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PLANS,s'r ze //.r ....60 TZ • / .` I •_�,`'� 1 ' x ` ter % `• I ;„:>t � j ` I • " J / 1 i I . '•� i; 1. � • :. 1 %f r 1 ; .> • • -- ' '-k - . + � '- 1 " aC , •\' I • 1 • ";' y i J- r i 1 . 2 I \ 'i' t . i I •. • • ti I .i I 1 1 ti r �. h. i . • 1 i` \ I ; , 1 ! � { ` • `� % I/ � •• � :r . mi l /` \Ii1 '\ 1 j \ i s • • • n QpiN!'• •., \ 1 ./ \ ' -' I . /�''• � 1 } ` j /149i 130th 6treet I ' ' • \ !ri ,� • j. i �.c j - 12:•t:.. ; • \ florth Miaml. i� 3161 `.l- .. �' .' t , 1 � f.-t - : I j :- , ') 305891•8 954-23'6433 '.• —i ' j 4. " ! t•-- \ i �: • i -.......-- • / 1 \{'1-988- GAS = ;576! l''' i` 1 l'_ I te a' \ I ' I ��+ I '' I /i i 1 , http:llwww.suburbanpropans.com i 1 1 ' I , : ' \ _ -- t.s . i '7 -' t i I - �.' • • • Oct 08 01 04:53p S. W. Zelkowitz . 3.c 'r N G L•''; Lu orp) TIOUi' • 2C /Isp.4+,o .7 vine • / / / A. / ta -,p /! S7 2r gs' 8.00 � /1 z . o o' y /00 Glo ( J 24' 9S �T r2k et, 12.10' One Sr 2estd .e 0.00' 24 •Co L2 • ' 2 IFOO L m 72.70' • W Rt(. • J i 1.3 Q1 /7.s 0 tO 33 (305) 758 -3430 p.4 • r3` 0 J� 28.80. in0 J ao (e) LOi 9; . a 6.`WOC '/ J -> c c. Ze AA/ 1 I 5 ' &Lev - e c,Z: f) Oct 08 01 04:54p S. W. Zelkowitz 111 piVpeL L}' Uescrnbed as: Lots 9 and 10, Block 52 MIAMI.SAORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. • PROPERTY OFZ „ Steen .. • Unlms it bears the signature and the original raised seal of a Florida • licensed surveyor and mapper this drawing, sketch. plat or map is for informational purposes only and is not valid. AO17N 3ARY SL VEY I hereby certify that the survey repre- sented hereon meta the minimum techni standards set forth by the Board of Land Surveyors in chapter 61G17-4 Ficrida Administrative Code punusm to Section 472021. Fla. Swots. There are no encroachments. overlaps, easertents aopeanns on the Plat. other than as shown hereto. F. Reg Surveyor 'c y 747 f(1 !o f ,~ - MA !lo Allison L., 420 N.E. 95th Street, amt ores, orlaa. LAN g IPL.C. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Rene Aiguesvives P.S.M. 44327 Office address: 359 Alcazar Avenue. Coral Gables, Florida :13134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 (95' 523 -8663 DATE 10—Z4- SCALE ) CR W,N 3't I 2C. 1 1c iiL Recertl me r 'ame ana er 1C c� Cc,Y. �cs1 Pso Jc eV _______ nom 144-P: -'�3 ,f Na y ro s ,� . .._. ,1 A/6 95 _ J_77ta� 'av . 10e ---- A' / ti 1 / H 1Z 11 N ib )5 I 15 w 5o' Note: Underground encroachmetns and utilities, if any, not locat,d. Fence ownership by visual means only, legal ownership not determined. 1 le (305) 758 -3430 p. 5 ORoC.sO 46642 102845 ��- co , sc. • 97/ II 15 ,t1 it ,1;z -944/ r- '11'90/ 11 N g co , sc. • 97/ 14 15 ' 11 ISL• g2/ d) 1$ , II • 1 1- 0 06/9 1 / J 2 P J Z) 4eg moo (f 040' GL :'?"27' 5..'TR&6r; zen ,'4. ,(t)DH 77.7o' • • Jas 28 .e • 4 IP -/ • n0 Cyo °) n O (9 20'115p,,' -a /1 f F'? .K r7 21gS 8.00\ 8 .00' B 0, , `,i t rin • v 7J 12.10* One 2estd.e Z4. !i Co ^r� Z2.00' N 33.3o'. O O tt1 n /T- ALS 1 1 3c' 77Q 1I• _o'! r ) ,.cs' VO LO 3 wood cat 0 -r 1) ) x`61-00' sex ^A I t � � ALLEY q ►r u ?aJ t4G . . VAM 2o V4 1 � N/ 6 17-'r' PI This property described as: Lots 9 and 10, Block 52 MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. Unless it bears the signature and the original raised seal of a Florida • licensed surveyor and mapper this drawing. sketch. plat or map is for informational purposes only and is not valid. Recerti A Rn ETAT1).Av SURVEY 1 hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 61G17 -6 Florida Administrative Code pursuant to Section 47LO27. Fla. Statutes. There are no encroachments. overlaps. easements appearing on the that. other than as shown hereto. FI. Reg. Lanc Surveyor No y7 ce/Co C p vo ie. , dame an Lert. 1 C-yra s u .3C - Z°, (16 _ IOCAnoM 1W1R -P • • r �P 3�9N " -- N ac..E o r ro sc _ _.. X1 95 100' Note: Underground encroachmetns and utilities, if any. not located. Fence ownership by visual means only, legal ownership not determined. PROPERTY OF2e111o..witz.,.. W., L., 420 N.E. 95th Street, ami ores, or]. a. L A F I' C J and U A R t l A, I L.B. #2098 ENGINEERS - LAND SURVEYORS - LAND PLANNERS Rene Aiguesvives P.S.M. #4327 Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 (954) 523 - 8663 DATE SCALE 10- 24 -9(0 I 1 1 ° = c' ie• o /..'..mss I DRAW; BY -I DRWG. NO K5T 46642 I 102845 BEARINGS, IF ANY SHOWN. BASED 0 MERIDIAN 2 T Cyor' / /',4 /t srj,o. VI 21 as'' -- W ; 6' c t� G ■ PO In w RIA- N.,.■■■ilti- : 12•1o' , 0 11 0' (c 0 40 Ay Cry oSir) m °y 1 A/E 2O'f15pw -, c7 v />76 2' WO d /G -O cej AA) 15 I A uey. - q' l+Au- Qav;�I T1P g • eat �J N 0.1 CL. -?( a Ala , ./ « o1b) This property described as: Lots 9 and 10, Block 52 MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. Note: Underground encroachmetns and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. PROPERTY OF•elkowitz , _ Steven Unless it bears the signature and the original raised seal of a Florida • licensed surveyor and mapper this drawing, sketch. plat or map is for Informational purposes only and is not valid. r Recerti W . a A ROtlNl)ARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 61G17 -6 Florida Administrative Code pursuant to Section 4720V. Fla. Statutes. There are no encroachments. overlaps. easements appearing on the Plat. other than as shown hereto. H. Reg. Lane Surveyor '.o 4/ 7 4 7 cefG 7zpit v� le • , 'ame an er C-47ZD G 1i 4Pr rcf PS LA rJD • ZS' (i 1 1-iP3�9/I N LOCAnoAJ 144-f . Nor ro sCAt..E Svc 95 f7h& 1 11 II 't / ft S 50' I s I� 1'1 H n is • So' 1 ie. 0 - -r LIE d Allison L., 420 N.E. 95th Street, DATE SCALE DRAW` BY I DRWG. `O 10-24 q� I"- 2o' I IC"a 46642 102845 Miami Shores, Florida. LAN IN-:C. LB. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Rene Aiguesvives P.S.M. #4327 Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 ( 95.1 ) 523 -8663 - 4 • •4' -•• , . . • .. . ,-,,, .' r„ ..- ) / i ," ... ., ......, . . ti s ,- . ,. , - -',/ . / ,' " 1.- ._- --, ii-- f / ": - . / .- :- .- • . - '''''r . .'- .-".•,"-' /, ./..1- ii, . . , . , . c •, ELECTRICAL TYPE. Minimum Fee QTY. TYPE Dryer ()Ty. TYPE Outlet, Appliance QTY. 'T'I'E Service Repair QTY. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light I 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 1 Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violatihsts Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY TYPI? Condensate Drain QTY. '1'1'P1•: Generator QTY. T1'I'li 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 Solar Water Heater Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUNIBING IYPE. A/C Condensate Q•I'Y. TYPE Drains, Roof Q'I'1'. 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 I Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane 1 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 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. 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. SEAL: Print Name A and subscribed before me • Signature of Personally known day of ® cr orida ILA4A F a . , iiv :1 ovi- JI::.., a tiUYARY 4' Type of Identification Produced: STA OF DA, COUNTY OF MIAMI - DADE Si a of o tractor / Qualifier Print Name Ti]ic - S - , of Fl9 A i A 7.".C813613 71.2003 BO' ' .. , )UGH ADV' 'OTAItY Sworn to and subscribed before me Signat SEAL: PERMIT APPLICATION day of OCT Personally known OR, Produced Identification Type of Identification Produced: 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: PROPERTY OWNER Name terN zel ko IA) rr Address Telephone QC, I _ 8 3q3 Fax 1 Home Telephone tl7 - /� _ 2)D 1 Business Telephone Fax CONTRACTOR y� Name c 1 'j Qh�e Flap License No. t.—P6 OcW G Q I t O - Address ' T ' I N E ,�,3 Nomi AKA ) 1Q. Telephone QC, I _ 8 3q3 Fax 1 Qualifier Name E.1 fe p 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 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) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (sq.ft. = x/1000 x ¢.60) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES - 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.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary processing of your application, you may be asked to APPLICATION Address 1�1E RS '. II 1ram► .hate, Ad Apt. City S to Zip r,�t moo: - N k Work n ► �; N 1� Lot • iv Block � D 22 es(W cription \ of gam 1 I nom° al I , 2.x11 Subdivisiot►rn e [> a PB� PG- Zoning Linear Feet Current Use of Property Job Address: Folio Number Tenant Information Complete the attached permit application which print or type to allow for a more accurate processing along with this permit application. 4 i- VD(9 -014- 04-01 Square Feet Units Proposed Use of Property Value of Work PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. P) Li 1 must be signed by the property owner and qualifier. Both signatures must be notarized. Please of your application. If roofing work will be done, a roofing application must be submitted documents to the Building, Planning and Zoning Department for processing. During the submit additional information. Floors Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 98 MAX. 85 1/8 - MAX. DAYLIGHT OPENING TYP. 6.500 f--- 38,125 MAX. DA1 U 11 OPENING MAX 4.000 4.000 4.000 --- 4.000 - - AC TIVE 7 25" MAX. ill DAYLIGHT -�{ OPENING It 3'9.500 13.50 MAX. / 4.000 ( '4.000 --v �-- _ l - 4.000 oxxo 71.750 MAX. 38.125 MAX. -1 25" MAX. L 33 3/8 MAX & DAYLIGHT DAYLIGHT OPENING OPENING INACTIVE 2 POINT LOCK cl OPTION s� c d s 13.50 MAX. 1 1 LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8') LAMINATED (3/16" HEAT STRENGTHENED, OPTION 2 - .402 (3/87 LAMINATED (3/16" HEAT STRENGTHENED, 0PT:0N 3 - 7/16' LAMINATED (3/16" HEAT STRENGTHENED, .090 OPTION 4 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (.IAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1-2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. r ■ 4.000 -- -./ x. - -- i Four 1/4" Topcons or 5 #14 Screws of thla location. Top & Bottom. Req'd .090 INNER LAYER, 1/8" ANNEALED .090 MINER LAYER, 1/8' HEAT STRENGTHENED INNER LAYER, 3/16' ANNEALED INNER LAYER, 3/16' HEAT STRENGTHENED 4.000 4.000 4.000 --- 4.000 13.250 8 . t LUG. TYPICAL M I 98 MAX. 21.000 MAX. 21.000 MAX 1 H�7GE 3.250 LOG. 8.000 TYPICAL r r L 0 . 47.875 HINGE LAC. TYPICAL Robert L Clark, P.E. PE f39712 Structural 85 1/8 MAX DAYLIGHT OPENING TYP. 8.500 ANCHORS ARE TYP. IN HEAD & SILL 38.125 MAX. 33 3/8 MAX. A OAYUG HT OPENING I r- 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 2 POINT LOCK OPTION 39.50] 13.50 4.000 4.000 4.000 4.000 -- Raved Br F.K, Rsvnd By: F.K. Rev � By: Drawn By D.B. (roe: 1 serres/Moder: FO -101 13.50 VAX. oars: 1/17/03 Dote: 9/9/02 8/20/01 7 /11 oxo 37.500 MAX. 36.125 4.00 A 1 33 3%8 MAX. DAYLIGHT I OPENING 25 MAX. DAYUCHT OPENING RevIsime: D -ADD D.O. DIM.S Revfdone: C-A00 7/16 C1A.SS ct TA6&LS ReviaJons: B -PER Lt I IuK 8/17/01 ELEVATIONS OXXO & 0X0 6.000 1 21A00 MAX. 7 21.000 MAX. 8.000 .J L 6L ?ROOM >RLNEW LD Reldleg Cade Acceptance Esplestioa �i By l li 1. Ca.A mod, ihnIMJ beda trod so Carassi naridos ALUMINUM FRENCH DOOR W/ SIDELITES NTS Sheet: 1 01 8 Dray✓ g No. 972 0 \ \ nom •'T N \ \ \ \ t) QV / / // / / 98 MAX. 85 1/8 - MAX. DAYLIGHT OPENING TYP. 6.500 f--- 38,125 MAX. DA1 U 11 OPENING MAX 4.000 4.000 4.000 --- 4.000 - - AC TIVE 7 25" MAX. ill DAYLIGHT -�{ OPENING It 3'9.500 13.50 MAX. / 4.000 ( '4.000 --v �-- _ l - 4.000 oxxo 71.750 MAX. 38.125 MAX. -1 25" MAX. L 33 3/8 MAX & DAYLIGHT DAYLIGHT OPENING OPENING INACTIVE 2 POINT LOCK cl OPTION s� c d s 13.50 MAX. 1 1 LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8') LAMINATED (3/16" HEAT STRENGTHENED, OPTION 2 - .402 (3/87 LAMINATED (3/16" HEAT STRENGTHENED, 0PT:0N 3 - 7/16' LAMINATED (3/16" HEAT STRENGTHENED, .090 OPTION 4 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (.IAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1-2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. r ■ 4.000 -- -./ x. - -- i Four 1/4" Topcons or 5 #14 Screws of thla location. Top & Bottom. Req'd .090 INNER LAYER, 1/8" ANNEALED .090 MINER LAYER, 1/8' HEAT STRENGTHENED INNER LAYER, 3/16' ANNEALED INNER LAYER, 3/16' HEAT STRENGTHENED 4.000 4.000 4.000 --- 4.000 13.250 8 . t LUG. TYPICAL M I 98 MAX. 21.000 MAX. 21.000 MAX 1 H�7GE 3.250 LOG. 8.000 TYPICAL r r L 0 . 47.875 HINGE LAC. TYPICAL Robert L Clark, P.E. PE f39712 Structural 85 1/8 MAX DAYLIGHT OPENING TYP. 8.500 ANCHORS ARE TYP. IN HEAD & SILL 38.125 MAX. 33 3/8 MAX. A OAYUG HT OPENING I r- 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 2 POINT LOCK OPTION 39.50] 13.50 4.000 4.000 4.000 4.000 -- Raved Br F.K, Rsvnd By: F.K. Rev � By: Drawn By D.B. (roe: 1 serres/Moder: FO -101 13.50 VAX. oars: 1/17/03 Dote: 9/9/02 8/20/01 7 /11 oxo 37.500 MAX. 36.125 4.00 A 1 33 3%8 MAX. DAYLIGHT I OPENING 25 MAX. DAYUCHT OPENING RevIsime: D -ADD D.O. DIM.S Revfdone: C-A00 7/16 C1A.SS ct TA6&LS ReviaJons: B -PER Lt I IuK 8/17/01 ELEVATIONS OXXO & 0X0 6.000 1 21A00 MAX. 7 21.000 MAX. 8.000 .J L 6L ?ROOM >RLNEW LD Reldleg Cade Acceptance Esplestioa �i By l li 1. Ca.A mod, ihnIMJ beda trod so Carassi naridos ALUMINUM FRENCH DOOR W/ SIDELITES NTS Sheet: 1 01 8 Dray✓ g No. 972 0 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed IQty. ofl Sidelite Max. Door Slabs Width Widths Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.750 95.750 oxo 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 - -75.0 -74.7 r -72.6 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 -70.0 -67.9 -65.7 -63.1 -60.4 70.0 67.9 65.7 _ 63.1 _ 60.4 o x x o 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 59.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 48.9 75.0 75.0 75.0 74.7 72.6 2 36.125 -41.8 -70.0 -67.9 -65.7 -63.1 -60.4 71.750 70.0 67.9 , 65.7 _ 63.1 _ 60.4 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 nner Layer, 1/8" Annealed IQty. ofl Sidelite Max. Door Slabs Width Widths ' Qty. of Stabs Sidelite Width I Max. Door Widths Heights 79 7 l 83,750 1 87.750 1 91.750 -70.2 1 95.750 -68.8 o x o 1 22.000 37.500 -75.0 -75.0 -72 5 75.0 75.0 72.5 70.2 68.8 1 28.000 37.500 -74.7 -73.2 -70 8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 - 1 30.000 37.500 -64.7 -63.2 -610 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -516 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 f -48.9 -47.5 -45 4 -43.4 -41.8 48.9 47.5 I 45.4 43.4 41.8 o x x o 2 22.000 71.750 -75.0 - -75.0 -72 5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 2 28.000 71.750 -74.7 -73.2 -70 8 -68.5 -67.1 - 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -610 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 _ -55.4 -53.5 -516 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71,750 -48.9 -47.5 -454 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 nner Layer, 3/16" Heat Strengthened IQty. ofl Sidelite Max. Door Slabs Width Widths Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 1 83.750 j 87.750 1 91.750 1 95.750 1 oxo 1 22.000 37.500 -7 5. 0 -75.0 -75 0 -75.0 -75.0' 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -750 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 o x x o 2 22AOG 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71,750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 _ -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71,750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 _ 75.0 75.0 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Heat Strengthened IQty. ofl Sidelite Max. Door Slabs Width Widths Heights 79.750 83.750 87.750 91.750 95.750 o x o 1 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 o x x o 1 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0. 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 - 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASIN4 E 1300 -93. 2. POSTP/E DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AST E 1300 -93. 3. GENERAL 0/0 - DAYLIGHT OPENING ® D/0 HEIGHT = DOOR HEIGHT - 10.875' D/0 WIDTH SIDEUTE = SIDELUTE WIDTH - 2.750' Robert L. Clerk, P.E. PE #39712 Structure! WO WIDTH PANEL - PANEL WIDTH - 12.500' 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 P.O. BOX 1529 NCKOMIS, FL 34274 Raved Br F.K. Raved By-. F.K. Moved By. F.K. Drawn 0. 8 Ue a: 1/17/03 Dats•. 09/02 8/20/01 7 Series, Modek I Scots: F13 NTS Rev{stons: D- Ti4A'ES & A 0 ht21E C-NEW DESIGN mars 8-PER LET7ER 8/17/01 PUT RENEWED al even Wed *k b die noe34+ Ikaikse Code Aftepossee Lipirafte Limas D9+tltdoo aasarVion: DESIGN PRESSURE TABLES, OXXO & OXO rm. ALUMINUM FRENCH 000R W/_ SIDELITES Sheet: 2 °' ° Drawing Ho 972 Rev: D DOOR DOOR IF 3/18" HEAT STRENGTHENED . 090 INNER LAYER (SEE NOTE) t /8" ANNEALED GLAZING OPTION 1 .402 (3/8") LAMINATED IF �� 3 /18" HEAT STRENGTHENED _ - tiF - .090 INNER LAYER (SEE NOTE) 3/18" HEAT STRENGTHENED .437 GLAZING OPTION 4 7/16" LAMINATEQ 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) .- -- 1/8" ANNEALED SIDELITES SIDELITES 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18 HEAT STRENGTHENED 1111 e dor .437 REFERENCE TEST REPORT: FTL -2067 IF 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) - 1/8" HEAT STRENGTHENED DOOR SIDELITES GLAZING OPTION 2 .402 (3/8") LAMINATED Robert L Clark, P.E. PE #39712 Structural 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) �-- 1/8" HEAT STRENGTHENED 1070 TECHNOLOGY DRIVE NCKOAIIS, FL 34275 P.O. BOX 1529 NCKOIdWS, FL 34274 R.r.d F.K. Raved es F.K Rwsd By: F.K. Drown 9) D.B. rte: DOOR _... 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18" ANNEALED NOTE: INNER LAYER MAY BE DUPONT BUTACITE P/8 OR SAFLEX/KEEPSAFE MAXIMUM. Dew 1/17/03 Dote. 99/02 8/20/01 72/99 Description: DETAILS GLAZING OPTION 3 7/16" LAMINATED Revisions: D —N0 CHO THIS SHT C ADD 7/16 GLASS B PE LETTER 8/17/01 ALUMINUM FRENCH see,,, Scale: FD -101 NTS 3 a 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' ANNEALED SIDELITES .437 PRODUCT RENEWED s..y1yl (v!t! Q. Florida Ae..*yea..r7d. - 2- • 2 7 . /3 Y "trsa.i Owe _ Zltr - Ity tSt.otn Paha! Dale Midge DOOR W/ SIDELITES 'Drawing No. Rev 8 972 0 EXTERIOR ,_, OUTSWING OPENNO utx INTERIOR EXTERIOR 3.100 INTERIOR 8 HORIZONTAL SECTION oxxQ HORIZONTAL SECTION OJ(O REFERENCE TEST REPORT: FTL -2067 37.500 OUTSWINQ P � 68.26 4 L 71.750 25.000 DAnicHr .33 3/8 1.480 .890 SEE SHEET 3 FOR ANCHORS ROUGH Robert L. Clork. P.E. PE j39712 Structural I-- .830 Yf_m7CAL SE T1ON .7.711111_0248 ROUGH OPENING SEE SHEET 3 FOR ANCHORS 96.000 1070 TECHNOLOGY 084E NCROMS, FL 34275 P.D. BOX 1529 NCKOANS, F1. 34274 4.000 4.000 OUTSWING Revise ifr FK Revel er F.K. Reuse F.K. Lhvve 8y. D.B. r Date 1/17/03 9 3/20/01 712/99 Oescrftion: SECTIONS sae: S /DELITE SEE SHEET 3 FOR ANCHORS ROUGH 3.100 / OP NING 85 wtUGHT oPCVWC Max. 4.586 1.489 3.000 -- I 3.100 _1 ENING Revisions: 0 —NO CHG THIS SHT Ravislonv C — NO CHG TH1S Siff RM+sAms: PER LETTER 8/17/01 • 250 MOx. Shim TYP. I 1 1.479 5.459 85 1/8 OPENSIO Wax J8RU S1AE'UTES (' 750 e_.�°c. !RENEWED Actifotreee o2 -a 27.13 £z$rsdos DO, F Mao 1 Dtrbies ALUMINUM FRENCH DOOR W/. SIDELITES Sertss/►iodai: Scale: Sheet: Graving No. R FD -101 ( NTS 4 8 972 Robert L. Clark. P.E. PE #39712 Structural 1111E1•t n►r_ �•'��"lnl+ 1 aLUMAx �1'D1 f.�C• 11• rfa < ^ 1Ei_ai L OR' <IOl 1 FRAM HEAD 4063- . • 62 WALL • i MillilligNati 8 I f 1/ x 1' b •Ad h 1 • i •!• .•: — •6. �... 6 61069 cutarrurimalmicigem E • 063 - AC•1 !�>sMia ____ ► i; ALUMAX WHOA P711 16x1 16 TRUSS ER r la.7l; �Q (,j>- 7JNtlTA !.� E:10� 4 1.250 x .187 F1 . w mitimmay 4 ' HD. 'HI 71034.4 r.!rX :M.`r�.•N- >c`I/X.•13:11 ©�� .;1 •:JJIs)tiI1•7 ek1IR'y: 031!i'll.>♦1GMES ;3• M' 10111 • i LT. N0• ' IL. Q•� ^� Q . 4IiaT ift � : t "l(�1 1 Aril'i/<3ehVII:7;11 ti31l!�rn •: �i1VII rw7C 1 s- �rrr1•� . - 1 . • - r�� :��r���iiz�i::,►�yil���c�i�■� �3 a . • PL id�r 1 �•.' 1,01 ►tYI 1 1•Eiall Ulf __ n_ ORP Q IA Q e:17t= n . •...Yr.7rim QOM 1E10111�C Lif• itU>r1t14• NE •� QO11I� �1�IU` • =.1• • C$ 3I •I1♦f2T•7:71•l1E1i�i1EI•� • 1 • 10x . HD. PIIL. PP. 200 1•. . .N i'I:11 11r�1.�'11 I•Z•101 ` •I..:���4 IltrfillWarGNIM CeIeKNOINILTI 32 • s - :. T OCK 3 S/O l 5 I TE JAM 36 I SIDELITE HEADER 7 :rTP 62899C 60.381 60414 "i 44 •. • RACAL al ' . AL • . -T • Sr WALL :L 45 17 16" Laminated 3 16' t d: 3/16` Mneoled wf PPG. LOF 1 • • • : utadte • r - x Keesr f Maxim m Inner • .- r 46 1 1. Lominated 3 16 • 16 I T. vi PPG LOF T 1N IES cAMC P DOW CORNING ALLIAIAX ALUMAX ? I : •, 71 .' 1 WAX 1.402 Laminated .187 H.HS/.125 Annealed ealed w PPG. LOF IDu•• t Butocrte or Soflex Kee•sofe Maximum Inner L• -r i inff 7i 6SM W F 4s 1 IL? 72r. �izs• NETME LV141/ •..;:� C4G�G'iy,I c a , I.6 . i 11F1r0l•Gl22EI3f� liniMPAOZION F�F.f' 11EII!r IFMC ll11MU ll UMW x . 0 Fh. . Tek FThf a�"i SP NC ' P' •'i UC7S MEM • 1. r• • m no • . - ' w PPG LOF !Du•• t 8utacite • : or • lax Kee•-ofe Maximum Mner L. • 4 -r 1 Du•• t 8utocite • : or Sole Kee•so • Maximum Inner L. • r 0200X190 FD3PTAY 899 AF-10361 AF -10414 1 1 DESCRIPTION HANN 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 P.O. 60X 1529 NCKOMIS, FL 34274 a! 1• •0• -T •• s 60 UUAX 4 2 AF -1• Ravad By: F.K. R..ad By: F.K. Reno F.K. Orctirn By: 0.8. DeocrtptIon: BILL OF MATERIALS rro.: ALUMINUM FRENCH DOOR W/ SIDELITES Serte+fNodah FD -101 oats: 1/17/03 Oat*: 99/02 $DSO /o 1 7/ 12/99 NTS V. T. A S,e L 5 a 8 VENDOR 0 . VENDOR Orowk So. 9 72 7 Rev: D NOTES 1. OTY'S IN BRACKETS ARE FOR OX0 CONF1GURA77Q^I 2. REFEREACE 7ESi REPORT: FTL -2067 Res4slan.: 0 -NO CHG THIS SHi Rsrtekx,e: C -ADD 7/16L GLASS Ravialon.: 8 -PER LETTER 8/17/01 PRODUCT RENEWED s. eamptliog with tA. tf.•tis La}itazoa, Z• g Tt • L7/, R k aL Mli-E goo 2.125 (.9 .125 HINGE EXTRUSION 1 6063 -T5 ALUM. FRAME HEAD 6063 -T5 ALUM. g/k /13 obert L Clerk, P.E. PE 139712 Structural IN E 1070 TECHNOLOGY OR'V! NCXCO1.L FL 34275 P.O. BOX 1529 NCKOMIS, FL .34274 O OUTSWING THRESHOLD 605.3-T5 ALUM. Revsd 651 F.K. Arad By: F.K. Orrmn F.K. 3,000 Dote. 1/17/03 1}OtR 9/9/02 9/9 /02 Sealeq/1We: FD -101 Scnso: NTS ReMeone: O -NO CHG THIS SHT ftevts,ons: C — NEW SHT Descr an: EXTRUSIONS PROFILES, DOORS ALUMINUM FRENCH DOOR W/ SIDELITES Sheet: 6 a 8 as restptims Ida Ow rift* 11.1614 Cade Aoispisact rapincies Ott. Drawing Na 9 72 Rev: D 4.000 O DOOR PANEL HEAD & SILL 6063 -T5 ALUM. .050 1-- -1.750 --( 1.620 .250 - I- (-;" WEATHER STRIP CHANNEL 6063 -T5 ALUM. 4.100 .125 1.750 DOOR PANEL JAMB 2 6063 -T5 ALUM. - I.750L T TRUSS CLAMP 1 6063 -T5 ALUM. 1.500 1.272 4.100 1.750 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 ALUM. 4.675 4.675 1 _1.750- 1 4.100 DOOR PANEL, 9 EXTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 1.480 -- .050 fG O 6 FRAME JAMB 6063 -T5 ALUM. 4.586 SIDEUTE BOTTOM RAIL 7 6063 -T5 ALUM. 3.100 F 3.100 i .830 I— .050 .750 2.980 O SIDEL!TE JAMB ADAPTER 40 6063 -T5 ALUM. 5.459 .062 - --11 -- 1.800 SIDELJTE HEADER 1/4 6063 -T5 ALUM. .075 1.7 z (//7( Robert L Clark, P.E. PE #39712 Structure! 1.479 1070 TECHNOLOGY DRIVE NCK0 4 S. FL 34275 P.O. BOX 1529 NOKOMIS. Fl. 34274 .062 Rovad e> Doty. F.K. 1/17/03 Rsvad 9y: Dote: F.K. 9/9/02 Orawn ey pafa. F.K. 9/9/02 rrCa: 1.578 .890 3O SIDEUTE JAMB 5 6063 -T5 ALUM. 3.000 tea: C —NEW SHT PRODUCT REtiEwv ms/ *ids 1st Flerid. 194.60.6 Cede !. C lu► .+olo, Description: EXTRUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W1 SIDELITES Sedo;luodal: Sc ela: Sheet: Drawing No. Rsv: FD -1o1 NTS 7 or 8 972 D 1 1.500 •: • .• i . i WWK. : r • 1x MOOD BUCK (SEE NOTE 3) _ t � 4. 1/4" TAPCON (SEE NDTE ') TYP. HEAD TYP. JAMB 1/4' TAPCON (SEE NOTE 1) MU NN I t.SQI • • •:1 • �+ s i • TYP. SILL j14 PANHEAD 11.11111 1.500 TYP, SILL .250 MAX. 2x WOOD (SEE NOTE Bbl 114 FLATHEAD TYP. HEAD TYP. JAMB /SIDELITE 1.500 • .• • •• • .250 --{ h-- 1x WOOD BUCK AJAX. (SEE NOTE 3 ) TYP. JAMB j12 FLATHEAD JAMB (SEE NOTE .3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 1.500 `•' • '!.'''. N •.• • .11' • • e • ; I TYP. SIDELITE SIL1�. 1x WOOD NOTE ) Rcbirt L Clark. P.E. •PE /39712 Structural 4 �.•t `a • •• 4 , • • . r 1.500 TYP. SIDELITE HEAD 1/4' TAPCON (SEE NOTE 1) NOTES; 1. USE ONLY UW I —DADE COUNTY APPROVED ELCO OR 17W TAPCONS. 2. INSTALLATION OF 2x WC)OD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 - P.O. Box 1529 NCICOUtS, FL 34274 .250 1 4" TAPCON SEE NOTE 1) Bawd @r )4. se F.K. R•vsd : MAX. F.K. Drovm D. B Description: ANCHORAGE nee: oat 1/17/03 Dele: 9/9/02 8/20/01 7 /112/99 1.500 2x WOOD BUCK (SEE NOTE 2) TYP. SIDELITE SILL I\ 114 FLATHEAD TYP. SIDELITE HEAD #14 PANHEAD Revisions: 0 -NO CHC THIS SHT Rsrfaior u C—ADO NOTES R444.1one: 8 —PER LETTER 8/17/01 2x 11000 BUCK (SEE NOTE 2) .250 MAX PRODUCT AP.NEWZD eao./bi.s Offs 61 Florida Nadia( Ca* • Daar /m Dr t ai sa ; telrialos 2 ,C3 Fi�lod ALUMINUM FRENCH DOOR W/ SIDELITES Serieg lNodet Sccde: 5!».L• Decrying No. Rev FD -1o1 NTS 8 0a 8 9 72 D