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WINDOWS/ DOOR PERMIT
Da4 Type Insp'n Permit No. Name Address Company Phone # For Inspector Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request ime P CONTRACTOR New Construction Name 5 40,v°7 / 40,;v SeieveK 6 License No. efz 0 re Iii S / 1 5t i Home Telephone 3 C-. 71&.-&-/S3 Address ate/ Ng /S A v xfra ( a 3 3/ 7 y Repair Telephone 30 {, 73 , / ,. 1 ,. 7 , Fax ; • vit ? yy Qualifier Name g bi i4.410 s # PROPERTY OWNER New Construction Name /4/C ce SeieveK 6 Addr /, it/Lc eY7 ' s' Cel- Aieilj ,/ 1 rilbai , & 33/ jt A Home Telephone 3 C-. 71&.-&-/S3 Business Telephone Repair Fax Address `/p M/ r4 y . /i /Ile ENGINEER New Construction Name Ai • % ®.,rm c Alteration Exterior License No. / '/32 1 Repair Address `/p M/ r4 y . /i /Ile /-14//04 , # Telephone Relocation of Structure Fax g a .L/ 16° r .v.y 4 / Foundation Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Lot Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. ,Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: /// NO %Z N1 Address Apt. Folio Number /1 - 32 05 - 62 7 642 0 Block 3 Subdivision F'✓L/ PB PG Current Use of Property Re' JAW & Proposed Use of Property / E kifelVe • Tenant Information 3 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 /19iA / City Ste/• State Er )/ e// %2O' PERMIT APPLICATION Master Permit No. Subsidiary Permit N • c Sf Description of Work C be S ii/ 7Z. 3.3/3 Zip Zoning Linear Feet Square Feet Units ° - Floors Value of Work � ¶ �/ Bldg Value Tax Assessed/Appraised Value 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 (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°` Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Ignature of - State o Flo STATE Signature of Print Name ORI om to and subscribed before me this SEAL: otary Publi OUNTY OF MIAMI -DADE lP ,Irt / d OFFICIAL NOI At. = l � , ANGELA M BEECKER 4/ r. q * ^..OM'..lISSION NUMBER 3 e cr) ' - cc CC786697 c tf N ExvlA�s Personally known V O_p edid y c Type of Identification Produced: Signature of Contractor Qualifier g/C,E o 3/--6 SEAL: PERMIT APPLICATION STA ._: 0 ID COUNTY OF MIAMI -DADE ry "� " ` BECKE3t O 1P ANG L If-1/11 * COMMISSION NUMBER - -`� Q CC706697 �` .. . w.uISSION EXPIRES al tO Ff w N OV 2 Personally known OR P roduced Id Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPF. Dryer Q'1'1'. TYPE Outlet, Appliance QTY. Tl'1'I: Service Repair Q'I 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 Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/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. TYPE, Condensate Drain QTY. TYPE - Generator QTY. TYPE': Refrigeration, Tons (1 rY. 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 PLUMBING TYPE A/C Condensate QTV'. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit Q 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 DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural f A 7�'1 '' Building Official - 71-7_71../ Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 3)D $3o0 Notary $ Asa pd ?b Aa O ( • s 9 REVIEWED AND PREPARED BY: (¢.005 /sq.ft.) (¢.01 /sq.ft.) TOTAL PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) DATE: 'CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1251 M Printed: 7/19/2002 Applicant: AMY rn Owner: SALZVERG l � JOB ADDRESS: 1116 NE 92 Contractor SHANCO CONSTRUCTION COMPANY Contractor's Address: 20141 NE 21 AVE 0 Local Phone: Parcel # 1132050270420 Fees: Description FEE2002 -3921 Building Fee FEE2002 -3922 CCF FEE2002 -3923 Buildier's Bond FEE2002 -3924 Notary Fee Total Fees: Amount $310.00 $12.00 $300.00 $5.00 $627.00 Total Fees: $627.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: SALZVERG AMY ST Legal Description: BAY LURE PB 44 -63 LOT 3 Work: CHANGE SLIDERS TO WINDOW & FRENCH DOOR If there is no permit package accessible on the job -site for in�.•o-�� -� fee is $50.00, which mulct tir ^w • 1/11/2003 Construction Value: $2,000.00 AMY J. BENES- SALZVERG 1116 N.E. 92 STREET MIAMI SHORES, FL 33138 Pay to the Order of Fo 1 NATIONSBANK OF FLORIDA, N.A. r Date 6 3 100 2 7 ?1: L46381.59890 18 1882 o s%77 , 0 a Secures features ndeaad. Meads on pack. Building Permit rify, there will be no inspections. Re- inspection tion. �-- 'IN.PRESSIM" 3Y. ie equipment or device described in the application herefor in strict compliance with all vith any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or if the plans are changed without *or or builder named above assumes the responsibility for a thorough knowledge of the is or in the statements or specifications and that he assumes responsibility for work done BY: Page 1 of 1 BLK 3 LOT SIZE 75.000 X 125 OR ompliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either I I 31 d R °14 9 Prc?c ' s i lEngirsr #14327 J /'i L L V G R V ft G J 1 V G I `� V G I 0 Z ® 430 HOUDAY DRS, HALLANDALE, FL. 33009 1118 N.E. 92nd. STREET, MIAMI SHORES, FLORIDA 33138 DATE JUNE. 2002 SCALE 1/4 "- 1'--0" BY CAW. DWG JU -0289 s*1r A -1 4 • • ••• • RDAOVE EXISTING WINDOWS & FRAMING EXISTING CONDITIONS (WINDOWS) :ALE: 1/4"=1'-O" ;ALE: 1 /4 " =1' -0" 0 X O 0 03 16 "EX. EXIST. 17" TIE -BEAM r 8' -10" EXIST. 8' -10" SUDING EXIST. STL. POSTS (TO REMAIN) 10' -2 10' - 2 ° BLOCK, W/ LADDER REINF. EVERY • COURSE OF BLOCK, EXTEND 1 45 BAR FROM X. FTG. TO UNDERSIDE OF 11E-BEAM IN CONC. FILLED CELL ® 48" O.C., DOWEL • EPDXY SET, 6" MIN. ROPOSED IMPROVEMENTS 6" STEP; (EXTERIOR) ER OPENING 6" 6' -0" EXIST. 6' -0" SUDING 25' -8" 5' -0" 6' - 6" A-12 (4)43.00 W/P.GFl. + (- )45.06 EXIST. INTERIOR CLG. HGT.= 8 1 ° AF.F., APPROX. / EXIST. WINDOW /DOOR HGT.= 6'- 8 "A.F.F., APPROX. R OPENING 18" In 5'x5'WINDOW (S. HUNG) In N`\ NOTES: A -10 A EXIST. STL POSTS (TO REMAIN 1. FOR EXIST. STL POSTS THAT FALL 17 /IN THE 8 FOR:YED CCNC. COLU:4NS, EX. POSTS SHALL BE PRIME PAINTED FOR PROTECTION FROM CONC. (FIELD COORD.) 2. EXIST. 17 11E -BEM SHALL BE CUT 5 OVER ALL NEW OPENINGS, EXIST. 12 BEAM TO REEMAIN A-10 CONC. LANDING 10 tor (2) 3 FR. DOORS - 8 x8" CONC. FORMED COLUMN W/ (1) 45 BAR VERT., DOWEL & EPDXY SET, 6 MIN. l 6 EXIST. ROOF (NO IMPROVEMENTS) -0" 6' -8" 8' -10" EXIST. 8' -10" SUDING EXIST. 17" CONC. TIE BEAM SPAN TO REMAIN, SEE NEW IMPROVEMENTS BELOW 9' -0" ASSUMED EXIST. CIRCUITS #10,12, SERVICE THIS AREA. CONTRACTOR SHALL ADJUST CIR. WIRING AS DEEMED NECESSARY EXIST. 17 11E-BEAM L STUCCO FINISH TO MATCH RESIDENCE 3' -0" (+)41.50 -44.16 W /PpL A 8" FORMED CONC. COLUMN (SEE NOTE 1 ABOVE) 2' -8" - 1 EXIST. CLG. TO REMAIN 10" 1 "x3" FlRESTOP (TYP.) 8* L. SWITCH TO INTERtOR HI -HATS UNDERSIDE OF EXIST. CONC. TIE -BEAM 1/2" GYP. BOARD ON 1"x2" P T. FURRING SIPS W -4.2 FAN -FOIL) INSULATION (PAINT PER OWNER'S SPECS.) a a w 0. 0 1 ° x4" BASE \ MOULDING CONC. STEP -UP, INSIDE RESIDENCE, PROVIDE 1 .5 \BAR CONT. ALONG PERIM. 4 r 7. 10�11J GfJC�J I GENERAL NOTES : fil SCALE : N.T.S. • • • • • • • • • • • • ; • EXIST. CONC. .TEE -B 1 • • WALL SECTION! A -A • • • • • • • • • • • • • • • • ••• • • • • • • • • • .•• . • • • • • ••. TO REMAIN •• I • • • •• ••• •• • • • • I • • • • • ••• •• 8 "x1 CONC. BLOCK WALL (TYPi W/ LADDER TYPE HORZ. REINF. (2) COURSES (TYP.) ADD 1 #5 BAR IN 8" OF CONC. ALONG LOCATIONS AS INDICATED (CONC. TO BE 3,000 PSI., SEE NOTES) 5/8" STUCCO (2 COATS) ON 8 " CONC. BLOCK WALL IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING EXIST. CONC. REINF. FTC. (TO REMAIN) REVISIONS 07 -08 -02 AS PER CITY 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI 0 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 4. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FR DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. 5. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI/4 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. BY C.R.W. 4 STUCCO CONC. BEAM TAPCONS (SEE NOTE) P.T. WD. BUCK • DOOR BUCK : • ND. BUCKS ATTACHED WITH TAPCONS, 3/16''x2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) do MAX. 13" O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". • WINDOW BUCK : • D. BUCKS ATTACHED W/ POWER AC1UATED NAILS 0 4' FROM ANY CORNER • O.C. FOR REMAINING. WINDOWS ANCHORED TO BUCK W/ 3/16' TAPCONS, • EMBEDMENT 1 1/4" TYPICAL SASH DETAIL SCALE: N.T.S. 1/2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. INSTALL 1"x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB (EA. SIDE) ANCHOR SCREW (TYP.) HEAD (JAMB SIMILAR) PLASTIC LAMINATE FIN. OR MARBLE SILL SET IN ADHESIVE EPDXY _SILL 1/2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. TYP. DOOR W/ WEATHERSTRIPPING 3' MIN. CONC. BEAM OR UNTEL DOOR INSTALLATION DETAIL • FRAMES TO BE WOOD (U.O.N.) SCALE : N.T.S. • ••• • 1/2" GYP. BOARD ON 1 "x2" FURRINS . • � • • STRIPS 0 16' O.C. (TYP.) • • • • • • • • • • • • • • ••• • INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON EC •SITE • • •• 2'x4" P.T. WD. BUCKS ATTACHED WfH TAPCOSS, • • 3/16`x2 3/4 ". SPACED 7' FROM TOP ANI) • • • • • • ••• • • BOTTOM CORNERS (EDGES) & MAX. 13' O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". LOCATION OF WORK DINING AREA LMNG ROOM COVERED PORCH • • • . • • • •• •• " • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • ••• ENTRY • •• 4100 •• REAR R ESIDENCE wEr BAR KITCHEN CLOSET I BATH • • • • • • • • • BEDROOM O U • • • • • • • ••• • • • • FRONT RESIDENCE RESIDENCE SKETCH SCALE : N.T.S. MASTER BEDROOM MASTER BATH GARAGE REVISIONS 07 -08-02 AS PER CRY BY C.R.W. sign, Z 1 T 1 Registered Professional Eny""r 1114327 J h LL V L IN V IN L J I V L I V # L 1 V 1]A1E JUNE. 2002 SCALE 1/4-1' -0" BY C.R.W. awc JU -0289 sHT A -2 4 STUCCO CONC. BEAM TAPCONS (SEE NOTE) P.T. WD. BUCK • DOOR BUCK : • ND. BUCKS ATTACHED WITH TAPCONS, 3/16''x2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) do MAX. 13" O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". • WINDOW BUCK : • D. BUCKS ATTACHED W/ POWER AC1UATED NAILS 0 4' FROM ANY CORNER • O.C. FOR REMAINING. WINDOWS ANCHORED TO BUCK W/ 3/16' TAPCONS, • EMBEDMENT 1 1/4" TYPICAL SASH DETAIL SCALE: N.T.S. 1/2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. INSTALL 1"x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB (EA. SIDE) ANCHOR SCREW (TYP.) HEAD (JAMB SIMILAR) PLASTIC LAMINATE FIN. OR MARBLE SILL SET IN ADHESIVE EPDXY _SILL 1/2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. TYP. DOOR W/ WEATHERSTRIPPING 3' MIN. CONC. BEAM OR UNTEL DOOR INSTALLATION DETAIL • FRAMES TO BE WOOD (U.O.N.) SCALE : N.T.S. • ••• • 1/2" GYP. BOARD ON 1 "x2" FURRINS . • � • • STRIPS 0 16' O.C. (TYP.) • • • • • • • • • • • • • • ••• • INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON EC •SITE • • •• 2'x4" P.T. WD. BUCKS ATTACHED WfH TAPCOSS, • • 3/16`x2 3/4 ". SPACED 7' FROM TOP ANI) • • • • • • ••• • • BOTTOM CORNERS (EDGES) & MAX. 13' O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". LOCATION OF WORK DINING AREA LMNG ROOM COVERED PORCH • • • . • • • •• •• " • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • ••• ENTRY • •• 4100 •• REAR R ESIDENCE wEr BAR KITCHEN CLOSET I BATH • • • • • • • • • BEDROOM O U • • • • • • • ••• • • • • FRONT RESIDENCE RESIDENCE SKETCH SCALE : N.T.S. MASTER BEDROOM MASTER BATH GARAGE REVISIONS 07 -08-02 AS PER CRY BY C.R.W. STUCCO CONC. BEAM TAPCONS (SEE NOTE) P.T. WD. BUCK TAPCONS (SEE • DOOR BUCK : • ). BUCKS ATTACHED WITH TAPCONS, • 2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) & MAX. 13" O.C. FOR =MAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". ^. NDOW BUCK : 1. BUCKS ATTACHED W/ POWER ACTUATED NAILS 0 4" FROM ANY CORNER • O.C. FOR REMAINING. WINDOWS ANCHORED TO BUCK W/ 3/16" TAPCONS, • EMBEDMENT 1 1/4" MIN. 4" CONC. SILL STUCCO 8" C ONC. BLOCK TYPICAL SASH DETAIL SCALE: N.T.S. 1(2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. INSTALL 1"x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB (EA. SIDE) ANCHOR SCREW (TYP.) HEAD (JAMB SIMILAR) PLASTIC LAMINATE FIN. OR MARBLE SILL SET IN ADHESIVE EPDXY SILT, 1 ('2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. TYP. DOOR W/ WEATHERSTRIPPING 3" MIN. SCALE : N.T.S. CONC. BEAM OR UNTEL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" O.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE 2 "x4" P.T. WD. BUCKS ATTACHED WITH TAPCONS, 3/16 "x2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) & MAX. 13" O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS. MIN. EMBEDMENT SHALL BE 1 1/4 ". • FRAMES TO BE WOOD (U.O.N.) DOOR INSTALLATION DETAIL REVISIONS BY s�ryed / 1 " T 1 Registered ProtesetoeaI Engineer #14327 fa► Y G IN V IN L. v G 11 V G 1 V III DATE JUNE, 2002 SCALE 1 /4 " -1' -0" BY C.R.W. DWG JU -0289 sHr. A -2 STUCCO CONC. BEAM TAPCONS (SEE NOTE) P.T. WD. BUCK TAPCONS (SEE • DOOR BUCK : • ). BUCKS ATTACHED WITH TAPCONS, • 2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) & MAX. 13" O.C. FOR =MAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT SHALL BE 1 1/4". ^. NDOW BUCK : 1. BUCKS ATTACHED W/ POWER ACTUATED NAILS 0 4" FROM ANY CORNER • O.C. FOR REMAINING. WINDOWS ANCHORED TO BUCK W/ 3/16" TAPCONS, • EMBEDMENT 1 1/4" MIN. 4" CONC. SILL STUCCO 8" C ONC. BLOCK TYPICAL SASH DETAIL SCALE: N.T.S. 1(2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. INSTALL 1"x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB (EA. SIDE) ANCHOR SCREW (TYP.) HEAD (JAMB SIMILAR) PLASTIC LAMINATE FIN. OR MARBLE SILL SET IN ADHESIVE EPDXY SILT, 1 ('2" GYP. BOARD ON 1 x2" FURRING 0 16" O.C. TYP. DOOR W/ WEATHERSTRIPPING 3" MIN. SCALE : N.T.S. CONC. BEAM OR UNTEL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" O.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE 2 "x4" P.T. WD. BUCKS ATTACHED WITH TAPCONS, 3/16 "x2 3/4 ", SPACED 7" FROM TOP AND BOTTOM CORNERS (EDGES) & MAX. 13" O.C. FOR REMAINING. DOOR FRAME TO BUCK ATTACHED W/ WD. SCREWS. MIN. EMBEDMENT SHALL BE 1 1/4 ". • FRAMES TO BE WOOD (U.O.N.) DOOR INSTALLATION DETAIL REVISIONS BY 18" REMOVE EXISTING WINDOWS & FRAMING 8' -10" EXIST. 8' -10" SUDING 6" 6' -0" EXIST. 6' -0" SUDING 6" 8' -10" EXIST. 8' -10" SUDING EXIST. CLG. TO REMAIN 10" 1'x3" FIRESTOP (TYP.) UNDERSIDE OF EXIST. EXIST. CONC. 11E -BEAM REVISIONS BY • C. BLOCK, W/ LADDER REINF. EVERY • OURSE OF BLOCK, EXTEND 1 #5 BAR FROM EX. FTG. TO UNDERSIDE OF TIE -BEAM IN C. FILLED CELL 0 48" O.C., DOWEL • EPDXY SET, 6" MIN. 16 "EX. SCALE: 1 /4 " =1' -0" EXIST. 17" 11E—BEAM r A -10 7" STEP (EXTERIOR) EXIST. STL POSTS (TO REMAIN) 10' -2" =XISTIN(G CONDITIONS (WINDOWS) SC ALE: 1 /4 " =1' -0" 10' -2" PROPOSED IMPROVEMENTS 10" BEAM OVER OPENING 1 25' -8" 5' -0" s'xs'wINDOW A (SLIDER) EXIST. STL POSTS NOTES: (TO REMAIN) 1. FOR EXIST. STL. POSTS THAT FALL W /IN THE 8" FORMED CONC. COLUMNS, EX. POSTS SHALL BE PRIME PAINTED & TAR PAPER WRAPPED FOR PROTECTION FROM CONC. (FIELD COORD.) 6' -6" A (+)43.00 W /P.GFI. 1 (- 345.08 2. EXIST. 17" TIE -BEAM SHALL BE CUT 7" OVER ALL NEW OPENINGS, EXIST. 10" BEAM TO REMAIN A -10 EXIST. ROOF (NO IMPROVEMENTS) V 10" BEAM OVER OPENING 18" r a Imo` EXIST. 17 CONC. TIE BEAM SPAN TO REMAIN, SEE NEW IMPROVEMENTS BELOW 6' -0" 9' -0" 8 "x8" CONC. FORMED COLUMN W/ (1) #5 BAR VERT., DOWEL & EPDXY SET, 6" MIN. 6' -8" aleo i (+)41.50 (- 344.16 P (2) 3 FR. DOORS CONC. LANDING A -10 ASSUMED EXIST. CIRCUITS #10,12, SERVICE THIS AREA, CONTRACTOR SHALL ADJUST CIR. WIRING AS DEEMED NECESSARY EXIST. 17' 11E—BEAM L STUCCO FINISH TO MATCH RESIDENCE 8" FORMED CONC. COLUMN (SEE NOTE 1 ABOVE) 3' -0" a 2' -8" 1 8 " 1/2" STRIPS W /R- 4 FOIL) II'ISULATION FURRING STT (PAINT PER OWNER'S SPECS.) L SWITCH TO INTERIOR HI -HATS CONC. T1E -BEAM 1 "x4" BASE MOULDING a GENERAL NOTES : WALL SECTION A -A SCALE : N.T.S. 8'x16" CONC. BLOCK WALL (TYP.) W/ LADDER TYPE HORZ. REINF. EVERY (2) COURSES (TYP.) ADD 1 #5 BAR IN 8" OF CONC. ALONG LOCATIONS AS INDICATED (CONC. TO BE 3,000 PSI., SEE NOTES) 5/8" STUCCO (2 COATS) ON 8" CONC. BLOCK WALL IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING EXIST. CONC. REINF. FTG. (TO REMAIN) 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDRIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF NE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI 0 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM —A 615. 4. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. 5. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. • —8" OPENING si g,/ r Registered Professional knee. �t X27 1116 N.E. J H L L Y L I[ V 1[ G J 1 V G 1 V L L I D Z a 430 HOLIDAY DRIVE. HALLANDALE. Fl. 330092nd. STREET, MIAMI SHORES, FLORIDA 33138 DATE JUNE. 2002 SCALE 1/4 " - BY 0,R.w. DWO JU -0289 SHT A 18" REMOVE EXISTING WINDOWS & FRAMING 8' -10" EXIST. 8' -10" SUDING 6" 6' -0" EXIST. 6' -0" SUDING 6" 8' -10" EXIST. 8' -10" SUDING EXIST. CLG. TO REMAIN 10" 1'x3" FIRESTOP (TYP.) UNDERSIDE OF EXIST. EXIST. CONC. 11E -BEAM REVISIONS BY • C. BLOCK, W/ LADDER REINF. EVERY • OURSE OF BLOCK, EXTEND 1 #5 BAR FROM EX. FTG. TO UNDERSIDE OF TIE -BEAM IN C. FILLED CELL 0 48" O.C., DOWEL • EPDXY SET, 6" MIN. 16 "EX. SCALE: 1 /4 " =1' -0" EXIST. 17" 11E—BEAM r A -10 7" STEP (EXTERIOR) EXIST. STL POSTS (TO REMAIN) 10' -2" =XISTIN(G CONDITIONS (WINDOWS) SC ALE: 1 /4 " =1' -0" 10' -2" PROPOSED IMPROVEMENTS 10" BEAM OVER OPENING 1 25' -8" 5' -0" s'xs'wINDOW A (SLIDER) EXIST. STL POSTS NOTES: (TO REMAIN) 1. FOR EXIST. STL. POSTS THAT FALL W /IN THE 8" FORMED CONC. COLUMNS, EX. POSTS SHALL BE PRIME PAINTED & TAR PAPER WRAPPED FOR PROTECTION FROM CONC. (FIELD COORD.) 6' -6" A (+)43.00 W /P.GFI. 1 (- 345.08 2. EXIST. 17" TIE -BEAM SHALL BE CUT 7" OVER ALL NEW OPENINGS, EXIST. 10" BEAM TO REMAIN A -10 EXIST. ROOF (NO IMPROVEMENTS) V 10" BEAM OVER OPENING 18" r a Imo` EXIST. 17 CONC. TIE BEAM SPAN TO REMAIN, SEE NEW IMPROVEMENTS BELOW 6' -0" 9' -0" 8 "x8" CONC. FORMED COLUMN W/ (1) #5 BAR VERT., DOWEL & EPDXY SET, 6" MIN. 6' -8" aleo i (+)41.50 (- 344.16 P (2) 3 FR. DOORS CONC. LANDING A -10 ASSUMED EXIST. CIRCUITS #10,12, SERVICE THIS AREA, CONTRACTOR SHALL ADJUST CIR. WIRING AS DEEMED NECESSARY EXIST. 17' 11E—BEAM L STUCCO FINISH TO MATCH RESIDENCE 8" FORMED CONC. COLUMN (SEE NOTE 1 ABOVE) 3' -0" a 2' -8" 1 8 " 1/2" STRIPS W /R- 4 FOIL) II'ISULATION FURRING STT (PAINT PER OWNER'S SPECS.) L SWITCH TO INTERIOR HI -HATS CONC. T1E -BEAM 1 "x4" BASE MOULDING a GENERAL NOTES : WALL SECTION A -A SCALE : N.T.S. 8'x16" CONC. BLOCK WALL (TYP.) W/ LADDER TYPE HORZ. REINF. EVERY (2) COURSES (TYP.) ADD 1 #5 BAR IN 8" OF CONC. ALONG LOCATIONS AS INDICATED (CONC. TO BE 3,000 PSI., SEE NOTES) 5/8" STUCCO (2 COATS) ON 8" CONC. BLOCK WALL IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING EXIST. CONC. REINF. FTG. (TO REMAIN) 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDRIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF NE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI 0 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM —A 615. 4. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. 5. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. • —8" OPENING DESIGN LOAD CAI ;CITY - PSF • SERIES -2 i . •' ALUMINUM SINGLE IIi!NG WINDOWS (1 O\ __ :. I ) ENDOW DIMS. DS T3 -ANN. GLASS 3/ ; 8" -ANN. GLASS G . 7 HEIGHT EX ■ INT. INT. 19 -I, • 26 -1/2" 37' 5 ,/8 26" (3 63.3 66.7 5 .. 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 • 80.0 90.1 1:= "1' 26 - - 1 /2 37" 53 -1/8 '5 - -3/8" ( t::.- 66.7 30.0 121.4 63.3 66.7 80.0 121.4 63.3 5:-.7 80.0 7.6 61.3 611 • 76.8 19 -i/8" 26 -1.• 2 " 37 53 -1/8 50 -5/8" (5, r- -,, 66.7 '0.0 121.4 63.3 66.7 s; . 3 121.4 63.3 66.7 80.0 104.1 50.0 50.0 62.6 62.6 • 19 -1/8" 26 -1/2" 37" 53-1/8 57" (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 65.6 80.0 98.3 - - 57.9 57.9 19 -1/8' 26 -1/2" 37' 53-1/8 63" (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 58.7 58.7 80.0 89.0 - 54.5 54.5 19 -1/8" 26 -1/2" 37" - 74 -1/4" (6) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 - - 80.0 89.4 - - 50.0 50.0 DE NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ROLL FORMED ALUM GLAZING BEAD DSB -ANN. GLASS BEDDING COMPOUND SCHNEE MOREHEAD 5555 GLAZING OPTIONS ROLL FORMED ALUM GLAZING BEAD 3/16' ANN. GLASS 0 BEDDING COMPOUND SCHNEE MOREHEAD 5555 w N O 53 1/8' MAX. WINDOW WIDTH 9 5/8" MAX. D.L. OPG. (FIXED) DS :: - -ANN. GLA`;S ./ j/1. 48 1/16" MAX. D.L OPG. (VENT) 50 1/4" MAX. VENT N1DTH 6" MAX. TYP. Engr. OR. HUUAYOUN FAROOO STRUCTURES FU. PE f 16557 JUL CENTER ANCHOR 0 HEAD & SILL REOD. ON WINDOWS OVER 26 -1/2" WIDE ONLY TYPICAL ELEVATIONS TESTED UNITS 53 '9" MAX. WINDC •1 ■r#DTH 49 5/8" MAX. D.L. OPG. (FIXED) 48 1/16" MAX. D.L OPG. (VENT) 50 1/4" MAX. VENT WIDTH WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 3/18' ANN. GLf 8 / / / . ROL DIVS:Ofi CODE io 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, MUST 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. APPROVED AS COMPLYING WITH THE SOUTH 910121DA BU DA - - u BY PROD BUILDING'' tf1DE COMPLIANCE OFFICE ACEPTA4iCE NGrI -o�T� -n< CY ,O .-7 3 o N z p c.., 0 z Z z �I M z tsi A Q c0 2, 01 . acc a�rI � Y CJ E`` 1.1-1 D - J =eLa , 0 - • 1 (f Lt) 3 ~ ) C N 0 y 0 0 0 0 0 t.c if .o 0 0 c_ c drawing no. W99 --48 (sheet 1 of 3 ■ ,4'r'444*r.. 7YPICAL ANCHORS SEE E -' /. FOR SPACING 1/2' DRAIN NOTCH AT EACH END OF • SCREEN RETAINING LEG a —tor- 7 L 4. 1/8" SHIM AT EACH CORNER OF SCREEN TYPIC.'- 1 , ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. AN�HOR HOLDING CURR1 HT NOTICE OF ACCEF - 'ANCE. TYPICAL ANCHORS SEE ELEV. FOR SPACING .)OD BUCKS NOT B SECURITY WINDOWS, ; UST 5,,,!STAIN LO/'CS IMPOSED BY GL4Li NG SYSTEM AND TR /..: ISFER 'THEM TO THE BUILDING STRUCTURE. 18Y OR 28Y WOOD BUCK 01 - t INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. :TEM N0. 1 3 4 5 6 8 9 10 11 13 14 15 16 17 18 19 20 21 23 .PART NUMBER; ^1'kNTITY 050 -00 -367 n. -00 -375 C J0 -366 050 -GO -164 050 -00 -492 051 -00 -160 050 -00 -119 050 -00 -000 007 -10 -016 004 -00 -003 048 -00 -002 046 - 16-005 WV -8502 WV -2205 046 -16 -030 2 2 i0 --8.32 AS REQD. 050 -00 -000 AS REQD. 047 -00 -008 4 AS REQD. 2 AS REQD. AS REQD. AS REQD. AS REQD. 1/ JAMB 2 AS REQD. HEAD ^ILL • 0 \'"rf i0P VENT BOTTOM VENT SIDE OEET1NG RAIL FR M _ ,'-SSEMBLY SCREW VENT ASSEMBLY SCREW W00LPILE VENT SIDE r' :RYUC BASED GLAZING C0 'POUND SW : - F P LOCK 0 7" FROM EP:.'' ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN MESH SCREEN MESH ROLL VINYL BULB WEATHERSTRIPPING FLAP SILL Engr: DR. HUMMUN FAR000 STRUCTURES FLA. PE # 16557 MATERIALS UST DESCRIPTION BLOCK AND TACKLE BALANCE CLOSED CELL FOAM PAD ROLL FORMED GLAZING BEAD 3/8' MIN. TYP. GLASS BETE VENT WIDTH D.L. OPG. EXTERIOR WINDOW WIDTH D BY VINYL MAT ?1Af 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T5 ZAMAK VINYL MANF. /SUPLI ER,- 'L1RKS ALUMAX • ALL)! • - TIFTON ALUMAX TIFTON 7'. FCN AMESBURY 8 .. . • 5)x15 8 X 1" S!.45 SCI.• MOREHEAD 5555 MARBOL INTL OPTIONAL WIBORG WIBORG APPROVE AS COMPLYING W:TH THE SOUTH ULORIDA B Q NG C IE l' ., I4 PO' DIVISION WINDOW COMPONENTS PRODU BUILD:C CODE COMPLIANCE OFFICE � 'cc.?T NCE NO._ ' ►- 1'X2'X1/4" AT EACH CORNER ALUMINUM TYPICAL ANCHORS SEE CHART FOR SPACItIG 1/4" SHIM MAX. . z 3 p 0 z Z Z Z • Q ( 0 J - Q n M O M 0 cn E2 ZL` • UO EL W O < N N C 0 0 1 m m to 0 0 z F. O I� O v) cc Z L.I „,V) o z> co o 5 < ft - � ' - N J X4 w o W w c.� Y) a c V— w d w � � ( • • 0 drawing no. W99 -48 o f rn rn CO rn 0 0 c r 0 0 0 ,c T 1.199 2.177 2 FR A " __I;iEAL2 -�{ .812 -- { .062 1.387 1 r 1 1.187 1.637 1 .062 - E— VENT TOP RAIL 1.350 L.969 MEETING RAIL 1.109 I--- 2.125 1.625 - ---j -.062 I .a SI-2. L .938. 1 VENT BOTTOM RAIL 2.327 --1 1.000 1.833 i r 1375 L SASH SIDE RAIL 1 _12501 .062 2.125 L-1.375 FRAME JAMB FRAME TOP CORNER FRAME BOTTOM CORNER A Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 VENT TOP CORNER VENT BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH ORIDA B • ILDIN CODE DA BY r` k,_...___„. .....„...„...L. PRODU Cr Ol DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N 101 0 0 z 0 z J 0 z v) J 0 0 N w it L 6 c 0 ai 0 U N d T d 0 0 0 0 i 0 0 0 8 z 0 Z w P4 0 o a a� o N • W z 0 a >< ;c 1 N 0 rr 3 . • V) 4 C7 W r� W r f N 0 0 Z z � W Q Q ^ J C Z 4 ' 0 W o< ( 0 3 drawing no. W99 -48 1 'VI VV IiNIJU VV & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Series 230 French /Balcony Aluminum Swing Door System GENERAL NOTES: .1. PRODUCT APPROVAL DRAWINGS ARE BASED ON THE FOLLOWING TEST REPORT SERIES, BY THE CERTIFIED TESTING LABORATORIES: A. TEST REPORT NO. CTLA 136W -6. 12 /03 /96,REINFORCEMENT PACKAGE 'N'. . B. TEST REPORT NO. CTLA 136W -5. 12 /04 /96,REINFORCEMENT PACKAGE 'A'. C. TEST REPORT NO. CTLA 136W -4. 12 /07 /96,REINFORCEMENT PACKAGE 'B'. D. TEST REPORT NO. CTLA 136W- 1,2,3,12 /09 /96,REINFORCEMENT PACKAGE 'C'. SEE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES LISTED ABOVE. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME AND STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY. 3. GLASS TYPE REQUIREMENT: A. REINFORCEMENT PKG. 'N'- PROVIDE 1/8' TEMPERED GLASS, OR, 3/16' TEMPERED GLASS MINIMUM. B. REINFORCEMENT PACKAGES 'A','B', AND 'C'- PROVIDE 3/16' TEMPERED GLASS MINIMUM. -- 4. DOOR MINIMUM HARDWARE REQUIREMENTS: A. FOR DOORS WITH REINFORCEMENT PACKAGES 'N' AND 'A': 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE (1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -TWO (2) EACH DOOR PANEL. B. FOR DOORS WITH REINFORCEMENT PACKAGE 'B'I 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE (1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. . 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL. C. FOR DOORS WITH REINFORCEMENT PACKAGE 1. TITAN SERIES 730AX26 DCP KEYED ENTRY LOCKSET -ONE (1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. TITAN SERIES 780X26 DCP DEAD BOLT -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE -TWO (2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL. 5. PROVIDE .350' X .300' NOMINAL WEEP HOLES @ 1/2' FROM EACH END OF EACH PANEL THRESHOLD, WEEPING TO THE EXTERIOR, WITH OPEN CELL FOAM PADS. 5. MINIMUM GLASS BITE REQUIRED AS FOLLOWS: TYP. GLASS BITE AT DOOR PANEL = 3/8' ALL SIDES. TYP. GLASS BITE AT FIXED SIDELITE = 1/2' ALL SIDES. . ALL STRUCTURAL FRAMING MEMEBERS ARE ALUMINUM ALLOY 6063 -T6. MIAMI, DADE COUNTY APPROVED SHUTTERS ARE REQUIRED FOR INSTALLATION OF THESE BILL. C]F' MA NO. PART NO. 2 SW28615 SW28616 3 GV36572 4 5 6 7 8 9 1 0 11 12 13 14 15 16 GV36571 _ GV34601 GV36570 GW36570 GW31826 GV36573 GV305E2 SW27646 GV34808 STEEL STEEL STEEL 26 1/4' DIA. STEEL 17 1225 1/8' GLAZING CHANNEL, VINYL 18 1226 3/16' GLAZING CHANNEL, VINYL 19 GLASS 20 21 GLASS 4037 22 3033 23 GE1002 24 DP -750 25 #14 PAN HEAD S.S. SMS X 1 1/2' PENETRATION 27 SER 400 28 SER 630 29 SER 7:i0 TITAN 730AX26 DCP LOCKSET 1 /ACTIVE LEAFREINF PKG 'C' 30 SER 780 31 ALUM. TITAN 780AX26 DCP DEAD BOLT I /ACTIVE LEAF,REINF PKG 'C' TM STD. BUTT HINGES*37888 V/ *37889 32 STEEL 33 34 35 STEEL 36 37 38 STEEL STEEL STEEL STFFI STEEL 39 STE5 DESCRIPTION FRAME HEAD X AL 6063 -T6 FRAME SILL X AL 6063 -T6 FRAME JAMB X AL 6063 -T6 HINGE STILE x 3' VIDE X AL 6063 -76 ASTRAGAL STILE X 4' VIDE X AL 6063 -T6 TOP RAIL X 3' WIDE X AL 6063 -T6 BOTTOM RAIL X 3' WIDE X AL 6063 -T6 RAIL W/S ADAPTER JAMB NESTING CHANNEL X AL 6063 -T6 EXTR. ALUM. SNAP -IN GLAZING CHANNEL ALUM FLUSH BOLTS <2 EA. DR. PANEL) EXTRUDED ALUM. ROD HOLDER 3/8' DIA. ROUND THREADED R01D(2 EA.PANEL) 3/8' HEX NUT (2 EA. THREADED ROD) 3/8' FLAT VASHER (2 EA. THREADED ROD) 3/8' LOCK VASHER (2 EA. THREADED ROD) 1/8' THICK FULLY TEMPERED GLASS 3/16' THICK FULLY TEMPERED GLASS ULTRAFAB CENTERFIN WOOLPILE WIBORG BULB VINYL WEATHERSTRIP SILICONE BACK BEDDING 3/4' PLASTIC HOLE PLUG COVER. TAPCON ANCHOR X 1 3/4' EMBEDMENT KWIKSET KNOB LOCKSET, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N','A','B' KWIKSET DEAD BOLT, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N','A','B' PRODUCT SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 BILL PKG. PKG. PKG. PKG. PKG. PKG. PKG. PKG. OF MA 'N', E 'N', DE • E 'A', DE • • EL • • DE • • EL • • DE X 1 1/2' SQUARE TUBE x 71 1 /2'LONG e LOCK STILE (PANEL HT. -21 5/8'). X 89' LONG € HINGE STILES (PANEL HT. -4 1/8') .070' X 1 1/2' SQUARE TUBE X FULL LENGTH TOP $. BOTT. RAIL. 1/8' X 1 1/2' X 3' RECTANGULAR TUBE X 92' LONG (PANEL HT -1 1/8') 1/8' X 1 3/8' X 2 3/4' X 1 3/8' CHANNELX 95 1/2' LONG (FULL HT.) 1/8' X 2' X 5/8' LEG X 4' LONG 'U' CHANNEL INSIDE VERIICAL MULLIONS, WELDED TO STEEL PLATE 1/8' X 2 3/4' X 12' 3/16' X 1 1/2' SQUARE TUBE X 89' LONG (PANEL HT. - 4 1/8') 3/16' X 1 1/2' X 3' RECTANGULAR TUBE X 92' LONG (PANEL HT. -1 1/8') 2 EA. 1/8' X 2 3/4' X 1 1/8' LEG X 95 1/2' LONG (FULL HT.) CHANNELS NESTED TO FORM TUBE SECTION. 40 ALUM. ANGLE SILL ADAPTER WITH 1 1/2' LEG. 41 SCREWS FRAME ASSEMBLY,*10X1'PJI.,O.H.,S.M.S. 1 € EA. SCREW BOSS. TYPICAL. UNITS. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Metro Dade Product Approval Index. SERIES 230 FRENCH DOOR GLASS TYPE AS NOTED FILE NO. PA99230 CONFIG. SEE ELEV. Sheet 1 OF 9 APPFZ❑\/AL INDEX TERIALS & GENERAL NOTES. LEVATIONS & ANCHOR INFORMATION. ETAILS AND COMPARATIVE ANALYSIS TABLE. LEVATIONS & ANCHOR INFORMATION. ETAILS AND COMPARATIVE ANALYSIS TABLE. LEVATIONS & ANCHOR INFORMATION. ETAILS AND COMPARATIVE ANALYSIS TABLE. LEVATIONS & ANCHOR INFORMATION. ETAILS AND COMPARATIVE ANALYSIS TABLE. Date: 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU!LOING CODE DATE_ 2' 2 0 BY '- PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I - 9 Q-2 02 (U In Zr Zr cu Zr N N - z CTYPJ E N 7 X N X S 4' (TYP) 4' CTYPJ J •1LLL1 L 36' 71 1/2' D.F. 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDEL-ITE EACH SIDE 14• )4HE P. AT I 1 I MAX � HEAD i SILL) \ W 1 f1 \ 1 UUrc 10 �. O 1 1 11 I III T } I I - 36' 4 37 7/16' , 36' — 109 7/16' MAX FR. WIDTH s JINULE DOOR 14' �G CT1fP. AT MAX. HEAD 1 SILL) L. 1 (U tn * � 7 7/8' TO HINGE 7 7/8' HINGE HT. TYP. 7 7/8' 7/8' P HINGE HT. TYP. TO HINGE 4=-1 I (TYP) N N aC E Q 1 4' (TYP) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 1 -CTYPJ 71'14' HEAD R I I I 1 MAX 1 SILL SINGLE DOOR 4 . ,KCTYP. AT J MAX IEAD lr SILL) 4' CTYPJ 37 7/16' MAX FRAME WIDTH .I II I III I I I I 36' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES . LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE .FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR. GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7, LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK —UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP, 11.. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', ' ❑X', 'XX', '0X0', OR 'OXXO' CONFIGURATI ❑NS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. N 5' Zr (U 5' 117 4' CTYPJ FLUSH BOLT DETAIL V /SINGLE STDELITE AT LOCK STILE I MAX Ac. (TYP. AT PJ 14' HEAD L SILL) 36' % 37 7/16' 73 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3' VIEWED FROM INTERIOR 2 Zr N 5' v CU Cu CTYPJ X S S t-- X 1 PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST REPORT NO: CTLA 136W - FILE NO.CONFIG. Sheet: Date: PA99230 SEE ELEV, 2 OF 9 10 -21 -99 DOUBLE DOOR 14 (TYP. AT MAX. HEAD 1. SILL) 4'— ()4TYPJ 4' CTYPJ 71 1/2' MAX FRAME WIDTH FALSE MUNTINS MAY BE APPLIED TO GLASS<TYP) 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4', 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK - UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTFIED TESTING LABORATORIES Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DArE_ 29 2 000 BY _15L`a-. LI,,,c PRRODUCr CONTROL DIVISION BUILDING COOE COMPLIANCE OFFICE :CCEPTANCE NO 2 — O 702.112 II 1 i ffi . \'1 —` 6 \ @ ZJ q--� 0 \� � X � \ & © / --T—'' \ i 1 o X o o u Q (U In Zr Zr cu Zr N N - z CTYPJ E N 7 X N X S 4' (TYP) 4' CTYPJ J •1LLL1 L 36' 71 1/2' D.F. 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDEL-ITE EACH SIDE 14• )4HE P. AT I 1 I MAX � HEAD i SILL) \ W 1 f1 \ 1 UUrc 10 �. O 1 1 11 I III T } I I - 36' 4 37 7/16' , 36' — 109 7/16' MAX FR. WIDTH s JINULE DOOR 14' �G CT1fP. AT MAX. HEAD 1 SILL) L. 1 (U tn * � 7 7/8' TO HINGE 7 7/8' HINGE HT. TYP. 7 7/8' 7/8' P HINGE HT. TYP. TO HINGE 4=-1 I (TYP) N N aC E Q 1 4' (TYP) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 1 -CTYPJ 71'14' HEAD R I I I 1 MAX 1 SILL SINGLE DOOR 4 . ,KCTYP. AT J MAX IEAD lr SILL) 4' CTYPJ 37 7/16' MAX FRAME WIDTH .I II I III I I I I 36' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES . LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE .FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR. GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7, LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK —UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP, 11.. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', ' ❑X', 'XX', '0X0', OR 'OXXO' CONFIGURATI ❑NS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. N 5' Zr (U 5' 117 4' CTYPJ FLUSH BOLT DETAIL V /SINGLE STDELITE AT LOCK STILE I MAX Ac. (TYP. AT PJ 14' HEAD L SILL) 36' % 37 7/16' 73 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3' VIEWED FROM INTERIOR 2 Zr N 5' v CU Cu CTYPJ X S S t-- X 1 PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST REPORT NO: CTLA 136W - FILE NO.CONFIG. Sheet: Date: PA99230 SEE ELEV, 2 OF 9 10 -21 -99 DOUBLE DOOR 14 (TYP. AT MAX. HEAD 1. SILL) 4'— ()4TYPJ 4' CTYPJ 71 1/2' MAX FRAME WIDTH FALSE MUNTINS MAY BE APPLIED TO GLASS<TYP) 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4', 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK - UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTFIED TESTING LABORATORIES Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DArE_ 29 2 000 BY _15L`a-. LI,,,c PRRODUCr CONTROL DIVISION BUILDING COOE COMPLIANCE OFFICE :CCEPTANCE NO 2 — O 702.112 II 6 \ @ ZJ \� & © / --T—'' \ i ❑ o X ❑ f4 ./I u Q (U In Zr Zr cu Zr N N - z CTYPJ E N 7 X N X S 4' (TYP) 4' CTYPJ J •1LLL1 L 36' 71 1/2' D.F. 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDEL-ITE EACH SIDE 14• )4HE P. AT I 1 I MAX � HEAD i SILL) \ W 1 f1 \ 1 UUrc 10 �. O 1 1 11 I III T } I I - 36' 4 37 7/16' , 36' — 109 7/16' MAX FR. WIDTH s JINULE DOOR 14' �G CT1fP. AT MAX. HEAD 1 SILL) L. 1 (U tn * � 7 7/8' TO HINGE 7 7/8' HINGE HT. TYP. 7 7/8' 7/8' P HINGE HT. TYP. TO HINGE 4=-1 I (TYP) N N aC E Q 1 4' (TYP) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 1 -CTYPJ 71'14' HEAD R I I I 1 MAX 1 SILL SINGLE DOOR 4 . ,KCTYP. AT J MAX IEAD lr SILL) 4' CTYPJ 37 7/16' MAX FRAME WIDTH .I II I III I I I I 36' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES . LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE .FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR. GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7, LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK —UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP, 11.. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', ' ❑X', 'XX', '0X0', OR 'OXXO' CONFIGURATI ❑NS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. N 5' Zr (U 5' 117 4' CTYPJ FLUSH BOLT DETAIL V /SINGLE STDELITE AT LOCK STILE I MAX Ac. (TYP. AT PJ 14' HEAD L SILL) 36' % 37 7/16' 73 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3' VIEWED FROM INTERIOR 2 Zr N 5' v CU Cu CTYPJ X S S t-- X 1 PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST REPORT NO: CTLA 136W - FILE NO.CONFIG. Sheet: Date: PA99230 SEE ELEV, 2 OF 9 10 -21 -99 DOUBLE DOOR 14 (TYP. AT MAX. HEAD 1. SILL) 4'— ()4TYPJ 4' CTYPJ 71 1/2' MAX FRAME WIDTH FALSE MUNTINS MAY BE APPLIED TO GLASS<TYP) 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4', 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK - UP. ADDITIONAL CLUSTERS OF THREE <3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB: CERTFIED TESTING LABORATORIES Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DArE_ 29 2 000 BY _15L`a-. LI,,,c PRRODUCr CONTROL DIVISION BUILDING COOE COMPLIANCE OFFICE :CCEPTANCE NO 2 — O 702.112 French Door With Side lites Frame Size XX Configuration = ')OCO` 17 SAL Width 18' S/L Width 24 - 5/L Width 36' S/L Width 1 5/8' Sill 1 5/8" Sill 1 5/8" Sill 1 5/8' Sill Width x Height +Op -Dp +Op -Op +Op -Op +Op -Op 5'47 x 6' 53.3 - 722 53.3 - 722 53.3 -68.5 48.9 -55.9 5-6 x 6' 53.3 - 62.0 53.3 - 62.0 53.3 -62.0 47.0 -53.8 641 x 6'-8' 53.3 - 48.2 53.3 - 48.2 53.3 - 482 45.3 -482 6'- 6' x 6'-8' 53.3 41.8 53-3 -31.8 51.5 -31.8 43.9 -31.8 7-0' x 63' 63.3 - 21.8 53.3 -21.8 49.8 -21.8 42.6 -21.8 5'47 x 8'4' 432 -58.9 37.5 - 49.5 33.3 -42.7 27.7 -33.9 S-0 x 8-0' 40.7 -63.3 35.6 -47.2 31.8 - 40.9 26.6 -32.8 6%0' x 8-0' 38.5 -482 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Siderrtes Frame Size XX Configuration = 'OXXO' 12' S/L Width 18' S/L Width 24' SAL Width 36' SAL Width 1 5/8' Sill 1 518' Sill 1 518' Sill 1 5/17 52 Width x Height + Op -Op +Op -Do +Op -Op +Op -Op 5-0" x 6'-8' 53.3 - 722 53.3 -72.2 53.3 -68.6 48.9 -55.9 5'S" x 6'3' 53.3 520 513 - 62.0 53.3 -620 47.0 -53.8 6-0' x 6-8' 53.3 -482 53.3 -48.2 53.3 -482 45.3 -4.8.2 6'- 6' x 6'3' 53.3 -31.8 53.3 -31.9 51.5 -31.8 4.3.9 -31.8 7-0" x 63' 53.3 - 21.8 53.3 - 21.9 4.9.8 -21.8 42.6 -21.8 5'-0' x 8'-0' 432 58.9 37.5 -4.9.5 33.3 -42.7 27 -.7 -33.9 5'3' x 8%0" 4.0.7 - 53.3 35.6 -47.2 i 31.8 -40.9 25.6 -32.8 6'-0' x 8-0" 38.5 -482 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Sidetites Frame Size X Configuration ='XO' or 'OX 1Z S/L Width 18' S/L Width 24' S/L Width 36' SAL Width 1 519' Sill 1 5/9' Sill 1 5/8" Sill 1 5/8" Sill Width x Height + Op - Dp + Dp - Dp + Op - Op + Dp I - Dp 23' x 6'-8' 53.3 - 75.9 53.3 - 69.5 53.3 -61.7 47.6 -51.2 3-0' x 6' 53.3 - 55.8 53.3 - 55.8 53.3 - 55.8 45.3 -48.5 3 -4 x 6' 53.3 -34.8 53.3 - 34.8 50.9 -34.8 43.4 -34.8 3S' x 6'-8" 53.3 NA 532 NA. 482 NA. 41.4 NA. 23' x 8-0' 41.5 -47.7 362 -412 32.3 -36.3 26.9 -29.7 3-0' x 8'-0' 38.5 - 44.0 33.9 -38.4 30.4 -34.1 25.6 -282 3' -1 1/Z x 8'47 37.6 -42.8 33.1 -37.4 29.8 - 33.4 25.1 -27.7 French Ooor With Sidelites Frame Size X Configur3.t+'on ='0X0' 17 SAL Width 18' SAL Width 24' S/L Width 3S' S/L Width 1 {"' Sil 1 " - Si 1 ill 1 8' S Width x Height +Op -Op +Op - Op + Dp -Op +Op -Dp : x - - .9 3 -69. -53.3 -61. 48.9 12 3-0' x 6'-8' -55.8 53.3 -55.8 53.3 -55.8 -48.5 3 -4' x 6'-8' -34.8 53.3 34.3 50.9 -34.8 -34.8 3 -9' x 6-8' 53.3 NA 532 NA. 482 NA 41.4 NA. Z-8' x 8-0" 41.5 - 47.7 36.2 -41.2 32.3 -36.3 26.9 -29.7 3-0' x 8-0' 38.5 -44.0 33.9 -23.4 30.4 -34.1 25.6 -282 3' -1 12' x 8'-0' 37.6 -42.8 33.1 - 37.4 29.8 -33.4 25.1 -27.7 French Door Frame Size XX Conlig = "XX' 1 5/8' Sill Width x Height + Op - Op 5'4' x 6'-8' 53.3 -722 55' x 6' 53.3 -62.0 6'47 x 6'-8' 53.3 -482 6'- 6' x 6' 53.3 -31.8 7-0' x 6'3' 53.3 -21.8 5'-0' x 8'-0' 53.3 -58.9 5'3' x 8-0' 53.0 -53.3 6-0' x 8'-0' 48.9 -482 French Door Frame Size X Config = "X' 1 98' Sill Width x Height + Op - Op 2'-8' x 6'-8' 53.3 -75.9 3'-0 x 6'-8' 53.3 55.8 3-4 x 5-8' 53.3 -34.8 3 -9' x 6' 53.3 NA. 23' x 8-0' 53.3 -57.9 3-0' x 8-0' 53.3 -50.8 3 -1 12" x 8-0' 53.3 -48.6 MIN. EMBEDMENT 1 1/2' r 1 1/2' TYP. pla N IMMO 0 €0 co HINGE STILE 11 • ACTIVE LOCKS INACTIVE LOCXSTILE 4' Lam- l'I : 1i • 3 HINGE "-" STILE 0 31 11 III MIN: • , &BEDM NT L :. CONCRETE. H= . •. W • ?.1 . 1/47 .'AX. AX. h 41) f SIM. 14 4 LOCK STILE 0 4' /8' VINYL /16' VINYL TYP. LOCK T ® T' MIST 1 iv HINGE Q l� STILE O TYP, DETAIL CONC, CONS. 1 L. DNC' B •CK / MI1. BEDMEN 1 1/2' A i' rNwc� Pim raD 1111 1/4' MAX. 2X P.T. SOUTHERN TYP,. DETAIL PINE FRAMING (MIN) wOOD CONS. 1 /4'MAX.--/ 36' MAX. SIDELITE WIDTH CONC, CONS zV2' COX =T. • ^• CONCRETE u - A • •. . 1/4' ALLOt aHDir. MAX. BAR X 3' AT HEAD i1 DLO FLUSH 11 MOLTS 1/8' OR 3/16'67 TEMP. O _ z SILL RECOMMENDED 3/4' RECESS (MIN.) TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS TEST LAB: CERTFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W -6 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet: 3 OF 9 Date' 10 -21 -9S Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF Zt ��L ?OOo BY t 544.1 i • ..� PRODUCT CONTROL DIV'.S:Ot1 6UILD;I;G CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 2O_2 Q4 HEAD EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 4' 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR 36' MAX. SIM. Comparative Analysis of Allowable Oesign Pressures. for Product Sizes Indicated. for CTL Test No. CTLA 136W - ( 6 ( dated( 12/3/96 Tabulated values are the Allowable Design Pressure Aa>ing for Product Sizes and Contiguraaons shown. psf. '{r•1 /4'M 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) 1/8' OR 3/16' TEMP. GLASS ce a W z o fIi o \\ e nnn vVLI M /t IL II rill 'B' HAX DLO P ' X© �`m � a V x �\ o 1 9 '9- il N li . 2 'E. ) 1 li// o � II, � a \ b m o 1 9 '9- N 1 li// CU • " N ¢ (U v CTYP.) X SINGLE SIDELITE WITH DOUBLE DOOR & SINGLE DOOR CTYP AT TYP �✓ 1 « I 1 111 U 1 HAX, ' �HEAD L S ILL) 4' CTYP.) 4' x (TYP.) X 4' (TYP.) 7 7/8' HINGE HT. I' ICI I I III I I ICI I 36' --7( 71 1/2' 1/2' D.F. ,F- 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE .- 7e14' )k .MAX I TY �11 I 1 1 1. f / 0 0 36' 4 37 7/16' ,1 36' 109 7/16' MAX FR. WIDTH 1 AT 1 SILL) F-- L` 1 r 7 7/8' 7 7/8' ■ N 7 7/8' TO HINGE DOUBLE \-CTYP.) I 1, ♦� CTYP.) v X Q v (U ♦ v CU X 1 X 1 4' CTYP.) HINGE HT. TYP. TO HINGE NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. DOOR VITH SINGLE SLDELITE EACH SIDE -,e 14' ,I HEAD L I MAX I SILL 1 I 111 SINGLE DOOR 4 ' , K 71 14' �CTYP• AT HAX , HEAD L SILL) 37 7/16' MAX FRAME WIDTH 1 I� III I III I I I I 36' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE - RAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR • GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. - - 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 9_ LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 11: ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. FLUSH BOLT DETAIL SINGLE MUTE AT LOCK STILE. , .(TYI .) J1 f 14' ,KI L P. 1 J ( MAX. I HEAD SILL) 1 � O _ SDI. o 7 10 0 r /- 36' X 37 7/16' 73 7/16' MAX FRAME WIDTH � 3' VIEWED FROM INTERIOR NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION RAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. RAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. PACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. :TING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. DIATE HEAD AND SILL .ANCHORS AT 4' FROM FRAME ENDS & 14' ❑.C. MAX., PER TEST MOCK -UP. ERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. DIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. GE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. E SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR RATIONS. ILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB1 CERTIFIED TESTING LABORATORIES TEST REPORT NO' CTLA 136W - 5 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet: 4 OF 9 DOUBLE DOOR 4°_,r ,e-CTYP.) 14' ,KCTYP. AT MAX HEAD 1. SILL) MAX FRAME WIDTH Date' IRev. 10-21-9914-28-00 APPROVED AS COMPLYING WITH THi SOUTH FLORIDA BUILDING CODE DATE— '-(1 Z2 o e • BY �sL,a \ • L PRODUCT CONTROL Di'I :S :ON LUItO :G CODE C0;:PLIANCE OFFICE A ccryrAJ;CI No 2.02.. FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) C4 a. 3Siio5 s A': CF ,�\ SINGLE DOOR V/ CU ♦ N CTYP.) 1 X ¢ X 4' CTYP.) 1. TYPICAL WOOD F 2. MINIMUM WOOD F PERIMETER OF 3. MAXIMUM SHIM S 4. LOCATE ALL ME] 5. LOCATE INTERME ADDITIONAL CLUST 6. LOCATE INTERME 7. LOCATE ALL HIN 8. ELEVATIONS AR 'OXXO' CONFIGU 9. LOCATE HEAD, S MAX Frencn Ooor Wrth Sidelites Frame Size XX Configuration = "O)O<O` 12' Sit Width 18' Sit Width 24" SAL Width 36' Sit Width 1 5/8" Sill 1 5/8" Sill 1 5/8' Sill 1 5/8' Sill Width x Height +Dp - Op + Op - Op ' + Dp - Op + Op - Op 5'-0" x 6'-8" 53.3 - 722 53.3 - 722 53.3 - 68.6 48.9 -55.9 5-6" x 5-8" 53.3 -62.0 53.3 - 62.0 53.3 -62.0 47.0 -53.8 8-0" x 5-8" 53.3 -48.2 53.3 -48.2 53.3 -482 45.3 -48.2 6"- 6" x 8-8' 53.3 -31.8 53.3 -31.8 51.5 31.8 43.9 41.8 7-0 " x 6'-8' 53.3 - 21.8 53.3 -21.8 49.8 -21.8 426 -21.8 5-0" x 8-0" 43.2 -58.9 37.5 - 19.5 33.3 -42.7 27.7 , -33.9 53' x 8' -0" 40.7 - 53.3 35.6 -47.2 31.8 -40.9 26.6 -32.8 6-0" x 5-0" 38.5 -48.2 33.9 -45.1 30.4 -39.3 25.6 -31.7 Frencn Ooor. With Sidelites Frame Sae XX Configuration = "XXO' 12` SAL Width 18` SAL Width 24' Sit Width' 36" SAL Width 1 5/8 Sill 1 5/8" Sill 1 5/8' Sill 1 5/8" Sill Width x Height +Op -Op +Op -Op +Op -Op +Dp -Op 5-0" x 53" 53.3 -72.2 53.3 - 722 53.3 -68.6 48.9 -55.9 5-6" x 5-8" 53.3 -62.0 53.3 -62.0 53.3 -62.0 47.0 53.8 8-0" x 8-8" 53.3 -422 53.3 -48.2 53.3 - 48.2 45.3 -482 5- 6" x 8-8' 53.3 -31.8 53.3 ' -31.8 51.5 31.8 43.9 31.8 7-0" x 8-8 53.3 - 21.8 53.3 - 21.8 4.9.8 -21.8 42.6 -21.8 5-0" x 8-0" 4.3.2 -58.9 37.5 - 49.5 33.3 -42.7 27.7 -33.9 5 x 8-0" 40.7 - 53.3 35.6 -47.2 31.8 - 40.9 26.6 -32.8 5-0' x 8-0" 38.5 -48.2 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Sidelites Frame Size X Configuration = "OXO" 12" SAL Width 18" SAL Width 24" SAL Width 36" SAL Width 1 5/8" Sill 15/8' Sill 15/8' Siff 1 S/8' SilI Width x Height +Dp -Op +Op -Op +Op -Op +Op -Dp 2-8" x 5-8' 53.3 -759 53.3 '59.5 53.3 -61.7 47.6 -512 3'4 x 6%8' 53.3 55.8 53.3 - 55.8 53.3 -55.8 4.5.3 -48.5 3' -4" x 5-8" 53.3 -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 3' -9" x 6'-8' 53.3 NA 53.2 NA 482 NA 41.4 NA Z-8" x 8'-0' 41.5 -47.7 36.2 - -412 32.3 -36.3 26.9 -29.7 8-Cr x 8-0" 38.5 -44.0 33.9 -38.4 30.4 -34.1 25.6 -28.2 3'- 11/2"x 8-0" 37.6 - 42.8 33.1 - 37.4 29.8 -33.4 25.1 -27.7 French Door With Sidelites Frame Size X Configuration = - XO" or "OX 12' SAL Width 18' SAL Width 24" SAL Width 36" S/L Wtdth 1 5/8' Siti 1 5/8' Sill 1 98' sill 1 5/8" Sill Width x Height +Op -Op +Op -Op +Dp -Dp +Op -Dp 2-8" x 6'-8" 53.3 -75.9 53.3 -69.5 53.3 -61.7 47.6 -61.2 8-0" x 5-8" 53.3 -55.8 53.3 - 55.8 53.3 -55.8 45.3 -48.5 8-4' x 5-8' 53.3 -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 3' -9' x 6'-8" 53.3 NA. 532 NA 482 NA 41.4 NA. 2-8" x 8-0" 41.5 - 47.7 362 -41.2 323 -36.3 26.9 -29.7 3'-0' x 8-0" 38.5 -44.0 33.9 -38.4 30.4 - 34.1 25.6 -282 3' -1 12" x 8-0" 37.6 - 428 33.1 -37.4 29.8 -33.4 25.1 -27.7 ‚ r :z Config =')OC BEDMEN4 1 1/2' Width x Height + Op Ili +Q31 , Z /1 M x French Ooor Frame Size XX Config =')OC 1 5/8' Sill Width x Height + Op - Op 5-0" x 6-8" 53.3 -722 5-6" x 8-8" 53.3 -620 &-0" x 6'-8" 53.3 -482 8- 6" x 8-8' 53.3 -31.8 7-0" x 6"-8" 53.3 -21.8 5-0" x 8'-0" 53.3 -58.9 5'4" x 8-0" 53.3 53.3 5-0' x 8-0" 53.3 -482 French Door Frame Size X Config = "X' 1 5/8" Sill Width x Height + Op - Dp 2-8' x 8-8' 53.3 -75.9 8-0' x 8-8" 53.3 -55.8 3' -4" x 5-8" 53.3 -34.8 3' -9" x 5-8' 53.3 NA 2-8' x 8'-0' 53.3 -57.9 3'-0' x 8-0" 53.3 -50.8 3' -1 12" x 8%0 53.3 -48.6 r - - © m 6 O HINGE STILE • © m w ©® lb ACTIVE LOCXSTILE JL!J INACTIVE 4 , L0CKSTILE ® 0 HINGE "' STILE 4D 3' EDM . L.P /4' • Go 31 CCNORETE- JAN ri ► 1 0,1 LOCK STILE 4' ©SIM. to 18 3/ VINYL T. ® ® ® ® ® O 1 91 1 4Ww. =mum TYP. TYP, DETAIL WOOD CONS, 2X P.T. SOUTHERN PINE FRAMING <MIN) 1 /4'MAX. --/ / 36' MAX. SIDELITE WIDTH CONC. CONS, T1--@ • ° • zs CONCRETE • Y t7 Z Y w ma- z K a/ Z 0 T n DLO FFLU H 11 o W z RECOMMENDED 3/4' RECESS CHIN.) EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet' 5 OF 9 Dntet 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BIALDI■G COLE DATE 27,Zoo BY 1' i'ROCUCT CONTROL DI' /:S'ON CODE COMPLIANCE OFFICE . \CCa' NO. 0 4(Za(oc 1 `1 .-• Q 1 2 1/Y COGE MST. 1/4' unEC Ktx ;taw. MAX. X 3' AT HEAD MOMS- HEAD 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR 36' MAX. Comparative Analysis Tables of Allowable Design pessures. for Procua Sizes Indicated. for CTL Test No. CTLA 136W - 5 1 dated 12/4/96 I Tabulated values are the AiTowable Design Pressure Flaring for Product Saes and Configurations shown. psf. TYP, DETAIL CONC. CONS. CONC, CONS, 3' 1c- -1 /4'MAX. TYP. U W U z a 3/16' TEMP. r?il GLASS 1X P.T. SOUTHERN PINE WOOD BUCK <MIN) • cc ire W i X W MAX. FRAME HT DOOR & SINGLE DOOR 14' .<TYP. AT I4AX. HEAD 1. S 4=- 36' WIDTH IDE 14. '44-<TYR. AT 1-IE.1D t SILL) IAX. INGE OCR X a \ t 4 1/2' TO HINGE \7 7/8' HINGE HT. TYP. CF HINGE 7 7/8' OF A DR HINGE HT. TYP. 7 7/8' HINGE HT. TYP. 4 1/2' TO HINGE 4' CTYP.) AL CONCRETE /CBS CONSTRUCTION. 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. IES ARE DEPICTED AS SOLID LINES EACH UNIT ELEVATION, DRAWN EQUIVALENT 'TEST SIZE' UNITS ]' CONFIGURATIONS. RMEDIATE ANCHORS FOR OTHER SIZE SINGLE DOOR 4 4 14• �G(TYP. AT MAX ,HEAD L SILL) 37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 4' vTYP.) 4- 14 ' HEAD t I 1 1 1 I I I l 1 1 1 1 1 I I I I I l I IMAX- I SILL (TYP.) o a ❑ 36' J r 71 1/2' D E II if it f[ II If II OF HINGE OF DOOR 1 II ,►' 143 1/2' MAX. FRAME WIDTH FRENCH DOOR FRAME AND AND THE 1/4' TANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' <10 DIA.) TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) dT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. LLI❑N END ANCHORS WITHIN 6' FROM CENTERLINE, _L ANCHORS AT 4' FROM FRAME ENDS EST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE <5) LES OF DOUBLE DOORS AND MULLI ❑N JAMBS. ORS ARE REQUIRED AT MID- PANEL. S AT 4' FROM FRAME ENDS AND 24' <-UP. S WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, OF HINGE �EpF DOOR SINGLE DOOR V /SINGLE SIDELITE AT LOCK STILE. Zr CU Zr N x CTYP.) 4' CTYP.) FLUSH- BOLT DETAIL P.) 7Y 14' ,(' AT SILL) 1111 I M^X- I SIM 3 ' 36' 37 7/16' 73 7/16' MAX FRAME WIDTH 3 VIEWED FROM INTERIOR OF HINGE OF 1/011R — NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 4' CTYP.) PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS CfYPJ � _ REV. 2 EQ EQ EQ (U �— EQ DOUBLE DOOR 14', - D 11 1(,11 311 MAX. 11 'II I 71 1/2' MAX FRAME WIDTH 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATI ❑N, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE (5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB' CERTIFIED TESTING LABORATORIES TEST REPORT N❑' CTLA 136W - 4 FILE NO. CONFIG. PA99230 SEE ELEV. Sheet' 6 OF 9 Date' 10 -21 -99 Rev. 4 -28 -00 H L T SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS <TYP) OF HINGE OF DOOR APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATEu -K 24zodo BY (s l - PIO;.UCT CONTROL D!V:S.ON BUILDifIG CODE COMPL:ANCE OFFICE ACCEPTANCE N0. 799-:. 02.0 2_ - r► 1 French Door With Sidelites Frame Size XX Configuration = 'OXXO' 12 S/L Width 18" SAL Width 24" S/L Width 36" SAL Width 3 1/8" Sill 3 1/8' Sill 3 118 Sill 3 1/8" Sill Width x Height + Op - Op +Op - Op + Op - Op +Op - Op 5'-0' x 6-8" 80.0 - 1227 80.0 - 1227 80.0 -122.7 80.0 -113.8 5'-6" x 6-8' 80.0 - 110.9 80.0 - 110.9 80.0 - 110.9 80.0 -108.2 6-0 x 6-8" 80.0 - 101.2 80.0 -101.2 80.0 - 101.2 80.0 -101.2 6- 6" x 6-8 20.0 - 76.2 80.0 - 76.2 80.0 - 76.2 80.0 -762 7-0" x 6-8" 80.0 -52.3 80.0 - 52.3 80.0 -52.3 80.0' -52.3 5-0" x 8' -0' 80.0 - 100.3 80.0 - 93.6 80.0 -83.7 71.5 -69.9 T-6" x 8'-0" 80.0 - 90.7 80.0 - 88.0 80.0 - 79.3 68.7 -66.8 6-0" x 8'-0' 78.2 -82.8 78.2 -82.8 78.2 -75.2 66.1 -63.9 French Door With Sidelites Frame Size XX configuration = ">O<O" 12' SA. Width IT SAL Width 24' S/L Width 36' S/L Width 3 1/8" Sill 3 1/8' Sill 3 1/8" Sill 3 1/8" Sill Width x Height +Op -Dp +Op -Op +Op -Op +Op -Op 5'-0" x 6-8" 80.0 -122.7 80.0 -122.7 80.0 - 1227 80.0 -113.8 5' -0" x 6-" 80.0 - 110.9 80.0 - 110.9 80.0 - 110.9 130.0 -108.2 6-0 x 6-8' 80.0 - 1012 80.0"' - 1012 80.0 - 1012 80.0 -101.2 6- 6" x 6-8 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -762 7-0" x 6-8" 80.0 - 52.3 80.0 - 52.3 80.0 -52.3 80.0 -523 5• -0" x 6-0" 80.0 - 100.3 80.0 - 93.6 80.0 -83.7 71.5 -69.9 5'-0" x 8'-0" 80.0 - 90.7 80.0 - 88.0 80.0 -79.3 68.7 -66.8 6-0' x 8'-0' 782 -82.8 78.2 -82.8 782 - 75.2 66.1 -63.9 French Door With Sidelites Frame Size X Configuration = - 0X0' 12 S/L Width 18" SA. Width 24' SIL Width 36" SA_ Width 3 1/8' Sill 3 1/8" Sill 3 1/8" Sill 3 1/8" Sill Width x Height +Op -Op +Op -Op +Op -Op +Dp -Op 2-8" x 6-8" 80.0 - 126.0 80.0 - 126.0 80.0 - 125.3 80.0 -103.8 3'-0" x 6-8" 80.0 - 110.5 80.0 -110.5 30.0 - 110.5 80.0 -99.3 3-4" x 6-8" 80.0 -03.6 80.0 -83.6 20.0 - 83.6 80.0 -83.6 3 -9" x 6-8" 80.0 -44.8 80.0 -44.8 80.0 X4.8 80.0 -44.8 2-8" x 8'-0' 80.0 -98.4 80.0 -89.8. 80.0 -80.7 69.6 -67.8 3-0" x 8'-0" 80.0 -86.3 80.0 - 83.1 78.5 - 752 66.1 -63.9 3 -1 12' x 8'-0' 80.0 -825 80.0 -80.9 } 76.9 - 73.4 64.9 -62.6 French Door With Sidelites Frame Size X Configuration = "XO" or "0>C 12" S/L Width 18" SAL Width 24' SA_ Width 36' SIL Width 3 1/8' Sill 3 1/8' Sill 3 1/8" Sill 3 1/8" Sill Width x Height +Dp -Op +Op -Op +Op -Dp +Op -Op 2-8' x 6-8' 80.0 - 126.0 80.0 - 126.0 80.0 -125.3 80.0 -103.8 3'-0' x 6-8" 80.0 - 110.5 80.0 - 110.5 80.0 -110.5 80.0 -99.3 3-4' x 6-8' 80.0 - 83.6 80.0 -83.6 80.0 -83.6 80.0 -83.6 3 -9' x 6-8" 80.0 - 44.8 80.0 -44.8 80.0 -44.8 80.0 -44.8 2-8' x T-0" 80.0 - 98.4 80.0 -89.8 80.0 -80.7 69.6 -67.8 3-0" x 8'-0" 80.0 -86.3 80.0 -83.1 78.5 -75.2 66.1 -63.9 3 -1 12 x 8'-0" 80.0 - 82.5 80.0 -80.9 76.9 -73.4 64.9 -62.6 French moor Frame Size XX V LLO "TE B • K /14M. 3 1/8" Sill Width x Height HBEDMEN 1 1/2' - Op •w ii Ad French moor Frame Size XX Config =')O<" 3 1/8" Sill Width x Height + Op 1 - Op 5'-0' x 6-8" 80.0 -1227 5'-6" x 6-8 80.0 -110.9 6-0" x 6-8' 80.0 -1012 6- 6" x 6-8" 802 -76.2 7-0" x 6-8' 80.0 -52.3 5'-0" x 8'-0" 80.0 -100.3 S-6" x 8'-0' 80.0 -90.7 6-0' x 8-0 ' 782 -82.8 French Door Frame Sze X Config = "X' 3 1/8" Sill Width x Height + Op - Op 2 x 6' 80.0 - 126.0 7-0" x 6-8" 80.0 -110.5 3-4 x 6-8" 80.0 -83.6 3 -9" x 6-8" 80.0 -44.8 2 - c" x 8'-0' 80.0 - 98.4 3-0" x 8'-0" 80.0 -86.3 3 -1 12' x 8'-0' 80.0 -82.5 1/4' MAX. -IEAD z ;ILL RECOMMENDED 3/4' RECESS OIINJ ! 0 ALUMINUM REINFORCD4G BAR MEETING STILE ANCHORS. INACTIVE LDCKSTILE 4' • HINGE STILE 71 1/2' MAX FRAME VIDTH <2 PANELS MAX 34 114' VIDE NOM.) ACTIVE LDCKSTILE 4' ACTIVE LOCXSTIL IX P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR Comparative Analysis Tables of Allowable Design Pressures, tor Prcduct Sizes Indicated. tor CTL Test No. CTLA 136W - 1 4 I dated 1 12/7/96 I Tabulated values are the Allowable Design Pressure Rating tor Product Sizes and Configurations shown. pst. 18 3/16' VINYL ®® ,4 1 LOCK STILE HINGE STILE TYP. �c• 'r slc- 1 /4'MAX. 1 N cu 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) CONC. CONS, 13111 L 3/16' TEMP. GLASS TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 4 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet' 7 OF 9 Date' 10 - 21 - 99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH T1tf SOUTH FLORIDA BUILDING CODE OATS •-< Z 9 LaQ° Us/ F1WU1,':i CCUTR0. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9- Z W • r • EDGE DISTANCE fill iH EN 1/4' MAX. -IEAD z ;ILL RECOMMENDED 3/4' RECESS OIINJ ! 0 ALUMINUM REINFORCD4G BAR MEETING STILE ANCHORS. INACTIVE LDCKSTILE 4' • HINGE STILE 71 1/2' MAX FRAME VIDTH <2 PANELS MAX 34 114' VIDE NOM.) ACTIVE LDCKSTILE 4' ACTIVE LOCXSTIL IX P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR Comparative Analysis Tables of Allowable Design Pressures, tor Prcduct Sizes Indicated. tor CTL Test No. CTLA 136W - 1 4 I dated 1 12/7/96 I Tabulated values are the Allowable Design Pressure Rating tor Product Sizes and Configurations shown. pst. 18 3/16' VINYL ®® ,4 1 LOCK STILE HINGE STILE TYP. �c• 'r slc- 1 /4'MAX. 1 N cu 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) CONC. CONS, 13111 L 3/16' TEMP. GLASS TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 4 FILE NO. PA99230 CONFIG. SEE ELEV. Sheet' 7 OF 9 Date' 10 - 21 - 99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH T1tf SOUTH FLORIDA BUILDING CODE OATS •-< Z 9 LaQ° Us/ F1WU1,':i CCUTR0. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9- Z W • r • EDGE DISTANCE 8 Yt al / OS, \\© ❑ OF HINGE OF DOOR E S) / /10 / / \ 0 X / / / // / Jii' LLL LUUK 14' )41 A AT 11 1 111 11 1 ill (MAX. .) _`4 1/2' TO HINGE 7 1/8' / O 1 \ [ ^ \ 7 7/8' HINGE HT. DL /,� \ \ \CD TYP. 0 ' .2' X\ X \\ "uuuu _ ° 1 ° E 7 7/ 8' 0 DG�2 ;I 0 8' / o / — HIN E HT. / / TYP. 2\ �/ // L W1111 L UL 3 LL LUUK 6, TM WINDOW- -& DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 12,3. FILE NO. Date: Rev. PA99230 10 -21 -99 4- 28 -00 CONFIG. SEE ELEV. Sheet: 8 OF 9 • „ 1n: %%% 4(Zs(oD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OkTE_e�q Zoo 0 PRODUCT CONTROL DIV!S.CN BUILOif:G CODE COMPLIANCE OFFICE ;CCEPTANCE NO _gy OJ9D 2 . 0 2 - - 71 1/2' D.F. 36' 2' MAX FRAME WIDTH IDELITE EACH SIDE 7r 14' F E A P. 1 11 111 1 11M - 1 \ \ Q X\ tl 9 OF HINGE QF DOOR 11 r 10 111 37 7/16' ,-- 36' MAX FR. WIDTH L TSILL) 4i' TM 11 , I 1 «I -- cTYPJ _ < (U N m CU Al Zr CL X z X x HINGE HT. 7 7/8' TYP. 1/2' TO HINGE 4' CTYP.) INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. 11 JaINULL LUUK • ,F � 7r 14' ,K(TYP. AT MAX. HEAD L SD_U 4' CTYPJ 37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE OF HWGE - tar DOOR 7►' 14'' L 1 11 . 111 , 11 1 SILL 1 I I I 1 1 1 1 � 1 1 ' 1 1 36' 71 1/2' D.F. ,( 36' 143 1/2' MAX. FRAME WIDTH HOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. -OR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER ON, DRAWN PERPENDICULAR TO THE FRAME. ETWEEN THE FRENCH DOOR FRAME AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' ONIDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) =EN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.), NOTE NUMBER 7 BELOW. ON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. TILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINES, AND 2 3/8' :R TEST MOCK -UP. -EAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAX. )ITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES LLION JAMBS. TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS ER TEST MOCK -UP. < -SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. D VIEWS OF EQUIVALENT 'TEST SIZE' UNITS :0', OR 'OXXO' CONFIGURATIONS. D JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. CL1 SLNULL iUu,C V / JLM.ILL 611.1LL11 L n 1 LULA . i LLL • CU fU :U CTYP.) x X x U) m * FLUSH BOLT DETAIL I i ► 11 I 1► MAL 0 0 1 ❑ 10 / 4' RYP / — 36' 37 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 24' ON CENTER MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. P.) 3' VIEWED FROM INTERIOR - ' 14' )..CTYP. AT HEAD L SILL) 73 7/16' OF HINGE OF DOOR DUUBLL DUuK (TYP') J'L 14• C CT YP . AT .► I I I I III I I� I MAX HEAD L S ILO • EQ 4 EQ 4' (TYP.) 1F 111111 71 1/2' MAX FRAME WIDTH FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE OF DOOR MAX. F Yt 0 - , - -- v 0 Jii' LLL LUUK 14' )41 A AT 11 1 111 11 1 ill (MAX. .) _`4 1/2' TO HINGE 7 1/8' / O 1 \ [ ^ \ 7 7/8' HINGE HT. DL /,� \ \ \CD TYP. 0 ' .2' X\ X \\ "uuuu _ ° 1 ° E 7 7/ 8' 0 DG�2 ;I 0 8' / o / — HIN E HT. / / TYP. 2\ �/ // L W1111 L UL 3 LL LUUK 6, TM WINDOW- -& DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 12,3. FILE NO. Date: Rev. PA99230 10 -21 -99 4- 28 -00 CONFIG. SEE ELEV. Sheet: 8 OF 9 • „ 1n: %%% 4(Zs(oD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OkTE_e�q Zoo 0 PRODUCT CONTROL DIV!S.CN BUILOif:G CODE COMPLIANCE OFFICE ;CCEPTANCE NO _gy OJ9D 2 . 0 2 - - 71 1/2' D.F. 36' 2' MAX FRAME WIDTH IDELITE EACH SIDE 7r 14' F E A P. 1 11 111 1 11M - 1 \ \ Q X\ tl 9 OF HINGE QF DOOR 11 r 10 111 37 7/16' ,-- 36' MAX FR. WIDTH L TSILL) 4i' TM 11 , I 1 «I -- cTYPJ _ < (U N m CU Al Zr CL X z X x HINGE HT. 7 7/8' TYP. 1/2' TO HINGE 4' CTYP.) INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. 11 JaINULL LUUK • ,F � 7r 14' ,K(TYP. AT MAX. HEAD L SD_U 4' CTYPJ 37 7/16' MAX FRAME WIDTH DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE OF HWGE - tar DOOR 7►' 14'' L 1 11 . 111 , 11 1 SILL 1 I I I 1 1 1 1 � 1 1 ' 1 1 36' 71 1/2' D.F. ,( 36' 143 1/2' MAX. FRAME WIDTH HOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. -OR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER ON, DRAWN PERPENDICULAR TO THE FRAME. ETWEEN THE FRENCH DOOR FRAME AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' ONIDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) =EN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.), NOTE NUMBER 7 BELOW. ON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. TILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINES, AND 2 3/8' :R TEST MOCK -UP. -EAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAX. )ITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES LLION JAMBS. TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS ER TEST MOCK -UP. < -SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. D VIEWS OF EQUIVALENT 'TEST SIZE' UNITS :0', OR 'OXXO' CONFIGURATIONS. D JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. CL1 SLNULL iUu,C V / JLM.ILL 611.1LL11 L n 1 LULA . i LLL • CU fU :U CTYP.) x X x U) m * FLUSH BOLT DETAIL I i ► 11 I 1► MAL 0 0 1 ❑ 10 / 4' RYP / — 36' 37 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TVO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 24' ON CENTER MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. P.) 3' VIEWED FROM INTERIOR - ' 14' )..CTYP. AT HEAD L SILL) 73 7/16' OF HINGE OF DOOR DUUBLL DUuK (TYP') J'L 14• C CT YP . AT .► I I I I III I I� I MAX HEAD L S ILO • EQ 4 EQ 4' (TYP.) 1F 111111 71 1/2' MAX FRAME WIDTH FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE OF DOOR MAX. F French Door Wrth SideIdes Frame Size XX Configuration = '0)000' 1 SA_ dth 1: t •.• 4' Sit idth 36' SA_ idth 3116' Siil 3 1/8 Sill 31/8' Shc 31/8' Sill Width x Height +Dp -Dp +Op - Op +Op -Dp + Op -Op 9-0' x 6$ 80.0 - 170.7 80.0 - 170.7 80.0 - 170.7 80.0 -120.0 Ski x 6-8" 80.0 - 148.7 80.0 - 148.7 80.0 - 148.7 80.0 -120.0 6-0 x 6-8' 80.0 - 115.7 80.0 - 115.7 80.0 - 115.7 80.0 -115.7 6- 6' x 6-8' 80.0 -762 80.0 - 76.2 80.0 - 76.2 80.0 -762 7 -0' x 6 80.0 - 52.3 80.0 - 523 80.0 -52.3 80.0 -52.3 5'-0 x 9-0' 80.0 • - 141.7 80.0 - 134.7 80.0 - 120.5 80.0 -100.7 5'-6' x 9-0' 80.0 - 128.1 80.0 - 126.7 80.0 - 114.1 80.0 -96.1 6-0' x 9-0' 80.0 -115.7 80.0 - 115.7 80.0 -108.3 80.0 -920 French Door With Sidefites Frame Sae XX Coniigura6on = ')OCO' 12' Sit. Width 18' SIL Width 24' SA_ Width 36' SA. Width 3 1/8' Sill 3118' Sill 31/8' Sill 3118 Sill Width x Height + Dp - Dp + Dp - Dp + Op - Dp + Dp -Op 5-0' x 6-8' 80.0 - 170.7 80.0 - 170.7 80.0 - 170.7 80.0 -120.0 4-0' x 6-0 80.0 - 148.7 80.0 - 148.7 80.0 - 148.7 80.0 -120.0 6-0' x 6-8' 80.0 - 115.7 80.0 - 115.7 80.0 - 115.7 80.0 -115.7 ' 6- 6" x 6-8' 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -762 7-0' x 6-8' 80.0 -52.3 80.0 -52.3 80.0 -52.3 80.0 -52.3 5'-0" x 8-0' 80.0 - 141.7 80.0 - 134.7 80.0 - 120.5 80.0 -103.7 6-6 x 9-0' 80.0 - 128.1 80.0 - 126.7 80.0 -114.1 80.0 -96.1 6-0' x 9-0' 80.0 - 115.7 80.0 - 115.7 80.0 - 108.3 80.0 -92.0 renchDoor With Sidefdes Frame Sae X •n gurahon = 'OX • 1 - idth IMIL2 24' Sit. Width 36 1 Kitt ILIELM 311$' Sill 3118' Si 3 1 Width x Height + Dp - Dp + Dp - Dp + Op - Op + Op - Dp -3' x . i 80.0 - 1- .. =d .0 -16 .6 =d.0 -16 .6 80.0 - 20.0 3-0' x 6-8" 80.0 - 133.8 80.0 - 133.8 80.0 - 133.8 80.0 -120.0 3-4' x 9$ 80.0 - 83.6 80.0 - 83.6 80.0 -83.6 80.0 -83.6 3 -9 x 6S 80.0 -44.8 80.0 - 44.8 80.0 -44.8 80.0 -44.8 Z-8' x 8-0' 80.0 - 138.9 80.0 - 129.3 80.0 - 1162 80.0 -97.6 3 0' x 9-0' 80.0 - 121.9 80.0 - 119.7 80.0 -108.3 80.0 -92.0 3 -1 1/2" x 9-0' 80.0 - 116.5 80.0 - 116.4 80.0 - 105.6 80.0 -90.1 French Door With Sidefdes Frame Sae X Configuration ="XO' or 'OX 12' Srt Width 18' Sit_ Width 24' Sit. Width 36' SSt.Width 31/8' Sill 311$' Sill 31/8' Siff 31/8' S81 Width x Height + Dp - Dp + Dp -Dp +DP -DP +OP - Op 2-8' x 6-8' 80.0 -1576 80.0 -167.6 80.0 - 167.6 80.0 -120.0 3-0' x 6-8' 80.0 - 133.8 80.0 - 133.8 80.0 - 133.8 80.0 -120.0 3-4' x 6-8 80.0 -83.6 80.0 - 83.6 80.0 -83.6 80.0 -83.6 3 -9' x 6-8' 80.0 -44.8 80.0 -44.8 80.0 ' -44.8 80.0 -44.8 2-8" x 8'-0' 80.0 - 138.9 80.0 -129.3 80.0 -1162 80.0 -97.6 3 x 9-0' 80.0 - 121.9 80.0 - 119.7 80.0 - 108.3 80.0 -320 3 -1 12 x 9-0' 80.0 - 116.5 80.0 - 116.4 80.0 -105.6 80.0 -00.1 French Door Frame Size XX Config ='XX' 3116' Shc Width x Height +Dp -Dp 5-0' x 6-8' 80.0 -170.7 5-0' x 6-8' 80.0 -148.7 9-0" x 6-9 80.0 -115.7 6'- 6 x 6-8' 80.0 -762 7-0 x 6-8' 80.0 -52.3 5'-0 x 8'-0' 80.0 -141.7 5'-6' x 8'-0' 80.0 -128.1 6-0' x 8'-0' 80.0 -115.7 French Door Frame Size X Config ='X' 3 118' Sill Vidal x Height + Dp - Dp 2-8' x 6-8' 80.0 -167.6 3-0' x 6-T 80.0 -133.8 3'-4' x 6-8' 80.0 -83.6 3 -9' x 6'-8' 80.0 -44.8 2-8' x T-0' 80.0 -138.9 3-0' x 8'-0' 80.0 -121.9 3 -1 1IT x 8'-0' 80.0 -116.5 • is • S L.. SOUTHERN AMING (MIN) 36' SIDELITE IDTH CONS. • p ' • CONCRETE • 4 • • ALtA MOW. BAR X 3' AT FEAD 3/16', - n 1 TEMP. EJ I , 1111E1 Orirff_=_ P 4 sic -�� -= - -- CO • 1/4' MAX. HEAD a cc a W 1- z SILL RECOMMENDED 3/4' RECESS 04IT4) EXTRUDED ALUMNA REEK oRCING INACTIVE LOCKSTILE 4' HINGE STILE • 71 1/2' MAX. FRAME WIDTH ACTIVE LDCKST1LE 4 , HINGE STILE (2 PANELS MAX. 34 1/4' WIDE NOM.) parahve alysis i • as oI r --' 4 • LOCK STILE I - 1 HINGE ST3 TIP. TYP. fp EXTERIOR e S esign ' essures. for Product Sizes Indicated. for Tabulated values are the Allowable Design Pressure Rating tor Product Saes and Configurations shown. psi. eat o 36' MAX. dated TM WINDOW & DOOR CO. 601. NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (REINFORCED) GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT ND CTLA 136W - 1,2,3. FILE NO. CONFIG. Sheet' PA99230SEE ELEV. 9 OF 9 TYP, DETAIL CONC. CONS. `{r1 /4'MAX. Dater 10 -21 -99 Rev. 4 -28 -00 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) CONC. CONS, 0 rrg7-41 r- • r ]Wd '3, X r, ZLi . tY 0 W APPROVED AS COMPLYING WITH THE. DATE C.t . f Zq 20° 0 � P CONTROL O./:S I 7t L•1.i :G COOT. CYYi LANCE OfFICE' :GCEN NO _g,-e) 94 2 0 � SOUTH FLORIDA BUILDING CODE 4 'han id' 4Izbkczo 3/16' TEMP. GLASS C4l:"..op . 35696 * : * _ '37:41 OF ce z MIAMI SHORES VILLAGE DATE j. SUBJECT TO COMPLIANCE WITH ALL : STATE AND COUNTY RULES Pocii) MIAMI SHORES VILLAGE ASSUMES Y:1' ;'f....':'"'"!"!LITIES FOR ACCIJRACY OF OR RESULTS COMPLIANCE MTh THE SOUTH t SUILDING CODE AS ADOPTED BY MIAMI SHORES VittAGE s ::E();;;PE!). THE ARCHITECT, BUILDER & SUr. CONTRACTORS ARE CHARGEO iiNOWLEDGE OF ALL BUILDINC- REGULATIONS WHETHE2 OR NOT SPECIFICALLY INDICATED HEREIN. • MIAml -DADE PRODUCT CO Southeastern Met 11801 Industry D Jacksonville Your application fo 20 ga. Galvanized under Chapter 8 of Construction, and c County Building C This approval shall product or material If this product or m the use of such pro determined BCCO Code. The expense of su c Acceptance No.: ' 1 -0318.03 Expires: I 1 /10/2002 ? 'L Approved: 07/01 Internet mail a MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRt.ET. SU17 ' • MIAMI. FL:O1 IDA 331 :: -1563 (305) 375.2901 FAX (305) :• • 5.2908 CONTRACTOR L1C6'SING SECTION (305) 375 -252 FAX (305) 375 -2538 CONTRACTOR 305375-2966 CFAX (305) 3 7 5 2 01: PRODUCT COtiTROL DlV SI`a (305) 375.29P': FAX (305) 3''• :.339 roduct Approval of: o es of e Code of Miami -Dade County governing the use of Alternate nce by the Dade mpletely described herein, has been recommended s ° ecif ed herein.; e Compliance Office (BCCO) under the conditions P of be valid after the expiration date stated below. BCCO reserves controthe ght to secure t his t anytime from a jobsite or manufacturer's plant for quality or 5t ; end terial fails to perform in the approved manner, BCCO may revoke, modify, P ct or material immediately. BCCO reserves the right to revoke this approval, if it is at this product or material fails to meet the requirements of the South Florida Building testing will be incurred by the manufacturer. TROL NOTICE OF ACCEPTANCE Manufacturing Co., Inc. 1999 FL 32226 eel Storm Panels Shutter dress: postmaster ebuild)ngcodeoniine.com kit h? Raul Rodriguez Chief Product Control Division IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND • , ..N_ L THIS I CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This rod c t R w n r Product Approval has been reviewed by the BCCO and approved by the Building Code d Product Revl Committee to be used in Dade County, Florida under the conditions set forth above. an rancisco . Quintana, R. A. Director Miami -Dade County 1 of Building Code CO7-?liance Of' Homepage: blip ://www.buiidiogeodrnrline.eum utbeaste Met 1. SCOPE This renews approves a 2 of Acceptan Dade Count 23, do note 2. PRODUC This 20 Ga strict comp Galvanized - revision #2 Control Ap the Miami - as the appr 3. LIMITAT All perm metal shiel all times. 4. INSTAL This 20 G compliant So LABELI Each pan following 6. BUILDI 6.1 Ap 6.1. 6.1. 6.1 anufacturinb Co. Inc. ACCEPTANCE No. : APPROVED EXPIRES TIC 0 CCE ' ANCE: ' ECEF C CO DITIONS e Notice of Acceptance No. 97-0805.01, which was issued in Section b of t his Notice Gauge Galvanized Steel Storm Panels Shutter, as described , designed to comply with the South Florida Building Cod 1994 E b f t SFBC for C i s i - for the locations where the pressure requirements, as eed the Design Pressure Rating values indicated in the approved drawings. ESCRIPTION e Galvanized Steel Storm Panels Shutter and its components shall be constructed in ce with the following documents: Drawing No. 96 20GA01 titled "20 Gauge , 1997, last torm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, ated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product oval and Renewal stamps with the Notice of Acceptance number and approval date by ade County Product Control Division. These documents shall hereinafter be refe-. ed to d drawings. NS nt set components, included but not limited to embedded anchor bolts, eaded cones, s, headers and sills, must be protected against corrosion, contamination and damage at ge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict TION with the approved drawings. G shall bear a permanent label with the manufacturer's name or logo; city, state and the tatement: "Miami -Dade County Product Control Approved ". G PERMIT REQUIREMENTS ication for building permit shall be accompanied by copies of the following: This Notice of Acceptance. Duplicate copies of the approved drawings, as identified selected for the proposed n f Notice of Acceptance, clearly marked to show the comp installation. Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this 1 ystem. � Helmy A a1;ar, P.E. - Product Control Examiner Product Control Division 2 of 3 99- 0318. i ^ ; 1999 10`10/2002 • D Renewal of original sub (8) years. Any and all following s specific co 3. Renewals a. The • and t The If th corn The sub 2. 4. Any revisi be cause filing of a Any of th a. Uns b. Mis pu 6. The Noti expiratio displays 5. b. c d. 7. A copy provided at all ti 8. Failure Accepts 9. This N ac uti C c 0o r,�18 03 ACCEPTANCE No.: 0 1 1999 J� APPROVED EXPIRES 1010/20 • CEO A . C _P ONCE: STA BARD OV ! ITIO d after a renewal application hat been filed han the s Acceptance (approval) shall be considered engineering documents, ar no older eight data, eng' 3 e l . tied documents, including test supporting stare, and the • ntl labeled with the manufacturer's nam city, stated in the proved products shall be permanently roved ", or as specica Y entent: "Miami-Dade County Product Control App lions of this Acceptance. as cce ce will not be considered if: Code affecting the oval i;►tion of this product e in the South Florida Building pr been a Chang compliance with the code changes. product is not in comp ' originally approved. duct is no longer the same product (identical) as the one orig' er has not complied with all the requirements of this acceptance, including the Acceptance hold t installation of the product. ed and sealed the required ,d initially ngineer, who originally prepared, sign tted, is no longer practicing the engineering profession. a nd/or manufacture of the product or process shall autom.:►i: :lly n or change in the materials, use, royal has been requested (through the r termination of this Acceptance. unless prior written app • 9tion with appropriate fee) and granted by this office. evision appltc ds for removal of this Acceptance: following shall also be gro tisfaetory performance of this product or process. product, for sales, advertising or se of this Acceptance as an endorsement of any P oses. any oche, Florda, and followed by th e of Acceptance number preceded by thi a og re. Miami-Dade aPoR on of the 1 �otice of Acceptance i date may be displayed in advertising then it shall be done in its entirety. Where it applies; shall f this Acceptance as well as approved drawings and other documents, manufacturer or its distributors and sha1J be available forl inspection at the job si to the user by the The engineer needs not reseal the copies. section of this Acceptance shall be cause for termination and removal comply with any ce. ce of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 4 . Helmy A. akar► P.E.- POduct Control E nun Product Control Divisions Q TYPICAL 20 GA GALVANIZED PANEL 1 T �rf Joe- .1•11 — L --I • • MOND • •ILM•e•t •3.1 WC WWII MVO YAK OM •• 01101. W K1n• W =WIT 6•11101 i ROW •r MA"( S9b11•tOiK e•a••0•I 01•1 K lo1011D • =Men VOW Ala 1d/ • •t•Vk/W• MAIM M•R:1 WI O i•16•�l. 1 wcM ONO 11 N MIL 9PLIP i naor i 1:0111110411 WO an • PPM= IMAM 9••O. Ilene Ir I O!i O•b V OIL 011014 •M OK d OR MAMA MI 1•.6. •• veil IC WW2 N &1t411• LO ,OIL •Ot INC H1[Mi •IC eat I.1[ 63.•1• MO= M MA. AMMO • L 11) Al �011IL K COOL ANA O� Him •111 V= I A e• OUP WJI & Olt WO ••••111 OWL bIL tSle1 a ASMM83 s /N• I/.•)ILL O M cr r •ICAMM e► IM 11001 • . esaUn S IoMSOe.K• v 11•0u 1b • K 11 MOO Kdtt 9•q OW ••,• .. • - MOS IOW .. � ; s... _ ,M_M C AM — pane M ROM iQe•C • • K •S1 OM Of•et t IoL Iw 11M SL Ill WNW =WU MOS OWL MIK • •u MOW* -1./ .m .,r 1 fate. ©snip ANDL (1) ALUMINUM HEADER CHANNEL DETAIL Bv 6x1 es" BILL 2 s9'SLL 86' SILL HEADER CHANNEL LAYOUT 44 SAL J Ikr t . (/281.6 t/rTe 1/= 8 , /e �li 1 56' SILL ....... x 10 ANCMDRS 'f 9 AMMONS r/r 1r s /tr SI.Or I2 Aromxis ( L) IIlI11 I11�� r +, le 1 ID° • Note; R &Tarareed tit r O.Itr A1.4*412 eil t aUleh bolls soar ....eh •wt m i0 - steure � ®panO Sal. DETAIL. 2.51) t Lm or SILL If • • • . • 3 • • •. • • 1 f Gsai+asr +bar+mos+ . moon 2m•� F— tsoe•_+ -.- I3. r —}— tLar (• • • • • 1 MOIL MM. • ►/ta9 IMO HOLE • =CM Bata f as9• +LW+ sal. asr +Gov't 93D•+smi PAPAS 13r-4 1 -- tsar- ---4. -.- t —4— U.eO" --+— NDe/ --♦ u.OD' - oral I • • • • • • • • i • • • • . • • .1 F 93r+ sae +sW +Gar+ GBr +car +gar +ear +a so 1a Moss tua' •-}— mat — 4- 13.ar- --4- -- uao• -4— tsar-4 - • • • • • • • • • • l• sir +LW +9ir + oar + 9sr+ sm. oar* sir+ 1904 asr + wl aaactIMt 5.woj SILL LAYOUT` 3 4 PRODUCT acart Eastas, - D3rY•D PIO BoLl,ing;� � MIMED RS t tMINR SON Sir er g , PROOOC ... IRhL 818S0r .. lIDIN8 CODE COWUNICE MCC RcanNa 99. - OS0s0 410 • •• •4 •o • �•► ir•Jlr •i S AN•y -� pp�� °M bLG ti `w•xrAta a• IOF2 • d i i „pail& Odd i1 boob. Ando 0 c O Wg.1. MOUNT SECTION (DIRECT MOUNT S_YSTEYl Star S eae N.T.S O iE.ADFR / STUMM ANC► E YOUNT SYSTEM( N.T.S Rod 6 ION f 7 sir Olo 1 1/117' Do Pod WM. pled 0020 1t ^ M o e M W Venal N„1 1 S0000 er► g No NW OA e 111/1 /20 Redd CiA-b Asir 1/1'A Rued y� Soso 1 f 820. tadlOrod Mod 5 0 1 02 Oft rd /e/20 Red ea.>Iq r ed/1' AO lk. Ned ea► Cob FN S10On 2 Selma &A 1/ IIU F1 1%4'01 t7r or roe' P.T. clod a.r r.ra1•9 C ►f' so. • e'er M. Reed No*, 0 sr • 1'.► /1'/l0 11.. Heed Ord 111/1'/70 New dN -M A.aw. _0 maws Ora le i P.1/.'/70 New l! — Ca•-b Mew COI, Of Des Year FANO 10 Alter ens ez me ta & bovemed yr R7/ .. b Gobi fM 4 erns MOT TO Melt TM port f• MO WWI • 11 8 YAI B< f Ai lOP OR 0(1011 tY was WALL SECTmN (SOfOMf1 OSTUDDFO ANGLE / TOP & ROTTOM MOUtj S15TETt (WOOD FRAMtl N.T.S N.T.S san t.bibu Sinews td.Rep e►tlrw. MIniOR SD4EO J E (1 4. Z' EDEZ M s Won 1.e I(�' e irO1 1: 1 ae 0111.1.1.3 M✓ wo W .w. c v�ra a� •••• ANC( el u a/ It Y LOGO on •oeN COS r h -=M . 11 tit ��111 � 4 1/.1 .meat tat No • • Kt WO COW M f 1 .a fl•Owe were nos Mai MO ` - n` pear 40 RAO snail. OAi Rj ML71.00DOCca1s N.1 *Wok Pell 1/P.7 1/4' loss. ./Hes Need sae. 1 / wz pawl_ TO AMEtr rem, C CT ODfo MACE / rOP Ae DTT MOOR fOQOAAC SWI, 7' tOC[ 1307071 �•I.r1 4041 oleoultAftw MAMA OLT wr. wee) WV else o Na .l• t 177' s ��� cal WI I - i 4 e7 .3 u t! •o MOM= wed - mails& NI Sr MCC YAM PROM a COwtOlm TI! CORM EEEYIOI MOOD CODE 11OE DIMME R BMW CODE COMMENCE OMEN =um a. 4"7 - AR0511I 0140d. X11 SOON • The Qolvonized Steel Storm P the toughest cansUtion scan building code recognized • Regular carpenter tools listed • Our storm panels system has • 1) Tapcon screws into canoe are all typical examples of di • The detailed instillation located in the • gu • Our system utilizes standard door openings. • The stitch bolt secures panel secures both panel layers to • The d'rea mount applicatio • When pre - drilling forte Ibis special tool (Kline exp • A li8" pilot boleJor wood tnaximwm depth of bet • When installing stone pane • The product placement f specific intended location. • Storm pastels and mound° to accent and conceal moo • A minimum 2" edge dis • Steno panels provide hu • A wing tut driver tool is • To meet building code tools. • in areas where storm pan premiums ors suf ii ' • The tested wind speed M.P.N. wind born water • Approved fasteners for • Furring is a means of ad • Proper care in storing indoor area If indoor condensation. Whether loose canvas tarp or tarps should neva be u • The 20 Gauge Gelvan minimum clearance building • SEMCO maintains $ am to 5:00 pm EST. fortis are available if SEMCO STORM PANEL FACTS Hurricane Tool Envelope protection Syat em is building code listed by Menu Dade County Florida. U:S.A. Tested by ` .s: ' worldwide. Wind and hurricane storm panel protection is mandatory in Dada 8roward and Palm Beach counties and dso de. particularly in coastal or high wind regions. installation instruction :use all that you need for Oo-)t•Younelf Storm Panel Applications. f alternate fastening hardware fin both concrete. masonry, stucco. block or wood flame Application. oerY, 2) Lag screws into wood naming and 3) Sidewalk or hex bud b o lts s a secured by tamp - corrosion resistant fattener hardware combinations that are all code approved Ow both storm panel mounting systems. b tested with a variety o tcrua in masonry err camerae anchors on a n ;ucrral Ilaton anish. may provide easy to follow. step by step instru criuns. our The e eb il h is ingus+ t o 9 e available in v a and i �. take -off Inibrmation necessary to confirm y pamphlets will provide available size and quantity 44 ", 56 ". 68". and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and Cher and is located at panel midspan and provides excellent impact protection without unsightly side mouton: :�.,rdwore. This gather ideal for round or bay window amp panel application and is also the most economical approved system available. ow an n cell of the concrete bloat. the expansion tamp in anchor may:sti i be installea utiIi_ing chars and accidentally break into an ope ins impact selling• n anchor setting evi leanly drilled to a construction or 1/8" pilot followed up by s 44 hole for masonry construction- Expansion anchors are typ %.1 -1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. on d ce). This device does nottequ d panel is to lap over not under the runnel lento right applications. course the next con espoa e protection without lapping put the window opening lable for both screw gun and handratcha screw driver. s, atter•the initial mounting hardware is applied. starts panel systems are designed to be installed without the use of special power torc s are required by building d and also fbr existing bulldogs constructed in code required regions, typie:.► mortgage insuran': alai code a need when app building code requirements of 1 IO Sir the SEMCO St'artn Panel Systems is approximately 140 M.P.H. This exceeds the average nd dying debris protection. per W51.410011 lee critical to confirm building code requirements. itg a spacer to sa out away from the wall or glass of a window. hurtling late! iguana MUST BE RtEPT DRY, ideally, panels i,ould be store.i is •• no panels is essential. Penh not being immediately rnm extreme caution should be taken in order to prevent moisture o 6lotdks. with of the stack(s) panels one e ! by nd assn. be . s Y wfai . . or A eryroo[ paper should be e placed the over the stack(s) but never tightly s n o G T ut b oars, t he Panel su s should b e stored offof the ground 00 airflow to levA. Pltic indoors c k( ) t tl secured to the gro in order to aUow.proP Id adensation el. Wind forces are dent Chat defined at pounds per square in pressure and vary with height ",d location o e d Sled Storm Panel System was tested at t7l.S PSF and —55.0 PSF and with a had nom window to tits pan technical support Hot line 1. 800. 737.732 or 1. 800 -SE -SPECS with a team of *punted technician Monday through Fridn• •. • r Dee on on building permitting, custom lengths. special applications and genet "How To"•information. Building : • viding infomhali storm panels are purchased the Beaton of approved storm pan el protection is provided. e el. The plastic will only agate and ho co 'Ih maximum of imam deflection 2-51S" Deflection ith 5/2' ignature Jr Date Name Building Name of Munici ' - ity Address City, State, Zi RE: S Dear Sir : We are the au This letter au orizes f ollowing j o erel cial Southeastern Metals Mantfacturing Co.. Inc. 11601 Weeny Wye • P.O. Box 46947 Jacksonville, Florida 32218 1 (00)44242 FL WATS • 1(800)874 -0996 NAT. WATS • (904)797 UTTER PRODUCT APPROVAL AUTHORIZATION FORM the Dade County Notice of Acceptance Holderfor d distributor o f Name Of Owner Jabstte Address uthoriz Print Na e and Title Installer under the �. approved under number 22 .4aQLQ1. o be used at the rY��L :Notice of Acceptance Holder to use our IMAMI -DADE »RODUCT CONTROL NOTICE OF ACCEPTANCE T.I. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0902.02 Expires:06 /29/2003 ills 1 - 0 0 T Approved: 06/29 /2000 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE. OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX 1305) 375 -2908 CONTRACTOR LICENSING SECTION 1305) 375 -2527 FAX 1305) 375 -2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 - 2902 FAX (305) 372.6339 Your application for Product Approval of: Series 230 Outs wing Alum. French Door w /Sidelites(reinforced 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 Buildin`, 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 testin`tt. if this product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend the use otsuch product or material immediately. BCCO reserves the right to revoke this approval. itit is determined BCCO that this product or material tails to )Meet the requirements of the South Florida Bu(ldul_, Code. Raul Rodriv.uez Chief Product Control Division THIS IS THE COVERSI-fEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County. Florida under the conditions set forth above. j� . r =rancisco Quintana. K.A. Director I or Miami-Dade County 13uildin`g Code Compliance Office Internet mail address: postmaster ®bulkItnecod ine.ram � _ Hemennoe_ httnil /www.huildinorndennline.com T. M. Window & Door Company ACCEPTANCE No.: 99- 0902.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 2 9 2000 JUN 292003 1. SCOPE 1.1 This approves an aluminum outswing French door, 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 230 Outswing Aluminum French Door w/ Sidelites (Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No PA99230, titled "Series 230 French Door" Sheets 1 through 9 of 9 dated 10- 21 -99, latest revised on 04- 28 -00, signed and sealed by Ballard L. Argus, 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 application of pair of doors and single door with or without reinforced sidelites, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outswing French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Adceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. 1. L.I4a,l__ [shag E. Chanda, P.E. Product Control Examiner Product Control Division 2 of 3 T. M. Window & Door Company ACCEPTANCE No.: 99- 0902.02 APPROVED JUN 2 9 2.000 EXPIRES : JUN 2 9 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) vlisuse of this Acceptance as any 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 tine. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. 1 s 1��5 1 , Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of3 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 9 ( // Date �_ Job Address ///6 OE 0 37 Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant gML/ $ l7P"6 d Master Permit # y l� / $ o Owner's Address � 1 � (� �� .. J ,,,,Z S � � / /G/iyI/ /LIO S Phone , 5 - 7 Contracting Co. Address Qualifier State # Architect/Engineer Bonding Company Mortgagor Address Square Ft. Signature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires: APPROVED: Zoning Mechanical Municipal # Address Permit Type (circle one): (BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ./� / / / fZ6. -7 I 1 0) /o% — (. , c�cJi v) da-c) Gc / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. SS# Competency # Address Estimated Cost (value 7 Date •tary as to Contract y Commission Exp FEES: PERM; T oZ D RADON C.C.F. NOTARY ,� BOND Building Electrical Plumbing Structural Engin Phone Ins. Co. or Owne it f VILLM I OreAllY PUBLIC ST/ TE'Ow PLO11DA COMMISSION NO. C 7I 4103 MY COMMISSION EXP. IYAlt - p.m_ TOTAL DUE /Z Yig 81/49 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO 7 TAX FOLIO NO /)- 3205= U oai - O L020 0084.89683 2000 OCT 12 10:34 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /1 /6 Nq '' - I-u)g 2. Description of improvement: .8R /h 'oo" /'t AinV/ ae.) 3. Owner(s) name and address: /74y .5 / '/ ' /// 10 /7/_ /�' 7 51 /J4 a,A4 / 3 res, fL - 35 / 5 F Interest in property: 1ll/2/7- Name and address of fee simple titleholder: Alt ,S 7 - - r - 4. Contractor's name and address: S// to LoNs t /ot-f Cp"y y 20 /4!/ /CXE 2i r gve /i// /91tf( 7,01.es/7/1 33/ 7 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ `TM , AD 20 WITNESS my hand and Official Seal. 6. Lender's name and address: 4 ;"//j1Dr./ 9 Cc Q �� HARVEY RUVIN, CLERK, ofCucnt and County courts / _ /.5gs/ (/a y-f d onu 12 ms 3 0 / a //w iu . �y , G Cam / 1_4c. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: AVM 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: A /'" 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ALI vP / • Notary Public Print°Notary's ame My Commission Expires: .'' -` • C:I ADYS 1 VILLAR NOTARY PUELI nN OF COMMISSION tat Y COMMISSION EX?. MAIL 1 a� / u'/ cha,e/ xO /ZI/, STATE OF FLORIDA, COUNTY OF nA t I HEREBY CERTIFY that this is a .rue copy of tho original bled in this office on l"7 GI day of Prepared by: fv "I PS1,7/VbX tr Address: (4 1(9 NI= lo- 5T' LV A " �vt�:iZGi 1 . r2 '3 123.01-52 2193 REMOVE EXIST. WINDOW & PORTION OF BLOCKWALL DIRECTLY BELOW WINDOW TO FIN. FLOOR, OPENING SIZED FOR NEW 2'- 6 "x6' -8" STL EXT. DOOR WITH VENTILATION WINDOW, BUCKS SHALL BE FASTENED AS INDICATED TO EXIST. FILLED CELLS ALONG ECH. SIDE OF OPENING & EXIST. TIE -BEAM ABOVE REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS, PROVIDE APPROVED EXT. STORM SHUTTERS, (SIZED FOR OPENING) REVISIONS BY ADD - WAY SWITCH FOR INT. LIGHTING & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ELEC. ALL SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) CONTRACTOR SHALL REMOVE & REPLACE ALL EX. PLUMBING FIXTURES, RE -USE ALL EXIST. SERV. LATERAL LOCATIONS E X 1 5 T. R 0 0 M GENERAL NOTES : n I 1 ■ RENOVATIONS FLOOR PLAN ALE: 1 /4'= 1' -0" 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT r LESS THAN 3,000 PSI ® 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM —A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER OWNER) 5. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS di WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFUCTS PRIOR TO CONSTRUCTION. 6. & DOORS RESISTANCE & TOLERANCE. E WINDOWS SHALL SHALL SI MEET AN AAMA 101 CURRENT IMPACT & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. PLAN NOTES : 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE —USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING IS REQUIRED) 4. REPAIRED OR REPLACED CLG. UMITS SHALL MATCH THE EXIST. CLG. HGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY AU. EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8 25GA. MTL STUDS ® 16" O.C., FINISHED W/ 1/2 GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REVD., FINISH AS PER OWNER SPECIFICATIONS. E X 1 S T. R 0 0 M REMOVE PORTION OF EXIST. (NON- BEARING) WALL & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MTL STUDS 0 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) TYP. DOOR W/ WEATHERSTRIPPING 3" MIN. SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL TYP. DOOR INSTALLATION DETAIL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" 0.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS 0 16" O.C. (TYP.) 4" MAX. FROM ANY CORNER * FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS 0 16" 0.C. & 4" MAX. FROM ANY CORNER r Registered P Professional fiatonal Engbow #14327 �i/" L r V n G ,7 V G V G ► L G R 1 1`1 D 430 HOLIDAY DRIVE. HALUWDALE. FL 33009 1116 N.E. 92nd. STREET, MIAMI SHORES, FLORIDA 33138 DATE SEPT., 2000 SCALE 1/4%.1'-0 B1' C.R.W. =WC SE -0004 BHT A -1 REMOVE EXIST. WINDOW & PORTION OF BLOCKWALL DIRECTLY BELOW WINDOW TO FIN. FLOOR, OPENING SIZED FOR NEW 2'- 6 "x6' -8" STL EXT. DOOR WITH VENTILATION WINDOW, BUCKS SHALL BE FASTENED AS INDICATED TO EXIST. FILLED CELLS ALONG ECH. SIDE OF OPENING & EXIST. TIE -BEAM ABOVE REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS, PROVIDE APPROVED EXT. STORM SHUTTERS, (SIZED FOR OPENING) REVISIONS BY ADD - WAY SWITCH FOR INT. LIGHTING & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ELEC. ALL SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) CONTRACTOR SHALL REMOVE & REPLACE ALL EX. PLUMBING FIXTURES, RE -USE ALL EXIST. SERV. LATERAL LOCATIONS E X 1 5 T. R 0 0 M GENERAL NOTES : n I 1 ■ RENOVATIONS FLOOR PLAN ALE: 1 /4'= 1' -0" 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT r LESS THAN 3,000 PSI ® 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM —A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER OWNER) 5. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS di WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFUCTS PRIOR TO CONSTRUCTION. 6. & DOORS RESISTANCE & TOLERANCE. E WINDOWS SHALL SHALL SI MEET AN AAMA 101 CURRENT IMPACT & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. PLAN NOTES : 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE —USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING IS REQUIRED) 4. REPAIRED OR REPLACED CLG. UMITS SHALL MATCH THE EXIST. CLG. HGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY AU. EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8 25GA. MTL STUDS ® 16" O.C., FINISHED W/ 1/2 GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REVD., FINISH AS PER OWNER SPECIFICATIONS. E X 1 S T. R 0 0 M REMOVE PORTION OF EXIST. (NON- BEARING) WALL & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MTL STUDS 0 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) TYP. DOOR W/ WEATHERSTRIPPING 3" MIN. SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL TYP. DOOR INSTALLATION DETAIL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" 0.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS 0 16" O.C. (TYP.) 4" MAX. FROM ANY CORNER * FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS 0 16" 0.C. & 4" MAX. FROM ANY CORNER ra MAKE SOMETHING GREAT` HURRICANE DOOR SYSTEM DESIGN PRESSURE RATING POSITIVE 50.0 PSF NEGATIVE 50.0 PSF SISTEMA PARA PUERTAS II1IRRIC ANE NOTICE OF ACCEPTANCE AND APPROVAL / INSTALLATION DRAWINGS SAVE FOR B UILDER AND INSPE CTOR Part # 39098 400 MIAMI - DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:99- 1104.01 Expires:02 /18/2001 Internet mail address: postmaster ®buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Stanley Door Systems NC CONTRACTOR LICENSING SECTION 7300 Reames Rd. (305) 375 -2527 FAX (305) 375 -2558 Charlotte NC 28216 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Sta - Tru 1/2 Lite Single Outswing Residential Insulated Steel Door 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 mauler, 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Lrn, rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Approved:03 /24/2000 Building Code Compliance Office Homepage: bttp : / /www.buildingcodeonline.com Stanley Door Systems ACCEPTANCE No.: 99- 1104.01 APPROVED MAR 2 4 2000 EXPIRES :February 18, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a residential insulated steel door, 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 Sta -Tru /2 lite Glazed Single Out:;wing Residential Insulated Steel Door and its components shall be constructed in strict compliance with the following documents: Drawing No: S -99 -63 titled "Sta -Tru door outswing / Glazed" Sheets 1 through 4 of 4, dated 10- 14 -99, revised on 02- 16 -00, prepared by RW Consulting, 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 o1'single door only, as shown in approved drawing. 4. INSTALLATION 4.1 The residential insulated steel door w /sidelite and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the malufacturer'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 in:,tallation of this system. ISIta l . (Aa ,, c k Ishaq 1. handa, P.E. Product Control Examiner Product Control Division 2 of 3 Stanley Door Systems ACCEPTANCE No.: 99- 1104.01 . MAR 2 4 2000 APPROVED EXPIRES :February 18, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently libeled 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 (identi. :al) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of a.ny 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 literalure. 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 distribitors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance: shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. lsl,�►� t . Z,LaNdL Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 i 0 O / N. 0 \ / \ / / \ / \ 1 3 ow 'H'n _c.na . TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS & DOOR MODELS 4 ANCHOR LOCATIONS & GLAZING DETAILS DESIGN PRESSURE RATING WHERE WATER j / / . REQUIREMENT T IS NEEDED INFILTRATION POSITIVE + 50.0 PSF NEGATIVE — 50.0 PSF STANLEY DOOR SYSTEMSI J STA —TRU OUTSWING GLAZED STEEL DOOR WITH WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED rrturtrtLT 10 I IWIVJr tK LUAUJ 1 U I ht STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. MIAMI —DADE APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. 5. LATEX OR SILICONE CAULKING AS NEEDED TO UNIT INTO BUILDING ENVELOPE. 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 37.5' D.A. MAX, F.W. -- 20.75' MAX D.L.D.- - 0 0 0 m a. SEAL OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets: 24 ga. (0.023 ") minimum thickness, Galvanized steel A -525 commercial quality — AKDQ per ASTM 620 with min. yield strength of 36.34 ksi. Core design: Polyurethane foam (BASF) core laminated to inside faces. Construction: The steel face sheets are crimped to fit hinge and lock stiles, terminating with a 90 degree bend. The latch stile is reinforced LVL. The panels are routed and reinforced with a continuous steel channel 0.035" thick to receive the lip lite inserts. Glazing: See Glazing Details "A" & "B" on Sheet 4. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ((1 Z 'I, ZDOD BY i SLegc . (JbawoL- PRODUCT CONTROL DIV:S BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO.' ak 0 m 0 z CONSULTING (813) 684 -3831 DATE: 10 - 14 -99 SCALE: N.T.S. DWG. BY: RWBC cHK. BY: — DRAWING NO.: S99 -63 SHEET 1 of 4 DESIGN PRESSURE RATING WHERE WATER j / / . REQUIREMENT T IS NEEDED INFILTRATION POSITIVE + 50.0 PSF NEGATIVE — 50.0 PSF STANLEY DOOR SYSTEMSI J STA —TRU OUTSWING GLAZED STEEL DOOR WITH WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED rrturtrtLT 10 I IWIVJr tK LUAUJ 1 U I ht STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. MIAMI —DADE APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. 5. LATEX OR SILICONE CAULKING AS NEEDED TO UNIT INTO BUILDING ENVELOPE. 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 37.5' D.A. MAX, F.W. -- 20.75' MAX D.L.D.- - 0 0 0 m a. SEAL OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets: 24 ga. (0.023 ") minimum thickness, Galvanized steel A -525 commercial quality — AKDQ per ASTM 620 with min. yield strength of 36.34 ksi. Core design: Polyurethane foam (BASF) core laminated to inside faces. Construction: The steel face sheets are crimped to fit hinge and lock stiles, terminating with a 90 degree bend. The latch stile is reinforced LVL. The panels are routed and reinforced with a continuous steel channel 0.035" thick to receive the lip lite inserts. Glazing: See Glazing Details "A" & "B" on Sheet 4. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ((1 Z 'I, ZDOD BY i SLegc . (JbawoL- PRODUCT CONTROL DIV:S BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO.' ak 0 m 0 z CONSULTING (813) 684 -3831 DATE: 10 - 14 -99 SCALE: N.T.S. DWG. BY: RWBC cHK. BY: — DRAWING NO.: S99 -63 SHEET 1 of 4 STANLEY DOOR SYSTEMSI J STA —TRU OUTSWING GLAZED STEEL DOOR WITH WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED rrturtrtLT 10 I IWIVJr tK LUAUJ 1 U I ht STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. MIAMI —DADE APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. 5. LATEX OR SILICONE CAULKING AS NEEDED TO UNIT INTO BUILDING ENVELOPE. 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 37.5' D.A. MAX, F.W. -- 20.75' MAX D.L.D.- - 0 0 0 m a. SEAL OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets: 24 ga. (0.023 ") minimum thickness, Galvanized steel A -525 commercial quality — AKDQ per ASTM 620 with min. yield strength of 36.34 ksi. Core design: Polyurethane foam (BASF) core laminated to inside faces. Construction: The steel face sheets are crimped to fit hinge and lock stiles, terminating with a 90 degree bend. The latch stile is reinforced LVL. The panels are routed and reinforced with a continuous steel channel 0.035" thick to receive the lip lite inserts. Glazing: See Glazing Details "A" & "B" on Sheet 4. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ((1 Z 'I, ZDOD BY i SLegc . (JbawoL- PRODUCT CONTROL DIV:S BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO.' ak 0 m 0 z CONSULTING (813) 684 -3831 DATE: 10 - 14 -99 SCALE: N.T.S. DWG. BY: RWBC cHK. BY: — DRAWING NO.: S99 -63 SHEET 1 of 4 ITEM DESCRIPTION MATERIAL 1 DOORSKIN .023" STEEL 2 1.68"X1.18" LATCH STILE LVL 3 1.61"X.75" LATCH STILE REINF. CHANNEL STEEL CHANNEL 4 1.68"X1.22" HINGE STILE PINE 5 1.68 "X1.22" TOP RAIL PINE 6 1.68'X1.00" BOTTOM RAIL (NEWELL) PVC 7 HINGES 4" X 4" X .088 WT. (STANLEY) C.R. STEEL 8 #8x 1- 1 /2 " PFH WS — 9 MAGNETIC WEATHERSTRIP (HOLMES) QB COMPRESSION WEATHERSTRIP SCHLEGAL QDS 650 VINYL FOAM 10 COMPRESSION WEATHERSTRIP (HOLMES) COMPRESSION WEATHERSTRIP SCHLEGAL QDS 650 VINYL FOAM 11 COMPRESSION WEATHERSTRIP, THRESHOLD FOAM 12 HEAD JAMB FINGERJOINT PINE -13 HINGE JAMB FINGERJOINT PINE 14 LATCH JAMB FINGERJOINT PINE 15 POLYURETHANE FOAM CORE (BASF) TYPE A. INFINITY: RESIN (P14120R) ISOCYANATY (P1001), CYCLOPENTANE. TYPE B. RETRO: RESIN (P12430R), ISOCYANATY (P1036). 16 18 x 2 1/2" PFH WS — 17 18.75 "X3.0"X1.67" LOCK BLOCK WOOD (PINE) 18 LITE FRAME (ODL SPARTECH DC- 164 -3 -05) SEE DETAIL "A" 1" GLASS SHEET 4 OF 4 or SEE DETAIL "B" 1/2" GLASS SHEET 4 OF 4 POLYPROPYLENE 19 LITE FRAME ANGLE SUPPORT — 20 GLASS — 1/2" or 1" INSULATED SEE DETAIL "A" 1 GLASS SHEET 4 OF 4 or SEE DETAIL "B" 1/2" GLASS SHEET 4 OF 4 0.125" TEMPERED 21 KWIKSET 660 DEADBOLT — 22 KWIKSET SERIES 200 DL PASSAGE 23 #8 x 1 1/4" PFH WOOD SCREW 25 #8 x 1 1/4" PFH WOOD SCREW — 26 #9 x .625 F.H. WD SCREWS — 27 #9 x 1.00 F.H. WD SCREWS 28 #10 x 2" PFH WD SCREWS 29 BUMP THRESHOLD (WORLD WIDE) ALUMINUM / WOOD 30 3/16" TAPCON (ITW) OR 3/16" (ELCO) STEEL 31 N/A 32 #8 -1 1/4" TEK SCREW .250 [ CLEARANCE MAXIMUM .15' MIN. COUNTERSINK 4.563' • ••r 6 . • •• .Q •••0 • •• 1.15' MIN. EMB. x '.0 W � tU (4 Q N (4 a , c D N z AxW >- W1— LA ix _J _J I— V)NU 1.25' 1.25' MIN. EMB. • 4.65' .023' DOOR MATERIAL THICKNESS • . 1 3/4' OVERALL DOOR THK. -J W z 0 z 0 0' n 1 VERTICAL CROSS SECTION PLACEMENT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE '-� DATF /� 6 , Z1 2 0 0 BY l$1.4..1 l • PRODUCT CONTROL DIVIS•ON BUILDING CODE p COMPL!ANCE OFFICE ACCEPTANCE NO. J_1 - . // • / O to N z 0 N rr W Q O z DATE: 10 - 14 - 99 SCALE: N.T.S. DWG. BY: RWBC CHK. BY: — DRAWING NO.: S99 -63 SHEET 2 OF 4 INIERLQB -- - 34 75 MAX. D.L.O. 1- 2 H 2 m W x EXTERIOR z 0 H H J U H w W V) I- (n Q 0 ot U 0 J Q U ,..., I-- 41 LLJ W 6 D .' O O 1.15' MIN. EMB, 1.25' • m • 4 "'Fr O or • 1.75' INTERIOR 20.75' MAX.D.L.O 7f m 0 �1 • 0 ° O a O • o: O O O O O� O � O O a O ' o • 0. 10000°9'. .• 0o ;��•��.��•.��� - 0 o o� O • . 0_ 0 0 00.0 0 : 9 �0• • O � 0 ; 0 .0 0 91 0 • O 0 00 ..0 • 0O •• �. 4i 4ftirlD 0 O 1.15' MIN, EMBEDMENT .25' MAX. SHIM .15' MIN. COUNTERSINK OW m C4 d • a 4.5625' JAMB WIDTH ■ v at OPTIONAL GLAZED DOOR MODELS (SHUTTERS REQUIRED) I / gv .c• 6b, •• 35.75'MAX. PANEL WIDTH 1] al EXTERIOR HORIZONTAL CROSS SECTION PLACEMENT • % y 35.75' MAX P.W. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF L it1.Rh Z4, 1o00 BY StacS ( - KAY PRODUCT CONTROL. DIV :S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ' // Ln z O W 0 0 z CONSULTING (813) 684 -3831 DATE: 10 -14 -99 SCALE: N.T.S. DWG. BY: RWBC GHK. BY: – DRAWING NO.: S99 -63 SHEET 3 OF 4 j 4 0 a N J 0 1 V I.L 0 Q fa Z 0 Z IX U W H (U to N. Co ri c� 6' MAX TYP SEE NOTE #1 6' MAX TYP / /' / / VIEWED FROM EXTERI ❑R • N❑TEI 1, USE 3/16' TAPCON WITH 1.25' MIN. EMBEDMENT INTO MASONRY (ITW OR ELCO), 2, THRESHOLD ATTACHED TO SIDE JAMB WITH, (2) #8 X 2.25' PFHWS. t e 6' MAX TYP —6' MAX, TYP t I- - I 6' MAX TYP STEEL SPACER BLOCK GLAZING SCREW #8 x 1.250 12' O.C. MAX. 1.75' 1,75' QSO -16 GLAZING SEALANT STEEL SPACER BLOCK INTERIOR SIDE GLAZING SCREW #8 x 1.250 .4138 12' O.C. MAX. QS0-16 GLAZING SEALANT INTERIOR SIDE .4138 1' THK. GLASS DETAIL 'A' 1' GLASS INSERT LITE FRAME POLYPROPYLENE (ODL) SPARTECH DC- 164 -3 -05 1/2' THK, GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LITE I_ 0.75' AIR SPACE QSO -16 GLAZING SEALANT QS0-16 GLAZING SEALANT .125' GLASS (TEMPERED) .125' GLASS (TEMPERED) DETAIL 'B' 1/2' GLASS INSERT OPTIONAL INTERNAL GRILL .125' GLASS (TEMPERED) .25' AIR SPACE .125' GLASS (TEMPERED) LITE FRAME POLYPROPYLENE (ODL) SPARTECH DC- 164 -3 -05 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE / 2.4 Zc BY \S4Ac \ • L"►nt". PRODUCT CONTROL DIV?S;ON BUILDING CODE g COMPLIANCE OFFICE ACCEPTANCE NO. 1 y '_� 9 • Of 0 0 o_ ° o m cn z 0 O z N v (�7 N 0 0 N i DATE: 10 - 14 - 99 SCAM: N.T.S. DWG. BY: RWBC CHK. BY: - DRAWING NO.: S99 -63 SHEET 4 of 4 MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:98- 0304.03 MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 24 ga. Storm Panel i %lrtri,nurn Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Expires:10 /01/01 BUILDING CODE COAIPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (303) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (3Q5) 375 -2527 FAX (305) 375 -2558 Raul Rodtrriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:10 /01/98 - - s anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster ©buildingcodeonline.com 1 liomepage: htlp : / /www.buildingcodeonline.com MIAMI-DADE MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 24 ga. Storm Panel Ma.iimum Impact under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0304.03 Expires:10 /01/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:10 /01/98 - - I - Internet mail address: postmaster ©buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Product Control Supervisor .1 1, s fi anger, . ► Director Building Code Compliance Dept. Metropolitan Dade County Uornepage: http :I /www.buildingcodeonline.com MetalTech, Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 24 ga. steel storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 24 ga. steel storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded qnchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 24 ga. steel storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed ifistallation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installatlon.pf this system. -2- Product Control Division ji Helmy A akar, P.E. - Product Control Examiner ACCEPTANCE No.: 98- 0304.03 APPROVED OCT 0 1 1998 EXPIRES OCT 0 1 2001 MetalTech, Inc. ACCEPTANCE No. : 98- 0304.03 - 3 - APPROVED OCT 0 1 1998 EXPIRES OCT 0 1 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be avgilable for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. ' 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE • rqa He my A. akar, .E, - Product Control Examiner Product Control Division i-� FLAT BAR CORNER PAN .050 MK 3 VARIOUS DECREE CORNER PAN .050 UIN. 7/8' 1 3/32' 3 7/32' Co 3 1/32' 2 1/4' cu 5/8 n 7/l61rt . - (---r m O . it, N ni .09J cv Ti CROSS SECTIONS 11 29/32' VARIOUS TYPES OF F - TRACK NOT SHOWN 1 1/2' 7/8' 1 3/32' 3 7/32' 1 3/32' 0 2 3/8' t H1 2' RETURN .060 MIN. N X s ocr N n SPECIAL NET PANEL SECTION 3 7/32' 1 3/32' 7/8' VARIES 5" MAXIMUM VARIES 1 BLOCKING S1U0 MAY BE INTALLED W REVERSE' OLREC770N TYPICAL Cu .060 MIN. THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, L2H N I L 1 H IN ACCORDANCE TO THE DETAILED SPEC/F7C4T10NS HEREIN. 8' MIN. 1 8' MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 2' 1 1/2' THE FOLLOWING OR EQUAL W1774 MINIMUM ULTIMATE LOAD VALUES SHOWN 2 1/4' LLL3H l 2' 1 M.L. STuas s,' ' ( TIP. ) f Au. APPLC4l7Ofa5 A?KLES STUDDED IN mums STUMI D` Ti SNORTER LEG ONLY Ltx� 1/4 -70 X J/4 1 _ 78 STAINLESS STEEL WALED S7UDS l 1 I 72 1/2" O.0 WM TO APPLICATIONS oy STETS 2 2 ANCHOR MOUNT HOLES LOCATED ON EITHER HORIZONTAL OR 1CRRG4L LEG STUDDED ANGLE DETAIL COMPLIES WITH: S.F.B.C. 1994 EDInON FOR DAD£ COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FA170UE LOAD TESTING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF SF.B.C. PRESSURE REQUIREMENT CALCUTA77ONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILD /NC AND OTHER STRUCTURES' GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL, ASTM A653 SO GRADE E MIN. Fy — 80 K.S1. MINIMUM VALUE HOT DIP COATED. WITH A NOMINAL W10174 OF 12 1/2' 1/4' DIA: RAWL LOK/BOLT ANCHOR ( SLEEVED DRNE ANCHOR ) MIN. TENSILE 1190 — MW. SHEAR 1520 — 1 1/8' MIN. EMBED. IN CONCRETE TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8' MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK —/N ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8' MIN. EMBED. IN MASONRY 1/4' PERMA —SEAL TAPPER BY R4WL ( MASONRY SCREWS VARIOUS HERO TYPES ) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4' MIN. EMBED. IN MASONRY 1/4" ZAMAC N4/UN BY RAWL. ( ZAAGAC HAMMER ORVES MIA. TENSILE 98LT — MW. Shea& T411Z f . ,a' MIX ESIBFa. PI COMPETE MUd. TENSILE 730 -AIM. SHEAR 7320 F t 7/4' MI/N. EMBEIJ Of MASONRY ANCHORAGE TD WOOD CONSTRUC77ON SHALL 8E 1/4 STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS W000 BUSHINGS OR 1/4 _ ECO PANE MATE'S WITH 1 7/8 MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 ct 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE R£SPONS/BILlTY OF THE" CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEN? A PERMANENT LABEL OR STAMP SHOWING " METALTECH, INC. HIALFAH FL " " 040E COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING ' STORM PANELS WILL NOT OFTER HURRICANE PROTECTION UNL:» ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FASTENER COMPONENTS EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME ROBERT S. MONSOUR, PE 1/8' x 1 1/2' FIAT STUDDED STROP MAY BE USED IN PLACE OF ANGLE EB- 0006024 VRT1T ENGINEERING. ►iC APPROVED AS COMPLYING WITH THE SOUTd FLORIDA BUILDING CODE D' { TC 0J 19 BY PRODUCT CO '1 D1VIS:ON BD LNI ACC NCE CODE NO q g COMP -O IACE Oy OFFCE .Q3 24 ga. J W a M 2 0 V/ • REVISIONS BY 03/20/98 06/12/98 08/14/98 SP SP SA 1 1 • SEE ANCHOR SCHEDULE CONNECTION TYPE "D" A DETAIL 1 SI857RLCIleav DETAIL 5 .500 DETAIL 9 FLOOR PLUG AND MACNINE SCREW ANCHOR 12' ac .. STORM PAAEZ RYPJ SPECIAL PANEL CONF7CURATION ANY BE NEEDED FOR TRAPPED FROTHS. PANELS ANY BE ADDED jO MI A MAXIMUM ADO -ON OF J FASTENED TO PA ��E OF 164 PO? RNE7'S 4 THR BOLTS 16 .01 0.C. j oit® WRFC( PAN ANGLE M4Y WIRY HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "8" RCURN PAN VARIOUS SIZES FLANGE ANY BE REVERSED 7/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. OR OTHER HEADER or SILL REFER TO THAT APPUCA770N FOR PROPER CONNECTION TYPE DETAIL 2 CONTINUOUS BLOCING 2 PIECES FASTEN TOGETHER WITH /54 RII73 LIR 15 .11 CJC sCREIts 12' AC. 1/8 x 1 1/2 FLAT BAR SRL S7LGOED IMTN M'CM/1S , SEE ANCHOR SCHEDULE CONNECTION TYPE C - HEADER or SILL RETURN PAN. AA .E TUBE OR MOOD MUST BE USED ON ALL BUILD our CONOIRONS TO CLOSE co ars E.D. NOTE* SLOTTED MCFRIIING HOLE MAY BE USED N CORER *EB OF PANEL. T1'P. FOR ALL SPE'CUL PAN APPL G TIONS. PLAN VIEWS p£TAIL 1; A. B, C t D -1' M/K O HEADER or SQL ANY BE INSTALLED IN REVERSE OIR£CAON BOLTED TOGETHER WITH 1/4 -20 THRU BOLr W/ LocK NUT 6" 0.C. USED AS HEADER OR SILL SEE ANCHOR SCJ'IEDULE CONNECTION TYPE "E" DETAIL 6 7 VP" lox 715 PSF MAXNI>M • •= -*EC/ MAXPAUM PAWL HE C T 96".' 1 /4-X 110v O4r CAM Sit / DETAIL 3 OR @ CONT7NUOUS BLOCKING 3/16 ANGLE HEADER or SILL R 7O WY BE INSTALLED IN REVERSE DIRECIION AS IN OETA/L 6 DETAIL 10 HEADER ON 1LDP s_ ON L1011OH CONTINUOUS BLOCKING R`•!.1.'/' 3/16 ANGLE BOLTW TOGETHER MTH 7/4 -20 THRU BOLT w/ LOCK NUT 6' 0.0 USED AS HEADER OR SILL DR O CONTINUOUS BLOCKING .7/16 ANGLE 7/4-2D 1.tfISHVE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" O.L. .7. MIN EDGE DISTANCE . . PQURED• CONCRETE ONLY OPTKW4L USE OF 1/d ANMZE FOR PURPOGE OF F •1EN0 VG K4CL FLOOR PLUG AND WaBNE SCREW AMCNOR 12" ac. INSIDE CLOSER PAN ASSEMBLY Ark Aw MVbtIL£ P. Ar BOTTOM ID PASS OVER MVO AND M110IL/T Si JILL (CAOI SASE) • NOTE * * 9 • MAXIMUM GAP BETWEEN STROM PANEL AND 0.LO. SHALL NOT EXCEED 1/4" 1/4-20 r 3/4 *M ED STUDS AS VIEWED FROM FRONT VLEIY Mfl1/ wASHERED ovum= MA) t1 HEADER or SRI • . ir an,�EO -• • . ;� • i s A.L.. 4.4. Balt* SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 4. SEE ANCHOR SCHEDULE CONNECTION TYPE "A" CONTINUOUS 4000 BLOCKING VARIOUS SIZES DETAIL 7 F £0 EQ 9' MA-MUM NOTE: \E.D. r• 'fI ® HEADER or Sill OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE ( -STORM PANEL 1 MIN. MN00w OR OCOR ROBERT . MONS.OUR, PE E13-0006024 wt. ENGINEERING. RIC. 2 J /4' MAX. NOTE* MAX L 1 IMPACT' STORM PANEL HORIZONTAL INSTALLATION ELEVATION E.D.\ MMY BE 1AOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 VERTICAL INSTALLATION ELEVATON SEE ANCHOR SCHEDULE CONNECTION TYPE "8" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" RO CONTINUOUS BLOCKING BOLTED TOGETHER *7771 1/4 -20 THRU BOLT w/ LOCK NUT IV ac. 19 cr.THANUOUS BLOOONC 1/4 -20 r 3/4 KNURLED STUDS WITH WASHERED WINCNU7S 12 1/2' O.C. (TYP.) IT SHALL BE THE RESPONSIB/UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH — STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE MASONRY. WHEN ANCHORING TO W000, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0. SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE A °DROVED AS C I ? ?_Y'.N G W TH THE S FLOR;D. BUILD' �:G CODE D:.T� �'� .. 19 8'r _ PRODUCT CO ' ROL DIMS ON • BUILDING CODE C( N ANCE OFFICE ACCEPTANCE NO.Q 8 ' 0 3c4.03 SP SP SP T1 REVISIONS BY 0 06/12/98 08/14/98 a • SEP /a43 / ' 01/10/98 98001 "o 2 7 1/4 -20 FLOOR PLUG WITH MACH /NE SCREW ANCHOR HEADER OR SILL • CONCRETE OR MASONRY • f • CONNECTION TYPE ' E D. • REFER TO DEFECTION CHART TT R STORM PANEL CONNECTION 1/4 -20 FLOC PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD ° MIN. GLASS DETAIL 19 NOTE* DETAIL 15 SERVE THRU WINDOW - STORM PANEL NOTE: THE METALTECH STORM PANEL WY BE INSTALLED WITHOUT 77/E USE OF AN EXTRUDED HEADER OR SILL. 77IE SHUTTER MAY BE ANCHORED DIRECTLY TO TN£ STRUCTURE WITH THE USE OF ONE OR A COMBIN•77ON OF DETAIL 13 t71AIL- 1 3/8" THRUBOLT5 9 1/2" 0.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" - 1 - 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL . ANCHORS 12" O.C. Q z MTh:* 1/4" PANEL MATE SCREW HIM 14 -20 STUD HEAD .W/T74 WASHERED W/NCNUT , HEADER OR SILL »300, CONCRETE OR MASONRY CONNECTION TYPE "A" O orC) HEADER or S7LL CLASS R ® C W71NUOUS BLOCIQNC 1/4" ANGLE REFER TO D�71ON Ix STORM PANEL CO1I*ECT)ON TYPE "A" 1/4 PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER M71}I 1/4 -20 THRU BOLT w/ LoCX NUT 12' 0.C. DETAIL 17 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4' 0.C. 3 MIN. EDGE DISTANCE POURED CONCRETE ONLY 59. PSF MAXIMUM • / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL QO PANEL SECURED WITH ---"" WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:* AL — STORM PANEL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO F7?AA COMPLYING W!TH QO ROBERT S. MONSOUR, PE 77 , NOTE'* • E CT1ON TYPE "A" CONNECTION : TYPE "A" i'l5T1.1CCO INSTALLATION DETAIL 14 SEE ANCHOR SCHEDULE COMECTION TYPE "C" DETAIL 18 CLASS SOUT OR :DA BUILDING CODE DAT � , ` : A DL 19 BY �. PRODUCT CON ' L DIV!S.ON BUILDING CODE o COMPLIANCE OFFICE ACCEPTANCE NO. 1 g -03 04 -0 3 THE 1 1 REVISIOM BY • 03/20/98 4/20/98 sP 06/12/98 08/14/98 SP SP SP U czz 3 8 C.. 1 .+. sFP / JAB / R.SL 0 1% 10 /97 9 sag 3 RESIGN PRESSURE PANEL SPAN 44.40 124" 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" , 86.83 82" 91.44 78" PANEL HEIGHT 0=-90' ore. 9o' -124 WALL MOUNT 2 5/8" .3 1/2" INSIDE MOUNT 2 5/8" .3 1/2" BUILD OUT 2 5/8" 3 3/4" PANEL HEIGHT 0 -104' 104' -124' WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" ■ HORIZONTAL ,BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. , r N 24 ga STEEL FRONT NEW SIDE VIEW 1/4 -20 STUD WrTH WINGNUT 12 1/2" 0.C. 3. FASTENER MUST 8£ IN NORROW POR110N OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' 04L CIRCLE DETAIL "G" 1 124' MAX. PANEL HE/CHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/8 X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER /S 1/4 (7YP.) DETAIL "F" 4 u rz DETAIL 13 ON SHEET 3 DETAIL 3, 4, & 8 ON SHEET 2 y DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP # BOTTOM NO NOR. OR SYL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3,4, & 8 ON SHEET 2 -r ur , r amvaar our ■ sr ua -Ja'.. ■ WALL MOUNT ANCHORING PANQ TDP r 801TVu wax STUDDED JiVR/SIL r r G • FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET' 2 WALL MOUNT WITH HO2 AND SILL ROBERT MONSOUR, PE EB- 0006024 I411S OIGlNEERUIG, HC 1 124' MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN MINIMUM DISTANCE BETWEEN GLASS AND PANEL TYPICAL SECTION VIEWS PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DETAILS 5,7,9,10 AND 11 ON SHEET 2 DETAILS 5,7.9,10 AND 11 ON SHEET 2 1 GCL J 1 vtSm I'ANtL BUILD OUT 1Y1TH NOR. AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HOR. AND SZL APPROVED AS COMPLYING WITH THE SOUTH F.011DA BUILDING CODE DAT CTo.. 6 2% 19 BY PRODUCT CON ACl DIV.S ON BUILDING CODE q COMPLIANCE OF O3 F , ICE ACCEPTANCE NO SP 03/20/98 06/12/98 08/14/98 SP SP NEVISI0NS BY 1 1 r+ srP/iRS ,nw,o 01%10/98 .s1+oWry 98001 4 12 13 10 12 - 9 • 10 12. 13 9 ; 11 15 ... .. ..... .... 7 ......... ...... 14 . 5 6 6 5 12 4 4 6 5 7 3 13 : 13 13 13 12 12 7 8 .. . ... ........ 6 7 16 ' 16 13 • 13 • 13 16 16 10 13 13 16 16 8 : 13 13 14 13 5 14 14 13 6 6 9 : 10 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ANCHOR TYPE I l c 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT 105' span 2' 124' span Z" 68" SPAN , 2" 88' SPAN , 2" 1/4' RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 3/8' MIN. EMBEDMENT IN CONCRETE j 105- span 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES I1-t \-I 11- I I I I\ (MASONRY SCREWS) - u4 1'tow& PERNIXSEALTAPPER 1/4' ELtO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 1/4-20 x 718' , 12' DIA. RAWL CALK-IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT PANEL ED. 3" 68• SPAN 2' 1 1/4' 3" 58' SPAN T 1 1/4" 124" span 68' SPAN 88' SPAN 105' span 124' span I 3" 1 11/4" 3' 1 1/4' 3' 11/4' 3" 1 1/4" 3' 2' 1 1/4' 3' 124" span 2' 1 1/4 3' 68" SPAN 2' 1 1/4 3" 88' SPAN r T 1 1/4' 3' 1 1/4' 3' T 1 1/4" 3' 2.5' T 3' 2.5' 2' 3' 2.5' 2' 3' 2.5" 2' A POURED CONCRETE CONNECTION TYPE 8 I C I D j E A 8 16 13 11 13 13 16 13 13 13 13 16 13 9 13 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 8 13 13 16 13 16 13 7 13 13 16 13 16 13 5 13 13 16 13 16 9 7 12 13 16 9 8 12 : 13 16 8 6 11 12 16 8 7 11 12 15 7 5 10 11 15 7 5 10 11 15 5 6 7 6 14 5 5 6 5 12 4 4 6 5 16 16 16 16 16 13 13 13 15 7 13 6 12 6 13 4 11 4 10 4 16 13 16 13 16 13 10 7 6 13 13 13 13 13 13 UP TO 59.6 PSF 16 15 14 11 13 13 13 16 13 8 13 13 13 10 16 12 6 13 13 12 9 14 11 5 13 13 11 8 t6 11 1ID 13 13 1 13 6 16 10 . 8 13 13 12 6 16 9 7 12 13 11 5 16 13 13 13 13 16 12 16 13 11 13 13 14 ' 11 16 • 13 : 8 13 ' 13 ! 13 10 CONCRETE BLOCK CONNECTION TYPE C 0 E 10 13 13 8 13 13 6 13 13 15 5 7 7 6 14 5 6 6 5 12 4 4 6 5 8 13 7 13 6 13 6 13 13 5 12 12 4 11 11 6 10 11 11 5 5 7 8 5 9 10 10 5 4 7 7 4 8 9 9 4 4 6 7 5 6 5 9 3 4 4 4 5 4 8 3 4 4 3 4 5 4 7 3 3 4 3 13 -13 - 13 16 13 9 13 13 12 13 13 16 13 7 13 13 10 13 13 16 13 6 13 13 16 13 12 13 13 16 12 7 13 : 13 16 13 10 13 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 6 9 . 10 5 8 9 4 7 8 5 13 13 13 16 13 13 13 13 16 13 9 _ 13 13 16 : 13 13 13 13 16 13 8 13 13 16 13 11 13 • 13 16 13 6 : 13 13 16 13 . 11 13 ' 13 13 6 6 9 16 12 - 9 13 13 12 6 5 8 16 : 11 7 ' 13 13 11 5 4 = 7 16 : 8 9 11 9 11 4 5 5 16 8 7 10 . 8 10 4 ...... ............... . ... 16 7 6 9 7 9 3 Lamm 4 10 4 4 5 4 16 6 6 7 6 9 3 3 4 3 13 13 5 13 13 10 9 4 v POURED CONCRETE CONNECTION TYPE UP TO 71.5 PSF CONCRETE BLOCK CONNECTION TYPE • ROBERT S. MONSOUR, PE EB- 0006024 PMTS ENGll1€0111G, 11c NOTES: SPANS AIM LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE T7-IE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY . A ?PaC'F_u AS CGM ?LYING WITH THE SCL!TH 1. IDA BFLD:NG CODE T_ 4�S�S O I 19 P'.:V AP. :' CON ROL DIV:S ON 8t111.CAG CODE CCMPL:A4CE OFFICE ACCE ?TTNC_ NO. k - 03o "a3 • r<CV1- 1UNO tlT 1 03/20/98 06/12/98 08/14/98 SP SP 1 U Z y c 4 2: c • / wr aWWW 01 %10/98 9d we 1 s 5 7 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAW& LOKBOLT (SLEEVE ANCHOR) 88' SPAN 1 1/8' MIN. EMBEDMENT 1 /4' RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE ) 3/8' MIN. EMBEDMENT IN CONCRETE 105' span 1 114" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES (MASONRY SCREWS) 114' RAWL PERMA-SEAL TAPPER tK ELLOVANE-MATi3 VT MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 13 13 : 16 13 13 : 13 16 12 13 13 16 11 9 13 ' 13 7 ....1 _ 13 6 13 : 13 11 7 13 13 • 13 8 6 12 13 10 6 13 13 11 7 5 11 11 9 5 13 13 10 6 4 9 10 9 8 • 12 . 13 16 . 9 9 12 • 13 ............... 1 .:...8 ..... 7 ; ... 1 . 1 ..... °.. 13..... 16...:... 7 11 . ... 13 15 7 5 10 11 15 7 6 10 11 14 5 5 6 5 1 14 5 6 6 4 __i.._ ................ _.._....... ............._ ._ 5 4 11 4 4 5 4 1 11 4 [ 4 5: 4 l : . ; ^ '' ROBERT .: MONSOUR, PE EB- 0006024 2Rr1s a1Gl E2UtG, NC NOTES: SPANS AND LOADS SHOWN IN THS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM EMBEDMENT AND EDGE DISTANCE QCCLUDES STUCCO AND /OR WALL FINISHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING VTR THE SOUTH F C•R BUILDING CODE DAT ! II, BY I . __.r ! . . PRODUCT CAN ' DIY:S ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. 1 - 030u -43 19 7 1 UJ /rU /`)8 SP 0 6/12/98 sP 08/14/98 SP WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE C ONNECTION TYPE ` ANCHOR TYPE DIA. 1/4-20 SPAN 68 "SPAN A 8 I C D E A B C D L E A I B C I D E A B I C D I E ,,,%111 BRASS WOOD BUSHING 14 13 5 13 13 12 1Z 5 12 12 10 7 4 10 10 11 8 4 .......... 1 � .. 11 9 3 ....... ...._ . ..,...... 3 . ....._.. 3 ....__ . ......_3......__'....._ S�. , a� :: , . ..� ., , • 8 3 3 4 3 � ` , ���-'�" � � : � `�-. � ` � V"..w 4 �'�. C? „ ".Y.c A..A ti + 9 ' 4 4 6 7 .� - : . _. . 3 .. ._ ..... . 3 - ....' ., , " ty• ` '`` , ` 88' SPAN 1' MIN. PENETRATION 105" SPAN 124" SPAN t ` `} " � "` L - \ - i\ - \ F '.� }������� V400D LAGS 1" MINIMUM TREAD PENETRATION 1/4' 68" SPAN �� 16 13 8 13 13 15 13 6 13 13 4 ......._...... 9 ... . ... ; .._ 6 S_ E:4.,. 88 "SPAN ..__._ - 9 11 6 12 6 5 8 9 10 4 4 4 10 4 4 - 5 `- , . z- <-- :Ler• ...ex- , � �q . Kn , . .._.�. . s � ar- n ...__., t `ii`ii�±`Lii \ifr=-.4 Prrr �, � , rr rtrrr . 5/16" WOOD LAGS 1" MINIMUM TREAD PENETRATION _ _ .. ..: 13 13 16 10 16 13 10 13 13 16 13 8 _ 7 13 13 14 7 6 9.._.....11 16 13 7 13 13 14 7 6 9 10 12 5 5 : 6 5 11 4 5 5 3 1 4 7 6 9 10 12 4 5 6 4 . ���' Y� �,° ` ° '• 12 4 5 6 4 •, "e- -,.. .. NS). ` - X 16. 88' SPAN 1 0 5' SPAN 124 SPAN �«,,.�,_�,_•_.�\.���•_•_N.,_,�,_ 0--' ri - : r r • Y. r. • .. , , • r rr 3/8 WOOD LAGS 1 " MINIMUM TREAD PENETRATION 68" SPAN 16 13 11 13 13 16 13 9 13 13 16 12 8 13 ~ 13 ; • _ 8 16 13 9 13 13 16 8 _..._. 7 10 12 14 5 6 7 - 13 4 6 5 4 16 8 7 11 12 1 5 6 6 5 � - Qx .2 r :: µ r� _ �` �.' •. ��3 13 5 6 6 5 , ;?„ . : ; :,41 4 ', r:..1 ' , A a 4'l 'ks sxo • '"� A - .�' ..,- ��v+� *'�,L�.v; t?...``. J -. F•sx. `�'�`v.._: .F 16 13 12 13 13 16 13 ...._.... 13 13 16 13 9 13 13 16 9 8 12 : 13 ......_..- -'- .- ..... .... ...... - 16 13 9 13 13 16 8 8 12 13 16 6 7 8 7 14 5' 6 6 4 16 9 8 13 15 5 7 . 6 ' ' r . 1 : :` « "t; r : � '' � � £ �° ��� �.- zF 15 5 7 7 6 .:; M:., . � , .: �� >r... - . 88" SPAN 1 05" SPAN 124" SPAN �._ G- . .......•- .•__•_ ...._•_•_• %•���4 \t- �,4r -C �r� ,-r 'r: 7/16 68" SPAN 88" SPAN W000 LAGS 124" 1" MINIMUM TREAD PENETRATION 124 SPAN 1/4" 6.8 "SPAN 16 13 8 13 . . . 1 3 15 ......._.. 13 13 ._.... _ 13 . 13 13 12 6 5 8 9 .. Dtcr\--,t--,-W-,:\-‘'', 88" SPAN . . . ... ... .._..... ... .14._ .._9__ - -- 14 11 6 13 13 12 6 5 8 9 10 : 4 4 5 4 9 3 4 4 3. 1/4' ELCO PANEL MATES - 1 7/8" MIN. THREAD PENETRATION 105" SPAN 12 6 5 8 9 _ 10 4 4 5 4 � .. �. � `° � w �-- � ..��. , ....- r , ,�, r -�,.•- 10 4 3 5 4 • — ; . _ - ��_ - , Mx>n� � _r�°' r...,.,.. "�:' �.�F Y3"� 124 SPAN r —. 1/4' 68 "SPA .'S. ... i✓. Y-c nF�wti Y+w.e"V. ..a._.. 16 13 8 . 13 '13 15 13 6 13 13 14 9 S 13 73 12 - 6 ..: � :.�: C r7 5 8 9 88' SPAN 14' 11 6 13 .. 13 12 - 6 5 12 6 5 8 9 10 4 4 . 8 9 10 4 4 5 4 9 3 4 4 3 5 r-- 4 , n �� _ " ' x r' l )l) 1 1/4' ELCO PANEL MATES 1 7/8 " MIN. THREAD PENETRATION 105" SPAN 124" SPAN w 1 i s � ` a 10 4 3 5 4 �:: ., .�.��:;� ,,.� ;.• ` �� NOTES: L/ 1 1 l./ I SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNl4G ANCHOR SPACPG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD. ,THE WOOD AIUST BE A MIN /ALUM 2 X 4 EQUAL TO" /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY - AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM ANY BE IN7SALL INTO WOOD, CONCRETE OR MASONRY. n t U U L L • 1 ROBERT . MONSOUR, PE EB- 0006024 turns CIGINEEIMG, IIG • APPROVED AS COMPLYING WITH THE SOUTH FLO°IDA BUILDING CODE DAT 1 t 0 of 19 C t PRODUCT CONinOI D!V S ON BUILDING CODE COMPLtiNCE OFFICE ACCEPTANCE NO Q °63 0 LE • 03 REVISIONS 08/14/98 1 Fry 1 1 MIENS F 1 MIAMI SHORES VILLAGE SUBJECT TO COMP RULES A L FEDERAL STATE AND COUNTY MtA.M SHORES VILLAGE GGGE OR ASSUMES RESULTS FROM ES RESPONSIBILITIES E ITI FOR ACCURACY COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY PI MI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. X BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Premdor Entry Systems 911 E. Jefferson Pittsburg rr % Your application for Product Approval of: Entergy Series Steel/Wood Edges - Out/In swing, Residential Insulated Steel Door - under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Dra wing No: 31 -101 S -Elf', sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Approval). has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0204.08 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires:08/25/00 Approved: 08/25/97 KA 66762 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster@buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Ls wanger. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AN 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated steel swing door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 tVlodel Designation: Entergy Series - Steel Top & Bottom Edges & Wood Side Edges Out - swing /In- swing, Residential Insulated Steel Door - Impact. 1.3 Overall Size: 3' 1 -1/2" (37 -1/2 ") wide x 6' 8- 11/16" (80-11/16") high x 1 -3/4" deep. 1.4 Configuration: X. 1.5 No. & Size of Panels: Single panel door, 35- 25/32" wide x 79- 5/16" high x 1 -3/4" deep, 26 gauge (0.017 ") thick skin. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Door Material: 2.1.1 Frame: 4- 9/16" wide x 1 -1 /4" thick wood sections (head and jambs). 2.1.2 Door: 26 gauge steel skin: top and bottom 20 gauge steel edges, side wood edges; and interior cavity filled with rigid polyurethane foam. 2.2 Glazing: None. 2.3 Door Leaf Construction: Full flush and embossed panel types. 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Cold rolled steel, electro- galvanized and phosphated steel skin, 26 gauge (0.017 ", +.003 ", -.000" min. thickness) with a minimum yield stress of Fy= 25,000 psi. 2.3.3 Core Design: 1 - 21/32" thick BASF Elastopor polyurethane foam core with a density between 2.0 and 2.5 pounds per cubic feet. 2.3.4 Construction: Full flush construction with wood and steel edge slabs. Door panel consists of steel door skins folded over steel channels at top and bottom and over wood blocking at the sides. 2.3.5 Vertical edges: Consist of door skin extensions bent 90" and folded the vertical wood blocks, with an overall dimensions of 1-11/16" x 1-1/8" x 79-5/161 2.3.6 Top and bottom edges: : Horizontal edges have a 90' toe bend folded over and locking the top and bottom.20 gauge elcctro- galvanizcd closing channels (0.500" x 1.678" x 0.032" minimum thickness. Closing channels arc: tlush at the top and inverted at the bottom of each door. 2.3.7 Reinforcements: Quantity Description Location 2.3.7.1 One Door Lock Reinforcement. Wood block At door panel lock bore location. measuring 1 -1 I/I6" x 3 -1/4" x 9 -I 0" Mani. •1 Perez, P.E., l'rodu Produ ontrol Division ontrol Examiner Premdor Ent S stems APPROVED : AUG 2 5 1997 EXPIRES : AUS 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.3.7 Reinforcements: continued uantity Descri lion 2.3.7.2 One Lock filler plastic plate, 0.050" thick. Location 2.3.8 Glazing moldings and stops: None. At door edge loc location. 2.3.9 Astragal: None. 2.3.10 Finish: Doors shall be pre - painted with a water -based epoxy w thickness of 0.8 to 1.2 mil. p rimer with a_ d 2 .4 Frame Construction: dry film 2 . 4 . 1 Type: Rabbet frame, 4- 9/16" by 1 -1/4" wood jambs and header. 2.4.2 Material: Wood sections. 2.4.3 Construction: The head and jamb comers are coped, butted and fastened 3/4" staples per comer. The sill and jamb comers were butted, sealed and fastened g thee g 3) I- (2) #8 x 1 -3/4" screws per comer, the integral wood block u two sill. er, through the jamb and into using in the 2.4.4 Reinforcements: None. 2.4.5 Threshold: Extruded aluminum bumper threshold 1 -1/4" hi x 4- 9/16" wide with integral wood substrate and slide -in compressed foam weatherstrip insert, and anchored with tw two x 2 -1/2" F.H.W 2 .4.6 Finish: Frame shall be painted with a w with epoxy primer w o (2) 0.8 to 1.2 mil. th a dry film thickness of 2 .5 Weatherstrip uanhh• Desc r -- t 2 .J.1 One Row Lo.tsen! Location anon Model 9650 (Bronze) Thermoplastic Alone the inside edge of door at each compression weatherstrip. p name member. 2.6 Harare: uanti Descr 2.6.1 One Kwikset Lockset Location Mode/ 200 DL Series At panel lock side, 43-11/16" from Inside/outside k operated. 1 OP of door. s 2.6.2 One Kwikset t side knob /t included strike at frame lock jamb. Mode / 660 Series At panel lock side, 38-3/16" from Key operated. top of door. 2.6.3 l'hree Brrt1 Hinges 4 " x 4 "x 0.097" thick steel hi �ncluded strike at frame lock jamb. template pattern, prime painted with non - removable 7/16" from top of door pin. Eachjattached to frame with four # top screws (2 G ! 0 and the rest at 31 -3/ 16" ( c� /. " long and 2 @ 2" long), and d e eac ach o /c. attached to door with four #10-24 x 'A" Fl. WS. -2a- ACCEPTANCE No.: 97-0204.08 Manue Perez, P.E., Product C Examiner Product 'ontrol Division Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.7 Sealant: A small joint sealant is applied to the jamb and sill corners. 3. LIMITATIONS 11 This approval applies to single unit applications of single door only, as shown in Section 10. 3.2 Units with dimensions equal to those shown in Section 1.3 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7, for out -, and in swinging_ applications. See Section 7.1 for out - swinging and Section 7.2 for in- swinging applications. 3.4 The installation of this door may require an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door. For canopy requirement limitations of in- swinging and out - swinging doors, see Sections 7.1 and 7.2. 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Two #IQ x 2 -1/2" PFH wood screws located at 4" from each end. Alternate: Two 3/16" PFH Tapcons, located as above. 4.1.2 Jambs: Five #10 x 2 -1/2" flat head wood screws installed starting at 4" from the top and the rest at 17-1/2 o/c maximum Alternate: Five 3/16" PFH Tapcons, located as above. Additionally, install two #8 x 1 -3/4" flat head wood jambs to the threshold. 4.1.3 Sill: Same as head. Typical minimum embedment is 1 -I12 ", for wood screws and Tapcons 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. S. IDENTIFICATION 5.1 Each door system shall bear following statement: "Dade place inside the frame jamb. 5.2 The door slab itself shall manufacturer's name or logo screws at a permanent label with the manufacturer's name or logo, city, state and County Product Control Approved ". It shall be located in a visible also bear a permanent label. at the door inside edge, with the , city and state. 6. USE 6.1 Application for building permit shall be accompanied bv two copies of th Cit'i�iSi(p - 2h - APPROVED : AUG 2 5 1991 EXPIRES : AU6 2 5 2000 each side, connecting the of Records and must be in ing: iManu I Perez, P.E., Product C ol Examiner Product 'ontrol Division 1 (O UT- SWINGING S NGLE STEEL ENTRANCE DOOR T EST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57-PSF SFBC PA 202 -94 (0.50 CFM /FT 0.04 CFM /FT NCTL - 210 - 1861 -4S -- -- ------ UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE +76.0 PSF NCTL - 210 - 1861 -4S +76.0 PSF NCTL -210- 1861 -4S UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -76.0 PSF NCTL - 210 - 1861 -4S -76 PSF NCTL - 210 - 1861 -4S WATER RESISTANCE (PSF) SFBC PA 202 -94 +3.25 PSF NCTL - 210 - 1861 -4S +55.0 PSF NCTL - 210 - 1861 -4S UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE +1 14.0 PSF NCTL - 210 - 1861 -4S +76.0 PSF NCTL - 210 - 1861 -4S UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -114.0 PSF NCTL - 210 - 1861 -4S -76.0 PSF NCTL - 210 - 1861 -4S FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY NCTL -210- 1861 -4F LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY NCTL - 210 - 1861 -456 (1) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +98.3 PSF NCTL -210- 1361 -4.5.6 (C) +76.0 PSF NCTL- 210 -1861 -4.5.6 (C) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.3 PSF NCTL- 210 - 1861 -4.5,6 (C) -76.0 PSF NCTL - 210 -1861 -1.5,6 (C) Design Pressure Rating (Positive) Without canopy +55.0 PSF ✓ Design Pressure Rating (Negative) Without canopy -76.0 PSF Design Pressure Rating (Positive) With Canopy +76.0 PSF Design Pressure Rating (Negative) With canopy -76.0 PSF Prcmdor Entry Systems 7. TESTS PERFORMED 7.1 TESTS: ' J` T ESULTS: -2c- .._�.. r�r11 17 AN tint -- ,-_ r „ „i rwui. ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.31- 101 -EW,. Sheets 1 through 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a hurricane protective system. Manuel erez. P.E., Product C rol Examiner Product ontrol Division Premdor Entry Systems 7.2 TESTS: - 2d- ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AU6 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Test Reports: 8.1.1 Test reports of an out - swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: 1) Large Missile Impact Test per SFBC, PA 201 -94. Report No. NCTL - 210 - 1861 -4, 5, 6 (1), dated September 4, 1996. 2) Uniform Static Air Pressure Test. Loading per PA 202 -94 (structural, air and water), Report No. NCTL - 210 - 1361 -4S, dated September 4. 1996. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94, Report No. NCTL- 210 -1861- 4 F, dated September 4, 1996. Manuel 'erez, P.E., Product C Product ontrol Division 1 Examiner IN -SW INC SINGLE STEEL ENTRANCE DOOR TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.50 CFM /FT) 0.19 CFM /FT NCTL- 210 - 1864 -5S UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE +76.0 PSF NCTL- 210 - 1864 -5S +76.0 PSE NCTL - 210 - 1864 -5S UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE WATER -76.0 PSF NCTL - 210 - 1864 -5S -76 PSF NCTL -210- 1864 -55 RESISTANCE (PSF) SFBC PA 202 -94 UNIFORM +2.86 PSF NCTL - 210 - 1864 -5S +19.1 PSF NCTL -210- 1864 -5S STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE +114.0 PSF NCTL - 210 - 1864 -5S +76.0 PSF NCTL- 210 - 1864 -5S UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE FORCED -114.0 PSF NCTL- 210 - 1864 -5S -76.0 PSF NCTL - 210 - 1864 -5S -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY NCTL - 210 - 1864 -5F LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY NCTL - 210 - 1864 -5.6 (I) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +98.8 PSF NCTL - 210 - 1864 -5,6 (C) +76.0 PSF NCTL - 210 - 1864 -5,6 (C) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -98.8 PSF NCTL -210- 1364 -5.6 (C) -76.0 PSF NCTL -210- 1864 -5,6 (C) Design Pressure Rating (Positive) Without canopy Design +19.1 PSF Pressure Rating (Negative) Without canopy - 76.0 PSF Design Pressure Rating (Positive) With Canopy +76.0 PSF Design Pressure Rating (Negative) With canopy -76.0 PSF Premdor Entry Systems 7.2 TESTS: - 2d- ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AU6 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Test Reports: 8.1.1 Test reports of an out - swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: 1) Large Missile Impact Test per SFBC, PA 201 -94. Report No. NCTL - 210 - 1861 -4, 5, 6 (1), dated September 4, 1996. 2) Uniform Static Air Pressure Test. Loading per PA 202 -94 (structural, air and water), Report No. NCTL - 210 - 1361 -4S, dated September 4. 1996. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94, Report No. NCTL- 210 -1861- 4 F, dated September 4, 1996. Manuel 'erez, P.E., Product C Product ontrol Division 1 Examiner r _ - ...,ArrV FIORtOA Prcmdor Entry Systems ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES pH 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94. Report No. NCTL -210- 1861 -4, 5, 6 (C), dated September 4, 1996, and revised October 3, 1996. 8.1.2 Test reports of an in- swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: 1) Large Missile Impact Test per SFBC, PA 201 -94, Report No. NCTL - 210 - 1864 -5, 6 (I), dated September 17, 1996. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 (structural, air and water), Report No. NCTL - 210 - 1864 -5S, dated September 17, 1996, and revised July 15, 1997. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94, Report No. NCTL- 210 -1864- 5F, dated September 17, 1996. 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94, Report No. NCTL -210- 1864 -5, 6 (C), dated September 17, 1996, and revised October 3. 1996. 8.1.3 Installation diagram marked and verified by National Certified Testing Laboratories, Inc. 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. 8.2.2 Drawing No. 31- 1015 -EW, Entergy Wood Edge Steel Door, Sheets 1 through 3 of 3, prepared by Premdor Entry Systems, dated February 18. 1997. signed and seated by Ronald Russel Rainey, P.E. 8.3 Material certification: 8.3.1 Tensile Test prepared by ATEC Associates, Inc.. Report No. H65926, dated October 9, 1996, for steel samples, tested per ASTM E8 -95. signed and sealed by Peter G. Read, P.E. 8.3.2 Small Scale Fire and Hose Stream Tests on 20 Min. BASF (Elastophor) Foam -Core Door prepared by Underwriters Laboratories. Inc., File No. R 15-466, dated July 3, 1997, signed by Dick Walther and reviewed by Howard Gruszytiski. 8.4 Calculations: 8.4.1 Anchor calculations prepared by Product & Application Engineering, Inc., Project No. 96- 0908, Report No. 02, dated August 8, 1996, signed and sealed by David A. Terwilleger, P. E. 9. COMPARATIVE ANALYSIS: None. 10. TYPICAL DOOR ELEVATION AND CROSS SECTIONS: See Prcmdor Entry Systems Drawing No. 31- 1015 -EW, Sheets I through 3 of 3, bearing the Dade County Product Control approval stamp. -2 a / ....,'1.1 Manuel crcz, P.E., Product Co (trdt Examiner Product ontrol Division Prcmdor Entry Systems ACCEPTANCE No.: 97- 0204.08 . APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. 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: "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 tht: code :' "' ...- • - " "'" b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words 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 to re -seal copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 10, t I & 12 listed below only apply to glazed products and doors W. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I . The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame. shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. 3 r, notrlA Manue Perez, P. E.. Product Cont Produ ontrol Division END OF THIS ACCEPTANCE am iner lfIf- . 1 3.4 Iq 1AFIIS 3) I'hP Sur It) • .• ;'" 711) 1 1 • 'A PEW LAM% 111 11111-`.11111 11 n %lin 11 II .( NTELL 'ANI.1 Will III I Ll1.11 1' () 6' - 8 1 II If1111 W i IFI 1.LlrII I 1111)1',11111 IN A WI 1 PAM_ \ 4. 7 I ,, . cp ,, ., :ef ur ffizy ro •_ 1• /2 ( !VP VII' ( III' l 11INI,LS niin [IUD 000 UOD OOP I 1110 000 020 R•FAML MM. r 1 Lif- I P10 • ?' `;l11:111`; 1 PIP 11INIT 1.1 II A111 111 Wil I i ■ ; L. J 4- i Lelfr 11H' LII- NAP 111 r tE LILY 1. 1110 . I...." 19 t. 1111. II ) Q 111 IP . I I Mill WI I III 111111'. 1111 .1 IR A111 111111.0 I'11111 11 'r 111 11 1 1 (hill r 111 lid - ,1 111)1. 2.1 ANCHLIP ((INIDI I IjU PUJI CIF.3LPIBI11 IN MI; APPPOVAL 13L EICIIEEPEO P 41JA I EL r AMMO 113 MR ROMA MUM COW tat NL1I OL MIMI •ILIMO ONIKIMM ri ACCLPIP/M .3.91 rig L r 4•••L I, RP /•••1 Ruin, a/depth__ LIM ttii0R-iNM . 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Y. :,tit: R e t.7 r 44T- 74/12 1)61110P, ENTRY 1.11, ut ' :11I.M.PE 7-7 , 01,r. , ipay ,.•,•:•;:!••• ...tic us z..str% rai 7-0Z04. 6g 7. • w:DE1 11.1.741; CC/MT= •r7 114 WIN RAM NILO= C001 a REMOVE EXIST. WINDOW & PORTION OF BLOCKWALL DIRECTLY BELOW WINDOW TO FIN. FLOOR, OPENING SIZED FOR NEW 2'- 6 "x6' -8" STL. EXT. DOOR WITH VENTILATION WINDOW, BUCKS SHALL BE FASTENED AS INDICATED TO EXIST. FILLED CELLS ALONG ECH. SIDE OF OPENING & EXIST. TIE -BEAM ABOVE ADD 3 -WAY SWITCH FOR INT. LIGHTING & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ALL ELEC. SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) ALE 1/4 1' -0" CONTRACTOR SHALL REMOVE & REPLACE ALL EX. PLUMBING FIXTURES, RE -USE ALL EXIST. SERV. LATERAL LOCATIONS EXIST. ROOM GENERAL NOTES : PLAN NOTES : n 0) r RENOVATIONS FLOOR PLAN J L PROVIDE 3'x3' CONC. PORCH PAD 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI 0 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER 5. VERIFY AU. MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFUCTS PRIOR TO CONSTRUCTION. 6. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE -USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING IS REQUIRED) 4. REPAIRED OR REPLACED CLG. UMITS SHALL MATCH THE EXIST. CLG. HGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY ALL EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8" 25GA. FQTL STUDS 0 16" 0.C., FINISHED W/ 1/2" GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REVD., FINISH AS PER OWNER SPECIFICATIONS. REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS, PROVIDE APPROVED EXT. STORM SHUTTERS, (SIZED FOR OPENING) OWNER) EXIST. RO0M REMOVE PORTION OF EXIST. (NON- BEARING) WALL, & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MIL. STUDS 0 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) TYP. DOOR W/ WEATHERSTRIPPING EXIST. CLG. TO REMAIN UNDERSIDE OF EXIST. CONC. TIE -BEAM EXIST. CONC. TIE -BEAM DOOR REINFORCEMENT DETAIL SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" 0.C. (TYP.) WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS 0 16" O.C. (TYP.) 3" MIN. 4" MAX. FROM ANY CORNER TYP. DOOR INSTALLATION DETAIL SCALE : N.T.S. INDICATES EXIST. BLOCKWALL ALONG ECH. SIDE OF OPENING ADD 1 #5 BAR IN 8" OF CONC. ALONG ECH. SIDE OF DOOR OPENING, (CONC. TO BE 3,000 PSI., SEE NOTES) IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING �-- EXIST. CONC. REINF. FTG. (TO REMAIN) REVISIONS 10 -04 -99 REV. PER CITY BY NOTE: DOORWAY REINFORCEMENT TO BE ADDED ONLY IF EXIST. CELLS ON EACH SIDE OF OPENING ARE NOT REINFORCED (FIELD VERIFY) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE « FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS ® 16" 0.C. & 4" MAX. FROM ANY CORNER CRW. 6'-8" OPENING r 1 Registered Protewton:I Engineer f 14327 .W+►LL r L R V I% G.71 V G IN V G ' DATE SEPT.. 2000 SCALE 1/4"..1'-0 BY C.R.W. DWG $E •0094 sHT A -1 REMOVE EXIST. WINDOW & PORTION OF BLOCKWALL DIRECTLY BELOW WINDOW TO FIN. FLOOR, OPENING SIZED FOR NEW 2'- 6 "x6' -8" STL. EXT. DOOR WITH VENTILATION WINDOW, BUCKS SHALL BE FASTENED AS INDICATED TO EXIST. FILLED CELLS ALONG ECH. SIDE OF OPENING & EXIST. TIE -BEAM ABOVE ADD 3 -WAY SWITCH FOR INT. LIGHTING & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ALL ELEC. SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) ALE 1/4 1' -0" CONTRACTOR SHALL REMOVE & REPLACE ALL EX. PLUMBING FIXTURES, RE -USE ALL EXIST. SERV. LATERAL LOCATIONS EXIST. ROOM GENERAL NOTES : PLAN NOTES : n 0) r RENOVATIONS FLOOR PLAN J L PROVIDE 3'x3' CONC. PORCH PAD 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI 0 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER 5. VERIFY AU. MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFUCTS PRIOR TO CONSTRUCTION. 6. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE -USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING IS REQUIRED) 4. REPAIRED OR REPLACED CLG. UMITS SHALL MATCH THE EXIST. CLG. HGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY ALL EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8" 25GA. FQTL STUDS 0 16" 0.C., FINISHED W/ 1/2" GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REVD., FINISH AS PER OWNER SPECIFICATIONS. REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS, PROVIDE APPROVED EXT. STORM SHUTTERS, (SIZED FOR OPENING) OWNER) EXIST. RO0M REMOVE PORTION OF EXIST. (NON- BEARING) WALL, & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MIL. STUDS 0 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) TYP. DOOR W/ WEATHERSTRIPPING EXIST. CLG. TO REMAIN UNDERSIDE OF EXIST. CONC. TIE -BEAM EXIST. CONC. TIE -BEAM DOOR REINFORCEMENT DETAIL SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS 0 16" 0.C. (TYP.) WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS 0 16" O.C. (TYP.) 3" MIN. 4" MAX. FROM ANY CORNER TYP. DOOR INSTALLATION DETAIL SCALE : N.T.S. INDICATES EXIST. BLOCKWALL ALONG ECH. SIDE OF OPENING ADD 1 #5 BAR IN 8" OF CONC. ALONG ECH. SIDE OF DOOR OPENING, (CONC. TO BE 3,000 PSI., SEE NOTES) IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING �-- EXIST. CONC. REINF. FTG. (TO REMAIN) REVISIONS 10 -04 -99 REV. PER CITY BY NOTE: DOORWAY REINFORCEMENT TO BE ADDED ONLY IF EXIST. CELLS ON EACH SIDE OF OPENING ARE NOT REINFORCED (FIELD VERIFY) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE « FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS ® 16" 0.C. & 4" MAX. FROM ANY CORNER CRW. 6'-8" OPENING REMOVE PORTION OF EXIST. BLOCKWALL TO UNDERSIDE OF EXIST. TIE -BEAM, CUT OPENING FOR NEW 2'- 0 "x6' -8" STL. EXT. DOOR, ADD 8" FILLED CONC. CELL ON ECH. SIDE W/ 1 #5 BAR DRILLED INTO FOUNDATION FTG. & EXIST. TIE -BEAM CONTRACTOR SHALL REMOVE EPLACE ALL EX. PLUMBING FIXTURES. RE -USE ALL EXIST. SERVICE LOCATIONS EXIST. ROOM GENERAL NOTES : n b1 0 RENOVATIONS FLOOR PLAN ALE: 1/4"= 1'-0" r I 6. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /A■MA 101 -93 & AMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. PLAN NOTES : 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE -USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING 15 REQUIRED) 4. REPAIRED OR REPLACED CLG. UNITS SHALL MATCH THE EXIST. CLG. MGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY ALL EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8" 25GA. MTL. STUDS ® 16" O.C., FINISHED W/ 1/2" GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REQ'D., FINISH AS PER OWNER SPECIFICATIONS. REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS ADD 3 -WAY SWITCH FOR INT. UGH 1NG & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ALL ELEC. SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) REMOVE PORTION OF EXIST. (NON- BEARING) WALL, & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MTL. STUDS ® 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) E X 1 5 T. R 0 0 M 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY AU. EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFUCTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI ® 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER OWNER) 5. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. TYP. 000R W/ WEATHERSTRIPPING SCALE : N.T.S. EXIST. CLG. TO REMAIN UNDERSIDE OF EXIST. CONC. TIE -BEAM EXIST, CONC. TIE -BEAM DOOR REINFORCEMENT DETAIL SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL TYP. DOOR INSTALLATION DETAIL INDICATES EXIST. BLOCKWALL ALONG ECH. SIDE OF OPENING ADD 1 #5 BAR IN 8" OF CONC. ALONG ECH. SIDE OF DOOR OPENING, (CONC. TO BE 3,000 PSI., SEE NOTES) IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING EXIST. CONC. REINF. FTG. (TO REMAIN) REVISIONS 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS CO 16" O.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS ® 16" O.C. (TYP.) 3" MIN. 4" MAX. FROM ANY CORNER # FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS CO 16" O.C. & 4" MAX. FROM ANY CORNER BY 8" OPENING signed • T D� 430 HO 1116 DRIVE. HALLANDALE. A FL 33009 ~ `L G NNW 1 L r71 V G 1� V G Registered Professional Engineer N.E. 92nd. STREET, MIAMI SHORES, FLORIDA 33138 DATE set. 2000 SCALE 1/4 " -1'-0" BY C.R.W. DWG SE •0094 sir A -1 REMOVE PORTION OF EXIST. BLOCKWALL TO UNDERSIDE OF EXIST. TIE -BEAM, CUT OPENING FOR NEW 2'- 0 "x6' -8" STL. EXT. DOOR, ADD 8" FILLED CONC. CELL ON ECH. SIDE W/ 1 #5 BAR DRILLED INTO FOUNDATION FTG. & EXIST. TIE -BEAM CONTRACTOR SHALL REMOVE EPLACE ALL EX. PLUMBING FIXTURES. RE -USE ALL EXIST. SERVICE LOCATIONS EXIST. ROOM GENERAL NOTES : n b1 0 RENOVATIONS FLOOR PLAN ALE: 1/4"= 1'-0" r I 6. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /A■MA 101 -93 & AMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPUED. PLAN NOTES : 1. GLASS & MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLASS WHERE THE BOTTOM IS LESS THEN 60" ABOVE FIN. FLOOR. 2. REPLACING OR REMOVING FLOOR TILE, WALL FINISHES, ETC.. SHALL MATCH ALL EXIST. CONDITIONS, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 3. ALL EXIST. PLUMBING FIXTURES SHALL BE REMOVED & REPLACED, CONTRACTOR SHALL RE -USE ALL EXIST. SERVICE STUB LOCATIONS (NO NEW PLUMBING 15 REQUIRED) 4. REPAIRED OR REPLACED CLG. UNITS SHALL MATCH THE EXIST. CLG. MGT. & FINISH (CONTRACTOR SHALL MATCH & FIELD VERIFY ALL EXIST. CONDITIONS) 5. INT. STUDWALLS SHALL BE 3 5/8" 25GA. MTL. STUDS ® 16" O.C., FINISHED W/ 1/2" GYP. WALLBOARD ECH. SIDE, INSULATE ONLY AS REQ'D., FINISH AS PER OWNER SPECIFICATIONS. REFER TO DOOR INSTALLATION DETAIL FOR BUCK ANCHORAGE REQUIREMENTS ADD 3 -WAY SWITCH FOR INT. UGH 1NG & ADD NEW SWITCH & UGHT FOR EXT. DOOR, ALL ELEC. SHALL BE WIRED TO EX. CIRCUIT SERVICING THIS ROOM (FIELD COORD.) REMOVE PORTION OF EXIST. (NON- BEARING) WALL, & CLOSE BI -FOLD OPENING W/ 3 5/8" 25GA. MTL. STUDS ® 16" O.C., FINISH ECH. SIDE W/ 1/2" GYP. ,WALLBOARD (MATCH EX. FINISH) E X 1 5 T. R 0 0 M 1. THE CONTRACTOR SHALL VISIT SITE & VERIFY AU. EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ANY CONFUCTS TO THE ATTENTION OF THE ENGINEER. 2. ALL CONC. SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI ® 28 DAYS. 3. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 4. ALL BATHROOM FLOORS & BASES ARE TO BE IMPERV. MATERIAL, MIN. 5' A.F.F. (STYLE & FINISH PER OWNER) 5. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. TYP. 000R W/ WEATHERSTRIPPING SCALE : N.T.S. EXIST. CLG. TO REMAIN UNDERSIDE OF EXIST. CONC. TIE -BEAM EXIST, CONC. TIE -BEAM DOOR REINFORCEMENT DETAIL SCALE : N.T.S. EXIST. CONC. BEAM OR UNTEL TYP. DOOR INSTALLATION DETAIL INDICATES EXIST. BLOCKWALL ALONG ECH. SIDE OF OPENING ADD 1 #5 BAR IN 8" OF CONC. ALONG ECH. SIDE OF DOOR OPENING, (CONC. TO BE 3,000 PSI., SEE NOTES) IMBED STEEL BAR IN FOUNDATION A MIN. OF 6" (EPDXY SET), TYP. FOR ECH. SIDE OF OPENING EXIST. CONC. REINF. FTG. (TO REMAIN) REVISIONS 1/2" GYP. BOARD ON 1 "x2" FURRING STRIPS CO 16" O.C. (TYP.) INSTALL 1 "x4" P.T. CONT. WOOD BLOCKING AT HEAD MIN. 6" BEYOND JAMB ON ECH. SIDE WD. DOOR FRAME W/ THRESHOLD PLATE ANCHOR W/ TAPCONS ® 16" O.C. (TYP.) 3" MIN. 4" MAX. FROM ANY CORNER # FRAMES TO BE WOOD (UNLESS INDICATED OTHERWISE) TYP. DOOR BUCK : PROVIDE P.T. WD. BUCK, ANCHOR WITH 3/16 "x3 1/2" LG. TAPCONS CO 16" O.C. & 4" MAX. FROM ANY CORNER BY 8" OPENING PFROVED BY I:;ATE • ZONING STRUCTURAL 464 9 2S/ ELECTRICAL i FRI' , i iF - PLUMBING MECHANICAL 1 ROOFING IP ,,' lirft BLDG. OFFICIAL VOA= SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES MD REGJL T IONS.- . MIAMI SHORES VILLAGE ASSUMES ND RESPONSIBILITIES FOR ACCURV.^" OF OR RESULTS FROM THESE PLANS. COMP :!ANCE WITH THE SOUTH FLORIDA RUILDING CODE A, ADO!'.. `iiSF'li ' O VILLAGE IS REQUIRED. THE ARC T n ,t, �: ift,'filJ 1 ..?�ITI:.t: �, t) 'd: : ?;,CTOP.S ARE C:IARCEI) MTH THE K"Ji`3 III)GF 01 ALL ,,,i'.. . IIA IONS WHETH[ OR NOT SPECIFICALLY It: G,<T;: -i? . 1 Illb (1'). 8, 9 a�. MIAMI SHORES ViLLAG PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e 1 — 3 e Job Address ) 116 I r . .2 sr Tax Folio Legal Description Historically Designated: Yes >lOwner/iessee / Tenant DkOwner's Address Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Permit Type (circle one):II.SIN� ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION (V/a « p 77 .- 7(16(..4_,) 17vi, ar t /7 c /,(✓6� / c 4'55 /5h 74 ,5/ ,i" a �T ) Cost (value) o/ 0 0 d y Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signa a of owner :y or Condo President Date Notatyast 0 My Commission Expires: cOY Pus ARLYNE CASSUTO : , � COMMISSION # CC 693674 EXPIRES NOV 3, 2001 � BOND THRU OF 9 ATLANTIC BONDING CO., INC. FEES: PERMIT /1(hoel .5Q / ? verb l / / b /f l 9c,2 ,M?ii /m 5; an or Condo President RADON /2/ i?4 Date C.C.F. APPROVED: Zoning Building Mechanical Plumbing Address Master Permit # ile5 Phone 305 - 6 '; 2 Signatur-m ontractor or Owner - Builder Date Not as to ontractor or Owner - Builder My Commission Expires: 1 4 a Electrical V20 ARLYNE CASSUTO COMMISSION # CC 693674 I EXPIRES NOV 3, 2001 BONDEDTHRU P ATLANTIC BONDING CO., INC. No Engineering 255.A.lhambr4 Cir .L� l ;OMAS J_ KEfLL." , dora.l• Gabl • LAND Suc1vEVOR (305) •444 - 7692.E 779 -3288 SURVEY OF LOT 3 SUBDIVISION (34Y- Lti E ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 11OO1< No. PUBLIC RECORDS OF 041 CnimF FLORIDA DATE: Iki a L7 Z c� G^ Z H G1 rn v)LY Q C7 z O > w • E1 Zc cn . O Z V) H PI • V (1 Z E U H ■C O~ • Z H oa H Ei Ei H z Z >-4 0 Fs: LOCATION SKETCH 75 t 2 75 • 7S 4 7S 0 cJ rx t>7 0zz E-( 0 •• • H zE • t� Q H Z • HZ X0 � a (/) 2: z W XOaA E1 U F+ In A z' 0 O 0 tG - ZO - 19g updatei - 3_8 -92 FOR: /r-IICH.dE7. /46 92 ST co 0 N OA Fva• NA /G N co I 26,2o 11 �Z rx//> /'/ N E+ O • t.. A H4t r� %j=�B pwad Lard Surv� i' State d Ftorfda (NOT VAUO U141.[S31YPHHTEO WfTH AN EUDO53ED SUnVEVOf'S SEAL X 3 SCALE 1" . ZDD 0 • 04 1 rJ > r_, ca � � z • 1 -1., c : ' 2or70 / re - t}1 m . . 0 ,. � O C C 4' c ) ,7o X tZ Tt. FfCL 4 /L/DR-g- .7.0 /L4 -k .7 o • FVO %/ // o N()TF LJ : NDERGROUND NCRAOC1IM ; NT. F AN"Bq I here certify that this sketch of survey of tho abovo Cdscriod propefty is 'ocontiy surveyed and platted under my direction. I furthor codify that his Florida Soclet Professional Land Survoyors and the Flodda land Tier, Assoc 4 +'DAL5ICN 2/ N/-/ - 6 F 4. Cone N0 . 3 -9- ?z.• SURVEY NO. 97 - 08.32 ' SHEET / OF . / ¢¢ AT PAGE No. 63 ///c. ,v, E . 9z 'v 57; ti! /.Ct cr/ SiuZU672 5//6%.//6- 5 G/A 33/3 FILE NO. SAG - 18 - 92 e v 64-7 O4 i2 Coa,JT7 Fla . gez2 / 4s" //t'/ ANVI 1.; 1 BLOCK 0,35 .G- •r O P� /.D CL• fix 2 1,r/ true and corroct to the RaTof - 1 and belief as survoy moots the minimum requirements adopted by the ialion. There are no encroachments, oxcept as shown. les: 1. If shown, bearings aro to an assumed meridian(tT 2. If shown, elevations are referred to N.G.V. D alum f7s 3 THIS 15 Q LA kip svgvEY 4 . Closure above 1 - 7500 SCALE 1° = 20 OUALITV PAINTS 4 SUP "t . • (305) 932.5200 roger piper architecture n.c.a.r.b. certified ■ a.i:a. associate MR. MICHAEL SALZVEI2 I I l to f`1• E • 92 ST. MIAMI 5HOi2E FL-. • r • MASTER II1I[IIIIII1111I - (1) -4 5 BAR V5f2T. N f3LOGK GELL FILLLEt W r GOIJG ., M SEDED iNTb SST sEAM FOOTING IU tfintoi 6kair. III pA l2TIAL PLAN SGAL,E = /4" IJoTE Pf2OVIDE P.Y. 1 x wO. f3UGKS At I 4 . VAMs of IJFW POOR OP ING (L)- 3 /ICS'' os x1 EM o. TAPGDU SGI2EW5 9 8" Fi2OM GOR1.1125, AMP 24" O.G. S.E.TWEEW NEw 5' -O" WIDIr & 7' -O" HIGH ALUM. pRAMI:'D 5 L1DI 4 GtLA✓S pDOR 4)1T4 1-IU12RIGANE Gt.A T041 7) AND ANODIZED BRONZE Fit(, To MATGI4 >✓Xisr. BUILDING STANDAl22. i2EY OV5 EXI6r. Fi2AMED WINDOWS I:XI5r. C,O,j (3.LDGK WALL TD f2EMAIN ( - tY P) kEw 8" [-DUG. BLOCK WITH MTI-. TIES t'�LK JAM 6 AT EACH COURSE XI.ST PATIO DEG TO CON G. (305) 932 -5200 roger piper architecture n.c.a.r.b. certified ■ e.i.a. associate MR._ _MICHAEL GALZVEI26 IIIID - 92 nd MIANII SNORES 0 0 0 Q R EMOVE Ex 19T. ALUM. FRAMED WINDOW 6 NEIL) 6 M GOTH STUGG rill, TU MATCH EXIST ADJAGEIJT FIN (TYP.) SOUTH ELEVATION sLALE : Vo = v_Oli NEW 5' -0" WIDE X1'- O "HI(d4 ALU1i . FRAMED �.�L.IDIIJC� ¢ U4 ' DOD 2. WITH H URRICANE GI CraeoN 1'"I14TtD) AND ANODIZED 6RCtLZE FIN "1'a MATT -N EX /5T. 13W/►L.WIN6 orADARO Exist, 5M00T14 SYVGC.O WALL TO 12'1 t4 (Ty p ) RE OVE 1=X152, 5LOGIC WALL IN AREA O1= NELv DOOR, SHEpT A -2 -4 0 n 0 D Security Aharnlnum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Acceptance 'No.:97- 0219.10 Expirca :69;11,00 MEP A CT G.S.D. PRODUCT CONTROL NOTICE OF ACCEPTANCE R.ETROPOLr'cnr DAD£ COUNTY FLOPJOA METP.O.OADE FLAGLER BUILDING 61111.0 010 CODE COMPLIANCE OFFICE METRO -DADE FLAG_ER BUILDING tac WEST FLAOLER STREET. S.%tE 1603 MIAMI. FLORIDA 13130-1S63 1306) 975 -2901 FAX 1305) 375 -290.9 PRODUCT CONT POL DTVISIOH ('_c•:) 375.2502 FAX (30;) 3726339 Your applica:ioo for Product Approval of Series 5757 Le=an A.luhsinura Sliding Glass Door .melee Chapter 8 of the Metropolitan Dade Count? Code goo :ming the use of Alternate Materials and Types of Construction. and completely described in the plans, specifications and calciilaiioas as submirteo by. 4pplicanr, along with Drawing No. 96-229, Sheets 1 rhea 6 of 6. (For listing, see Section b 3/ this Notice of Acceptance) has been recommended for aoceptance by the Building Code Compliance office to be used in Dade Counry, Florida under the specific oouditior sit forth on pages 2 et. seq. ar.d the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The OiT ice of Code Compliance reserves the right to seethe this product or matecial at anytime from a jobsitc _a c nufacturei s plant for quality control testing, If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re-evaluate this product or material should any arrmcndmcnts to the South Flo-ida Building Code be enacted affecting the product or material. The Building Code Compliance Office reserves the the right to revoke this apprc':al, if it is determined by the B:..iding Code Co::lpliancc Office that this product or material faits to m:et the rcquirczents of the South Florida Building Code. The expense of such testing wiil be incurred by the mantfu•Iurtr. Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CO'rLMTrTEE i1L application Co:* F r.du.ct Approval has beer; h... the ,.'eir Dade t_ _Ilnp• T'_i t.' Cale Cernp i_ac.r Depa_rtmrr :t and approve by the Boilding Cede Comm :nit to ts.e used is Dad Cc.arty, Flo -d:, : none tRC cc :diuc,i set for_h at.) -e. Approved: 09/12/97 ,N rnst mall addrvae: poetmaetar4buildlnpcodooNtaa .tom Director Building Code Compliance Dept Metropolitan Dade Counry Homepp+: heft Aw.m.buildlropeodronllne.eom Security Aluminum Windows and Doors ACCEPTANCE No.: 97 -0219.10 APPROVED : Sfr 1 I 1997 EXPIRES StP 1 1 2090 NOTICE OF ACCEPTANCE: SPECIFIC COxDITIONS 1. DESCRIPTION OF UNTO L1 This approves an aluminum sly glass door designed and tested to comply with the South Honda Building Code, 1994 Edition for Dadt County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads fez Building and Other Strictures ", do no: exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 5757 Leann Aluminum Sliding Glass Door - with and without keinSorccaaent - Large Missile Impact 1.3 Overall Sae(tested units): 1.3.1 11' 11 -1f2" 043-1/2") wide x 8' 0-114" (96-1141 high x 2 322" deep (O ? :O wrcinf.;, 13.2 11' 11.318" 043 -3/ Aside x 6' 7 -718" (79 -74 ") high x 3 322" deep (O` :O wro re:rrf.1 1.4 Conflcnration: OXO 1.5 No. 6; Size of Panels: 1.5.1 Two fixed panels rut: 49 -I /16" wide (tight) and 4 ? -7 ;y" (left) x 95-1/4" high and one m3v ns panel in the caster of 45.1116" wide a 95-1/4" high. (0).:0 u:rrtinf.) 1.5.2 Two fixed panels tut: 45 -1116" wide (right) and 474;3 (lift) x 79.1/8" high and one moving panel in the center of 45 -1/16" wide x 79 -118" high. (OXO Av10 rtinf.) 2. MATERIAL CHARACTERISTICS 2.1 Frew and Door Pane) Maieeiat. Altl * intrma)loy 6( -T6 and 6005 -13. 2.2 Glazing: 2.2.] Glaringyaterial:Single Lite, 1/4" GE Lexnn XL clear monolithic not} ca_rbonatc 2.2,1 Ghiii-g Method: Channel glazed using a flexible vinyl grazing channel (Part V-115E I Glass bite is' /. ". 2. Daylight Opening Sire (tested units) 2.231 Each Iite is approx. 44" wide by 90 -7/16" high. (OXO wircinf.) 2.23.2 Eachlite is app ox. 44" wide by 74 -5116" high. (OXO w/o reid..) 2.3 Frame Construction: 2.3.1 Had: A 0.969" face x 3.626" deep x .062" wall thickness extruded alum. 2 -track channcl.(Part is 050 -00 -112). And a separate single track header used for the s :roen panel. 2.3.2 Jambs: A .750" face x 3322" deep x .062" wall thickness extruded aluminum 2 -crack jamb with 2 pile groo•.e per track and one screw spline (Part q 050- 05 -112). 2 33 Track: A ( 250" high, .41. ' to top of tract x 5.335" wide x 2.405" high overall tntrsior :! f:a. extruded t.... um 2 -track s:'J is usod (Pa-+ P 050-;10-117.-i 23.4 Corner construction: Corners are butt jc rt5. each corner is secured w]ti one ":cgs 1 ' S MS into screw spline in jamb and sealed with alurnirum colored scalaol. Manuel rez, P.E. Prod onuol Exarr._icr Product Control Division H w =:I L Security Aluminum Windows and Doors NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2-4 Panel Ceaatructioa: 2.4.1 Stiles: Jamb end lock stile consist of a 2375" face x 1.110' deep x .062" wall thickness exW.dnd aluminum tube (Pact 1-0O -354) with a .376" x .875" pocket for glazing; fat r1n:k stiles are 2766' face x 1.766" deep x .062' wall thickness, aluminum tube (Pan X051- 00 -355) with a .376" x .875' pocket for glazing, a pi:e groove. Female astragal stile is 2.750" fact x 3.312" dap x .076 " /.097° wail hickness aluniinsm tube (Part #051 -00 -358) with a .376" x 0 900" pocket for gkai*tg, a double track receptor, each w/rs•o double pile groove, a 1" x 3" x 1/8" wall x 84" long extruded alum rube reinforcement (Pang 012-00 -130) inside and a 71b" x 1- 716" aluminum tube filler (Part 4050-00-004). Fixed jamb stile consist of a 1.188' face x 1.126" deep x .062" wall thickness extruded aluminum tube Pan ts050 -00 -357) with a .376' x .908" pucka( for glaring ZA..2 Rails: Top rat`: is a 2.408" face x 4.950" deep x .062" wall thickness extruded oiwn. solid (Nat NO50 -00 -483) with a .375" x 0.87Y packet, one scow spline and three gr00%es for .test; aastrip. Bottom rail (Part 6'051.00 -421) is c.`similar dimen.dons. except that face dim. is 2.]43 ", bottom kgs have no groove fox weatherstrips but are cicset -off forming an extruded hollow with groove receptor to accept an extruded alum. fixed panel g ..:.ic (Part it0S0.00 -3; 9) .330" high x .744" wide, used only on taxed panels. Head and track covers are a 2" face x 1 -3/4' deep x ,062' wall thickness alum. extrusion (Part 4050- 00331) that snaps -into the open unused pan of head and interior track at sill. 2.4.3 Corner constructioo: Panel comets are milled, telescoping j ;Mai and mechanically faoened using #110x1'SS ?PH SMS. 2.5 Weatheratriaping: Quantity 'Description Location 2.5.1 Single Row Tri -Seal Wool Pile by L't}raFsb, Inside Erarne jambs, fe aLe astragal ao Inc 43036 (Part t1047- 00.0:4) at head and track cover. 2.5.2 Single Row Viny; .".ap by Wiiori pinyd Co. Inside frame jambs, female astragal and WV at interlock stiles. 2 c� Doub:c Row Vinyl Sap by Who's Vinyl Co. At fixed and moving pallet top rails. WV 2.3 4 S:r.g:c Roc: Vinyl bulb by Wiborg Vinyl Cu. WV-3127 -2 ACCEPTANCE No.: 97- 0219.I0 APPROVED 1 1 1997 EXPIRES : SIP 1 1 M0 At fixed and moving cane', interlock aides. Security Aluminum Wiadears and Doors 2,6 Hardware: Quantity 2.6.1 Two 2.6.2 One 2.63 One 2.6.4 Two 2.7 R`tcpholes: Quantity Deseriptioa 2.7.1 Four 3/4" notches 2.8 Muotins: None 2..9 Relator-cement: There ata three levels of reinforcement: 2.9.1 With heavy reiafoaean t: Quantity Descriptioa 7.9 -1 -1 Six !G" x 3 "x 84" ions steel hart 2.9.2 With light reinforcement: Quanti_a• Dsacription 2.93.1 Tun Y. x 3'x 84' loag steel bars - ACCEPTANCE No.: 97 -0219.10 APPROVED : � 1 1 1991 EXPIRES : SIP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Location One at each end of moving parcel bortoorn rail. Description Adjustable Steel tandem wheels in steel case housing. Truth (Pan 4 037 - 00-015) Mortise type Lek, non corrosive At moving ;anal lock (male) stile. t:i:ae alloy by Adana - Rite Si847 Stet strike and trim plate by At fixed panel astragal (female) stile. Adarus - Rite MS48027 Steel hurricane pins, 3/16" x 2.5+8" One thru interlock Miles at ! 4 -546" used to prevent locking an ',Torn from bottom and one at lock stile thru opening in the locked pasitio- lock,. Location At Sill Track, one near each end of each track. Location Tree bars inside the moving interlock stile trial three inside the fixed interlock stile Location One bar inside the moving interlock stile and one inside the fixed interlock stile 2.9.3 Without Reinforcement: None. 2.10 Sealants: All installation screws, panel corners and frame comers are staled with Schnee .Korekead 5504 Small Joint Sealant. Both fixed panel top rails, ileac closure and all stiles an silicones to the frame head on the interior side along the emixe length of the frame head. Both faxed panel bottom rails, sill closure and all stiles area : :iconed to the frame sill on the .-.(crier side. along the entire length of the harr,e sill and 2 -1,2" up from fame sill. Fixed panel inttslo.k stile ar,:i fixed fen Le astragal stile are alit: sealed to frame sill and threshold with silicone. Exterior '-erne perirnetet is sealed with V -leer., seal nt 2.11 Additional Description: Overall uu.t for sill height .s 2-7:16". Manue Perez, P.E. Product 1T.trol Examiner Prarluct6ntrnl Division • 0 0 H W CO Secnriry Aluminum Windows and Doors ACCEPTANCE No.: '7-0219.10 APPROVED SIP 1 1 1997 EXPIRES : SEP j 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3 -1 715 c-se aPPcovais apply 10 single unit applicationns only, as shown in Section 10. 3.2 Other eonftguratioas allowed: OX, XO and OXO. 3.3 Unit with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 33.1 For doors with bean or light reinforcement, use max. door height of 8' 0 ". 33.2 For doors with rzo reinforcement, use max door: height of 6' 8 ". 3.4 For Design Pressure Rating, see Section 7. 3.5 This rrpRroval wnsists of one Sliding Glass Door with three levels of Reinforcement.(sce Section 2.9). 3.5.1 For doors with heavy reinforcement, use table i.l to determine the Design Pressure Rating 3.3.2 For doors with light reinforcement, use table 7.2 to determine the Design Pres ure Rating 3.53 Fcr doors with no reinforcement, use t,.bte ?.3 to determine the Design Pressure Rating 3.6 Head receptor is not allowed to be used i . this installation. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Double Rows of 3;16" x 2 -3/4" Tepcons. for concrete slab. Spaced at 6" bon comas and approximately 21" o.c. max. HE.41) : Double Rows of 3/16" x 2 -3/4" Tapcoas, for wood or masonry. Spaced at 6" from corners, at 3" to each side of interlock and meeting rail centcr:ines and approximately the rest al 21' o.c. :ax JAMBS: : Double Rows of 3;16" x 2 -3/4" Tapoons, for wvoo3 or masonry. Spaced at 6" from corners and approximately 17" o.c. max. Moving Panel: Hurricane retainer clip,'/" x i"x 5 -1/8" x 1 ;8" aluminum tingle at rnidspat of bottom rail attA?,ed to bottom rail using two P12 x 2" SMS. Aluminum head and sill closures are also installed on interior side of moving panel. Head and sill closures snap in and are .,ocuued each with two MI x I" PH SMS located one at 6" frcm each end m Fated Panel: Each fixed panel has a Hurricane retainer dip, -:" x 1 -'i, "x 5.1,8" x 1/8" alum nuns angle at midspan of bonom rail, attached to bottom rail ruing rwo W12 x 2" SMS. There is anxher °' Hurricane retainer clip a mi right panel P top p dsTsart of the ri t fixed anal to rail, att�Exd to the to rail ruin g tHcNitx2 "SMS. r, Additionally, there are 7 a•'rtsinum angle Hurricane clips on the exterior side , one _t E-ont o: the inicz ock stiles, and one in Lout of the meeting (CXO; stiles; these antics art' /." x x `•- 1/8" x 3:15" thick, and arc secured to frame sall with three #12 x 2" PFH SMS. m Note: P.easc see note #11, Pa-e 3 4 .2 2 Limit shim space to a maximum of 1/4'. 7 t2 Attachments of sub -bucks shall be designed by the .architect or Engineer of Records and must be in :compliance with the South Florida Building Cock. Cu s - 2c t �Ia.RUCt� r'ro.9 A ' D.,...._. r• _• r.._ _ Productontrol Division ~W"'^ Security Aluminum Windows and Doors ACCEPTANCE No.: 97 -0219.10 APPROVED : Se 1 1 1997 E.XP1 S : SIP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or hate adequate protection against conroaice% pa DIN 50018. Aluminum contacting metals not considered compatible :shall be properly protected. 5. IDENTIFICATION • 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: `Dade County Product Control Approved 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acoeptartee 6.12 Cu mpletcly dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof Leigttt, length and width of building. 6.1.3 Duplicate prints of approved drawings rro.96 -229. Sheds 1 through 6 of 6, he:.ring the approval stamp, Notice of Acceptance rtunber and due by Dade County Product Conant Section. clearly marked to straw the option and components sekcted for the proposal installation. 6.2 The Building Official shall =sane the adequacy of door to nett the pressure requirement of the opening in which it is to be installed. 63 Note: The installation of this nala will NOT require a hurricane protective system. -2d- Manoelt4'crcz. P.E. Product l Examiner Product ontrol D :vision 'TEST 1 TEST LOADS 1 DESIGN LOADS For OXO coa0garatioo of 8' 0^ door with Heavy Reinforceaec t (see section 2.9 for reinforce coati description) AIR 1 LLTRATION (a4 1.57 PSIS SFBC PA 202 -94 (0.34 CFM/FT 0.24 CF41/FT MTL16747 485.0 PSF MIL -16700 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC Pt 202 -94 POSITIVE +85.0 PSF Mil. -16747 +85.0 PSF MIL-16747 UNIFORM STATIC PRESSURE ATDESIO). LOAD SFBC PA 202 -94 NEGATIVE • 45.0 PSF MIL 16747 45.0 PSF .MTL- 16747 WATER RESISTANCE (PSF) SFBC PA202 -94 +12.75 PSF MIL-1674? +85.0 PSF MTL-16747 UNIFORMS .TIC PRESSURE AT FULL TEST LOAD SFBC PA 202-94 POSITIVVE 30 Seconds +8.0 PSF MTL -16747 +56.6 PSI- 1471,16747 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202-94 NEGATIVE 30 So:onds -85.0 PSF M7L -16747 -564 PSF MIL-16747 LARGE l�.i0SS1L.E IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL -16747 CYCLIC WIND PRESSURE TEST SFBC PA 203.94 POSITIVE (4,500 cycles) -65.0 ?SF MTL -16700 CYCLIC WIND PRESSURE TEST SFBC PA 203 -54 POSITIVE (4.500 cycles) +85.0 PSF MTL -16747 -85.0 FSF MIL -16747 +85.0 PSF MTL16747 -85.t; ?S} MTL16747 CYCLIC WL D PitLSSIJRE T .7 SFBC PA203 -94 NEGATIVE (4,500 cycles) Desiga Pressure Rating (Positive) +56.6 PSF Design Pressure Rating (Nerd-on) -56.6 PSF TEST TEST LOADS j DESIGN LOADS For OXO coo.l1sirtioa of g'r door with Ligbt Reinforcement (sec section 2.9 for rrinfcrcanent description) AIR INFILTRATION {a} 1.57 PSF I SFBC PA 202 -94 (0.34 OM/FT 0.14 CFM/FT MIL -16700 +85.0 PSF MIL-16700 485.0 PSF MIL -16700 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202-94 NEGATIVE -25.0 PSF MTL -16700 -65.0 PSF MIL-16700 WATER RESISTANCE (PSF) SFBC PA 202 -94 +12.75 PSF MTL-16300 +65.0 PSF MTL -16700 UNIFORM STA Ti C PRESSURE AT FULL TEST LOAD SFBC PA 202.94 POSITIVE 30 Seconds , 97.5 ?SF MTL- 163010 +65.0 PSF MTL- 16700 UNIFORM STATIC PRESSURE AT EZII.1. TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -97.5 PSF MTL -16700 -65.0 PSF }J L16700 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATSFACTORY )1TL -t6700 CYCLIC WIND PRESSURE TEST SFBC PA 203.94 POSITIVE (4,500 cycles) -65.0 ?SF MTL -16700 +65.0 PSF MIL-16100 CYCL( WIND T1tESSURETESI SFSC PA 203 -94 NEGATIVE (4,500 cycks) •63:) ?:F MTL-16700 -65.0 PSF MTL- 16700 Design Pressure Rating (Positive) +65.0 PSF Design Pressure Rating (Negative) -65.0 PSF Security Aluminum Windows and Doors 7. TESTS PERFORMED 7.1 TEST: RESULTS: •2c- ACCEPTANCE Na: 97-02(9.10 APPROVED ; .'1 1. 1997 EXPIRES : SEP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Man : rez., P.E rLVU CunsrOi T.Avlsrou v ntrol Examiner Security Atusn1aum W'1rdttws awl Doors 7. TESTS PERFORMED toredasted 7.2: TEST NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: - 2( ACCEPTANCE No.: 97- 0219.10 APPROVED 1 1 1997 EXPIRES : SEP 1 t 7000 . • wa AJ.Ip . LA.2l J tC1 Produc <ontrot D :vision fL TEST I TEST LOADS DESIGN WADS For OXO configuration for P W' door with No Reinforcetneet AIR INFILTRATION �� 1.57 PSF S SFBC PA 102 -94 (0.34 CFM 0.1 i CFhbrFT' 14T1,16700 --_ UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE ' +80,0 PSF MIL-167E +50.0 PSF MTL -16780 FORM PRESSURE ATDES]CN LOAD FBC PA 202-94 NEGATIVE -80.0 PSF M L -16780 4.0.0 PSF MTL -16780 WATER RESISTANCE (PSF) SFBC PA -94 +12.75 PSF MIL-16780 +85.0 PSF MTL -1678D UNIFORM TA C PT SURE ATFULLTEST LOAD ASTM E330 PA 202 -94 POSITIVE 30 Seconds -90o PSF ?.f11.-16 780 +60.0 PSF MTL -16780 UNIFORM STATIC P SSURE ATFUU. TEST WAD ASTM E33D PA 202-9'4 NEGATIVE 30 Seconds -90.0 PSF MIL-16 780 -60.0 PSF MTL-16780 FORCED -ENTRY RESISTANCE (FIR) SFBC 3603.2(b1(5) and AAMA 1303.5 - NO ENTRY MTL - 16780 - - LARGE MISSILE IMPACT TEST. SFBC PA 20I -994 SATISFAC'T'ORY MTL -16780 'CLIC WIND PRESSURE TEST SFBC FA 203-94 POSITIVE. (4,50Ccy: t) +80.0 PSF MIL - 16;20 +80.0 PSF MIL CIO YCLIC WIND PRESSURE'FEST SFBC PA203.94 NEGATIVE (4,590 cycles) ' -80.0 PSF N1TL -16780 - 80.0 PSF MM-16780 Design Pressure Elating (Positive) +60.0 PSF Design Pressure Rating (Negative) t -60.0 PSF 1 1 w Security AJutainum Window, sad Doon ACCEPTANCE No.: 97 0219.10 0 N W U1 co cT 0 NOTICE OF ACCEPT.1-'10E: SPECIFIC CONDITIONS 7, TESTS PERFORMED coatlased 7.3 TEST: RESULTS: APPROVED : St, 1 1 1991 EXF'1RES : SIP 1 1 2000 - 2g - f� Man Perez, P.E. Product Examiner Product Control Division '' Security Ahtmintatn Windows and Doors - 2h - ACCEPTANCE No.: 97. 0219.10 APPROVED : $Q 1 1 1997 [XPIRES : S(P 1 1 200D NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS & EVIDENCE SUBMITTED 8.1 Teals: 8.1.1 Test reports far 1) Air tnfiltretion Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC PA 20 1 - 94 5) Cyclic Wind Pressure Test per SFBC PA 203 -94 along with installation diagram and ranted -up drawings of a 8' 0" h:gh aluminum sliding glass door, configuration GXO with light reinforcement, prepared by Miami Testing Lebore+ory, Test Report No. MTL- [6700, dared April 4, 1996, re- issued on 9/30:96, signed and sealed by David Gale Ober, P.E. 8.1.2 Test reports for l) Air Infiltration Test, per PA 202 -94 2) Uniform Static Aix Pressure Tut, Loading per PA 202-94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC PA 201 -94 5) Cyclic Wind Pressure Test per SFBC PA 203.94 along with installation diagram and narked -up drautings of a 8' 0" h_gh aluminum sliding glass door, canfigration OXO with heave' reinforcement, prepared by Miami Testing L.a`oratory, Test Report No. MTL- 16747, dated May 9, 1996, re- issued on 1/28197, signed and sealed by David Gale Ober, P.E. 8.1.3 Test repons for L) Air infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) 'Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC PA 201 -94 5) Cyclic Wind Pressure Test per SFBC PA 203 -94 along with installation diagram and marked -up drawings of a 6' 8" high aluminum sliding glass door, confrguratmu OXO with no reinforcement, prepared by Miami Testing Laboratory, Test Report No. MTL - 16780, dated June 13, 1996, re -iss ed on 1/28/97, signed and sealed by David Gale Ober, P.E. 8.2 Drawing,: L2.1 Manufacturer's die drawings and sections L2.2 Assemoly Drawing No.% -229. Sheets 1 ±ru t (4 6, Security .4,umiium Wuu`•eus & Doors, "Series 5757 Sitdiii, Glass Door' Le ken dated u8 )5:97; prepared h;+ rnan4tcturcr, :_,pram and , , aaled by HurnayounFarooq, P.E. 8.3C•kuiatiaas: .- t 8.3.1 Anchor calculations, prepared by Al-Farocq Corporation, dated 12'14/77, signed and scaled .!, . by Hrmayoun Farooq, P.E. Product 1. n roI Division „y• �•`• C• l (, Sswrih Alomian ®11•';mdorvs rstd Boos ACCEP?ASECE No.: 4742 9.10 Q APPROVED 1FP t 1 1997 EXPIRES :J 1 1 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1.Renewal of Res Acceptance lamoral) shall be considered after a renewal application has beat (I d and me engine] subminad documentation, including tau supporting data, engineering documents, acs no ockr than eight (1) years. 2Any and al. approved products shall be penniwentty labeled with Me rncnufacturu s name, city, scam, and he follawutg »eat: 'Dude County Prodxt Coakol Approved% or as specifically anted in the specific 000ditioas of this Acceptance. 3 .Reaawals of Acceptance wit' cot be umidered :f: a) There has been a charge is the South Florida Bulkling Coe affecting the cuatu lion of this product and the produce is not in comp fiance wild die code changes: b) The product is no longer the saasc produce (identical) u the are originally a,pwed. e) If the Acce;uanot bsiderbrs pa complied with all the requ.rcmmts of this acceptance, including the correct Lamination oftt_a prodsa d) The canine= who originally prepared, signed and ieai:d me re ui^ed documentation inuially s , iincd , is ern O longer peaeticing the engUearing profession. rl - 7 4.Any revision or change in the materials, cue, ani`or manufacture of the product or process shell a isootixically be cause for 3 terwinardon of this Acceptance, amen prior at-dam approval has been rcc,xsted it]uoug the filing of a revision application U with appropriate Fee) and granted by this office. W t 5.Air of the followit; shall also be gratods for remove] of this Acceptnce: B.) Unsatisfactory performance of this pectic or process, b) Misuse of this Acceptance as an eadtxsement of any product, for tales, edvcrrsing or tiny other purpose, 6.The }otioc of Acceptsrtcenumber preceded by tie words Dick Carry, Florida, and fothawed by the expiration don may be displayed in alvrtisiog literature. If any portico ofthe Notice ofAexptrmcois displayed, then it shall be coat to its wtirer>. 7.4 copy of ibis Act:armee as xe!1 at approved drawing" and other d nnane-sts, where it annlir, shell be ;tovi•dcd to the by the aaantact>aa or is distributor' end ehan bc amenable far insp:ctioa ct the job site at all time. The c. pies Deed no bc resealed by live engineer. &Failure to comply wits any section of tiff Aoocprance shall be cause for terminatiou and removal of Aouguace. 9.Tbis Acceptance contain pages 1, 2, 2(a) through 201) pad this Ian ya{e 3. Li) Ittssso 10, 11 e$ 12 lilted below only apply to glared products and doors 10, (Mess spoeifua]ly indicated in d e Aooepumce (approval), this .oil is approved u a single unit installation. For multiple tl imsa: ation of this unit, a separate Acc *Race fee mullions is required frtxo Use Product Control Section. tr) 1 1. The spacnig of fasteners a: • +utdow silk shall M as iodinated in Season a of this No-cc of Acceptance The spacing of fasteners in ail other puns of ebe frame shall be as ii :diessed in Section a of this Notice el Aci.epanee, but m rg> cases .alp exceed 14' et center The first fssteaor shall be !rated es a mu irtnr- of ei' from each ,Omer and mullion or wile Fascror stall fatty penetrntc nix buck, r shall loo the sane size as the one :coed with to gait No wood or plants shields or pios;.S4'.1-+ s„lU be woo for aochonug. 12. Fludwa a for all wbs ows sad trail oxform to Security inc Forced Etc Prevention. Ctutpter 3.5 of the South ' Florida Building CNe. - Manuel P. E, Proton Co Pr oduct i:orxrol Divitioo _.m fC rote ,rr DT'• 111"-V L3ae9. LIST ON m caosamt rsa raoo 0363.9 0 1r» ao—oln 0 Mat fiie -113 J3� 0 10240-12 1 Sr' 331- r-.111 WEIR t 161-0.433 ,.e > IITf]3 VIZ 059-46-.194 059-46-.194 059-46-.194 w — 303-43-903 1 WNW 4al b+ -3*-49 030190 ® -40-411 , 911-49-930 p : r 47-41 92.2-90-929 nlfn 029010' =VI <22-2.-1.1C its 2 r 479-4 as 1E00 1/e Q. Inn. r>® n+a as 3s -39-.347 r Inc DM= WM - m . etrncv 937-05-491 1!e was wet. 1.- 13-0!1 _ Lie r1a1 919 -02 S y i 1 1 J Ai. MU. 09:3 20 EEC KA= I. MEM. SEX %• 1.•t a I9319 L,3 14110 ILLI. IC! 13G3f WC. mT -103-•31 COO LOat 101 014194 PAL R! LnIC 72. 7.1 m - 426 - 431 [[A tors( MEM 49 -00-412 SEIDO 30.330 I i _ MA= Tar 30- 03-1P.. UJK+a Pale i( ,. 0.- 40-03 i X tu. sm. we w 1416-40-•17 g 1.1A• e9fi. taelE 9401-9.-a32 HIV west 62100300 ii •0640 MOS Nr,6t HTO 912-00-933 .131 1 >� 1 psytlg011 rylrg7rfx OI2-09-933 3/11 S 2 3/e Woo3 0 143 1/2" MAX. F. W. TYF1 t EI ZAT10M (2) ROWS OF3 /1C' X 23/4' TAPCOKS. EACH AT r FROM A _ UEE-nNC STYES k INTERLOCK ....Es. 6 EQ. SPACES AT +/- 21 O.C. r / r_ r — i HURRICANE CUP WITH CLUSTEP OF (3) T&pCONS HURRICANE CUP (CENTER OF £ACH PA•16.) @ W!TH CLUSTER OF (2) TA ?CONS 0 5 1 — DOUBLE ROW 3/16" X 2 3/4" • TAP CONS J EAU N W In NO REINFORCEMENT SIU ANa -FOR LOCAnoss DESIGN PRESSURE RATING: + 60.0 PSF. G_�.0 P -. L10U£LE R01r5 3/16 X 2 3/4' TAPCONS t FAHC•JQ C0RPO RAT1Q • 1235 5.'A. B7 •••( rwr. (LO+E03 31 (]OS) 26. -0200 DR. HUMAYOUN FAROOQ St RUCTURES WORM R Ct9lTE5 171111 1TR SOSTE Rte( MUM CODE .arSe#1.4 4P LI I1 pY MD= COOS COMPLiA0CF =alm E 00q 0214. 0 4 1/2— 1 —19 1/2 1 4 1 /7-4 19 U L _ _ • 2 23 3- ' 1 / 143 1/2" MAX. F.1Y. 22 1/2 22 3/4- -{- -23 x 1 1 3 (2) ROWS OF 3/16' X 2 3/4" TAPCONS. EACH AT 3' FROM mEETINC STE15 k INTERLOO< CENTERLINES. 23 0 4 r 1 i I 1 - 4 - -22 (/ - -I- -22 1;2 2 , .. LHURRICANE CUP ei WITH CLUSTER OF 3) TAPCOt1S HURRICANE CUP (CENTER OF EACH PANE_: WITH CLUSTER OF (2) TAPCOHS — 5 1/2 21 1/2 i 12 14 1/2 14 1/2 DOUBLE ROW 3/16' X 2 3/4 TAPCONS CTYPtCAL) °IL ANCHOR _OCAIIO'<S OOU LE ROWS Of 3/16" X 2 3/4' T.APCONS. ex ta4 mOrMALS UST tltool0l aa. MSS UM saE •190301 — SAWN 1.11. coons to. wa AMC c•nl saw FLOM MO- WOMAN _ rue, sseE .0011 sr8 .48 n>a]otz 1/4 wa IsRL vs s 1 an —. r rt y•1 ..a[ 1/s star staott I z 3 stzr Tall a]-a tr 1/• rat MI 1/ fms toot OUT-op-WS R/s Oe•e[ r.LL 1/ us: omeeL4 an aa.x zrsml =Vet ® nJaac Fos axe sal wnr wen (wet) RAP a fISIE' -ea7 sCL•:rr ra aro•c .raft asaWOR WS./ rasu,vtr MADAM a rasa m.- es -,nI 025-se-110 oar -lu el-+. el-a -w I sae -�>-uf cu-w -w1 4. z r moll m tns -o—vr : /,0 z r ne',1 na wo -mom. J taw ¢D-se-ws oo. -se-.m we - .o-a, .3 is .: a0. cox or reel r tac A • 1®0 ALE SEW UWE wa -ea -u 1 z r rti111 nn m: -ao-tr W. r 1 1!! ?As. LIGHT REINFORCEMENT DESIGN PRESSURE R ING: + °5.0 PSF_ A p>JG WOOYED A5 mratneC ttrtp TI SOLO FIDSLIA B J .DI16i COLE Er 'J ( 3 P9 L/u CMS= EUILD816 COX CCOVLA CE COO uarwa 163.47 - 6714 • ID CssTe » MA. Pt t. 0K. ar. t9W 3 LATERIALS LIST vs es. P•31' se5M131 (1•1:15M5 3.29 Ce15.-05-1131 VRCK 555-ca-1 SD ••• 553.••-fil UM 511/ 521-o•-3•3 • IRMA= 1151-53-355 .3x33 Pit 095-67-.1153 18335. far •53-10-35.1 • lOr 6115 1515-4.3 • 02•15.1 PM. 233-133-131 021-.05-531 MAP 130•1 055-55-431 . : Mot A53055X 3■350 0,3-00-132 0 I e" 150.• Sea IIK0 3•3130 Ro-b-554 1.0 Peen. A53•535..1 =VW •12-01-1.35 po 1 r IR. RR ND yr avoi ux. 1110 3033, 33.3. OK( ■••-•5-370 3 LOW Km 1505eie UM %MM. =ORLY on ve C.Ftsa wet 0.-455-013 0 iff 1* 1,11 1tr.. lea 11 cob I/Nc01 oc nu Wail Of MR ' !t s vor olotx CRS-53-00 i 1 ..1 •13-05-1.30 fl Ln•G 31, • 13030 11[3:11.5 1,11, li 5•13501 NI V/ •5337 1.031 5C-133-401 MD LC. :5, km Dzoeco .0 W t.o. ovocor ta, coo uxo I MU I, i „se Roan/ late 31J5515 Re 06-03-•14 53353.2 FM. MN oaA an-e3-35.7 , fur 000.. ror .34 0.-05-0 • 3 RAI VIM WW1 546.-65.-Co aw —1. RN; n 3•5.0.-M• ffl., slowleo•C 0.1.3 metnle Mart •12-05-11$ '11 1 f Rerli ma .. Dam.1.3105 MIMI alt-Co-1.75 1/141 3 1 V! vocal 4 1 /2 F 91/2 z c x 143 1/2" MAX. F.W. 22 1/2 22 3/ 1 4 1/ 19 2.2 1 / 2 -22 1/2--4-22 \_,HuRR;CANE CUP 6 %TM CLUSTER OF (3) TAPCONS HURRICANE CUP (CENTER OF EACH PANEL) WM-I CLUSTER OF (2) TAPC DNS (i) TNT,. CI rvellInwi (2) ROWS OF 3/16 X 2 3/4" TAPCCKS. EACH AT 3- FROM MEETING SIXES & INTUILOOK CEHTERUNES. 1/2 22 1/2 23 — 22 — 5 1/2 DOUBLE ROW " 3/16" X 2 3/4' TAPCONS (TYPICAL) %IP 2 1/2 11 1 14 1/2 14 1/2 1 5i 6 7/8,.. S.1 ANCHOR LCCAPONS DOUBLE ROWS OF 3/16 X 2 3/4" TAPCONS. HEAVY REINFORCEMENT DESIGN PRESSURE RATING: _ 56.6 PSF. 56.6 PSF. tP?igfED AS C0101.11PG ter surd R0514 fralIVIC 0:11 er _ zwitif IXVISYVI TVIADfre CO OFFIC1 ACCUTANCZ q7-OZI4 OSC. VC a,A5/ SaaLEL 17i. VC MU JOb 51133 511-31 r MI N IIMI 1L ^ mown i!!t:_•(4. t:il!t!.tttt!I!1• 1111 14 1/4' • WEEP HOLE ® TOP /BOT. 0 DOUBLE RO•xS 1113X AT 14DSPAN OF CENTER PANEL BOT RaM RAIL KTERiOR PER1L4ETER SEAL AT FRAME HEAD AND FRAME TRACK 143 1/2' MAXIMUM FRAME WIDTH C) SECTION AT HORIZONTAL bar oca r TOP 81 BOT RAIL DOUBLE R\JWS 3/16 X 2 3/4 TAPCONS (TYP.) l W 3 1/4" MAX. SHIN SPACE • SINGLE ROW 3/16" X 2 3/4" TAPCONS AL- FAY.000 CO1tPOKATIOS 12l5 S w b] •'r[ r t OR »i %• (,51 7L• -WOO PUG DR. HUMUAYOUN rAR000 STRUCTURES run .0 / t!557 DOUBLE ROWS 3/16 X 23i4 SINGLE ROW . - TAPCONS 3/16" X 2 V4 TAPCONS DOUBLE ROWS 3/!6" 2 1/4" QSECTION AT VERTICAL �2 APrin(D u COt'ITWC urn DE saint axDUS cost ��yy txIYZ gy I lllr�C�� ansa SI.mDA6 CJDE COMTSTAITTa TCl Ansnwct10. 6714.16 t�8 =t immimmiwi1)1 }}Ui } })i }iri}) MP i ;IftC:!!t!Iltiti$�!�i:l_ fit s /4 s WEEP HOLE Ai TOP/BOT. 0 DOUBLE ROWS #10 X 2 sus. AT UIDSPA,4 OF CENTER PANEL BOTTOU RAIL FULL HEKI{F OF PANEL INTERKIR PERIMETER SEAL AT FRAME HEAD AND FRAME TRACK 143 1 /Z" IAAXIUUM MALI WIDTH SECTION AT HORIZONTAL DOUBLE RCWS - 3/ 16" X 2 3/4 TAPCONS (TYP.) r TOP & BOT RAIL Co _ aa iY 1 / 4 - btAx� SHIM SPACE AU DOUBLE ROTAS 3/16' X 2 3/4' i t-TAPCONS DR. I3UMAYOUN FAROOQ slrnxttt+CS CU. PC 1 16557 SINGLE ROW 3/16 X 2 3/4' TAPCONS 3/ t LE ROW 3/ e TAPCONS E' Imp larini 1.L- f1iR000 CORPORATION 1211 5r. E7 •K wu. ROn1P• 1117• ()M) 76.-i11iA DOUBLE ROWS 3/16' X 2 3/4 TAPCO^IS @SECTION AT VERTICAL r MINCR D .6 =TUVE VW 1M mum CXE ),'7 t WY6t47 `-/ WP DULA''9C FSE t eruAr L OMO. %ALL 1, 013 Q IZq 1 00.3 1St w QK I1' .0e Rt: -tEII