Loading...
277 NE 101 St (13)Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 277 NE 101 Street Miami Shores Village, FL 33138- Owner Information VIKKI ANTONOPOULOS Address Contractor(s) HOME OWNER Phone Cell Phone Type of Work: No of Openings: 1 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $225.00 $12.00 $5.62 $245.02 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Permit Issue Date: 5/1/2007 Permit NO. WS -4 -07 -669 Permit Type: Windows /Shutters Work Classification: Door Replacement Permit Status: APPROVED Expiration: 10/28/2007 Parcel Number 1132060134820 Block: Lot: 277 NE 101 ST MIAMI SHORES FL 33138 -2422 Phone Valuation: Total Sq Feet: Total $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 $ 0.00 Applicant CHRIS ANTONOPOULOS $ 2,300.00 Available Inspections: � ,PAY o 1 PAM C May 01, 2007 Date Cell 0 Final Window and Door Buck Inspection Type: Fill Cells Columns Tuesday, May 1, 2007 1 BUILDING CRITIQU " SHEET Le.6 eze.cce 6)-aie? (27Juejr l vs7 /,(/S 1,w t'td,, t rr Zee% oIt CoLd . bo o4 . Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V — 60(9 9 Job Name 4 cJ jOATO O1cU3 to / �-� TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 CROSS SECTIONS 3 ANCHORING LOCATIONS & DETAILS 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS SELF IGNITION TEMP ASTM D1929 803 T > 650 'F RATE OF BURNING ASTM D635 0.79 IN /MIN (C -1) SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH. ASTM 0638 -7.3% DIFF [0 SIDE - HINGED FIBCRGLASF DOOR UNIT (e;,clL.ding Barrington) 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GFNFRAL NOM 1. EVALUATED FOR USE IN LOCATIONS HDHLR.N„ TJ THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS) 3 PLASTICS TESTING OF LAMINATE GLASS INTERLAYER CONFIRMED PER DADE NOA 03- 0827.08 • POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • • e 0 00 1 00 SINGLE DOOR UNIT DOUBLE DOOR UNIT Wean IDWO Cato& No: R9ldea dBr JV� D 5593A� Date Reviewed :7a - SINGLE DOOR UNIT WITH SIDELITE 00 swat E DOOR UNIT WITH SIDEUTE 20.5" MAX D. L. O. 149' MAX. OVERALL FRAME WIDTH 36.3 75" MAX. PANEL WIDTH W /ASTRAGAL oo. 00 SINGLE DOOR UNIT W/SIDELITES DOUBLE INSWING UNIT W /SIDELITES 611 00 =o • High Dorn Threshold Design 37.5" MAX; I FRAME WIDTH DOUBLE DOOR UNIT W /SIDELITES OG O crOc N 0 60 �z OC .I W 0 0 O J 0 N U O v a V) N ton t!1 v) U N z 0 U 0 Ia W 0 V) In 3 rJ 0 W 0 Q N O N CNI r m O z N z O N DATE: 2/1 1/05 SCALE: N. T.S. DWG. BY: SINS CHX. Br. DRAWING NO.: DWG- MA- FLO120 -051 SKEET 1 OF 5 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF OESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 37.5" +70.0 / -70.0 +70.0 / -70.0 +19.0 -19.0 I +70.0 / -70.0 +70.0 / -70.0 XX 74" +50.5 1 -50.5 +55:0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OX or XO 75" +50.5 / -50.5 +55.0 ` -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OX 112.5" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 [0 SIDE - HINGED FIBCRGLASF DOOR UNIT (e;,clL.ding Barrington) 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GFNFRAL NOM 1. EVALUATED FOR USE IN LOCATIONS HDHLR.N„ TJ THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS) 3 PLASTICS TESTING OF LAMINATE GLASS INTERLAYER CONFIRMED PER DADE NOA 03- 0827.08 • POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • • e 0 00 1 00 SINGLE DOOR UNIT DOUBLE DOOR UNIT Wean IDWO Cato& No: R9ldea dBr JV� D 5593A� Date Reviewed :7a - SINGLE DOOR UNIT WITH SIDELITE 00 swat E DOOR UNIT WITH SIDEUTE 20.5" MAX D. L. O. 149' MAX. OVERALL FRAME WIDTH 36.3 75" MAX. PANEL WIDTH W /ASTRAGAL oo. 00 SINGLE DOOR UNIT W/SIDELITES DOUBLE INSWING UNIT W /SIDELITES 611 00 =o • High Dorn Threshold Design 37.5" MAX; I FRAME WIDTH DOUBLE DOOR UNIT W /SIDELITES OG O crOc N 0 60 �z OC .I W 0 0 O J 0 N U O v a V) N ton t!1 v) U N z 0 U 0 Ia W 0 V) In 3 rJ 0 W 0 Q N O N CNI r m O z N z O N DATE: 2/1 1/05 SCALE: N. T.S. DWG. BY: SINS CHX. Br. DRAWING NO.: DWG- MA- FLO120 -051 SKEET 1 OF 5 DOOR REPLACEMENT WITH IMAPCT DOOR EXISTING WINDOWS BLOCKED UP TO PROVIDE PROPER REQUIRED SUPPORT FOR DOOR. MAY 1 5 2007 c / Passed l \ /Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP- 47746 $. f Permit Number: WS -4-07 -669 Inspection Date: 05/15/2007 Inspector: Grande, Claudio Owner: ANTONOPOULOS, VIKKI Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, May 14, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060134820 Lot: Page 1 of 2 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: �-1 k 5 A-,) S DATE: 2 � — Zoo7 ADDRESS: -271 iv 67_ rY1 1 ON c�-S• Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code - only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Produced there License or Initial Initial Initial Initial . a IN LUZ M. GALLARDO * MY COMMISSION # DD 483390 igi ` EXPIRES: November 4, 2009 ' %0F FIoe . Bonded Thru Budget Notary Services 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this N day of M CR , 20 0 7 By Gc l S Pout 5 who was personally known to me or who has as identification. • • ••. • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •.• SEE NOTE 92 ON PACE 4 FOR MIN. EMBEDMENT SEE NOTE 12 ON PACE 4 FOR MIN. EMBEDMENT ‘ 1 1 I•. JSWING ROOR UNIT e D C O }IOROONTAL CROCC SECTION SMOTE JAMB TO Buck • ••• • • • • • • • •• • • • • • • • • • • • • • SEE NOTE 92 ON PAGE 4 FOR MIN. • EM1lEDME1 T • • • • • • ••• • • •• • • • INTFROR 0 VERTICAL CROSS SECTION OIITSWING DOOR UN11 SIDELITE EXTERIOR D g�gNTAI. CRSS cFCTION 19NGF & SIDELT SEE NOTE /2 ON PACE 4 FOR MIN. EIBEDMENT aTjna INTERIOR A VERTICAL CROSS cFCT1fN JNWBNG Gnfl 7 AddwdIDmNW Collation N2: NZ 0 0593rD Wald DateRe�ie C . -O ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL. (1) 19.75 L. TOP & (1) 19.75' L 0 BOTTOM INACTIVE 5 SEE NOTE /2 ON PAGE 4 FOR MIN. EMBEDMENT C HORVONTAL CROSS SECTION INSWING UNIT 4 0 V 4 1310128 EXTERIOR �_VEancu C SFC1TON DUTSWING SIDEL ROSS ITE ACTNE E O 0 0 Z c U zgz W Q • Lu Z � � w_ o 0 Z 0 --I Q ^ T 0 2 NOT N m DATE: 2/11/05 SCALE: N. T.S. DWG. BT: SWS CHX. BY DRAWING NO.- 0WC- MA- FL0120 -05 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... 3" --{ TYP .L 6 " I ••• O 6" TYP. TYP TYP. �$ DETAIL "D" 6" • ... • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • - .•. 6" 3" 3 ". SEE DETAIL • • • .. • • • r •3. 3" 3 SEE DETAIL "F" • .•. • • • • • • • • • • • • • • 3. . • • 3" 3" 6" 6" 1- 1 34 3` 0 a SEE DETAIL N "D" Q W 1' O a DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6" J — I — — I — ® 6" �— TYP TYP TYP. TYP. DETAIL "F" ASTRAGAL, SEE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW CC cp O N q� 0 g CC 2 000 o Q ^ _ U 0 s a O a S 3 N 0 m 3 0 r UT VI N \_ N D U maZ Z O N w cc DATE: 2/11/06 SCALE: N.T.S. DWG BY: SWS CNN. BY: DRAWING ND.: DWG- MA- FLO120 -05 SHEET .3 of 5 • • .•• • • • •.• •• .• • • • • .. .. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••. 1-1 1.581" H 0 'n ...��. N i O LATCH STILE LAMINATED LUMBER 4.5525" FINGER JOINTED PINE`I'RAME 000 27 OUTSWING THRESHOLD ALUMINUM BUMPER 4 560" 1" GLASS FRAME (SPECIAI TY) • • •• • • J �!/ •• • • • J o. • • YLQ9.1Q •• • 1 1 DOOR TOP RA fl • Q 1 • 1 -1/4" GLASS FRAME ,(SPECIALTY) 1.581" • • • 0 R vTTDr•RAI • • •WOUD•COMPOSITE .525" • • • • •• • • • • • ••• •• —{ 1.581 )•-- 0 LOCK BLOCK it 29 LATCH STILE FINGER.IOINTED PINF • • i.• • 0. • T y • . ••• • • L 1 -- {140 9 WEATHFRSRIJP 23 INSWING ADJUSTABLE THRESHOLD .ALUMINUM --I 1 581" I- 0 0 30 HINGF SIN F IMF 0.124" Temp. � 0.124" Temp. 0.124" Annealed �+ 0.090" SAFLEX 1116 — 0.124" Anneoled 0.124" Annealed ---""" 0.090" SAFLEX IIIG 36 1 " IMPACT (I ASS 0.124" Anneoled 1 EXT TEMP PANE TO INT FOR 134; 37 1 -1/4" IMPACT GLASS INT OR EXT FOR 132 TEMP PANE TO INT OR EXT FOR 34 1 " GLA(O S FRAME INT //33 r {-^ 1.945" --{ I I 24 DOOR SWEEP 1.581" 31 HINGE STILE FINGERJOINTED PINE Decorative Insert r ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 30 DOOR HINGE SIDE STILE 31 32 33 34 35 36 37 39 40 41 42 43 44 45 DESCRIPTION 3/16' INtON REINFORCED FIBERQASS DOOR FAUX 0.075' INK HEAD JAMB (1 3/16" x 4 9/16 ") HINGE JAMB (1 3/16" x 4 9/16" ) STRIKE JAMB (1 3/16" X 4 9116") 4" x 4" BUTT HINGE #10 X 314" PFH WOOD SCREW (HINGE TO DOOR) DOOR LATCH SIDE STILE (1.581' W x 1.25011) 110 X 1 I /4" PFH W000 SCREW BLANK JAMB (I- 3/16" x 4- 9/16") 0008 TOP RAIL (1.581" W x 1.97Ti) DOOR BOTTOM RAIL (1.581" W x .97 ") COMPRESSION WEATHERSTRIP #10 x 2" PFH WOOD SCREW LOCK BLOCK (1.581" W x 2.5" H) #8 x 1 3/4" PFH WOOD SCREW POLYURETHANE FOAM CORE 2X BUCK BY OTHERS (SOUTHERN PINE OR EQUAL) 710 x 3" PFH WOOD SCREW SHIM MATERIAL (.25" MAX. THK.) KWIKSET 400 SERIES KNOB OR EQUAL KWIKSET 970 SERIES DEADBOLT OR EQUAL INSWING ADJUSTABLE THRESHOLD (050" WALL) INSWING DOOR BOTTOM SWEEP /f8 x 2 -1/2" PFH WOOD SCREW #10 x 2 3/4" PFH WOOD SCREW OUTSWING THR SHOLD (BUMPER) DOW 832 SEALANT OR EQUAL (0 GLASS FRAME) DOOR LATCH SIDE STILE DOOR HINGE SIDE STILE GLASS FRAME SURROUND ( SPECIALTY 1" 1.G. t GLASS FRAME SURROUND ( SPECIALTY 1 - 1/4 I.G.) GLASS FRAME SURROUND ODL 1" I.G.) 10 x 1 -3/4" PFH SCREW 1 LAMINATED IMPACT GLASS #10 x 3" PFH WOOD SCREW MULLION (2 -1/2 x 4-3/8 LAMINATED LUMBER) ASTRAGAL EXTRUDED ALUM. (ULTIMATE BY ENDURA) #6 x 1 -1/2" PAN HEAD SCREW OUTSWING THRESHOLD (HIGH DAM) --I 1.581" SIDELITE 38 STILE /RAIL 3.25" 5.25" OUTSWING BUMPER FACE ALUMINUM THRESHOLD MATERIAL FIBERGLASS 14000 WOOD W000 STEEL STEEL LAM. LUMBER STEEL WOOD WOOD COMPOSITE FOAM STEEL WOOD STEEL FOAM WOOD STEEL, ALUMINUM PVC STEEL STEEL ALUMINUM SILICONE WOOD MDF WOOD ALUMINUM ALUMINUM AL UMINUM GLASS STEEL 1 -1/4" LAMINATED IMPACT GLASS SIDELITE STILE /RAIL SIDELITE SPACER PAK WIK SPACER GLASS MDF VINYL STEEL LAM. LUMBER ALUMINUM STEEL ALUMINUM 0 v skl 1n 0 0 1) 0 U L w 1, U 0 0 0 w h m z 0 u) DATE: 2/ 1/05 SCALE: N.T.S. ors. sr: SWS ONx. BT: ORMNO NO DHG- MA- F10120-05 SHEET 5 or 5 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• SEE DETAIL "C" SHT. 3 • ••• • • • • • • • • - • • . •J J 6� •• • -. • • • • i ' • • • SEE DETAIL • • • SHT. 3 3" • •• • • • • • • • • • SEE DETAIL °F° SHT. 3 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 0 w a SEE DETAIL "D" SHT. 3 ce O a 6• L. N z 0 CO Q wO cC • Z lu � 0 i n 0 0 N m C.) w U O O 0 0 CO N N 0 z Z 0 V) DAM 2/ 1/05 WALT: N.T.S. DWG. SWS CHK. BY: DRAWU C NO- DWC - HA - 410120 - 05 SHEET 4 OF 5 I NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: rT I005930 -Pa 1 02/17/05 04/10 /2007 .. • C te�!rturaL • - - • • Masonite �eternational. • • • M-703-1 • National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202.-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8 ... • ;j L s a i MAY 0 1 2001 BY: ___ biA j, .. • •••• The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied, portion of this form and certification label is applied to the product. This left hand po a cer licable specification and that all certification represents product conformity to the appl• icable • The products and systems listed below review, and adv NAMI immed if data, as s NAMICertification.com. Please www corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Fiber ass Side- Hin¢ed Door Units Test Report: NCTL -210- 3102 - 1/210- 3105 -1/210 -3107 - 1/210 -3108-1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners coped, butted, and sealed using three 2" long wire staples (.04375 "). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber and attached to the header and threshold with three #l0 x 3" Philips Flat Head Wood Screws. 1 Glazing: Where used, the overall impact rated laminated glass was glazed into an extruded aluminum frame. Consisted of 0.124 "Annealed - 0.090"PVB- 0.124 "Annealed- Decorative Insert - 0.12 Tempered 1a Glass/ or 0.124 "Annealed- 0.090PVB -0 "A nnealed -0.124 "Temp 1.4 Door Leaf Construction: Each door leaf was constructed from m1 0.075" stiles thick reinforced fiberglass composite material. Top rail constructed from wood, with or without composite edge band. • • • Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: ODL or Specialty Endura Ultimate Certification No.: NI005930 -Page 2 Revision Date: 04/10/2007 Section 3: Additional Supportive Test or Acceptance Data Certification Documentation included: • • .. • • • • • See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (757)594 -8658. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 - Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 3.1 Fiberglass Reinforced Composite (Including raw c o m p o s i t e , • . . • • •' . painted composite and stained and top coated compoatg; f sted. #or ; Tensile & Elongation Properties per ASTM D638, hath hdfore Mild • • after weathering for 4500 hours per ASTM G26 Xenon ere 114ethod 1, Test performed by Universal Laboratory, Inc =Test• Report •. 27009/27009- A/27009 -B. • 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 • . And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC - 98 -417- 7139.0. 3.3 Miami -Dade Building Code Compliance Notice of Acceptance for Solutia Interlayers, NOA No.: 03- 0827.08. 3.4 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977- 104313. 33 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories, NCTL - 110 - 9624 -1. 3.6 Anchor Calculations for: (Revised Section 04 /26/05) Anchor Performance Calculation Report - Performed by Harold E. Rupp, P.E. (Florida No. 15935.) 3.7 National Accreditation & Management Institute W -1362 • • • • • • • • • • • • • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Misslle Impact Rated Test Report Number Drawing Number & Comments X Single $ US Opaque 3'0" x 6'8" +70/ -70 Yes NCTL-210- 3102-1 MA- WL0094/95/96/97/98 -02 Maximum Panel Size: 3'0" x 6'8" Assembly/Installation Drawings -MA -FL OI20 -05 X Single $ O/S Opaque 3'0" x 6'8" +70/ -70 Yes NCTL -210- 3102 -I MA- WL0094/95/96/97/98 -02 Maximum Panel Size: 3'0" x 6'8" Assembly/installation Drawings- MA- FL0120 -05 XX Double US Opaque 6'0" x 6'8" +50.5/ -50.5 Yes NCTL- 210 - 3105 -I MA- WIA107/8/9/10/11/12/13 -02 Maximum Panel Size: 3'0" x 6'8 "/Sidelite: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0120 -05 XX Double O/S Opaque 6'0" x 6'8" +55/ -50.5 Yes NCo3105 -1 MA- WLA107/s 7/8/9/l /10/11/12/13 -02 Maximum Panel Size: 3'0" x 61"/Sidelite: 3'0" x 6'8" Assembly /Installation Drawings- MA- FLD120 -05 XO /OX Single w /Sidelite g US Opaque Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -Yes Sidelite -Yes NCTL- 210 - 3105 -1 MAel Size: x 6'8 1!12/13 -02 Maximum Panel Size: 3'0" x 6'8 "!Sidelite: 3'0" x 6'8" Assembly /Installation Drawings- MA- FLAl20 -05 XO /OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -50.5 Door -Yes Sidelite -Yes NCTL -210- 3105 -1 MAel Size: Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0122 -05 OXO Single w /Sidelites $ US Opaque Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 Door -Yes Sidelites -Yes NCTL-210- 3105 -1 MA-W Size: 3' x 6'S l/l2/l3 -02 Maximum Panel Size: 3'0" x 6'8 1/12/13-02 3'0" x 6'8" Assembly /Installation Drawings-MA-FL-0120-05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -50.5 ` Door -Yes; Sidelites -Yes', • • • - - • 0- - - �ICT��10- 3105 -I � •.� I�A /Il/IVl3 02 • • MaxLmIln Panel Size: 3'W' x 6'8" /Sidelite: 3'0" x 6'8" ' •' 'At sembly /lnstatlat on Drawings- MA- FLO120 -05 OXXO Double w /Sidelites US Opaque Doors Glazed Sidelites 12'4" x 6'8" +50.5/ -50.5 Doors -Yes Sidelites -Y a • ' NCTL -210- 3105 -1 MA-w ize:3 1446' 1 /Sid l3 -02 • • laarcimutn Vane! Size:3'Q' * x•6'8" /Sidelite: 3'0" x 6'8" • ''Assertbb/Installation'pr ving- s- MA- FLAl20 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -50.5 Doors -Y.ls ' Sidelites -Yes M ..• • • • • • NC!'LR10l3105 -1 MA r . vlvl3 02 Maximum Paneel l Size: ize: 3 3'00 " '8 1/12/13-02 3'0" x 6'8" Assemb /Installed win gs- MA- FDAI20 -05 • i NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930 -Page 3 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 12/31/2008 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203 -94 /ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./11870 Merchants Walk Suitc20/,/Nejv Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: • • • • • • •• • •• ••• • A• • • • • • •• • 6 Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Opaque 3'0" x 8'0" +70/ -70 Yes NC TL-210-3102-1 MA WLA094/95/96,97/98 -02 Maximum Pend Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FL0121 -05 X Single O/S Opaque 3'0" x 8'0" +70/ -70 Yes NCTL- 210-3102 -1 Maximum Panel Size: 3'O"8 g mum 0" Assemb�/L>stall Dmrings-MA-FIAl21-05 XX Double I/S Opaque 6'0" x 8'0" +50.5/ -50.5 Yes NCl'tTL r2t0.3105 -1 MA- WL0107/8/9/I 0/11/12/13-02 Maximum Panel Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLD121 -05 X X Double 0/S Opaque 6'0" x 8'0" +55/ -50.5 Yes NCTL-210- 3105 -1 MA- WL0107/8/9/10/11/12/13-02 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl21 -05 XO /OX Single w /Sidelite US Opaque Door Glazed Sidelite 6'0" x 8'0" +50.5/ -50.5 Door -Yes Sidelite -Yes NCTL-210- 3105 -1 MA- WL0107 /8/9/10/11/12/13-02 Maximum Panel Size: 3'0" it 8'0"/Sidelite: 3'0" x 8'0" Assemblk /lastailation Drawn gs- MA- FLD12I -05 XO /OX Single w /Sidelites 0/S Opaque Door Glazed Sidelite 6'0" x 8'0" +55/ -50.5 Door -Yes Sidelite -Yes NC L- 210-3105 -1 MA 7/8/9/Ia1 t/12/I3 -02 Maximum Panel el Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Assembly /Installation Drawings -MA -FL O121-05 OXO Single w /Sidelites US Opaque Door Glazed Sidelites 9'0" x 8'0" +50.5/ -50.5 Door -Yes Sidelites -Yes NCTL -210- 3105 -1 MA -W ' 8/9/10/11/12/13 -02 Maximum Panel Size: ize: 3 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl21 -05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" +55/ -50.5 Door -Yes Sidelites -Y • • • NCTL-210- 3105 -1 MA- WL0107/8N/10/11 /12/13-02 • •: lvfax uan Sjze:,3 x 8'0 "/Sidelite: 3'0" x 8'0" • i . }kbajtibe/ttisjalllation 131awings- MA- FLO121 -05 OXXO Double w /Sidelites US Opaque Doors Glazed Sidelites 12'4" x 8'0" +50.5/ -50.5 Doors -Yes.' Sidelites -Yes ... • . wcrt-�10 3105 - 1 'MA=W 8/9.ta1 vwt3 Maximum Panel Size: ze: 3 3''0" x 8'0 "/Sidelitee: : 3'0" x 8'0" Assembly /Installation Drawings- MA- FI012I -05 0)0(0 Double w /Sid elites 0/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +55/ -50.5 Doors -Yes : Sidelites :tes : • ■ r • • ? ?% 3105 -1 QLA 0/t 1 /12/ 13.02 • M ym item siz4 3'0-" /Sidelite: 3'0" x 8'0" • Assembly /1nstdl ngs-MA- FLAl21 -05 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930 -Page 4 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 12/31/2008 Product Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203- 94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria bas been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Cerdfication Program is accredited by The American National Standards Institute (ANS National Accreditation & Management Institute, Inc. /11870 Merchants Walk Suite 202/Newpo Te1- 757.594.8658/Fax- 757.594.8659 • • NAMI AUTHORIZED SIGNATURE: • • . • , 11,,,p • • • ••• • • . ••• • • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Glazed 3'0" x 6'8" +60/ -60 Yes NCTL210 3108 - I MA- WL0115/16/17/l8/19/20/21 -02 Maximum Panel Size: 3'0" x 61" Assembly /Installation Drawings- MA- FLOI22 -05 X Single O/S Glazed 3'0" x 6'8" +60/ - 60 Yes NCT'L 210 3108 - I MA- WLA115/16/17/18/19/2021 -02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0122 -05 XX Double US Glazed 6'0" x 6'8" +60/ -60 Yes NCTL2I0- 31081 MA -WIAI 15/16/17/18/192081 -02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0I22 -05 XX Double O/S Glazed 6'0" x 6'8" +60/ - 60 Yes NCTL210 3108 - I MA -WLAI 15/16/17/18/192021 -02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA- FLO122 -05 XO /OX Single w /Sidelite US Glazed Door Glazed Sidelite 6'0" x 6'8" +60/ - 60 Door - Yes Sidelite - Yes NCTL- 2I0- 3108 -1 MA WL0115/16/17/18/192021 - 02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA -FLO 122 -05 X0/0X Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +60/ -60 Door -Yes Sidelite -Yes NCTL -210- 3108 -I MA WLO115/16/17/18/1920/21 - 02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0122 -05 OXO Single w /Sidelites US Glazed Door Glazed Sidelites 9'0" x 6'8" +60/ -60 Door -Yes Sidelites -Yes NCTL 3108 - I MA- WLOI15/16/17/l8/19/2021.02 Maximum Panel Size: 3'0" x 6'8" Assembly /Installation Drawings- MA- FL0122 -05 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +60/ -60 Door -Yes Sidelites -Yes • • • • • • • • . • • • NCTL210 3108 - 1 • . .1t1A- tJLj11 �l15/17/18/192021 -02 • • • Maximum fanel Size: 3'0" x 6'8" . Asseazrb, /1 n latien MA- FL0122 -05 OXXO Double w /Sidelites US Glazed Doors Glazed Sidelites 12'6" x 6'8" +60/ -60 Doors -Yes • Sidelites -Yes • �• • • • • • • • • rlCltr210 3108 - 1 AMA- wL0115/16/17/18/192021 -02 Maximum Panel Size: 3'0" x 6'8" • • flSserlbly /Instli Ili V55 Draw ings-MA-FL0122-05 OXXO Double w /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +60/ -60 Doors -Yo• • • Sidelites s • t • • • • • • • +1CTL•219- 3108 -I . • •; � - a'� 1 �5/¢,/1:1I8/I92021 02 MaximSeManef Size: 3'0" x 6'8" Assembly /rstal later ngs -M A -FLA l 22 -05 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930 -Page 5 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 12/31/2008 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203 -94 /ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAM1's Certification Program Is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc. /11870 Merchants Walk Suiig/.0 ;/Nelvgort • •• ., /i • • Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: VI 41V • • • 606 Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Glazed 3'0" x 8'0" +50/ -50 Yes NCTL2I0 3107 - 1 MA - W P anel Size: 3'0/104/1005 -02 Assembly /Installation Drawings- MA- F10123 -05 X Single O/S Glazed 3'0" x 8'0" +50/ - 50 Yes NCTL M A- W L099/ 100/ 101 / 102/ 103 / 104 / 105 -02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl23 -05 XX Double US Glazed 6'0" x 8'0" +50/ - 50 Yes NCTL210 3107 - 1 MA -WL099 /100/101/102/103 /104/105 -02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FL3123 -05 _ XX Double O/S Glazed 6'0" x 8'0" +50/ - 50 Yes NCTL.210 3107 - 1 MA- WLA99/100/101/102/103/104/105 -02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl23 -05 XO /OX Single w /Sidelite I/S Glazed Door Glazed Sidelite 6'0" x 8'0" +50/ -50 Door -Yes Sidelite -Yes NCTL210 3107 - 1 MA - WL099 /100/101/102/103 /104/105.02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings -MA -FL 0123 -05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 8'0" +50/ -50 Door -Yes Sidelite -Yes NCTL, 210 - 3107 - 1 MA WL099/100/I01/102/103/104/105 - 02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl23 -05 OXO Single w /Sidelites I/S Glazed Door Glazed Sidelites 9'0" x 8'0" +50/ -50 Door -Yes Sidelites -Yes NCTL210 3107 - 1 MA WLA99/100/101/102/103/104/105 - 02 Maximum Panel Size: 3'0" x 8'0" Assembly /Installation Drawings- MA- FLAl23 -05 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 8'0" +50/ -50 Door -Yes • • Sidelites -Y4 • • • • • • • � • NCTL - 210 - 3107 - 1 • :14R-16091:00151/102/iO3/iO4/105-02 2 • • • Lg axlr i Pre! Size: 3'0" x 8'0" • • Pssembiy /IestailationaD swings- MA- FLD123 -05 OXXO Double w /Sidelites US Glazed Doors Glazed Sidelites 12'6" x 8'0" +50/ -50 oors -Yes - Doors-Yes Sidelites -Yes • - • • '" " " NOM-210- 3107 -I MA WL099 /100/I01/102/103/104/105.02 Maximum Panel Size: 3'0" x 8'0" .. ts j l' /Instrillation MA -FLA 123 -05 OXXO Double w /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 8'0" +50/ - 50 Doors - Yt3s • : • Sidelites : • • • • : 1: • . N7L31Q-3107 - 1 • • A4/LA99/ OA/ 1 02/103/104 /105 - 02 • M imn i ipanel'Size: 3'0" x 8'0" Assembl st�a latio wings- MA- FLAl23 -05 iv NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930 -Page 6 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 12/31/2008 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203 -94 /ASTM E330 The "Notice of Product Certification" is only 'valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria bas been satisfied. This product has been approved for listing within NAMI Certified Product Listing at www.Namicertificadon.com. NAMI's Certification Pronram is accre dited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc. /11870 Merchants Walk Suite 201/NelvW Te1- 757.594.8658/Fax- 757.594.8659 • • • • NAMI AUTHORIZED SIGNATURE: • • • •• • .23 • Mar 08 07 11:50a Roberto Sanchez MAR /U8/20U7 1`HU 14 :U1 FM Cornn• r 'y r,ffuin r - • r 1 r • O verview Product Search Skgan'¢ation Product • lion The. Florfila ,DepartnlFnsflCrminiln ; iiff.�ors li it - Bu,lcl n g Cvde f,fO!riat/OJ1 Systofn =. • • • • • • User: Poblio User - Not Associated with Organizati 1 • Application #: PL4334 -R1 Date Snbrained: 0910812005 Code Version: 2004 Product Manutbcttuvr: Address/Phone/email Cam: Sobenteg Evaluation Method: Qual Assurancellatity. Validateoe Entity: Authorized Signature: • Section 2612 EVHZ P1• ) 3052672794 000 • • • • • 4 • • • • • • • Masoaitt International One North Dale Mabry . Suite 950 Tampa, PL 33609 (615)441-42.58 Need MALI Exuarior Doors Swinging Certification Mark orLihting Referenced Stsnda:do from the Florida Building Code :. Sactina Standard hat TAS 2O1 1994 TAS 202 1994 TAS203 1994 ASTM 1998 B1300 ASIM 2002 E1300 Cron Agency: National Acc><ecfitatiaw &amp; Management Institute, Steve Schreiber UU p.1 • Evaluation/ : est Reports Uploaded: • Inslallanon Documatus Uploaded PTED 4334_R1 1 68 Glazed 51e:// C: 1DoctmaeataY020andrz06et1ingape NIVIy%20Doc tts1Florida %20Butilding%20Codel920... 11/27/2005 _ _ -.-o., F0124 4 4 5 Po i E tdd >b u rn• • locations adhering to the fl a Bgrit rng Code irsclttdii' the H fle ity ^ 4ler..ay rar!d " • ..li ` 0 pressure requirements as des, rill, exceed the design ' pressures I "rsbed. 12'-0' x 8'-0" max nominal size Max DP= +55.0!-50.5 • When large miss(Ie impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FLO121 -05 for additional Infomration. • 8334,3 • • - ' - • Fiberglass Sloe- Idn9ed Door Units - impact Raced • • . • - . ' : • fl 8 r Door w/ or . SidelBes - 43 3" . • Fiberglass Side - hinged Door Units - Impact Rated ' • ' • • • 8'-0" Opaque US Sid O . • Eva hiated for use in locations adhering to the Fonda Building Code including the High Velocity Hurricane Zone. and where pressure requirements as • determined by ASCE 7, Minimum Design Leeds for Buildings and Other Structures, does not exceed ttie design pressures listed. 12'-0° x 8'-4" max nominal size Max DP = +50.5 / -50.5 Wien loge misaile impact resistance is required, hurricane pfvtective system is NOT required. See installation drawing DVUG- IA- FL01 -05 for additional information. ' 4334.5 Fiberglas Side - hinged Door U nits - Im pact Rated - • • • 0/S Door Opaque or w!° Si13es . • Evaluated for use in locations adhering to the Florida Building Code including the High Velocity hurricane Zone, and where pressure requirements determined a5 determined by ASCE T, Minimum Design Loads for Bungs, and Other . Structures, does not exceed the design pressures fisted_ 12' x 6 Max nominal Size . Max OP = +55.0 / -50.5 Mar 08 07 11•:50a Roberto Sanchez MAR /08/2007/THU 12 3052672794 0 000 p.2 P. 002/010 ://c:vDocumait%2oa> gar /020Se gape A20Document for 2ostild de %20... 11/27/2005 Mar 08 07 11.:51a Roberto Sanchez MAR /08/2007/1BU 12:02 PM Product Approval Method! Application States: Date Validated: pate Approved_ Date Certified to the 2004 Code: i 4334.2 Fiberglass Side-hinged Door Units - Impact Rated 1-4' Opaque US OJS Single . • •.. : 4 6 hOpaque • • • • >'T1ID± 34 ' 2 8.01 d . Inste __Quaff rriD 43.341_I 80 Opaque 3052672794 • . .• • • . • • • •• • • . • • • • • • M 1 O• tkom 'A • .• ..• .. . ' 74,v . . ... • • 10?19P2005 • • ••• •. • Petri 1(1 ApplSeq 4334.1 • Product Model 1 or Name Model Description f Fiberglass Side - hinged Door Units - Irnpact Rated 6'-8" Opaque US nd O!S Single UMW of Use Evaluated for use in locations adhering to the Florida Bur'ing Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Nlinimum Design Loads tor buildings and Other Structures. does not exceed the design pressures fisted. 3'4' x 6' 8" max nondrai size Max DP = +1 70.0 When large missile impact resistance is required, hurricane protective system N NOT required. See installation drawing DV1113 -1,1A- F10120.05 for additional intomration. • 1 Evaluated tor use in lotions adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3 x 8' 0• max nominal size Max • DP • +/- 70.0 Wien large missile impact resistance ip required, hurricane protective system is NOT required. See installation 1 P. 003/010 fsle:NCADocaments9 320SettingslhpereAlVfy • 20DocumentsTlorida %20Bui1dingR©20Code %20... 11/2712005 Mar 08 07 .11:51a Roberto Sanchez MAR /08/2007/TH0 12:02 PM 4334.8 • • • 00, • . • •• • • • Fiberglass Side-hinged Door Units - Impact 8 -0" Glazed I/S O/S Door w/ v.r/o Sidelites Evaluated for use in s adhering to the *ride Building Code ' uding the High Velocity nic ane Zone, and re pressure Irements as ctem Ined by ASCE 7. inlmum Design Loads Buildi gs and Other res, does not the design res listed. 12'41°x -0° max nominal size DP = +50.01-60.0 large missile impact 'stance is required, protective is NOT required. installation drawing ' 0123-05 for dditional information. Fiberglass Side - hinged Door Opaque 115 4334 Door - Imps Rate Sid r vrlo 4334.7 v4u ese iw • • tab rife • • •• • -:. BuNdmg Cdde • nduding.the High Velocity ••• • .. nCion& Old.. • • • Cat inimum Design toads r Buildings and Other ums, does . not the design = urea listed. 12'-O" x -0° max nominal size DP = +80.5 / -50.S large missile impact is required,. chicane protective is NOT required. installation drawing NIA- FL/3120-05 for • , Mortal information. • • • .• ir-8• Glazed I/S Fiberglass Side- hinged Ind OIS Door 3052672794 stern is N T r+i - ee installation drawing 0120 -05 for i pon. • Evaluates br use in • •< . nil adhering to the . Building Code dulling the High Velocity Zone, and ere pressure uirerients as 'nod by ASCE 7, nimum Design Loads Buldings and Other res, does not file) /C :\ Documents% 20and% 20SethngAllpezeziMr1o20Docimtents1Florida ► %20Building%20Code9420... 11/27/2005 p.4 I'. UU4 /UIU Mar Q8 07 11:52a 'Roberto• Sanchez MAR /08 /2UU1/1'HU 12 :Ul ?1 we • • • ... •.• .. ... ; • 1 • • • • • • • • 3052672794 ••,•• • Icd:iz: -e x • • .-T nbr11in8i SOW • • mix DP 480.CCi 411,0 When large ridssile n resistance is required, • • • • *MOT Mired SeeJAstaIetiondimming oIM3- MA- FLo122 -05 for addrllonal information. Se D ured Cater ht and OisttaMrer :02000 The Strife or Flofilla. All rem memo. ' rewrFr+ p.5 r. uuJ! Ulu • file: / /C: yenta %20aad %20 Setting sl hperezlMY"/o 20Dacti mnentfflorida %20Building %20Code%20.- 1.1/27/2005 c■1,* AMWA a g o vim \u, W1 ' st d CT\ 05 (-NLC'VJ 0lo1)Cn -= BUILDING Permit No. ' A Is0�1- /, cOL� VV �OVJ "l . PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle). Job Address (where the work is being done) Value of Work For this Permit $ 2_T 0 0 Structural Review. $ Miami Shores Village W07E2172 Building Department APR 0 4 aoo7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y• Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) S, S Phone # 3 U 5 — — 0 3 G t CD Owner's Address )-1 1 t6- t O, �jT•_ i City (f kpon1( y t Or F S State ` Z Zip �j�j r j 6 � Z- Z Tenant/Lessee Name Phone # 5A-LEA -P 2 NO IN S-1 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 7 Contractor's Company Name OW V'C. Phone # Contractor's Address City State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Zip Phone # 1•` 0.4beJr. 4 —A 4- 435 (A ngineer's Name (if applicable) )Li .ro � �(�a Phone # 154- '32\ Square / Linear Footage Of Work: , 4q Type of Work: ❑Addition ❑Alteration (=New Repair /Replace ❑ Demolition Describe W \ ork: )e�4 C - ?L3 F F-� r L C I& S�K _ ( V c c R c \S l�� �7� e��Oca�S �LGc c L �� "2.z %D E. Q20 4eZ- �v2QG cow — 0CD0 . * * * * * * * * * * * * * ** * *k* * * * * * * * * * * * * * * *F s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permi Fee $ 6_,_0 • CCF $ 1 ,BCC CO /CC Notary $ . Training/Education Fee $ 1 Technology Fee $ 5 •G2. , Scanning $ 12, ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei . .ection ` will be charged. Signature Signature Owner or Agen Contractor The foregoing instrument was acknowledge before me this The foregoing instrument was acknowledged before me this v day of 20 0 1, by OMIZIS A .b.Pcc1L f c„ .._% , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY -PUBLIC: P' / ®p i) Sign: o ° `;, `� , v u r V' ri+l 4 Print: L._ ri J My Commission Expires: As identification and u 'mil take&DSMrG kLARDO as identification and who did take an oath. NMISSION # DD 483390 * + t '' NOTARY PUBLIC: ,.:,;E3: November 4, 2009 f ''9r F 0 , „ o pO , Bonded Thru Budget Notary Services 6 Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 6 Plans Examiner Engineer Zoning DOOR REPLACEMENT WITH IMAPCT DOOR EXISTING WINDOWS BLOCKED UP TO PROVIDE PROPER REQUIRED SUPPORT FOR DOOR. MAY 1 1 2001 Passed I nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until f Inspection Number: INSP -47745 Permit Number: WS -4 -07 -669 Inspection Date: 05/10/2007 Inspector: Grande, Claudio Owner: ANTONOPOULOS, VIKKI Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, May 9, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Window and Door Buck Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060134820 Lot: Page 2 of 2 DOOR REPLACEMENT WITH IMAPCT DOOR EXISTING WINDOWS BLOCKED UP TO PROVIDE PROPER REQUIRED SUPPORT FOR DOOR. N W 0 8 21101 / 'i Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. ter: N [5 i ∎ �oa wj 4 Inspection Number: INSP -47744 Permit Number: WS -4 -07 -669 Inspection Date: 05/08/2007 Inspector: Grande, Claudio Owner: ANTONOPOULOS, VIKKI Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Idin De Comments Monday, May 7, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Fill Cells Columns Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060134820 Lot: Page 1 of 2 1/4" Tapcons missing on the front office, kitchen and playroom windows, check all windows. 12/11/06 CG. Passed Inspector Comments � til Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/11/2006 Inspector: Grande, Claudio Owner: ANTONOPOULOS, CHRIS Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: STORMPROOF INC Building Department Comments Monday, December 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 34449, - Permit Number: WS -6 -06 -1668 DEC12 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060134820 Lot: Phone: (305)418 -8787 Page 1 of 2 ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Acknowledged b PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: J S to f 1. DATE: I, Mo kln i z I' W N C1 O() 3 Address: Qi1 NE ) 6 1 ,ser From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. (inspection Number: INSP -35988 Permit Number: WS -6 -06 -1668 Inspection Date: 12/28/2006 Inspector: Grande, Claudio Owner: ANTONOPOULOS, CHRIS Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: STORMPROOF INC Building Department Comments Passed Failed Correction Needed Wednesday, December 27, 2006 Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134820 Block: Lot: JAN 0 2 2001 Phone: (305)418 -8787 Page 2 of 2 Permit Number: WS -6-06 -1668 Inspection Date: 11/30/2006 Inspector: Grande, Claudio Owner: ANTONOPOULOS, CHRIS Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: STORMPROOF INC Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement ®Et 01 "" Block: Phone Number Parcel Number 1132060134820 Lot: Phone: (305)418 -8787 Page 2 of 2 Passed Inspector Comments ' ,aver -( 10 4 /-4/1L— / N 5 oc c 6 4t- ) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Permit Number: WS -6-06 -1668 Inspection Date: 11/30/2006 Inspector: Grande, Claudio Owner: ANTONOPOULOS, CHRIS Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: STORMPROOF INC Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement ®Et 01 "" Block: Phone Number Parcel Number 1132060134820 Lot: Phone: (305)418 -8787 Page 2 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -6 -06 -1668 Invoice Number: WS -10 -06 -26356 Applicant: CHRIS ANTONOPOULOS Company Name: Owner Address: 277 NE 101 ST MIAMI SHORES, FL 33138 Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Date Friday, October 13, 2006 10/13/2006 Check Payment Type Check Number 1067 Amount $290.90 Change $0.00 Total Payment: $290.90 Page 1 of 1 Miami Shores Village MS Wz-(0/0(9- Building Department I 515 Pm 7 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 BUILDING CRITIQUE SHEET i.;667,4t, A Add S ILMOS .00 ./.4&./itho rev. &e De 774 G ,o0.. 006 up - �iA-)t s s 464.) �A ob " l 1 d /P �v� cize,,a, l 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0tp— / Job Name Am2 Alop00 5 Date Viy06 ci vve BUILDING FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address o2 7 7 NE /0 / � C11.Qi City A State FL. Tenant/Lessee Name City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address g5 Nu-) �� City i i State Certificate or Registration No. Architect /Engineer's Name (if applicable) NI A Submittal Fee $ Notary $ Scanning $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. `\S D ( :) v � PERMIT APPLICATION r0( Oloe Master Permit No. je .. Electrical Plumbing Job Address (where the work is being done) o'Z 7 e 7 A/r /0 / .; County Miami -Dade NO $64 State FL Zip .3 3 (04 Qualifier GH /I Q 1��, 110 Kite fez N $ Value of Work For this Permit 7(0r") " Type of Work: ['Addition XAlteration ❑New Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Certificate of Competency No. Q's -(3S 0003 j Training /Education Fee $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ gm a 8PAM Phone # Z ip 3513 8-:24-2 Phone # Phone # 30S 4I7'7 Phone # Zip .5 f.3R Square Footage Of Work: RECEIVED JUN 2 0 2006 / BY: Mechanical Roofing .Q— 7 54 — O3q 0 ❑ Repair /Replace 111 Demolition CCF $ "\-- 80 CO /CC Technology Fee $(Q -30 Bonding Company's Name (if applicable) J V' 4 Bonding Company's Address City State Zip A A Mortgage Lender's Name (if applicable) lV ( 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be .•. raved . •d a ei • l�on fee l be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this a' day of chc 05/13/03 who is persona NOTARY PU : LIC: Sign: Print: My Commission Expir * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowledged before me this , 200(o , by , day of kno , n o me or who has produced As identification and who did take an oath. q � yr MY COMMISSON�p 3368749 if EXPIRES September 28, 2O00 rlandod Tnru Notary Public UBdcNifittFB • * * * * * * * * * * ** Signature who is personally" known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: SYlv.0 MONTERO EXPIRES: Se ( 28, 2008 Bonded Thru Nct- ' ,i tic Underwriters My Commissio ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 20 Q, by 6 Plans Examiner Engineer Zoning *** * * * * * * * * * * * * * * ,,. * * * * * * * * * * * * ** ****¢*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Miami Shores Village Vib //O2 - Building Department 5 / 5 r ,4 BUILDING CRITIQUE SHEET Permit No. 06- /(p(pa Job Name Au p s/o oo4).5 Date Vzy06, / 2.0 eiet cu e.774 i PO4- /04Oexc up - ,, j, /14,xcr 13-wel AP Ail- Amp Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF COMMENCEMENT 1111111 11111 11111 1111111111 11111 111 11 1111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C-F= 14 20046Ra.e6,93 9 4 e-1 OR BIB 24670 P9 3377; (1psr PERMIT NO. TAX FOLIO NO. RECORDED 06/27/2006 15 :08 :15 HARVEY RUVIN► CLERK. OF COURT STATE OF FLORIDA: MIAMI -DADE COUNTYr FLORIDA LAST PAGE COUNTY OF MIAMI -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: rQ () ri N E l0 2. Description of improvement: ).vfce..tsw-' ivz-pk t°_intig- .t 3. Owner(s) name and address: Lt'vi.&JJ 614-C'S .017 NE lO 1 - inca rr ze4, VL , <33/3 Interest in property: Name and address of fee 'simple titleholder: C SI CJ(.C�QJ t Yl a L(X Q )S a') 1 NE 101 67,2-, rfil . a5/ 4. Contractor's name and address: & �. 5. Surety: (Payment bond required by owner from contractor, if any) ) A Name and address: Amount of bond $ gaD 1t) u) tog- S$— 3 316 6. Lender's name and address: 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: /V/ 4 8. In addition to himself, Owners 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: N7R 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen .:t. s :,:c '-d e Signature o Owner Print Owner's Name Ch2is NTvNo le /O.S Prepared by Sworn to and subscribed before me this / 4 day of � y t44J — , 20 .X Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE4 12/05 stri MY COMMISSION # DD 358749 4 � . = EXPIRES: September ' A,f , Bonded Thru N otary Public Underwriters Address: 6STX) /\G LO (PO-, r \ov • 1(( Issue Date: 10/10/2006 Owner's Name: CHRIS ANTONOPOULOS Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 277 101 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/08/2007 Contractor(s) STORMPROOF INC Phone (305)418 -8787 Primary Contractor Yes Additional Information Type of Work: WINDOWS Additional Info: No of Openings: 16 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1668 Phone: 1132060134820 Lot: PB: Total Square Feet: 0 Total Valuation: $ 7,600.00 Re • uired Ins ' ections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee $260.00 Scanning Fee $18.00 Technology Fee $6.50 Total: $290.90 Invoice Number WS - 10 - 06 - 26356 Total: Amt Due $290.90 tK(Oi OCT 1 3 PAD Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE ( StormProof 8500 NW 64 Street Miami, FL 33166 SCOPE: This NOA is being iss The documentation sub by the Board of Rule the Authority Havin OCT O 3 2006 MISSILE IMPACT RATING: Large and Small Missile Impact MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1(2G, (' 40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ble rules and regulations governing the use of construction materials. ewed by Miami -Dade County Product Control Division and accepted be used in Miami Dade County and other areas where allowed by This NOA shall not a ` et,' he e ;''ration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -400 Aluminum Double & Single" Casement Window. APPROVAL DOCUMENT: Drawing No.03 -245, titled "Series 400 Double & Single Casement Lar•ItMiSsile ...... Impact Window ", sheets 1 through 4 of 4, prepared by Tilteco Inc., dated 12/04/03, signe : Sealed 1».JValter •. • A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with �h: • �Tpjice of >cptanc2 " " • number and Approval date by the Miami -Dade County Product Control Division. ••.;.. :.... . . . . . . • • • .. ... • • •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo add. ...... following statement: Miami -Dade County Product Control Approved", unless otherwise mated' erein. • • RENEWAL of this NOA shall be considered after a renewal application has been filed an j tli4i'e has begs j o ...... • change in the applicable building code negatively affecting the performance of this produce • TERMINATION of this NOA will occur after the expiration date or if there has been a rel►i��on Dr change.in the • .... • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0116.03 Expiration Date: March 11, 2009 Approval Date: March 11, 2004 Page 1 StormProof C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.03 -245, titled "Series 400 Double & Single Casement Large Missile Impact Window ", sheets 1 through 4 of 4, prepared by Tilteco Inc., dated 12/04/03, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1791, dated 09/26/03, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1788, dated 04/16/03, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 5) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94: • • • • • : :' . along with marked -up drawings and installation diagram of a cdsame:nt ••••'. • HETI -96 -1075, dated 04/14/03, signed and sealed by Rafael E.'1window, prepared by Hurricane Engineering & Testing, Inc., Tesrreport 1\1'0. • • 3'roz -Seda, P..F,. °°°°°°°°°°°° 4. Test reports on 1) Uniform Static Air Pressure Test, Loading pef gl3C, TA•20!- ' 94 " °° • along with marked -up drawings and installation diagram of a casc;rnt winrfow� • prepared by American Test Lab of South Florida., Test Report Ind. " • ATL- 0708.04 -03, dated 12/18/03, signed and sealed by William l��Vl�hner�.� • • • • .... • CALCULATIONS • ' • •.•' • • • 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 01/28/04 prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0116.03 Expiration Date: March 11, 2009 Approval Date: March 11, 2004 StormProof NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01, issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 03- 0421.01, issued to "Solutia Inc." for "Saflex HP" dated 05/22/03, expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance, dated December 11, 2003, signed and sealed by Walter A. Tillit Jr., P.E. 2. Statement letter of no financial interest, dated December 11, 2003, signed and sealed by Walter A. Tillit Jr., P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -2 • • • •. •• • .. • • .••S• .. •• • • ••. • • .... . • • ••.. ..... . • • • • • • • • • • •• • • • . . • • .. . • • •••• • • • • .. .. • • • • ...... •••• • • • • .. ... •••• • • • • • • .. . • • • ...... •• •• • • • • ...... •••• • • • • •• • • •••••• • • •••• • .. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0116.03 Expiration Date: March 11, 2009 Approval Date: March 11, 2004 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT DATE: O1— 1 r✓ - O (o TIME: ,J . ° 4 1 S NAME OF PERSON REQUESTING FILE: C 6 r- Q w 2, PHONE #: 305 2 i Se.zz z it YOUR ADDRESS: ' 5 / IC pr 5/ ADDRESS OF FILE REQUESTED: 2- - 7" A2 F $ 6 , INFORMATION REQUESTED: understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: FILE RETURNED TO: INITIAL • /04. el,„,) A uti,e444 I j / .i.. L., / Iii • t 1/ ■ 1- • tJ /2" en, \ft:€ N .'1 • • 5 „ / to n 51 /2 /6 » • be 'Pt° YA:z.e4) A° \Glitiptt. vx.opt- 77 ` moo . 8 " x/61. / .,1 3Aee g7se,zeLa.44.ct_, 7 7/,a4L- .,.s_t:,i.e_ 6 -46a.t.-4,, L9763 APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address CHRIS ANTONOPOULOS Registered Architect and /or Engineer CARR SMITH & ASSOCIATES Name and address of licensed contractor JALCO, INC._ 7)41 N. W Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Permit No..- _ ,Z29..$6.a21 Date 7 1/ - 7 2. . _.. - -_ Disapproved ? p Date /� I J (Signed) L '• Ct�.. -.. L0f Building Inspcc Chairman Mcrnbcr Member ...... _- •----- .--- __...... Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of $1.00 will be charged materials and /or workmanship. 102_ .. _... -._._ .. -.... .1972.. No 27 7 ... Street__.11.. .. E.101 ST. • 5)4 STREET, MIAMI, FLORIDA. INSTALL ALUMINUM FOLD —DOIN AWNINGS ON RESIDENCE. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation . Roof Covering Estimated Total cost of improvements x. .. 37.5.00 Amount of Permit $. 5.00 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to QQorge H. Harvey, C/O JALCO, INC. 7)41 N. W. 514 STREET, MIAMI FLORIDA. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance fri all contractors or sub - contrac s employed by him in the work to be performed under this permit; and will post or cause to be posted • inspection on t e site of the rk such public notice or notices as arc required by the Act. The undersigned agrees to employ only suc� actors, 4 work to performed nd this pennit, as are licensed by Miami Shores Village. J Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. PLANNING BOARD ..- DATE Member Member Member Date Disapproved Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Date Owner: enin: No. Size St le Pro . Conet. 1. 1. 81a 1/2 X 45 Catalina 2. 414 x 57 It 3. 1414 X 57 " t,. 44 x57 " 5. L1,. x 57 " 6. 1a1a. x 45 it 7. 44 x h5 n 8. 34 5/8 x 38 II 9. 44 x 45 t, 10. 62 5/8 x 57 ►t Contractor: JALCO, INC. CHRIS ANTONOPOULOS 277 N. E. 101 STREET MiIAMI SHORES, FLORIDA. 54" 54" 514" 54" 142" 42" 35" /2t► 514" Aluminum 1 ice ANGLE 35 1 x 2.5' X090 ANCHOR SEE SCHEDULE IP AWNING CLOSED AWNING OPEN TO LOCK AWNING IN STORM POSITION, REMOVE CAMEL BACK P P4 OR BOLT, RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT THRU VALANCE. 5 ,8_ Y J I/ 4' •� ' - I-M85. M. SC REW EA. SLAT . 06d EXTRUSIONS i J L^fA:aRD7L.TE STJRY LOCI •10 S.M. SCREW USE ONE FOR SPARS 6d OR GREAT7L. :.5.20R SRS SCE DUCE 1/9• 1 3/ 11• ALVMD VI: STRAP FRCJE2.'ION A E 5E - - - -- [E 7 - HEADER HINGE VALANCE SUPPORT ARM BUTTON CAMEL BACK ROLA. - ROOF SLATS 2 SMS. EA. TL ( 040 -GUSSET PLATE 4- SMS. TYPICAL PURLIN .2• ANGLES (SEE 71' 56' WING DETAIL CAMEL BACK DETAIL PURL IN DETAIL ) - Ct^!T• tv: :. S-4_.. BE LDJTEC A: 54: :4".. =PT 4." "WIGS W'• OJE_:r.-: C -'5 - nRA SE •'S- 4'1 : :T HS GREATER :.AA 5r. A_- ne.': ANC. # A: EA -5- 1I -- X 1 STRAP HINGE I X .040 0- SMS. PUR•J RS :1111! ri+Fia 9-41 .xt MAX. 9 PLAN OF AWNING ROOF SLATS , . I -•8 SM.SCREW EA SLAT STAGGERED, ALL PURLINS. -�— 5/8 SO BUTT JOINT TUBE .040 WALL USE - I?.'^aYDIATE ST`RI LOSE' • sacs F]r• .. _ l_DSF AR: PCR EMRS GFIAT,J? :dAX 60 SLAT ( EVERY 3 SLAT ) x. 040 GUSSET PLATE 4'4 SMS I /4' MOLE FOR CLOSED POSITION ADJUSTMENT HOLES -BUTTON SECTION !X - X . I' O.O.TUBE .04f WALL 7/13' TUBE .049 WALL CAMEL BACK .0130 FOLDED PL. 1 /4 FIN OR BOLT TWO ANCHORS EA. CAMEL SACK lie- 20 BOLTS 7y16' BOLT\ LACI 1' -ti. 2- 'I0S.M SCR L- I' /4 115 V2 PURLIN (SHOWING AT EA. END OF NOSE PURLIN) I /I6 7, 3 15 SLAT DETAIL VALENCE 6• SEE SCHEDULE . - — FOR THICKNESS ROOF SLATS PURLIN VALANCE SEE SCHEDULE POR THICKNESS 4LI SECTION ON 'Y .!• PJRLK 5 VL_Eh X �:�•;N=� �- - lED' E 1 PRO: IMAY •V ' _J1� Mt`^IN;'i P;�_IN S°'A7Ni W I :'1! 'rE, C35. TO ^ SE • P 1rJI0E 1 TYr1CAL S6' 76• • .04cc• I le• 1 I N9 S6' 9! I . 0•0• 16• I4 12• 7r 7r 7r 72• 8r 91 «n9- 114)•« -AK .040' .065 .065 ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5005-H34 BOLTS 2024 -T4 VALANCES 3003 -1414 ARMS 3003-1418 PURLINS 5005-N16 ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT IC. 1960. BASED ON SO. FL• BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE.FOLLOWING LABEL SMALL BE ATTACHED TO ALL AWNINGS: - JALCO INC. CERTIFIES THAT THE ALLOY AND MEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING MILS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARFBFR OR ALERT. , ANCHOR SCHEDULE CONCRETE - HOLLOW WALL 1/4 X F IM DIAMOND IM X 20 LONG 4 HAMMER DRIVE NAL WING TOGGLE SCREW OR 1,0" SUPER - ORIP.JJNOtN 103 X W LAG IE ax.,..c,O. •......o... A.. e..•• err• MC1 ..acim.r .m. .Oa WOOD NO. I4 I i2 • LG. WOOD SCREW 13 JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES et, •.w. it Avt.. • MIAMI. •LO•ID* C O N S U L T I N G E N G I N E E R• ( «.... E.6.) 44.446.K.T IPAS 64139 1 OF 1 SUNMASTER CATALINA 914 • e. AWNING CLOSED MEAD• MINN AWNING OPEN TO LOCK AMINO IN STORM POSITION, RENOWN CAMEL RACE PIN OR BOLT, KILOCATI ERNS, FOLD AWNING DOVE AND REPLACE C•NNI. BACK PIM OR BOLT TWRV VALANCE. .060' EXTRUSIONS -/B S.N. SCREW MA. SLAT /10 S.M. SCREW HEADER HINGE DETAIL ROLLED ROOF SLATS 2 -11, S.Y. SCREWS • EA. TORE 1USSNT FLATS 1444 S.W. SCREWS --TYPICAL PtR1.IR 2- ANGLE3 (SEE POPLIN DETAIL) 71" WING DETAIL 3/4 "0.D. TOON .014'WALL 2- ANCHORS LA. CAMEL BACA 2-14 srq • EA. 5/8' Sc. TITS 48" 56" .ADJUSTMENT ROLES CAMEL BACK DETAIL MEADOR ANCHORS SHALL BE 10CATND 83 SNOON. 0 . VALANCE .04 - 7/8 "0.D. TOMS .049 "TALL PU3R BUTTON CAMEL PACK .0P0" BOLDS) PL. L } "DNA. PIN CR POLT x r [ _ WIDTH — 56" I:axI11UM x-11 PLAN OF AWNING --STRAP "INGE 1':.040" S.M. SCREWS 7 ,-; /8 "50. VOW JOINT TUBE .040' .040 GUSSET HALL L PLATE 4-P4s1S - INSIDE EVERY 5rd . • 3- SLAT 5-7/16" DETAIL OF ROLLED ROOF SLAT }" ROLES FOR CLCS1D POSITION SECTION 'X -X' PURLIN OVERHEAD ..R1 7/F" X .Ji_ " NITP. 2" X T6" I 2" C 2C CCONNECTED CONNECTED - 0 O HY }" 20 JL T. ROOF SLATS /149 S.N. SCREn EA. SGT STA5GERID ALL PLRLINS , POPLIN 4 } " -20 BOLT '- PVRLIN 4 9 / SECTION 'Y -Y' ROO? SLATS PURLIN SPACING SCHEDULE FRO.ECTNNt 48 " 4 56" 56' 71 " 71 ' 0A71 COICRS3N MO II0Tt4 TO 46' _56' 46" 5 6 " 5 6" :ORDAN 103 }"s 1 } LAO SCR= oft }• SUPER OR1P OR }" 3 1 }" D.H.L. 16' 16 16' 1 4. 45' 5 16' 1L' 16' ALUMINUM ALLOY OP AWNING C0NF01*333 OR AWNING BUILDING MIT. � ROOF S LA TS 300 tl BONS 26211 PUR 5 - 54 ALL AWNIN0 SIZES SMOW1 ARE MAX. 11133* SIZES MAY BS USED. TME JALCO SUNNAST12 CATALINA AWNINGS DIM DESIGNED AND TESTED I1 ACCORDANCE WITH THE METROPOLITAN DADS COUNTY BUILDING AND ZONING DEPARTI:R POLICY FOR PLAIT PRODUCED PREFABRICATED RIGID AAI16S, CAS. OPI11 AND CANOPY SHUTTERS, DATED 003.10,1960. BASED ON 30UTS FLORIDA BUILDING CODS. AWNI10 ARMS MAY BS MU01'TED OVERHEAD 0EIN0 SAME FITTINGS AND DIWSIOIS. TIN FOLLOWING LABEL SHALL BE ATTACKED TO ALL AIRINGS, JALCO, INC. CNRTIPIMS TEAT T1N ALLOY AND REA3 TREATMENT OF ALL METAL I■ ISIS PRODUCT CONFORMS TO TKB 3130 DICATIONS CONTAI® 11 THE PLANS SUBMITTED FOR PIRMIT COVERING 1NIS INSTALLATION. THIS AW1I10 MOST BB CLOSED AND =CUM TO TM, MALL DURING A RURRICAI1 W►NMI== OR ALERT ANCHOR $CNEDUL* HOLLOM WALL ACKERMAN JOHNSON "-20 LO10 WING 3000Ls SCREW ANCHOR 1110(0 R7eE Rwl1 0 ige WTI 0•71: 3691••••••6 [0[ P"• [CMC. CONTRACTOR MMALL AM.F" MEAL M.111M10M1 •1 •T1 M( FORE •ROCII DMA .1111 •oa., 13" 15' 14' 17' 15" FILE MD. 6522 ANAL MGM TTRCIL RAM 18' 12• le u 1 • 13' 12' WOOD N0. 10 -1 *' L0. WOOD SCREW JALCO, INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH 81 ASSOCIATES 627 SW. 27 to AVE.. YI•Y1, FLORIDA C O N S U L T I N G E N G I N E E R S MM1(1 •0 I of I SUNMASTER CATALINA 56R Opening No. Size :i. 81,1/2X45 2. 44 x 57 3. 44 X 57 14. 41, X 57 5. 1414 x 57 6. 144 X 45 7. 44 x45 8. 345/8 9. 44 x 45 10. 625/8x57 Style Frei. Conat. Catalina 1.2" Aluminum n, 511" n n 5" n n 54" n n 54" 0 11 Len n " L2" 0 n 35 ":,, .. n n 142" n t! Ion n => 4 5 r Owner: CMS A NTGNOPOUTAS 277 N 101 STREET MIMI SHORES, FLORIDA. Contractor: JALCO, INC. PJR;_r 6 VL_ = nom I PRO: IM.N.I" V • 0N,s S°7a'I145 wI:TM Tc NOSE ' Ji TYPICM. 3E' 7r• lie re 56' 9! .040' 16' le l 12' 1 71 re 7r B 7r 040' . 063' 063' Ky I2 ALUMINUM ALLOT' OF AWNING COMPONENTS ROOF SLATS 5005-1134 BOLTS 2024 -T4 VALANCES 3003-1414 ARMS 3003 -H18 PURLINS 5005 -H18 ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WM1 THE METRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART' M ENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS. DATED OCT IC, 1960. BASED ON SO. FLA BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - JALCO INC. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. CONCRETE HOLLOW WALL I/4 X 1-1/11 DIAM0 C HAMMER DRIVE NAL OR I.'620 SUPER - GRIP..A7tID .N 103 X I$ LAG. , ANCHOR SCHEDULE IM' X 20 LONG 4 WING TOGGLE SCREW W000 No.14- 1 WOOD SCREW -" f . JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES SIT S.W. Kl AV[. . • MIAMI. •LOB104 C O N S U L T I N G E N Q I N E E R• ••• y - .41 AK.) e.... E.G.1 .:.G.K.T 1 MA AM As. MI a°.n..c.a. ANAL, • IN., A.. o..s.aNI AT ORS MA.o.r w.00ITmI.r VATS !°a 64139 1 OF 1 SUNMASTER CATALINA °! ANCHOR SEE SCHEDULE • • N N • I ANGLE- 35' X 2-5' X 091' 777': STJRX LOCI :or.HO• Ski: SCEEDCIE 1/9' X 3/ 4• ALCNLIXC1 3TEAP FFCJEG'ton a E -- - - 7 52'.Z_-. - HEADER 1.INGE VALANCE SU °PORT ARV BUTTON CAMEL BACK AWNING OPEN TO LOCK AWNING IN STORM POSITION, RE MODE CAMEL BACK P14 OR BOLT, RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT THRU VALANCE. AWNING CLOSED ISie_ .06f5 EXTRUSIONS = i " I-•BS. N. SCREW EA. SLAT •10 S.M. SCREW .) USE ONE FOR SPANS 6.1" OR GREAT7l. ROIL 7tOOF SLATS 2. SMS. EA. TIME 040 GUSSET PLATE 4- SMS. TYPICAL PURLIN • 2• ANGLES (SEE 71' 56' WING DETAI ADJUSTMENT MOLES •BUTTON • _ 1 0.D.TUBE -- 7 /8'TUBE .049 WALL CAMEL BACK .080 FOLDED PL. 1/4 PIN OR BOLT TWO ANCHORS EA. CAMEL BACK PURL IN DETAIL ) STRAP HINGE 1 X .040 4 - SMS. �— 5/8' SO BUTT JOINT TUBE .040 WALL \ OSE ""5.YDILTE ST RX Loco' • EACH N-040 GUSSET PLATE 4 SMS LT• .. ^. L =DEFAK FCF A'IDTES INSIDE SLAT ( EVERY 3 RO SLAT ) `Ca: + LY:,•. Y;^ 5. SE ' 1'1 A: EPT 2.141165 C -Ea7Ef ThAA SE' ++K- S. GREATEF Tt-AA 7: Sr4 nY'; 1 U.C�.DctS A: EA} Eli:. le C.C..14.LX I X I Z _O x1) a 1 y; —0 (n CAMEL BACK DETAIL = .PUR•J IS - a�.1 -._ � ; - n 1 . ; � � ,- 9 -: I. a l�c .61 .1 - 12L. MAX. 9 PLAN OF AWNING I I' I /4' N0LE FOR CLOSED POSITION - SECTION 'X — X 1 .049' WALL 71f16- BOLT I - 20 BOLTS ROOF SLATS..... 7 I. SM.SCREW EA SLAT STAGGERED, ALL PURLI SLAT DETAIL 2- • IOS.M.SCREWS L- (I /4 - XI - X 115'X(/2' PU RLIN (SHOWING CONNECTION AT EA. END OF NOSE PURLIN) Q /Is 3 16 VALENCE 6' SEE SCHEDULE — FOR THICKNESS ROOF SLATS \ PURLIN VALANCE SEE SCHEDULE FOR THICKNESS SECTION 11 AWNING CLOSED MIAMI NIKO 010 S.M. SCRIM HEADER HINGE DETAIL AWNING OPEN TO LOCI MIMING n !!011 PO3IT101, RRIOVI CA1<L SACS PIN OM BOLT, WILDCATS ARTS, POW Anna LOON AND RIPLACI CAST. BACK PIN 01 9011 TORO VALNCI. 3/4 TERN .049 �_ I 2- ANCHORS C.A. C11RL BACK 7 15 WING DETAIL 4R' SE' J OVERHEAD ..RI: 7 /F" x .J4' " WITP. 2" X 1T6" x 2" ..Ai 200 „CK i CONNECTED BY 1” - 20 Li >_!� \` SLATS ;I -y° S.F. CREA SA. \ VALANCE .040" .ADJUSTMENT MOLES •7/8 "0.D. TOMS .049 "MALL 1100? Z- CANIL PACK .GPO 501.011) PL. L } PIN OR POLY CAMEL BACK DETAIL -- ROLLID ROG? SLATS 2 -P4 S.W. SCREWS • LA. TO31 / -.040 10I5IT PLATS 11-01 5.1. SCRIMS TPICLL PURLIN 2- ANGLES (SEE PURLIN DETAIL) • NSADER AMCRORS SHALL BR LOCATED AS SROUI.- �t-" -I r • • ,- PUSH 80770E 3 -7/16" rime L j 56^ rax1Mus PLAN OF AWNING 2-04 5 P V . )/8" ` DETAIL OF ROLLED ROOF SLAT SLAT STA;GENED ALL PURLINS , PURLIN HCL13 FOR \�,, \�� ,,••. / /// POR CLC SID POSITIOR 1 SECTION 'X-X STRAF BINGE 1 4 -I8 S.N. Sc5E *S °. /R "so. ecTT JOINT TUBS r.040" 04o cosm PLAT& 4-0.01 INSIDE EVERY 3rd . SLAT i • . VALANCE PURLIN V-20 BOLT '- PURLIN ROOF SLATS r{ 9/1' SECTION 'Y -Y' CAT! 0 ATl PURLIN SPACING SCHEDULE PROJECTION PRPROJECTION ON 48 4 71 ' COWCRITS ■1075, TO 46" 56' 46 ' 56' 45' 52 ' :ORMAN 103 ex l }' LAG SCRIM OR a -20 SUPER DRIP on }^ x 1 * D. ILL. 115010 3/65Io5A5sDD Boa 16• 13• 16• 16• 14' 16• 14' 16• S ANC10R SCDOL1 1101101 NALL AC[BRYN JOHNSON • ,20 LONG 1210 T0001s S 3C1 AICBOI 1 1 luac• 15' 17" 14 15 " AL010101 ALLOT OF AWING COMPONENTS 01 AWII10 BVILDnc IIQT. 11005 SLATS 50 90113 ro24 Th VALANCES 3 - ARMS 5 1 34 ALL *111010 5I5L7 11011 ARS MAI. LESSSII 3125 MAY B S U TES JALCO SUIMAST'IR CATALINA AWNINGS URN MSS10,3100D AND TESTED IN ACCORDANCE AIT1 ERE MZTROPOLITAI DACE COUNTY BUILDING AND 201110 DSPARTMINP POLICY BAWD POR PLANT PRODOCID PREFABRICATED RI01D AAI105, CAI - OPUS AND CANOPY SHUTTERS, DATED 001.10,1960. BAD 01 SOOT! FLORIDA BUILDING COS. AWNING ARIES MAY BS WONTED OVERHEAD USING SARI FITTINGS AND DIWSIONS. TEN FOLLONIIG LABEL SMALL 9ti AITAC1ID TO ALL AWNINGS: JALCO, INC. C111TIFIIS1 TEAT T11 ALLOY AND RIAT ?RUMEN' OF ALL MITAL IN 711I3 PRODUCT C0117011113 C0117011113 TO TRI SPIC IPICATl013 CONTAI® II TIE PLANS S ER SUBMITTED FOR P1IT COVERING TEI3 INSTAL1ATI01. T1IS ANNI10 MOST B1 CLOSED AND MICURID TO T111 WALL DOMINO • HURRICAIS 411110 OR ALEN? 1100D I0. 10 -1 ;" I0. WOOD SCRIM 51711IWI AYE 11PecalS TVIWAL PAlIJI 18" 12' 17" 13' JALCO, INC 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES 627 SM. ET 1A AVE NI•Y1, FLORIDA C O N S U L T I N G E N G I N E E R S /4.1 50. ANaar 50. .r " Mn � 5 7051 •IROCAA 111 i MA. 6522 1 d I SUNMASTER CATALINA 565