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WS-10-2019Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153282 Permit Number: WS -11 -10 -2019 Scheduled Inspection Date: March 31, 2011 Inspector: Rodriguez, Jorge Owner: Job Address: 638 NE 97 Street Project: <NONE> Miami Shores, FL 33138- Contractor: MICHAEL ARIAS RESIDENTIAL CONTRACTOR CORP Building Department Comments March 30, 2011 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)606 -3635 Parcel Number 1132060171660 MAR Phone: (786)256 -5358 INSTALL FRENCH DOORS LEADING TO REAR PORCH, EXTERIOR SIDE DOOR OF GARAGE AND EXTERIOR DOOR AT KITCHEN Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 12 3);killt MUM% PERMIT APPLICATION FBC 20 JOB ADDRESS: 638 NE 97 Street City: Miami Shores Folio/Parcel #: 11- 3 2 0 6- 017 -16 6 0 County: Miami Shores Village Building Department I MAR 1 6 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 Miami Dade Permit No.W3 10 Qb1I Master Permit No. Is the Building Historically Designated: Yes NO Flood Zone: X Eon Zip: 33138 Zip: 33175 *** * * * * * * * * ** * * * * * * * * * * * * * * * * ** * ** *,ter * * ** Permit Type: BUILDING OWNERName (FeeSimpleTitleholder): Greatest Enterprises, LLC Phone#: 305- 606 -3635 Address: 1835 NE Miami Gardens Drive #232 City: North Miami Beach State: FL Zip: 33179 Tenant/Lessee Name: Phone#: Email: JosephDahan@Yahoo.com CONTRACTOR Company Name: Michael Arias Residential Contracor Corp. phone#: 7 8 6 - 2 5 6 - 5 3 5 8 Address: 14361 SW 37 Street City: Miami State: FL Qualifier Name: Michael Arias Phone#: 786 256 - 5358 State Certification or Registration #: Certificate of Competency #: Contact Phone #: 7 8 6 - 2 5 6- 53 5 8 Email Address: arimc7@aol.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2 0 0. 0 0 Square/Linear Footage of Work: 3 Linear Feet Type of Work: OAddress °Alteration °New EiRepair/Replace °Demolition Description of Work: Revision to Permit WS10 - 2019 - Add front Door Replacement COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 LMPROVEMENTS 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 reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 6 d a y of March , 2011 , by Joseph Dahan who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPROVED BY ERIC M Notary Public - State of Florida Commission #DD734368 M Commission Expires Nov 13, 2011 y (Revised 07 /10 /07XRevised 06/10/2009)(Revised 3/15/09Xrev6/4/10) Plans Examiner Structural Review Signatures Contractor The foregoing instrument was acknowledged before me this /S d a y of March , 201 , by Michael Arias who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: — — s ign: print: iVIy Commission Public - State of Florida Commission My Commission Expires Nov. 13, 2011 '1 Zoning Clerk at:d I . i • , 1 - - _ C` 1 APPROVED '± E ' , iii . • + : i i BY <. I - P.E. DATE NG DEPT LOG DEPT � /e f SUB.1FCT TO COMPL IANCE WITH ALL FEDERAL STATE AND COIN TY Iit 11 FS AND RFOU!ATIONS MIAMNDiADE COUNTY FT,Prguvim gt MAR 1 6 2Q11 BY: CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION in the materials, use, and/or manufacture of t4 product or process. Mist( of any product, for sales, advertising or any other purposes shall auto to comply with any section of this NOA shall be cause for terminatio MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 - 2901 FAX (305) 375 - 2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192th Street East Tacoma, WA 98446 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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, th 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 'Premium" 6' - 8" Ontswing Glazed Fibei glass Door w/ and w/o Sidelites. APPROVAL DOCUMENT: Drawing No. S -2581, titled "3'0 x 6'8 Glazed Premium Fiberglass Door Outswing `Non - Impact' ", sheets 1 through 9 of 9, dated 08/17/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, 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. MISSILE IMPACT RATING: None LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change OA dorsement OA. Failure ADVERTISEMENT: The NOA number preceded by the words followed by the expiration date may be displayed in advertising 1 displayed, then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the t.; '��' l ea � .., ,� � - or its distributors and shall be available for inspection at the job site at the cial. This NOA consists The submitted doc , Florida, and the NOA is C1-1 - NOA No 05- 0922.02 ExpiratLbn Date: April 27.2011 Approval Date: April 27.2006 Page 1 Trinity Glass International NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2581, Sheets 1 through 9 of 9, titled "3'0 x 6'8 Glazed Premium Fiberglass Door Outswing `Non - Impact' ", dated 08/17/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of 3'0 x 6'8 "Premium Glazed Fiberglass Door, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL -05- 0907 -1, dated 09/07/05, signed and sealed by Wendell W. Haney, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 09/15/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test Report No. ETC -05- 781 - 17122.0, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19/05, Polyurethane Foam, tested per ASTM D2843 "Self Ignition Temperature "; ASTM E84 "Flame Spread Index ", ASTM E84 "Smoke Developed Index ", signed and sealed by Joseph Labora Doldan, P.E. 2. Notice of Acceptance No. 05- 1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin approved on 03/02/06 and expiring on 03/02/11. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International, for their Trinity Lite Frame approved on 07/3/02 and expiring on 07/03/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 09/15/05, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of no financial interest, dated 07/21/05, signed by Andrew Na. G. OTHER 1. Letter from the consultant, dated November 10, 20Q5, stating that the compliance with the Florida Building Code (FBC). ,,n' �G�Jp i. Manuel P . E. Product Contr (1 ' er NOA NI +'' 22.02 Expiration Date: April27.2011 Approval Date: April 27.2006 E -1 TABLE OF CONTENTS 1 TYPICAL ELEVATION DESIGN PRESSURES & 'GENERAL NOTES 2 HORIZONTAL CROS SECTIONS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 FRAME ANCHORING 5 FRAME ANCHORING 6 FRAME ANCHORING 7 ANCHOR N G ING ► AIL 8 COMPONENTS 9 BILL OF MATERIALS & COMPONENTS DESIGN PRESSURE (PSF) C.H.S. +47.00 - 47.00 BOXED +47.00 -47.00 DESIGN PRESSURE (PSF) C.H.S. +47.00 - 47.00 BOXED +47.00 -47.00 Tr Vats& I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL 253- 875 -7300 FAX: 253 -875 -7301 3'0 X 6'8 GLAZED PREMIUM FIBERGLASS DOOR OUTSWINGNON— IMPACT " GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE Wart THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ° . 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. PRODUCT USED REQUIRED I TO BE L PROTECTED ( WITH AN NM THIS PACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND -BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. 7. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. 37.50" MAX. O.A. FRAME WIDTH 21.00" MAX. i D.LO. 0 co 0 oi 13.87 ° PANEL— WIDTH 1 6.84" MAX. D.L0. 35.81" MAX. PANEL WIDTH 4 SINGLE DOOR DESIGN PRESSURE (PSF) +47.00 ( -47.00 53.00" MAX. 0.A. FRAME WIDTH 21.00" MAX. D.L.O. WE' 0 0 SINGLE DOOR W /SIDEUTE BOXED /CONTINUOUS HEAD & SILL 0 CsI 0 L 105.00" MAX. O.A. FRAME WIDTH ---�{ 15.50 MAX. OA FRAME WIDTH 21.00 6.84 41 I D. 0. 1 IT D.L.O. 0 3 0 0 Aft iI 0 DOUBLE DOOR W /SIDELRES BOXED DESIGN PRESSURE (PSF) +47.00 I -47.00 67.50° MAX. OA — FRAME WIDTH 21.00" 6.84" D L 1 D.LO. 0 0 V v 0 SINGLE DOOR W /SIDELITES BOXED / CONTINUOUS HEAD & SILL 74.00 MAX. OA FRAME WIDTH 21.00" MAX. D.LO. 0 DOUBLE DOOR DESIGN PRESSURE (PSF) +47.00 1 —47.00 m V A z _ o o 0 pow 0 O z we 08/17/05 N. T.S. orm. ay: EW out ar: LFS URAWINO N0_ S -2581 sN¢r _L of 9 EX 0 „Al wil;; 00000 0 0 0 0 : 0 Immo 1.14 MIN. PENETRATION 1/4 MAX. SHIM SPACE TYP. .14" MIN. CTR -SINK 1 HORIZONTAL CROSS SECTION 2 OUTSWING CONFIGURATION 22 HORIZONTAL CROSS SECTION 2 OUTSWING CONFIGURATION 3 HORIZONTAL CROSS SECTION 2 OUTSWING CONFIGURATION 1.14" MIN. PENETRATION .14 MIN. CTR -SINK 1 P ®gy 0 F OAM._ A100 I We 4 0600111 0 INTERIOR EXTERIOR 0 0 000 0 ,, 0 * MEER IIII EM 1 -W o • ® A X 0 0 •o O INTERIOR Dffmns 0 0 if Dm e sir 7 : z3: • ® 0 000 Om 0 0 0 © 0 .. 0 . 0 0 1.14 MIN. f PENETRATION .14" MIN. T CTR -SINK NOTES: 0 2 44 HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION c HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 1.14" MIN. PENETRATION .14" MIN. CTR -SINK ifini 6 0 0 m o 000 0 0 0 ,, 0 m® 111 4:;11;1111111N 0 Ail 0 0 000 INTERIOR EXTERIOR 1. STRIKES FOR LATCH & DEADBOLT ATTACHED 70 ASTRAGAL WITH 10 -32 X 5/8" - 2 EACH. 2. BOTTOM AND TOP ASTRAGAL BOLTS 19 -1/2 X 0.313" DIAMETER. 3. ASTRAGAL ATTACHED WITH (10) #8 X 1° PFH DRYWALL SCREWS, (2) @ 2.5 "" (1) 0 3.5 ° , (1) 0 10.375 ", (1) @ 18.75 °, (1) ® 26.25 ", (1) @ 34.25 ", (1) 44.25 , (2) ® 77.25 ". 4. LOCK SET LOCATED 0 33.125 FROM BOTTOM OF DOOR PANEL. 5. DEADBOLT LOCATED 0 .38.625" FROM BOTTOM OF DOOR PANEL 6. HINGES (3) LOCATED 0 8.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER 1 :2 A z Eirg n 2 5 0 zz DAVE: 8/ 7/05 Se N. T.S. DWG. BY EW cwc er: LFS DFAY NO NO., S -2581 sw 2 o 9 1.14 MIN. PENETRATION .14" MIN. CTR -SINK 0 0 CD 1Irr� m 000 m O INTERIOR ° ®le O 0, ny °�� .� � iill�t�) G tt 11 1 0 1 ATI 00 ®00 0 EXTERIOR Q HORIZONTAL CROSS SECTION 3 OUTSWING CONFIGURATION EXTERIOR CD HORIZONTAL CROSS SECTION OUTSWING CONFIGURATION 1.14" MIN. PENETRATION 0.25 MAX. SHIM SPACE TYP. .14" MIN. CTR -SINK _MEMO INTERIOR 88 VERTICAL CROSS SECTION 3 OUTSWING CONFIGURATION nsimag INTERIOR 0 3 9 VERTICAL CROSS SECTION OUTSWING CONFIGURATION 0 1 O 0 z cn z 0 rn DATE: 8/17/05 SCALE. N.T.S. DWG. BY EW Mk ar: LFS W. NG tms S -2581 sorer 3 OF 9 0 a 2X BUCK D00R FRAME MASONRY OPENING P , w • 6 6 saceINN r • ODOR FRAME ANCHORING DESIGN PRESSURE t 47.00 PSF is g o U z 0 2X BUCK DOOR FRAME MASONRY OPENING • ay. i SEE DETAIL 7 SEE DETAIL 2 6" 6 ° 6 6 6 ° D00R FRAME ANCHORING DESIGN PRESSURE t 47.00 PSF Aoprerata i F {,a RIsItthe f ZRr d9Z2°/YL al 6 O a 0 z t o z 0 N L.1 DAM: 8/ 7/05 SCAM N.T.S. OWL tr: EW mac e.: LFS MOM NO, S -2581 SHEET 4 OF 9 I — 1 1 TYP. HEAD & JAMBS INTEGRAL MULLION 28 TYP. SILL 1 — I 2 2X BUCK DOOR FRAME MASONRY OPENING DOOR FRAME ANCHORING (CHS) DESIGN PRESSURE ± 47.00 PSF 2X BUCK DOOR FRAME MASONRY OPENING MULLION 6" COMBINATION --'� � — 3" DOOR FRAME ANCHORING MOM) DESIGN PRESSURE ± 47.00 PSF pzed the Dahl an- 3 g m .�m m zz Dare: 8/ 7/05 S< LE. N . T.S. mm. Err: EW aec. er. LFS DRAWING !D< S -2581 SHEE 5 ovy9 Y 1 6 2X BUCK DOOR FRAME MASONRY OPENING 7 y 6 3 TYPE. HEAD & JAMBS COMBINATION 1 MULLION 11 f 3" DOOR FRAME ANCHORING 1BOXED) DESIGN PRESSURE ± 47.00 PSF 2X BUCK DOOR FRAME MASONRY OPENING 6 • TYP. HEAD & JAMBS INTEGRAL MULLION • DOOR FRAME ANCHORING (OHS) DESIGN PRESSURE ± 47.00 PSF Approval ese mplyTagrfhthe FTar}dz -- 4 ..� NOM )- 1CriS•Yy'N•Y Wzad 1 0 0 a Fa a z h 2 (9 V p3 %z WM h O O 6 0 0 z z 0 DAM 8/ 7/05 s"u°• N.T.S. WG. BY: EW Cie(. Br: LFS MAIMING NO.: S -2581 s¢cr 6 OF 9 .316" -°- 1.907" 1 1-•— 15 LOCK STILE O N .115 CD I IT HINGE STILE 14 EDGE .765" N co 0) T - 45 SIDELITE STILE SUPPORTER 1.220 HINGE STILE SUPPORTER 46 SIDELITE RAIL 4.560 I ID 0 O O 16 LOCK STILE EDGE m 111 Ti 1.562" 1 11 TOP RAIL 1.220 L ta- N I .286" 7 ° BOl i0 to O 99 SILL KEY KIT DETAIL N to 2.390" r 1 0 0 u) 17 LOCK BLOCK �-- 2.010 ° --►{ 4.560 2.435" —.1 O O Q 5 O U7 N 0 0 N 4.563" O OUT -SWING THRESHOLD 4.563" h 0 MULUON O O 1.983 - 1I 00 0 J 3.500 8 AMB GUARD 4 83" 1 00 0 .9 0 00 0 0 18 HINGE 0 0 O Z z 0 u tu> . 8/ 7/05 sr• OW. BY: EW e) K. BY: LFS PRAM Noe S -2581 � a 9 2X BUCK MASONRY OPENING • I l 1 11 1 11 • , 7 SEE DETAIL 1 COMBINATION 1 MULLION 11 1 11 1 =ELITE FRAME 6" 3" 6" 3" 6" 6° 6" H6" DOOR FRAME ANCHORING DESIGN PRESSURE t 47.00 PSF U ^o HOT MELT ADHESIVE HOT MELT ADHESIVE 0.5 GLASS BITE 0.5" GLASS BITE GLAZING DETAIL (S10EUTE) GLAZING DETAIL (DOOR) SELF THREADING SCREW SPACED AT 8.87" 0.C. 1.0" MIN. GLASS THK. Ahprovc'ss mondyYi MO dm Dab • L' j i • • NOM( 01:1r ?4' f•Y B / /... o: 0 t/8" S TEMPERED GLAS AIR SPACE 1 /8" TEMPERED GLASS SWIGGLE SILL ( TRUSEAL) HOT MELT GLAZING COMPOUND SELF THREADING SCREW SPACED AT 8.50" 0.C. 1.0" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS SWIGGLE SILL (TRUSEAL) HOT MELT GLAZING COMPOUND d 8 a m 0 z 0 in wae 8/ 7/05 SCALE N.T.S. CAw+. BY: EW OK En: LFS MONNO MX, S -2581 sHEEr 7 or 9 Documents Prepared By, O CONSULTANTS. INC. P.O. Box 230 Vcirloa FL 33595 Phone Nq.3 813.659.9197 Florida Board of Professional Enginsere Certificate Of AuN N 13 Q. /SO4 Lyndon F Schmidt P.E. No. 43409 ITEM DESCRIPTION MATERIAL 37 UTE FRAME PC/ASA 1 FIBERGLASS SKIN 0.079 MIN. THICKNESS FIBERGLASS 38 ASTRAGAL SCREW #8 X 1" PFHWS STEEL 2 SIDELITE JAMB FINGER - JOINT PINE WOOD 39 #9 x 2 -1/4" PFHWS STEE 3 HINGE JAMB - FINGER -JOINT PINE WOOD 40 ASTRAGAL ALUM 4 HEAD JAMB FINGER -JOINT PINE WOOD 41 1" INSULATED GLASS - 1/8" TEMPERED - AIR - 1/8" TEMPERED GLASS 5 OUT -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM. /COMP. 42 NOT USED - 6 LATCH JAMB FINGER -JOINT PINE WOOD 43 OUTSWING SIDEUTE SPACER PVC 7 MULLION WOOD 44 BEAD 1/4" ROUND WOOL 8 110 X 2.0 PFHWS STEEL 45 LVL SIDEUTE STILE ' POPLAR g PVC /LVL /COMPOSITE BOTTOM RAIL PVC /LVL 46 LVL SIDEUTE RAIL POPLAR 10 DOOR PANEL CORE FOAMED IN PLACE POLYURETHANE 47 #8 X 2 -1/2" PFH WS Situ 11 PVC /LVL/COMPOSITE TOP RAIL PVC /LVL 48 MASONRY CONC. 12 WEATHER -STRIP QEBD650 Q -LON FOAM 49 SCREW PLUG PC/ASA PRODUCT: 3'0 X 6'8 GLAZED PREMRIM FIBERGLASS DOOR OUTSMHG NON- IMPACT" PART OR ASSEMBLY; BILL OF MATERIALS & COMPONENTS 13 LVL HINGE STILE SUPPORTER POPLAR 50 BOLT RETAINER TOP / BOTTOM PVC 14 COMPOSITE HINGE STILE EDGE PVC 51 SLIDE BOLT ROD STEEL 15 LVL LOCK STILE SUPPORTER POPLAR 16 COMPOSITE LOCK STILE EDGE PVC _ 0 / f o ® I ° 1I '_ / 0 17 LVL LOCK BLOCK POPLAR 0 18 3.983" X 4.0" HINGE MIN 0.098° THICK SIttL n 19 SILL KEY PC/ASA N I N 20 JAMB GUARD STEEL pop �9 21 KWIKSET LATCH GRADE 11 SILO_ ` 1.750° 1.750" f-- ALUMINUM ASTRAGAL ASSEMBLY ALUMINUM ASTRAGAL 22 KWIKSET DEADBOLT GRADE 11 STEEL w- ,y SNOISIA3N I I 23 STRIKE PLATE @ LATCH Slttl 23A STRIKE PLATE @ HEAD STEEL 40 BY ENDURA PRODUCTS O BY ENDURA PRODUCTS 19.750 238 STRIKE PLATE ®SILL STEEL 24 HINGE TO JAMB SCREW #9 X 5/8" PFHWS (3 REQUIRED EACH HINGE) STEEL I 25 HINGE TO BUCK SCREW #9 X 2 -1/4 PFHWS (1 REQUIRED EACH HINGE) SIELL "I I 0.313" BOLT ROD 26 27 HINGE TO DOOR SCREW #9 X 1.0" PFHWS (4 REQUIRED EACH HINGE) UTE FRAME SCREW #8 X 1 - 1/2 ° SELF THREADING STEEL STEEL 51 SLIDE 28 3/16" x 2 -3/4 TAPCON STEEL T� f 29 #10 -32 X 5/8" MACHINE SCREW STEEL , "I F� 0.500" BOLT RETAINER 30 NOT USED - s] co 00" 50 TOP / BOTTOM 31 NOT USED - 32 NOT USED - h . 714 W7 Ruse _lZ�1 �l NO _ il"-�,>i%LG,rrIr/ / . � BY /1..., : /, i c 8/ 7/05 33 JAMB /SILL 70 BUCK SCREW X10 X 2.5" PFHWS STEEL • 650 ° 's N.T.S. 34 2X BUCK WOOD DWG. SY: Eyy am BY LFS 35 LATEX CAULK LATEX WEATHER- STRIPPING 12 NOA g S-2581 36 MAX. 1/4 SHIM WOOD sar 9 OF 9 qi smv1- BUILDING PERMIT APPLICATION FBC 20 JosephDahan @Yahoo.com JOB ADDRESS: 638 NE 97 Street City: • Miami Shores Folio /Parcel #: 11- 3206 - 017 -1660 Is the Building Historically Designated: Yes Michael Arias State Certification or Registration #: County: Contact Phone #: 7 8 6- 2 5 6 - 5 3 5 8 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 1, 5 0 0 . 0 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Type of Work: DAddress DA Iteration ONew Miami Dade Permit No. Master Permit No. Phone #: Certificate of Competency #: arimc7 @aol.com Phone #: w5to - 20 t Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Greatest Enterprises, LLC Phone #: 305 - 606 - 3635 Address: 1835 NE Miami Gardens Drive #232 City: • North Miami Beach State: FL Zip: 33179 Tenant/Lessee Name: Phone #: Email: Zip: 33138 NO I Flood Zone: X CONTRACTOR: Company Name: Michael Arias Residential Contracor Corp. Phone #: 786- 256 -5358 Address:. 14361 SW 37 Street City: Miami Qualifier Name: State: FL Zip: 3 317 5 786 - 256 -5358 Square/Linear Footage of Work: 18 Linear Feet fa Repair/Replace DDemolition Description of Work: Install French doors leading to rear porch (South side) , Install exterior door at kitchen (South Side) Replace existing exterior door (West side) of Garage.© COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: **************......xx xxxxxxxxxx * * *.*F YsYiasYde*$ eaYi° aYx° 4*ae**** s4sa**'Ftiaa"+stis49a******** yy�� Submittal Fee $ 0.03 Permit Fee $ f5/ e ' CCF $ CO /CC $ Scanning Fee $ Radon Fee 5 DBPR $ Bond $ Notary $ Training /Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ( 02 10 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: 1 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: .4s 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 reinspection fee will he charged. Signature �-- �� Signatures Sign: Print: My Commission Expires: APPROVED BY Owner or Agent The foregoing instrument was acknowledged before me this /2 - day of November, 2010 , by Joseph Dahan who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Public - State of Florida 368 Commission My Commission Expires Nov.13, 2011 (Revised 07/10/07X Revised 06/10/2009)( Revised 3/151119)1 rev6/d110 ) ///0 Plans Examiner Structural Review Sign: Contractor The foregoing instrument was acknowledged before me this /Z day of November , 2010 , by Michael Arias who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ELMAN Notary Public - State of Florida Print: My Commis on Myrgornisslon Expires Nov.13, 2011 Zoning Clerk Q Mixt pea - Garage Garage 11111•011 11171.• aiNI MOO -h O LL N `6, S44 1.4 \ Dining Area SOU l 1010 F LDG DEPT "' If f 1 O COMPLIANCE WITH ALL FEDERAL Jr‘, 1 Y Rill FS AND f7FOUI ATIONS I� ■ DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 15. 20 Tributary Area So Ft) 45 50 10 15 20 Tributary Area (Sa Ft) 40 45 50 25 3 35 25 30 35 0 - ft 50. 49.2 -48.3 -07.6 07.1 46.6 X782 46.8 •6 0 -15 ft 2 59.8 58.0 56.7 55.6 - 5 - 53.8 -53.1 52.5 +46. +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 + +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +423 +41.9 +41.6 -49.8 - 49.0 - 48.3 - 47.7 - 47.3 -46.8 -48.5 - 462 -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 16 ft +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 +42.9 +42.6 +42.2 16 ft +47.1 +45.9 +45.0 +44,3 +43,7 +43.3 +42.9 +42.5 +422 18 ft 524 +48.3 51.1 +47.0 50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 ` +43.6 - 47.3 +43.2 18 ft - 84.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 58.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 53.5 -52.2 -51.3 -50.6 -50.0 -49.5 -49.1 -48,7' -48.4 -68.1 -83.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 20 ft +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +44.2 20ft ' + 49 . 4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 - 67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 22 ft +50.4 +49.0 +48.1 +47.4 +48.8 +48.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +47.4 +46.8 +48.3 +45.8 +45.4 +45.1 -55.6 54.3 -53.3 52.8 520 -51.5 -51.0 -50.6 - 50.3 58.7 -66.0 -64.1 - 826 - 81.4 -80.3 -59.4 -58.7 -58.0 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +48.7 +46.3 +45.9 24 ft +51.3 +49,9 +49,0 +482 +47.6 +47.1 +46.7 +48.3 +45.9 56.6 -552 -54.2 -53.5 -529 -523 -51.9 -51.5 -51.1 -69.8 -67.1 55.1 -63.6 -62.4 - 81.4 -60.4 -59.6 -58.9 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 -57.5 56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -70.9 -68.2 -66.2 -64.6 -63.4 -82,3' -61.4 -60.6 -59.9 ft +53.0 +51.6 +50.8 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +482 +47.8 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 ft -72.0 +53.8 -69.2 +52.3 - 67.1 +51.3 -65.6 +50.6 -84.3 +492 -63.2 +49.4 -82.3 +48.9 - 61.5 +48.5 -60.7 +48.1 ft -59.1 +54.5 -57.7 +53.1 -58.7 +52.0 -55.9 +51.3 -55.2 +50.6 54.7 +50.1 -54.2 +49.8 -53.8 +49.2 -53.4 +48.8 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -65.2 +50.6 -64:1 +50.1 -63.1 +49,6 -62.3 +49.2 -61.6 +48.8 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 - 71.0 -68.9 -67.3 -66.0 54.9 -64.0 •83.1 -62.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49,4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50,7 +502 +49.8 +49.4 -60.6 -59.1 -58.1 57.3 -56.6 -56.1 -55.6 -55.1 54.8 -74.8 -71.9 - 69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 38 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 -61.3 59.8 58.7 57.9 57.3 56.7 56.2 55,8 55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -68.5 -65.5 -64.6 -83.8 ft +58.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.8 - 62.0 -60.5 59.4 58.6 57.9 57.3 56.8 56.4 56.0 -76.5 -73.5 - 71.3 -69.7 -68.3 - 672 -662 - 85.3 -64.5 ft +57.1 +55.6 +54.5 +53.7 +530 +525 +52.0 "+51.5 +51.1: ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 -62.6 -61.1 -80.0 592 58.5 57,9 57 57 5 -77.3 -74.2 -72.1 -70.4 •89.0 - 67.9 58.9 56.0 55.2 42 ft +577 +58.2 +55.1 +54.3 +53.6 +53.0 +525 +52.1 +51.7 42 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +525 +521 +51.7 -632 -61.7 -60.6 59.7 59.1 58.5 - 58.0 57.5 -57.1 -78.0 -75.0 -72.8 -71.1 -69.7 - 88.5 - 87.5 - 86.6 -65.8 44 ft +58.3 +58.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.8 +522 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +528 +522 48 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 59.6 +54.6 59.0 +54.0 -58,5 +53.5 -58.1 " +53.1 -57.7 +52.7 - ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +527 -64.4 - 628 - 61.7 -60.8 -60.1 - 59.6 -59.0 -58.6 -58.2 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 588 -67.9 -67.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 84.9 -63.4 -62.2 -61.4 -60.7 - 60.1 59.5 59.1 58.7- -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 - 69.4 -88.5 -67.6 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 ft +59.9 +58.3 +572 +56.3 +55.8 +55.0 +54.5 +54.0 +53.6 -65.5 -63.9 -62.8 -61.9 -612 -60.6 - 80.0 59.6 59.2 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -682 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft 60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 - 66.0 - 84.4 -63.3 -824 51.7 -81.0 - 60.5 -60.1 59.6 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 - 69.6 -88.7 54 ft +60.8 +592 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 ft +80.8 +59.2 +58.1 +57.2 +66.5 +55.9 +55.4 +54.9 +54.5 - 86.5 54.9 -63.7 52.9 -82.1 -61.5 -61.0 -80.5 -60.1 -821 -78.9 -76.8 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 58 ft +81.3 +59.7 +58.5 +57.7 +56.9 +58.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 BD ft -67.5 +62.2 -65.8 +80.6 54.7 +59.4 - 83.8 +58..5 -63.0 +57.8 -62,4 +57.1 -61.9 +58.8 -61.4 +56.1 -81.0 +55.7 60 ft - 83.3 +82.2 -80.0 +80.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 11/08/2010 - 3:53pm DawnS 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES 1 Z z 8 r 'o F: \03 Elements \10 Loading103 Calculator8\ASCE 7 05\_FLB - ASCE 7 Pressure Charts (0 CL TSB REMARKS ANT ISSUE REVISE FOR 07FBC DRWN CHKD FLB FLB DATE 04/19108 02/23108 TNS SOM E NTISTIEPROPERNOFFRANCLBENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE C R PART WITHOUT WRRIEN cornea T OF FRANC L BENNARD3, PE ALTERA110N3 ADDISON%HIGHUSUIN CROTHEi MARI9NGSTOTFW DOCUMENTARE NOT PERMITTED MCD INVALIDATE =CERTIFICATION. I EXTERIOR ZONE 5 PRESSURES I 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONSTHAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES.' REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE' OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT H / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY -THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE :3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I - 1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR " Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES ENGINEERING 7 .... EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OFAUTH 49885 1 MRH= O -60'I BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT 041 (11CCO) f40,0111,10F Oa. WW15101 • • NOTICE_ OF 4CCEFr C0A - - Puma oyes:align 9040 Feder Road West Palm Rough, FL 33411 agmtliumg cotAiwe WASH* hililitP f4U1141/143 140 WS T 1?,14Mit414 6744,E11T, 01,11710 10) WW1, KORIP,4,33130410, (301)370q9111 MX pp 3,54 S9ngi This NQA i Wood under the applicablo rige.6 and reguletions governing the use of conststiotion matorials, The d000montotloo atibmittoci hey bum mime(' b MmtDd Counly Product Control Division god do lioard IMO 41111Ws (R. ; ) t be 4 41O0 114 Mlomi 1440 CooPW 013d 91110P ors where album. y the Authority *Wog .14054104M (Alt!) This WA Shall nOt 1 29 solid Of1Or ItO gpiEntilp dato 040 helm The 1 4190 , Pu4 9 COUP44 PR&P1 (ID Miumi Pad RAW) and* the 44 011 VIP CON ;h0 MmI 1400 ComIX) tOPPRO i Illtuu this liztduet MOO& VOW for quality ossorom MVO* R this PE91 qr 0 34001 1 its to Plawilmi the ac extoRM 1h ManghgtIggr WU *Ur OW WNW Of Righ tg§tiqg IWO th9 41V MOy 11119101046 woke, moilify, or qiimed thp usp of such who or materiel within theiritgildigtion nORA Enspigs tlio to woke this ancnonne, if it is detetlnined Mistni.,Onde County Produet control DivisiOn that WO StfldliSt skt melody,' foils 19 Moot op rcomnionq 9Le appligiblp building godut This produet is approved ea described herein, sad has been designed tu ountply with 14 HO WeloRitY MORN &op of thy Florida Fluildlog CO49. RESPIPTION; 0,050P Aluminum Storm VOWS Shutter APPROVAL DO .*T; Drawing Ng. 06437, titled " 0.050" Aluminum Storm Panel", shoots 1 through 4 e of 4, prepared by Thornton Tomasotti, dated RePembor 06, 2004, last revision #0 dated December 06, 2006, signed end sealed by V. J. Xneeevich, P.E., bearing the Miami,Dade County Product Control Revision stamp with the Notice of Acceptance number and e*pir•tion date by the ismi.Dade County Product Control Division, MISSILIZ lAwAtef RATING; Large and Small Mane Impact LARRLINO; Rah panel shall bear a paallanot label with the natmufacturer's note or logo, city, state and the following statemont: "Miami-Dade County Product Control Approved", unless otherwise noted horning RENEWAL Odds NOA aka be moldered after a minimal application has boon filed and there his Wen no Amp in the applicable building code negatively affecting the performance of this produet. TRRNINATION of this NOA will occur after thc expiration date c)r Valero has been a revision or change in the meterials, use, and/or maaufasture of the product or process. Iviisuse of this NOA as an endorsement of any produat, for sales, advertising or any other purposes shall ;automatically terminate this NQA. Failure to eutunlY with any section of this NOA Shall be ease for termination and removal of NOA. Aiwuniumarfri Th NOA number preceded by the words Miami-Dade County, Florida, and followed the Witigrg date MR be displayed in advertising litemPnv, Ratty portion of the NOA is digiligfud. than be done in its entiFelw. INSPECTION; A ill Otitis entire NO* shall be provided tp the nor by the 11401111fuuttitnr or Its diSniblit9S1 and shall be available for intiPOUtiOn at the .lob site at the mquest uf the Unilding ioJ This MA ravlson •S renews /MA 0 01-4410,10 an� qPasista af this pap l aidenne tot witted peps 1471 4 44 as woll as approval doeument motioned airs* The stihmittAd dookitnentation me reviewed by He m.4. Mattr: PlEt! WhIg ISQ4 Ip, 061011 PfRiretioll 49N; 411P1190 WIN 1. EVIDENCE sum/wry UNDER PREVIOUS APPROVAL, 0 014410.10 A. DRAWINGS J. Drawing No. 00-408, Wiwi "0.050" Alatniivam Storm Panel", primed by Knosevich Aswat, In a. signed am d sealed by V, Knonvieh, P.R„ dated Mardi 30, 2001, Ian revision #2 date44 s$ 13, 2001, shoots 1 thramgh 4 IVA Tea wag an: 1) Unifonm Static Ai" SMARM tat 4o porP4 2024* 2) law 4l Impact Tot. For PA 201.94, and 4) CW19 Loading Wind Pressure Tost, pot PA 20344 f aluminum storm panels, prepared by Consirmetion Tooting Carilatvtion, Room N. 01-005, dated 0212412$ '1, 400 end Peakid by Chriskiphor 1)esan, CALMATIONS 1. Cowman ant:sis and anchor calodation. atiod 0, WO" Alugainum 414 Rom klanok, 444 March 3 2001, pages 1 through 31 and anehar auintifitatmes appen dix. propare4 by 1Cionvieth d Associatos km, sip& sewed by KJ Knonvich, eQuiParagivg anqbisiT, dated My M 2001, 3pq, pmParrei 01410P1914 gad A s s o c i a t e s I n c „ s i g n o r i and soaled EJ litionvich, D. MATERIAL CERTIFICATIONS 1. kali Cortifiod Inspoctian Invoice #167143 dated 0.8118483for Ahaninian Allay 50524132 hy COMISpimealth Aluminum Coraliod Tonsiie Test Report No. en #0296G, issued by Corafied Testing laboratories dated 0383/01 for 4lunzlnwn WI* CTC.01,005, signed and soaled by Ramesh Patel, P,E, 2. NEW EVIDENCE SUBMITTED A, DRAWINGS 1. Drawing No. 04437, titled 0,050” Ahnnimuni Storm Panel", shoots 1 through 4 qf 4, propared by Thornton Rumania, dated Decombor 04, 200g, Iasi revision #0 dated Doeember Ott 2004, signed and soalod by V .1. Knosevich IL TESTS 1. Now C. l ALCULATWNS 1, lievised Anchor Caloulotion$ mm, details fa, A, " Aluminum &m eI, dated Becembep OS, 2006, Paps 1 thrallith 1J V 1 J, PrOar by Tharntarl signed and ogled by F. J linagevick, B. QUALITY ASSURANCE 1, fiy ItikunirDade Calmly Building Cede Compliance L MATERIAL CERTIFICATIONS 1. None, Nom. a a y s,ae Ppadust Coptvol gaamilar lt•lRe 4441,06 Papirlitlfie natal 0811 018011 Approval RIM 0113141007 ; 11141111 AFORIEVaffill. ® IMINSEIYANIa. SOWS - Sr .8. V CON tcV 14 44,6244 44 41, .4444,44, . 42,4 ViEfileiRe ACESOLVAINODF StkEESISMIG ISOMS MIS MOSIFY YAM , ISTVAIAMSESSAMBEASSESSASMOIMSAAS SESSIVIVASS!SOM. RAITAIRMI. MAE MAYAPANEL IDREASAMASAV SEAMS AV AISSUAMED VA/SWAM CAVAANG SISSEAISSAMMLAYANIAMIESIESSMAMEAr A SIVATVERAWAMEM, AMA VAASALASSIAMIE lAVIIIMECIP SIZETEMANCE VRIMIZOIVONINGLIDIVISIONMOR , IEfIGHIZELANOW VIIEMORMASUILDRIEMBEIESCOVVIM EMS lairMEMENT. 2. NOMISIEEASEPON61.LOWABLESTRESES SAS BEM 'MED 1214EZIESIGN0f 441CDUCTAMIDUNOREI TIVSZCITIR rot1.4.4515 WASVSED*4012 IMO SCREW =SIGN. a. MTERIVINEMIEWISITIVEHEIMMOASS MOUSE ANCEMPIEBERIONIBIG ivessicansaawrs DVACECONSIZEitalffEl THE MAMMA CM teSDIMESNAIS WINDVIIONITY. t.FORAMDILEDSOMILIMATIONSIN ACCERDANSIE WPM AWE 7-4Z tAURECIIMMEFRIFACWittOP169-elOSSIVEDILL ISE USER intesEatemaavemanaauasacas anE mem atia soma' WM= *114:1RMTIEIN WORMITEeSPECEPIC glEPRIUMMON412F WES SEUTTER StISSINEM. S. $1:10431M-URNdERPSUMALtIZMUMMEAS SHWA. COMPUr WOW CHAPTER ZIPLTHE'FI.CRICAMINVONSIMMEMCDE. EaliffORMILZECUONSMEE5 MIRE SOMME SD SE APPLIED SY AMGEN= ASIMARISSIVISTINIIESAVEMSFEMASS MAMA ITHE 1611E'. 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NB t 7' 777(7 • a ya :1 ,4 72 °71GRE V 1"7""71 fic alatta MOOMMEAM mum inaz mama sew= lessztzie. ....... r.. 2 -'91 6' 2001 E5.9a.661®1'€00.R93ER2 206012 :4706 ra-112 22223 2.2631. 20204 xe=a42 4126016 441109 2.4. 120200 2202 a 4462 3! .1200302 wi.S+97. 1 $4013 2202 22512 2272 '! 202226 4.202 2022 2422 24P16 2222 .t Fri. 2.4254 i$il 2222 24216 2222 ..77618 axan 24/96 .2202 24116 44315 24162 62616 eZ 2402 `': 11 26 244 '404 N. 2021022221262621061001222210012001200214021220222 20401 422! 206 2260 -'sai _ a 2 -2 929• -2 'F9 99.40 2 -2 MIAMI•QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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 "100" Outswing Aluminum Patio Doors W/ Sidelites -N.I. APPROVAL DOCUMENT: Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Faroe Corporation, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 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 renews NOA # 01- 0724.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 1051, dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. (Submitted under NOA# 01- 0724.11) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 5042, dated 10/10/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, Dated 07/19/06 signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. E -1 I F Jaime D. Gascon, ' .E. Chie , Product Control Division NOA No 06- 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01,2007 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBM11 G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Jaime D. Gascon, P.1;. Chief, Product Control Division NOA No 06- 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 SERIES -100 ALUMINUM SWING DOOR 19/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LUTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 6 r DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 8° MAX. 12' MAX. 11P. 1 I I, I I W 11 28' -- D.L OPG. 34 11/18° LEAF WIDTH 71 3/4 FRAME WIDTH /- SURFACE APPUED i FALSE MUNTINS MAY BE USED 12' DOOR SIDEUTE GLAZING DETAI.I S 181 FRAME WIDTH EXTRA ANCHORS REGD. W/ SiDEUTES ONLY 50 1/2 D.L OPG. TYPICAL ELFVATION ( XXOX ) 1t,ItU UNIT 34 11/18' LEAF WIDTH 37 1/2 FRAME WIDTH Engr. OR. HUMAYOUN FAR000 sTRUCTURES RA C.A.N. PE 16337 DEC 0 5 2006 18' 1 8 1 � I q I 1 N s r drawing no. W98 -58 (sheet 1 of 6 STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT. /IN. 1/4" TEMP. GLASS EXT. ( +) INT. ( -) WT. ( -) 2/6 67.3 109.9 91.3 2/8 67.3 99.9 3 8/8 67.3 91_8 - 67.3 3/0 84.5 76.1 2/6 67.3 78.5 88.9 2/8 67.3 73.3 81.5 2/10 67.3 104.7 76.7 3/0 67.3 95.1 : , 7/0 67.3 87.2 67.3 _ 80.5 55.8 71.3 2/10 87.3 74.8 I II 3/0 _. 87.3 - 69.8 N 53 n a 3 S 67.3 78.4 87.3 71.8 8/0 66.2 66.2 61.8 61.8 58.2 58.2 55.4 55.4 DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. 3/16" TEMP. GLASS PANEL WIDTH F7./15. DOOR HEIGHT A./IN. EXT. + ( ) WT. ( -) 2/6 37 -1/2 67.3 91.3 2/8 59 -3/4" 67.0 85.6 2/10 6/8 83.0 80.6 3/0 59.5 76.1 2/6 67.3 88.9 2/8 63.8 81.5 2/10 7/0 60.0 76.7 3/0 58.7 72.4 2/6 59.5 76.1 2/8 55.8 71.3 2/10 8/0 52.5 67.1 3/0 49.6 53.4 NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLHE OPG. 2/8 (x) 31 -1/2" 28- 11/18" 20 3/0 (X) 37 -1/2 34- 11/16" 28 5/0 (XX) 59 -3/4" 28- 11/18 20 8/0 (XX) 71 -3/4" 34- 11/18" 28 NOMINAL HEIGHT I FRAME HEIGHT I LEAF HEIGHT DAYLITE OPG. 8/8 79 -3/4 77 -3/8" 69 -3/8" 7/0 83 -3/4" 71-3/8" 73 -3/8" 8/0 95 -3/4" 93 -3/8" 85 -3/8" CHART A (FOR X & XX DOORS) HEIGHTS: WIDTHS: FRAME WIDTH ( X ) FRAME WIDTH / / / / CHART R W1 (0 ( ) W2 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM Et 300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 W SIDELRE WIDTH DOOR WIDTH ( 0X0 ) A WI EXTERIOR NOTE: QUALIFY SIDELITE OR STATIONARY PANELS WITH CHART B QUALIFY DOORS WITH CHART A W2 WI W2 ( XXOX ) W1 W2 WIDTH (W) W1 + W2 (FOR DOORS WRH SI0ELHES) 2 ss °XX) XXO 01 1 ITIL C•i SIDELITE WIDTH DOOR WIDTH (0) W1 W2 / z a1 Z O g O 6 OR e1 po �aaQp g O W C 3 47 2 W stEgE c 8 0 $B ffi 6 � S I L L drawing no. -5 (sheet W98 2 o f 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING O .4 W g o 0 IBY WOOD BUCK N ig s 0 #12 X 1 -1/4" SMS 0 24 O.C. TYP. ©© m I , � a e a NON METAWC GROUT TYPICAL ANCHORS 3 KSI MIN. ELEV. FOR SPACING [0_ 0 ,U ., 1,. NON METAWC GROUT 3 KSI MIN. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 17 OPERABLE UNITB STATIONARY UNITS ' " IN TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING celkINrIERICS— is TAPCONS 2BY WOOD CK OR WOOD = RE TYPICAL ANCHORS, SEE ELEV. FOR SPACING )E 0 6 200b w MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARA NOA —16 RO �1 l TYPICAL ANCHORS\ SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY •14 SMS OR SELF DRIWNG $CREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 - T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. Eny: DR. YUN mow FIA. PE ! 16557 CAN. 3576 T '_ � " L'7 8 6 08 u n� b v� 8 �J drawing no. W98 -58 (sheet 3of I ._ r , IT_ 0 11 _ 0 _,..,. ..d. 1/4• MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL UC 65 I/- MAX. SHIM SPACE D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING • • IBY_ WOOD BUCK l/4' MAX. SHIM SPACE FRAME WIDTH EXTERIOR L. D.L OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR O.L OPG. LEAF WIDTH FRAME WIDTH n M D.L OPG. Eng : DR. HUMAYOUN FAR000 STRUCTURES FLA. PE i 16557 CAN. T35 8 .1 E1-: 0 5 200E OPG_ , m SS $ n 2 drawing no. W98 -58 (sheet 4of 6 ITEM # PART # REQD. DESCRIPTION MATERIALS/REMARKS 1 SW -28899 3/DOOR FRAME HEAD /JAMB 6063 -08 2 SW -28900 2 /LEAF DOOR TOP/BOTTOM RAIL 6081 -06 3 SW -28904 AS REDO. WEATNERSTRIP ADAPTER 6083 -T6 4 SW -28898 1 /DOOR THRESHOLD 6063 -06 S 6 _... SW -28902 AS REOD. SIDE UTE GLAZING BEAD 6083 -06 SW -28896 1 /LEAF HINGE STILE 6063 -06 -. 7 SW -28901 1 /LEAF LOCK STILE 6063 -06 8 SW -28897 AS RECD. _ 1 /CORNER SN0.1TE JAMB 6083 -06 9 SW -28903 ASSEMBLY STIFFENER 6063 -06 10 11 12 SW -29244 3 /LEAF HINGE DOOR PORTION 6063 -45 SW -29245 - 3 /LEAF HINGE FRAME PORTION 6063 -T5 2 /LEAF 3/8' X 16 X 32" LONG THREADED R00 STEEL 13 - 2 /LEAF 3/8' X 18 NUT - 14 _ 15 16 - 1/HINGE 5/16" X 8' ROD PLATED STEEL - 8 /LEAF 1/4" SETTING BLOCK NYLON PW -100 AS REOO. GLAZING WEDGE VINYL 17 PW -101 AS READ. BULB WEATHERSTRIPPING VINYL 18 PH-8400 AS 4600. PILE WEATHERSTRIPPING SCHLEGEL 19 SILICONE PLUS - SILICONE DOW CORNING OR BRAN. 20 5025 AS RE0D. FLUSH BOLTS DELTA IND. OR EQUAL 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 #8X1' PHPS 4/ CORNER ASSEMBLY SCREWS FRAME HEAD CORNERS 23 $6X2 -1/2' PHPS 3/ CORNER ASSEMBLY SCREWS FRAME SILL CORNERS f TaF 2.125 Ik•- 2.015 FRAME HEAD /JAMB .082 TYP, - 1.594 -.383 L- 1. 4.000 -.078 TYP. 8" RA- WEATHERSTRIP ADAPTER TOP /BOTTOM RAIL .078 TYP. 2.177— 1.375 u u 400 g .062 TYP. -�I 1 4.000 TOP /BOTTOM RAIL r-4.827-1 .718 —IIII ,625 1.371 I� SIDE LITE GLAZING BEAD HINGE STILE 2.093 1 7- - 062 TYP. 1.658 I � 4� --- - -- 4.155 SIDE UTE JAMB 2.281 x.078 M. LOCK STILE 2.70 f _3 4.687 -- E-2.12 S .125 HINGE .695 1 .250 .844 1.547 ASSEMBLY STIFFENER LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 53° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 43° FROM BOTTOM CONCEALED THROW BOLTS AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE MANUALLY OPERATED SLIDE BAR 3/4° X 1/4° X 12° LONG AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2 LONG WITH 5/16 PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 7° FROM TOP & BOTTOM AND ONE AT MIDSPAN Inn DR. HUMAYOU N FAR000 STRUCTU FIA PE i 18557 CAN. 3538 EEC. 0 5 7205 litODUCT RENEW= s ddhli" die !M� Asseptasts O Evian Shiba • • c In j drawing no. W98 -58 (sheet 5 o 6 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engn DR. HUMYOUN M000 STRUCTURES FLA PE ) CAN. 3936 P1100110' szravam asseerpltheldhillennill By1QgQIr d18 'S'TC9f1 Z d o O e psaa L 1' i ; . mo t ffi g 2 3' 50 'Z 1 , EOLIO .�4 A 2 s 8 1. col ig2 8 8 m 1 , I fs 1 drawing no. W98 -58 (sheet 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 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 revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1 603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildin2code NOA No. 08 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) 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) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and - - I . y R. ' • esh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 DESIGN PRESSURE 811010 -11182 II8 MEMO MEM IS NEEDED Mr owLNT(HL0,8Z0XS) W/M) wen -liew sOi1FS +5.67pet-70psi =ME DOOR 02, ) WAD AT T GEM +57 . f -57 f st JELD1VEN® Steel 8'0'WOODEDOEOPAQUESTEEL OU7SW/NO MPACTDOOR MIS WITH&W/MOUTSDELI7ES COFECURARON. GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA EWLDITG CODE AND HIGH VELOCOY HURRICANE ZONE `Hair REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, 161ST BE ANCHORED PROPERLY TO TRANSFER LOWS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION Old. ANCHOR EMBEDMENT 10 BASE MATERLU. SHALL BE BEYOND WALL MESSRS OR STUCCO 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RAT/WIS. 5. PIS PRODUCT la126 THE WATER REQUIREMENTS FOR FMIY ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE ML4MI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MUUB -DARE APPROVED IMPACT RESISTANT SHLRFERS ARE REQUIRED FOR SiDEUTE£ 8. 4DELiIES ARE AN OPTION AND CAN BE IISED IN A SINGLE OR DOUBLE TIES DENTIAL_OISUTATED STEEL D00R (Can= taco frame mnclito wt COMPONENT CONSTRUCTIONS: Eggrubleis 24 ga. (0.020 minimum thickness, Gabodzed Steel A -525 reminds/ quality - per ASIM 620 with menage minimum yield strength Fy(an.)°24,600 pM. Coie dlt tot Expanded polystyrene with 1.0 to 1.25 8s./cf denoAy, by JEID -WEN, INC. Poor Ponel Constmction; The active and inactive panels are constructed from 24GA. (0. 020• min.) galvanized steel. The face sheet tops and bottoms are bent SU aver the top and bottom mils. The top LW. rail measures 1.8r wide x 1.042' high. The steel bottom rat Is roll fanned 0.021' galvanized steal measuring 7.67' wide x 1.21' high. The sides of the face sheet are rail famed onto the IX latch stile and Ponderosa F"ae hinge stile which measure 1.67' x 1.0' The tnts,Iar cavity Is fated with pop:Ayrene. The face mete are glued 10 the pdystyrene. Find trte Cmrel: The Bash le constructed from 2401 (0.020' man.) gaNmdzed aged. The edges of the face sheet are bed OUP over the tie core and glued to IL The sideiite panels arc routed to receive the 0DL Up LRe Frames or the optleral Trinity Light Frames. (See sheet 7 for gozing details.) The ate frames are sealed a/ OSD glazing cornea:1W on the Merlon Entotsagaltartfam The frames are constructed Iran Ponderosa Pine jambs measuring 125' who x 4. 5825' deep. The door and eldeSte head Jambs me mortised and butt joined to the side jambs and ate with (3) 18GA. x Or crown rile staples. The unite use a stw5tard burgh face Pemba threshold measuring 4.041' deep x 1.0' high. The thresield is attached to the forme with (3) 1664. 2' x 7/16' crown afro staples. Silt / 1 2 3 4 0 6 7 8 UAW COMPONENTS TABIEOFIX7NTENTB DEIPTION CET 9tL NOTES AND TYPTQ1l. EEEM1fl0VS VER1TGL CROSS SECTIONS AND BILL OF MATERIALS HORIZOMAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATE NO DEEMS Aft LOCATIONS AND DETAILS GLAZING DETAILS 81.25' MAX. OA FRAYS HEIGHT 81.25' MAX OA FRAME HEIGHT .875" TM 0.625" .875' TYP. 0625' F 80° MAX OA PANEL HEIGHT B' MAX. OA PANU HEIGHT 74.5 MAX. 0A FRAME WIDTH - .125' 36' MAX. 0.4. PANEL WIDTH INACTIVE ACTIVE v C v 36925 NAIL OA PANEL WIDTH W /ASTRAGAL 37.75"41X. OA r . FRAME WIDTH MAX OA 6' PANEL e v 1 Bpi CIF OUTSWINC IMPACT UNIT (Lt) SISEILEMLISENS TABLE 1: DQU3LF OUI5WING IMPACT UNIT Call 1 220 FROM EXT 80 81.25" MAX 0A FRAME HEIGHT 0.75 80• MAX OA PANEL. HEIGHT 81.25' WAX 0A FRAME HEIGHT 80' MAX. 0A PANEL HEIGHT 0.625 75' TYP PRODUCTREVISED ,ems; Sy:ag �v!',L IFS Rtaide L•r 41 ,. i : N toy ! A C7 v MEI 0.75' J 0.625' 70.25 MAX. 0A FRAME WIDIN .75' MULL BAR TtP. .875' 36" MAX 0A TYP. r PANEL WIDTH U El 107' LIAR OA FRAME WIDTH .125 .75' MULL 38.825' MAX OA BAR T1P. P WIDTH 36' MAX OA W /ASTRAG41 PANEL WIDTH Do Mc R4xda P. E W 1535 Sawa Wed. Sae C25 Roddy*. Rodda 32053 teva oren. 15.5' MAX 0A SWUM FRAME WIDTH l4' MAIL 0A PANEL WIDTH 8' MAX. 0A D.L.O. WIDTH 61125' MAX. 0A D.LO. HEIGHT 8 f s 0 9 -11 MOLE OUI5WI140 IMPACT le.l G ,Nk LI' ",i.. 7771# 1:('L. 2AI2:41; 15.5' M4X. OA SIDEUTE FRAME WIDTH 14' MAX OA PANS. WIDTH 6' MAX 0A D.LO. WIDTH 61125' MAX OA DLO. HEIGHT etas F OUTSYANG IMPACT LINT mom) W/ NON- IMPACT $ID WWED FROM 4RFRIIY Prepared By: -./Irm Phone: 321 40 -1788 Fax: 321- 690 -1789 hi; DATE. 1 8 m -0 5 SeaL N.T.S. Dora BY: Ai CM BY: S. SAFFELL 0252022 5 - 2104 seazr 1 or 8 1.50" MIN. 0.25" EMa MAX. SHIM 81.25" MA 0.A. FRAME HEIGHT 1.34" MIN. EMS. EE DETAIL 7 ON SHEET 5 SEE NOTE 9 ON SHT. CONCRETE/ MASONRY BY OTHERS 1.75" .50" MI MIN. MST. ED4178LClSS SECTION animwou, HIGH 80.0" MAX 0.A. PANEL HEIGHT .625" CONCRETE/ MASONRY BY OTHERS 0.25" MAX. SHIM 81.25" MAX. O.A. FRAME HEIGHT 1.25" MIN. EMB. 1.50" a alWgif it prir Wa'A ON SHEET 5 EE DETAIL 7_./" (I) SEE NOTE 3 ON SHT. 4 •• SEE NOTE 8 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 1.75" MIN. PANEL mc 0.125" MIN. GLASS THK. SEE GLAZING DETAILS. SHEET 7 CONCRETE/ MASONRY BY OTHERS .75 .50" MI MIN. EDGE DIST. re VERTICAL CR SS SECTION ■gi AT SIDELITE SICH SEE NOTE 3 ON 4 80.0" MAX 0.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS IfT#7,1 Eva NEM 111311 1.7115:7 11111.a PINE AMID1WW7. DAE 1 1/1 httaPt:7711111MMEll 11911/11EMIL.a. u.APIVet .■!,Z LATCH SP Ira lEjlEVOraki T a. 1 11: 4 1%.7' .4- ilk 1 : 1 2=1.11.11.111111.111/2_ , MM,W1 WMIEIZEIMMIllirai1U111571.11,1 MTh CO iaa • 1, 11111. 1111111=1 /;&. MEM= ■!1!: 1300 HINGE S17LE 0.020 IN. RNGER PETA45ER0S4 PINE • 10 .1" • FFPWE LATCH JAMS F7NO JOINTED PONDMOSA PI • IMIMIZZET4 PFK W000 Eraffie MV TAPCON MOOR W AMY fill US • 4 t O, 1121 m WOOD SCREW warnxrEdu W11 WT11 Q.1-1EMIMIL • r • ! iL 17.allY 1 x IVA 0.25 ItAX TH MGM x 2 10 x 1 PFH WOOD wfm; CAA. ETV 4T,TA IEEE MEPAREENWIEWEVAEraill 1INET MI NEI przy . /MI 11;■"71 I 1111111MM! WW1. ECIE-arsLIPI-illERITillECRAMM■11511.111MMEir tr•AF.15-3i1ESLAIr 0.020 M miriom 1dt wiA171:=17;7;' 11E11' UJi- ITP■ 1E7E 'I): 'N.AFTY1 ICINGLI,DALIAtiff iHr "Fa OA Ilt-501111 ZNIIILTALtitrealQ0D1111111111111■11•111111 HEAD, SILL T5 r=: r JOINTED - . - enit., 11111B71117 WY 173 111 Lr7EY2 INSULATED 3 3"/1P GMSS C-7&77117=311111111111111 RCM I lin AtzziA' -fa a .J.Bnilmf t- irj -R WAI rir!.1/f2P11-710 1.50 N. EMBEDMENT Mii551.11 Mai - ETA DOOR LA L 0 j& 117 PRODUCT REVISED consitfirz orrIlins RIM& AN. !;:. 42S Aigio .== "' • - Ede & agl Mettle P. E Nes 41323 PrO, LLD 1533 Cogard Mot. Salt4 C23 oaktst4ps, Florida 32253 MI &Mob d hattortudlos I. MSS Prepared By: r rAW R I W W P7C, 110 Phone: 321-690-1788 Pax 321-590-1789 PRODUCT REVISED as complying with the Florida Building Cada A�eplm1�NoO •••.,oy steer _2_ o' 8 1.75 MIN PANEL THK x 0 IZO T CR OSS S CTION N QEDSLI ASTRAGAL TO STILE ATTACHMENT NOTE ITEM 24 Not SHOWN THIS VIEW FOR CURRY. ASTRAGAL THROW BOLDS (2) TOTAL; (1 EACH) 0.31' OIA x 9.e LG. AT TOP & BOTTOM �IllllI 111111 1 ! gam ` � PRODUCT REVISED ea complying whim Merida White Gado Acavd.aocsNo S' O [..q�L..•uni. • :Ic1[4 PA n;brc Bivi�:oa Pregred 8 1' CONCRETE/ MASONRY BY OTHERS PR, !LC Phony 321 - 690 -1788 Fax 321- 890 -1789 ours 9-11 -01 SMUG Km OWL x JwJ aoc en S. SWELL MUM ea., 9-2104 a62r avQ ,�ii# �ii / i ii / // 11111 ;/00 AIIIII 1.75 MIN PANEL THK x 0 IZO T CR OSS S CTION N QEDSLI ASTRAGAL TO STILE ATTACHMENT NOTE ITEM 24 Not SHOWN THIS VIEW FOR CURRY. ASTRAGAL THROW BOLDS (2) TOTAL; (1 EACH) 0.31' OIA x 9.e LG. AT TOP & BOTTOM �IllllI 111111 1 ! gam ` � PRODUCT REVISED ea complying whim Merida White Gado Acavd.aocsNo S' O [..q�L..•uni. • :Ic1[4 PA n;brc Bivi�:oa Pregred 8 1' CONCRETE/ MASONRY BY OTHERS PR, !LC Phony 321 - 690 -1788 Fax 321- 890 -1789 ours 9-11 -01 SMUG Km OWL x JwJ aoc en S. SWELL MUM ea., 9-2104 a62r avQ Q SEE NOTE 4 ON SHL 4 _SEE (LAZING DETAILS, SHEET 7 SEE NOTE 8 ON SHT. 4 NOTES, 1. SPACING FOR ITEM 126 THE f 10 x r PFH SINEWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE 0008 IS AS FOLLOWS: FROM TIFF TOP DOWN & THE BOTTOM UP; 1.0, 25, 4.0, 5.5, 13.0; 18.0' & 26.0'. 2. SPACING FOR REM 123 THE f8 x 1 1/2' PIASCW 1S AS FOLLOWS TOP a:_ 60TIOM. Ii A20MALY- CIWEI i1F PA I 10' 1H FROM EACH CORNER. pm THE SIDES: VERTICALLY. FOR THE SWEDE PANELS• 30" 110; 260, 39.0; 52.0' & 610'. 1 SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NA6. ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND REM 19 THE 16G4. X 1' MW TRIM NAIL ATTACHING THE MUU ON CAP TD THE MULLION LIAR VERTMa1LLY, IS AS FOLLOWS JOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND 125' 9i FROM EACH CORNER 51114 (1) NAIL 11113-SPANL QN THE SIDES TICAL ', BOTH 3/8' QUARTER ROUND & MULLION CAP); 1.25' FROM EACH END & SIC MORE EQUALLY SP�AC�EE OK THE is ,. 4. WHEY ATTACHING THE STRIKE PLATE TO TIE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PRI WOOD SCREW. MEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SDEUTE JAMB AT THE MULLION USE REM 124, 1118 x 2 PFH WOOD SCREW. 5. SPA CING FOR ITEM I25 THE 18 x 2 1/2' PM WOOD SCOWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS 1011m15: B.O" FROM EACH VERTICAL CORNER MTH (4) MORE SCREWS EQUALLY SPACED ON THE FREID, 6. THE SDELIF PANEL IS SECURED NM THE SDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER FOUNDS SECURED WITH REM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND 811111 USE REM 127, A 110 Jr 2' PEN SCREW. WHEY ATTACHING THE HINGE TO THE J31/9 AND SEEM JAMB AT THE MILLION USE REM 114, A 110 x 1 3/4" PEN WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PASTS() SCREW (TRUTY UTEFRAME) IS AS FOLLOWS: $j ELITE UTERINE FROM THE TOP DOWN MOLLY; 3.25, 18.0625, 32.8125, 47.5825' & 62.825' PRIDF IDFFRAMF TOR & BOTTOM. FROM THE LEFT' ONE (1) SCREW AT 4.4375'. 9. ALTERNATE 00141 NRY REWARDS =HORS OF EQUIVALENT PERFORMANCE CHNECTERISTICS CAN BE USED UPON OF 1FE ARCHITECT OR ENGINEER OF RECORD FOR ME PROJECT OF INSTALLATION. 10. USE ITEM 151 TAO INSTALLING INTO 500D SUBSTRATE AT HEAD & JAMBS. ILSE REM 125 WHOL INSTALLING INFO MULLIONS. USE ITEM 118 WHIN INSTALL9G INTO C IE /MSONRY SUBSTRATE AT SMITE SILLS. 0.75' HORIZONTAL, CROSS SECTION At SIDE'LCTE TO LATCH JAMB BY OROS 1.75' MIN. PANEL THK SEE NOTE 5 ON SO. 4 SEE DETAIL 5 ON SHEET 5 ® AT SI0 LATE' TO HINGt .14M9 SEE NOTE .3 ON SIT. 4 SEE NOTE 2 ON SIT. 4 SEE NOTE 6 ON SIT. 4 SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHOW 0.125' MIN. GLASS DR HORIZONTAL CROSS SECTION AT SMITE TO BUCK EXTERIOR INTERIOR SEE NOTE 7 ON SHE 4 SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SIT. 4 0.75' SEE GLAZING DETAILS, SHEET 7 PPACUCTREVISED cur_ iyiag with dm Florida :..ado Ac-:�•:aa r$i L.^ is '•}Tale it Product Control D:rtaat: Proposed 8y.. PHA 3111 90 - 1788 Fat: 321- 690 -1789 PRODUCT REVISED es complying with Ore Florida Budding Coda Acceptance No Exptholon Q ► hi: OATS 9 -11-01 s ols: MTS. O W►. tin JWU atx. am S. SAFFELL. DRAMS NO.. S-2104 strer 'IPA- 81.25 WlE OA FRAME HEIGHT 5 SPACES 0 13.85' -14.4 -r • SEE DETAIL 3 ON THIS 911. QOURLF DOOR WRNOUT SIDEIIIES ANCHOR LOCATIONS VIEWED FROM INTERIOR 74.5' MAX. OA FRAME WIDTH SEE DETAIL 2 l ON T1I5 SHE. • 111 / 1 5.50' I 36.625' 1 9' TYP. 6' Tr. — 111 DEENL 2 - 0 I AD JNAB 0028. 3 - 0 1HRESHOL0 ASTRAGAL STIR !RATE ASTRAGAL STRIKE RATE 2 .5' 11 m. SEE OEM 5 X ONTMSSHI 1:Y I 12.125. HINGES 10 JAMB & DOOR STRIKE PLATES ASTRAGAL 7025' MAX OA FRAME WIDTH L[6MF DOOR WTDI swans ANCHOR LOCATIONS ZEIELLEQUinn MIi 6•1 Division SEE NOTE 10 \ ON SHEEP 4 Era Nielson Raids P. E. I. ♦t. 23 1 � NNS a.mele a ddlodlASe I. ON/S1 SEE DETAIL 4 ON THIS SHE. 2D�crR V1SED ad cs a ryinG e ao7i c; n�a ..::csNo' .F &W O _ �aw r. t•. L �i0ti6t4 ..n, .15' AIN. C -919. • ,\ DEI9L2 CO1NTER B( FOR INSIAUA1PON ANCHORS Florida Prepred PRODUCT Building Ws umaim' as complying Acooplanca No •• _�.. Expiration Ivliann -;. Product Carnal Division RTC LLC Rona 321 -690 -1788 Foe 321 -890 -1789 ornm, 9- 1-0 emur, NJS. arm. en JWJ Dm. en S SAFFELL aaNiNN NW 5-2104 aver _ m L 4.5' 7YP. 3' TYP. 3. —I 1-- 6' 1W. 81.25' OA. FRAME liBONT alba 5 5 SPACES 0 13.85' 3' IYP.- 1 -- 3' 1W. I-- 107' MAX 0A FRAME WIDTH 9' TYP. 8' TIP. 3 IYP. ` 7' TYP. • a... SEE DETAIL 2 ON SHEET 5 18.41' TYP. 111 1- II IYP. SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 SHEET 5 11 SEE DETAIL 3 ON SHEET 5 pOUBLE DOOR KITH S!DELffES ANCHOR 1OCATTCN MEWED FROM INTERIOR 13.41' TYP. O IYP. 3' TYP. ri F-7' IYP' L 7.375' 3 ' 31' 041 6 8 SPACES 0 11.54' 81.25' SEE DETAIL 9 ►WL , SHEET 5 OA -1--y I FRAME HEIGHT 5 1 1 r 3' —1 J88.58 77YYPP TYP. 71U Ede al 16? Florida P. E. No. 41323 1a0 Celeeellnla Suite OW Imtildbpii F1ariLa spa NIIC arafeal. at Aoaaamw N0. MU SEE DETAIL 4 7.375' / OH SHEET 5 31' 31' t 1 .010_.111! BY lAista Miston SIMILE ODOR tYRHOIIT SIIFI A?6 IOR LOCATE ME6 D FROM INTERIOR mim PRCD'7:"FP. USED corolyS ?i:'.1ith WO Florida pc<c;xm f : ' IB. Pawed fly LLC .121-130-1788 Fax 321 -890 -1789 PRODUCT REVISED es complying with the Florida Acceptance No Dine � BY Division Product Conrad It BBB 9-11 -01 ALT.S. .fah Ai catc. s SAFFELL OMENS NOa S-2104 Darr cP.11_ RAMC 0ETALL ODL LITE FRAME SINGLE PANE 1/8' TEMPERED CLASS POLYCOM PP5530 C13 LANG 0E - TRINITY UTE FRAME r INSULATED TEMPERED GLASS LUPOY EU -5007 x1 25' 1EMP. GLASS 0.125' TEMP. GLASS EXTERIOR INTERIOR SEE NOTE 8 ON SNL 4 0.50' MLAL a 125' TEMP. 0.250• NR GLASS MK. CUSS SPACE { { � lafP .25'x.50' GLASS GLASS i RC PT 811E STEEL SPACER TW 1/2' INSULATED TEMPERED GLASS LUPOY EU -5007 Edo P v, em r tmc a.s®aw u wmdseee to xxce PRODUCT REVISED +b canmly.eg •.vtththe Flottdn ticilr'na Codo kaa, -taacv No tr: 0 S. BY Miami Dimon Prepared lk PIA Phmtx 321- 0-1788 Fat 321 - 60-1759 �9in goff S D Merida Inildinit Cede_ Expiration Date � Ft«uxtc Division MB 9 -11-01 N:T3 wto I tt ,Ate t9x. sn S. SAFFELL MENG No.: S -2104 smear 0 — 121 1_11_ _a 2 22QU2MILM 4G4 (0.0211 STEEL I-- 1.645 -I 0.831' - r t 1.75' ASTRAGAL HAS IWO 0.3125' DIA. x 9' LONG BOLTS: 1 ON TOP. 1 ON Barrou 1.02 CA AMMO (IAMAT) 6083-T6 ALMN 1.6r —1 @ MGR JOINTED PONDEROSA PINE WOOD O GOMPRE9M014 VEATHERSRTIP SCHLEGEL 0-LON ODS 650 N 0 1.25' QAMACALUK.ELUE \.:j (WOW 0.125 STEEL) 11.875" OBOLLAITALIBLE LW. DM. VARIES WITH c ...) / - HARDWARE USED IDILLQCLINA Z () Z FINGER JOINTED PONDEROSA PINE 1.00' 0.48' 1.74' 0.67' 1.38' @DooR LATCH STINE RAZ swa O 122"22811.W. 0.87' �58' 4.00' 1 --[ 000 LLA 7 IE7 E2 ORILEZEZAZ S7EEL 1.042' -11.013" -1 1.375" 1-i-4 EZ:= C. MUWON CAP .)PNE (81.25° LO,VG) pRoaricTREVISM -os .vroplyiag with the Month r _ usuw.: Code Avzta2co No — riC-DC ..11b7 4.5825' 0.75' 0.50' *maw PINGO? JONTED PONDEROSA PINE 2.19" 0.125' 1.75. 262' • fr; 11 Division LJ L_ 0 0 0 0 01J97' 1- 4.000' —1 HAGIN STEEL Bun' HINGE 4' x 4' x MK. STEEL 0.58' 1 -*-- 4.041' --..I CLIML1211129821WEEMJIMMQ k EXTRUDED ALUMINUM - BY Pan WITH WOOD WERT Flortdon. No. •1323 1535 Castod Wm C25 Rooldod0o, Flodaa 32005 010010do 0,01o0s0.0 NO. 20035 1.00' Premed PA PIV, U.0 Phonc 321-680-1788 Fox 311-650-1789 n PROD:T cod. REVI_7. es complying with the Florida Acceptanoo Noe 6 Expiration Ala By PludnCianitt01 MOB 9-11-01 SCA& kn. OW. YR jsm anc. et S. SWELL IMAM NO.: S-2104 SHEE -A_ OF