C. D. ALTERNATE if APPL :ALL£ w0'0 TRUSSES 014 RAFTER • N 0. C. REOLRRED 7/8' • A 3/J1' wiNc NUT • EvER r sTI}0 012"0. ALTERNATIVE 1 NEW Yx6 P. T. Coif. W000 PLATE h' (2) 3/75" e x LAC SCREWS TO EACH R4rTrR CR TRUSS. LOBATE SCREW Al MION /OTH CC EXISTING •000 6OM0CR (Y Yn, NOMJNAL w10 M) w/ 2" Mo. PENETRATION, Yx6Wt>00 DECK REOU:R£0 1 /4' • x 2 1/7 LAG SCREWS • 6 0. c. ROT £A4 CV»' A 7ON Pr SCC7OvS F1 OOP/ MALL/ aLIMJ MoUNrNG S£cT7ONS C..N Ll� C0a5I, D 04 ANY MAY 70 5017 ANY NST,YL TION, wW0 R )SS' 5 OR RAfTE,g • 14 C. REOCARCO .500"--" / 14 x J /4' S.M.5.060.C.- SEE SCYICOUL£) fDR Min, SEPARATION S' 70 EAISTOIC CLASS OF WIDOW G4 S. G. 0. /1 NOTES: 1. INSTALLATIONS ARE ONLY VALID frog OlnLDrr,$ WITH DES.CN LOADS LIP TO 66 p31 M40 PA f1 LENGTHS (,p 70 9'-1r 2. NEW Y r 6 P. T. TO Bt SOU774RN P710 No. 19 X J.l. M. C. w/ SPECIFIC DENSITY or 0.53. 3. IDR NEW MXJO F 4L' CO3NSTRLC770 xx0O0 MEMBERS 70 BC SOUTHERN PINE No. 2, w/ 5P£GFC ours7ry OF 0.55 CR taxi.. 2. SURCAC£D DRY rrnl ALTERIyATE IF APPLICABLE vI 7/8" • r 3 /J13 WINO NUT • EVERY 5n20 O 72 O. C r ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATION — SECTIONS 13 SEAL£. 7/4- - 7" �— 1' r 4' r 1/8» (Min. 6063 -75) 44,m, 77)00 .500" LAC ( StRL4ST 0 EACH JOIST. LOCATE SCRUM" Ccr,E AT IMDWITH or EXJSTTNC ■000 MEMBER. p (2" Min. NOMINAL WIDTH) w /2 Mln, PCNCTRA/ON. Y x 6' W000 DECK REQUIRED 1 /t" • x 2 1/Y 1 40 scREwS • 6 0. C. MPROVED AS COMPLYING WITH THE SOUTH FLORIDA BWLDiNG CODE DATE Y 1 G''__'7 BY PRODUCT CONI OL DIVISION BUILDING CODE COMPLIANCE OFTICE ACCEPTANCE NO % — ) 147. 6 3 DADE COUNTY I I L I E C O IHe. WALTER A. "NWT Jr., P. E. n_oRioA Lic. 4.4757 TILLIT TESTIN: t DOCINLERR+G C01.1PANY 6: OS (W. 34th q.. ))t7. 4' I'A GiAppi $ , R U1et P1... : (X6)6171-15-10 . 1Q : LSCA)E71 -15)1 0.063" ALUMINUM STORM PANEL ALUFAf3 HURRICANE SHUTTERS, Inc KV. o aoo.Aa aoa■: 234 D N.W. 147 STREET OPA- LOCKA, fl OR DA 33112 /n n ' 4 r.n AS SHOWN SCALE 9/5/96 CIA1 C 96 — 279 DRAWING No SHEET 6 CN 8