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WS-13-224Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185241 Permit Number: WS -2 -13 -224 Scheduled Inspection Date: February 19, 2013 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Kelly House Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: CC DOOR CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360010160 -10 Phone: (754)234 -7543 Building Department Comments REPLACE 2 ND FLOOR WEST EXIST DOOR AND FRAME. Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 15, 2013 For Inspections please call: (305)762 -4949 Page 19 of 32 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 B IDIN�os PERMIT APPLICATION FEB&3 FBC 20 VI Permit No. ' \ !�� Master Permit No ., . 33I'�� y Permit Type: BUILDING) ROOFING JOB ADDRESS: K'l°_ I I y f 1 oo 6 e I ( 3cr) 'E ;. i Cl. Ave City: Miami Shores County: Miami Dade Zip: 33 ( Ga f Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): (.3C1 C f y ( r5 / Phone#:3 ©5--6459- 947/0 Address: 13 0 ® fly lei el 4v,. City: OA i q 6M [ S 't S state: f 1 0 ry Zip: 33 (�o Tenant/Lessee Name: Phone. Email: CONTRACTOR: Company Name: (_., C. ()eve' Phone #: 7 t ?3L ` 75 Address: 5-3 6-0 L-St 5 * k ie tei -ham City: €7t is a e° State: Per 1: d9. Zip: 933 / Qualifier Name: (_ Ii r 1 -5 e y Phone#: --? E1--- _ 11_.3 State Certification or Registration #: Certificate of Competency #: e)6 , a5 f / IA Contact Phone*: .7 �ii g3 J 76-93 Email Address: 4defea t' �C©pien:1 _591- v 6e% 6'./ DESIGNER: Architect/Engineer: Mail h LC / *no 1t✓S k; 41 i f hone#: 9 5-1-/ — c1% 1-65-06 s Value of Work for this Permit: $ 3 53. q 0J Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration UNew c Repair/Replace ❑Demolition Description of Work: Pe ()tette iii Fte'v Vile 6 f E x i f toe tr pod �i�'e✓il � Color thru tile: ********* ***** * * *** *** *** *** * * * *ap*+x***F ********** a****** ***** ************* ** ** *yea ** Submittal Fee $ 50 . 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 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 properly is subject to attachment. Also, a certified copy of the recorded notke 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 approv charged. and a reinspection fee will be charge Signature Signature d Owner or Agent Contractor The foregoing instrument was acknowledged before meA this � The foregoing instrument was ackno ledged befor me this day ofii . y , 20 �� , by C � la.k cU , day of , 20M by +--� a'Z t J i-,t rte. who is pert ^.,fli1y, kuou ., . , me or who has produced who is personally known to me or who has produced i" t ' As identification and who did take an oath. NOTARY PUBLIC: as identification and who did take an oath. �\0 %111 II11110/ � NOTARY PUBLIC: `��.`` dp��, i�� D ....... I = °6 ': w Sign: 1 Sign: _ s�, Print: a Print: =-;._ ; " ..o d o emu. •:a1. r vex. My Comm i • x My Commission Expires: S. di •:?'• 4' y•• �'.�� y .... a�,���t`. ��i G ....... /1/4 41111111110 ************ ********* ******** *********** * ** ***+x********** ******+x**************** *+ x*****+x*+s+x**** * ***** ******* APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF PERMIT NO. UVs- H -' STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 11111111111111111111 1111111111111111111111111 C:FN 2013R011.06392 OR 8k 28481 Ps 20191 (1Ps FIRST INSPECTION RECORDED 02/08 /2013 12 :19:33 HARVEY RUVIN9 CLERK OF COURT I'IIAI'II -DARE COUNTY FLORIDA LAST PAGE TAX FOLIO NO. 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 f property and street / address: r�r��� �� (� 1 1(y Fi0G5 �' (► 3 co &' E _a 14 /4-w !°I t rw1 2. De ptio of improve ent{ r ��,� 'Replan: gnat, FeI ©c r tive -st ,�7LT+ 600 rr q� Q 3. Owner) name and addres* P �." `��;rt°S rt 1.J1/�r �e r / (I '`T� 0 �E 'd A v� ocat 4 r f F e3r t 33 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: toile .may MOM/. EffiZiinElallitigitTL 5. Surety: (Payment •ond require owner from contractor, if any) Name and Address: �' Amount of bond $ 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: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provid in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencem different date is specified) Signature of Owner d original filet fn this office FL- WITNESS hand and MARV? RUVIN, C 1 �L fr%ial al. Print Owner's Name Q (rAti ear 11 -. Prepared by Swom to and subscribed before me this day of•N ° , 20 1 Notary Public: Print Notary's Name: My commission expire Address: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Quality Engineered Products, Co., Inc. 4506 Quality Lane Tampa, FL 33622 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.miamidade.gov/buildingcode 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 16 ga Outswing Double Flush Steel Doors- Impact APPROVAL DOCUMENT: Drawing titled "8' -0" X 8'0" Double/Single Flush Door (outswing) ", sheets 1 through 9 of 9, dated 10/01/2010, prepared by manufacturer, signed and sealed by David M. Schonacher, 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: Large and Small Missile Impact Resistant Limitation: 1. Doors are 16 ga (.063" thk. Min.) w/ Tensile yield strength of min. 46.5 ksi. 2. Doors w/ Pemko 2001AV threshold (item 5A) are not rated for water infiltration. 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 consists of this page, evidence sheet E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No 10-0629.03 Expiration Date: October 13, 2015 Approval Date: October 13, 2010 Page 1 0 EXCEPTIONS TAKEN 0 MAKE CORRECTIONS I NOTED 0 REVISE AND RESUBMIT D REJECTED Review is only for general conformance with the design! concept of the project and general compliance with the_ information given in the contract documents. Any action; shown is subject to the requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job sitet . fabrication processes and techniques of construction!! c ordFnation of wo k with t, : _ of all other trades and the ctory peg an�ot�fi�rk. E IA Quality Engineered Products, Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing titled "8' -0" X 8'0" Double /Single Flush Door (outswing) ", sheets 1 through 9 of 9, dated 10/01/2010, signed and sealed by David M. Schonacher, 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. 3) Water Resistance Test per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC and TAS 202 -94 Along with marked -up drawings and installation diagram of double Outswing Flush Steel Doors, prepared by Certified Testing Lab Inc., Test Report No. CTLA- 1998W, dated 04/07/10, signed and sealed by Ramesh Patel, P. E. C. CALCULATIONS 1. Anchor verification calculations, dated 09/21/2010, prepared by The Avanti Group, Inc., signed and sealed by David M. Schonacher, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile test report prepared by prepared by Certified Testing Lab Inc., Test Report No. CTLA- 1998W, tested per ASTM E8/A370, dated 08/19/10 signed and sealed by Ramesh Patel, P. E. 2. Notice of Acceptance No. 06 -0823.09 issued to Dow Corning for "Fold Form Insulation ", expiring on 05/31/2012. 3. Underwriter test report file # R3576 (Proj #09NK13240) dated Nov 16, 2009 for Surface Burning Characteristics for Fiberglass Batts & Blanket per ANSI/UL -723 & ASTME -84, issued to Ownes Corning, Toledo, OH. F. STATEMENTS 1. Statesman letter of conformance to FBC 2007 and "No financial interest ", dated 09/21/10, signed and sealed by David M. Schonacher, P. E. 2. Statement letter of compliance, as a part of the above referenced test report, issued by Certified Testing Lab., Inc. G. OTHER 1. None E -1 1 (74.,1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10- 0629.03 Expiration Date: October 13, 2015 Approval Date: October 13, 2010 INSTALLATION NOTES 1. ONE (1) ANCHOR IS REQUIRED'AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.. 4. FOR INSTALLATION INTO WOOD FRAMING USE 1/2 INCH DIAMETER WOOD LAG SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. WOOD IAG SCREWS TO BE USED IN 3/4 INCH EMT PIPE SLEEVE. 5. FOR INSTALLATION THROUGH 1x BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/8 INCH DIAMETER DYNABOLT SLEEVE ANCHOR BY ITW /REDHEAD OF SUFFICIENT LENGTH TO ACHIEVE 1 7/8 INCH MINIMUM EMBEDMENT. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE I5 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1(OR GREATER). GENERAL NOTES: 1. QUALITY ENGINEERED PRODUCTS 8' -0" x 8' -O" DOUBLE /SINGLE FLUSH DOOR (OUTSWING) THE PRODUCT SHOWN HEREIN I5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC( w/ 2009 SUPPLEMENTS, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201- 94/TAS 202 -94 (STRUCTURAL ONLY)/TAS 203 -94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE /MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 3. (2) 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON -HVHZ. ONE TIME APPROVAL IS REQUIRED FROM MIAMI -DADE COUNTY. 5. THIS PRODUCT IS LARGE AND SMALL MISSILE IMPACT RESISTANT APPROVED. IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: 16 GA. OR 14 GA. STEEL DESIGN PRESSURE RATING SHEET WHERE WATER FILTRATION REQUIREMENT I5 NEEDED (HAGER 434V THRESHOLD) WHERE WATER FILTRATION REQUIREMENT I5 NOT NEEDED (PEMKO 2001AV THRESHOLD) POSITIVE "80.0 PSF "80.0 PSF NEGATIVE -80.0 PSF -80.0 P5F emeopbttgu lI3FIOII Pod I�[ I�t tiM Eye G NOM Mum) naiad Y TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION NOTES, GENERAL NOTES, 6 BILL OF MATERIALS 2 - ELEVATIONS 3 - INTERNAL ELEVATIONS 6 DETAILS 4 - VERTICAL SECTIONS 5 - HORIZONTAL SECTIONS 6 - ANCHOR LOCATIONS 7 - ANCHOR LOCATIONS 6 - DETAILS 9 - DETAILS BILL OF MATERIALS MARK QUANTITY DESCRIPTION 1 1 16 GA. (.063 ") MIN. (14 GA. MAX) STEEL HOLLOW METAL FRAME 2 1 OR 2 16 GA. (.063 ") MIN. (14 GA. MAX) STEEL HOLLOW METAL DOORS Fy MIN. = 46,500 PSI 3 8 HAGER HINGES BB1279 4-1/2" x 4-1/2" x .134" THICK 4 10 1/2" DIA. DYNABOLT TW /REDHEAD SLEEVE ANCHOR (3/8" DIA.BOLT) X4 -1/2" SLEEVE ANCHOR W/ 3/4" DIA. WELDED PIPE SLEEVE W! 1 -7 /8" MIN. EMBEDMENT & 3" MIN. EDGE DISTANCE 4A 10 1 -3/4" x 5-3/4" x 12" T- ANCHORS (SEE SHEET 7) 4B 10 1/2" x 5-1/2" WOOD LAG SCREWS (2 -1/2" MIN. EMBEDMENT) W/ 3/4" EMT PIPE SLEEVE 4C 10 0.187' DIA. WIRE ANCHOR 5 1 HAGER 434V THRESHOLD W/ 1/4" x 2" ITW TAPCONS (Fu = 125 KSI, Fy = 100 KSI) © 12" O/C W1 1-1/2" MIN. EMBEDMENT INTO CONC. (SEE ELEV. PER SHEET 6) 1 PEMKO MN 2001AV THRESHOLD W1 1/4" x 2" W TAPCONS (Fu = 125 KSI, Fy = 100 KSI) @ 12" O/C W/ 1 -1/2" MIN. EMBEDMENT INTO CONC. (NOT RATED FOR WATER INFILTRATION) 6 AS REQ. NATIONAL GUARD WEATHERSTRIP 160VA W/ #6 x5/8" SCREWS @ 6" O/C 7 1 PEMKO 347A TOP DRIP W/ #6 x 5/8" SCREWS @ 6" O/C (ONLY REQUIRED IF WATER RESISTANCE IS NEEDED) 8 1 PEMKO 68A TOP WEATHERSTRIP W! #6 x 5/8" SCREWS @ 6" O!C (ONLY REQUIRED IF WATER RESISTANCE IS NEEDED) 9 2 PEMKO 375CR ASTRAGAL (EXTERIOR ONLY IF WATER RESISTANCE IS NEEDED) 10 8 7 GA. STEEL FRAME HINGE REINFORCEMENT (1 -114" x 10 ") 11 8 7 GA. STEEL DOOR HINGE REINFORCEMENT (1 -1/4" x 10 ") 12 2 OR 4 16 GA. TOP & BOTTOM CHANNEL, SPOT WELD 4" O/C 13 AS REQ. 20 GA. STEEL HAT STIFFENER, SPOT WELD 5" O/C 14 AS REQ. OWENS CORNING FIBERGLASS INSULATION 16 2 12 GA. STEEL 1 -1/2" x 4 -1/2" FULL HEIGHT LOCK REINFORCEMENT 17 2 ROCKWOOD 585 SURFACE BOLTS (DOUBLE DOOR INACTIVE PANEL ONLY) 18 2 18 GA. STEEL TOP CAP, TACK WELD & CAULK (3/4" x 1 -1/2 ") 19 AS REQ. 16 GA. (0.63 ") MIN. HINGE CHANNEL REINFORCEMENT3/8" x 5/8" x 1 -1/4" 20 1 MARKS 195 SERIES W/ DEADBOLT OR BEST 93K W/ 83T DEADBOLT (CYLINDRICAL) 21 1 BEST 45H SERIES OR MARKS 5 SERIES MORTISE LOCKSET 22 1 1 -1/4" x .375" CELL FOAM (WHERE WATER RESISTANCE IS NEEDED) 4506 QUALITY W. TAMPA. FL 33634 PH : (813)385 -1693 3:(813)884 -2673 REVISIONS T m DESCRIPTION O 2 '• to ti 6 1- ' d Q of 9 ' -v-- t3 _.may 0, L*, i 10%1 v) 0 3' �' 2 SHEET: 1 OF 9 2.00" 100.00" MAX. UNIT WIDTH 96.00" 30.50" 56.00" 81.50" 2.00" 38.00" ACTIVE ©T INACTIVE TYP. 2.00" 8'4' (96 ") 98.00" MAX. MAX. UNIT MT HEIGHT DOUBLE OUTSWING DOOR (INTERIOR VIEW) 52.00" MAX. UNIT WIDTH 48.00" 2.00" 30.50" 56 00" 1 81.50" 98.00" 8' -0 " (96 ") MAX. UNIT MAX. HEIGHT DOOR SINGLE OUTSWING DOOR (INTERIOR VIEW) 2.00" - 100.00" MAX. UNIT WIDTH 96.00" 2.00" 30.50" 56 00" 81.50" 100.00" 8' -0" (96 ") MAX. MAX. UNIT DOOR HEIGHT DOUBLE OUTSWING DOOR (INTERIOR VIEW) 4.00" - 2.00° 52.00" MAX. UNIT WIDTH 48.00 " -- 2.00" 2.00" 30.50" 56.00" 100.00" MAX. UNIT WIDTH 96.00" 81.50" Air Rio Zo/mea» Doh GT / U NOA M6mi r,de hedmi`�� Dvh DY f %, 100 00" MAX. 8' -0" (96 ") UNIT MAX. HEIGHT DOOR 56.00" 1 81.50" SINGLE OUTSWING DOOR (INTERIOR VIEW) 2.00" 2.00" 2.00" 4506 QUALITY L61 TAMPA. FL. 33634 Pk (RIO) 885 -1693 DC. (813) 884 -2673 MA(X.6 ") max. x. UNIT DOOR HEIGH H 0 co u) p X w _ aoOLL- tii a DOUBLE OUTSWING DOOR (INTERIOR VIEW) 52.00" MAX. UNIT WIDTH 2.00" 48.00" 2.00" ELEVATIONS REVISIONS m DESCRIPTION O 30,50" 56.00" ```(1 * hi/ �' 1 81.50" `'t�Q�.""'�"•e" N y2 'o��lill m\,T Z 1 Y 43 41 ON 14 43 0 MAX. 8' -0" (96 ") MAX. UNIT MAX. HEIGHT DOOR 48.00" 38.00" SINGLE OUTSWING DOOR (INTERIOR VIEW) SHEET: 2 OF 9 ALL VOIDS FILLED WITH FIBERGLASS cl_i) SEAMLESS EDGE DOOR 3 3 EDGE SEAM DOOR INTERNAL ELEVATION HAT CHANNEL REINFORCED DOOR PANEL ILLUSTRATION TVERTI&L DOOR SECTION - Is** Wit) die 0.0r Zvi ci NOAN M6mt Dade 3 O INTERNAL SECTION REINFORCEMENT SPACING Tuipiilbibeiroxi g ,rocicccfa 4506 QUALITY 113. TAMPA, fL 33634 P14 (813) 885-1693 FX: (813) 8642623 REVISIONS m z 0 w w z 5:z W -gym►. z sti— O � Y D th U SHEET: 3 OF 9 NO ANCHORS REQUIRED IN HEAD OF FRAME SILICON SEALANT Oq . INTERIOR 3,000 P5I CONC. 12 GA. STEEL CLOSER REINFORCEMENT EXTERIOR (OUTSWING) TACK WELD HATS TOGETHER TOP AND BOTTOM d VERTICAL SECTION PEMKO 2001AV THRESHOLD NOT RATED FOR WATER RESISTANCE UNIT HEIGHT O cQ 3,C 00 PSI CCNC. NO ANCHORS REQUIRED IN HEAD OF FRAME SILICON SEALANT INTERIOR 12 GA. STEEL CLOSER REINFORCEMENT EXTERIOR (OUTSWING) TACK WELD HATS TOGETHER TOP AND BOTTOM v NO ANCHORS REQUIRED IN HEAD OF FRAME . • -m _ SILICON SEALANT INTERIOR S F- Z co rn X Q Approved omoop led Mt .a ! /O ved MEd o By �� . C!li..�..} • 4 g .NERTICAL SECTION 4 3,000 PSI CONC. 12 GA. STEEL CLOSER REINFORCEMENT EXTERIOR(OUTSWING) TACK WELD HATS TOGETHER TOP AND BOTTOM d OVERTICAL SECTION 4 4506 QUALITY LN. TAMPA, FL. 33634 P6: (813) 885.1693 F3 :(813)884 -2673 VERTICAL SECTIONS REVISIONS Z 0 H w w Z 4 OF 9 2.5" MIN. EMBEDMENT V4" MAX. SHIM ACTIVE 5 HORIZONTAL SECTION EXTERIOR INACTIVE EXTERIOR ime 1_141 °° 2.5" MIN. EMBEDMENT GROUT FILLED CMU 4506 QUALITY LK TAMPA, FL 33634 631 (813) 885 -1693 FX: (813) 881 -2673 ACTIVE 12.00" MIN. EMBEDMENT 5 E HORIZONTAL SECTION — GROUT FILLED INACTIVE era zwv%aot3Pue a..i .naa. a9 EXTERIOR 8.50" MIN. EMBEDMENT t;, e, ACTIVE INACTIVE THORIZONTAL SECTION 5 GROUT FILLED 1.875" MIN. EMBEDMENT L GROUT FILLED REVISIONS HORIZONTAL SECTIONS rn DESCRIPTION SHEET: 5 O 9 6.00" MAX. FROM CORNERS TYP. 6.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. 100.00" MAX. UNIT WIDTH 6.00" MAX. FROM CORNERS TYP. %" DIA. LAG SCREWS ANCHOR LOCATION INSTALLATION INTO WOOD STRUCTURE 98.00" MAX. UNIT HEIGHT 1 2.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. 6.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. 52.00" MAX. UNIT WIDTH 16.00" MAX. FROM CORNERS TYP. 16.00" MAX. O.C. TYP. 16.00" MAX. FROM CORNERS TYP. TOTAL (15) SCREWS AT EACH JAMB 98.00" MAX. UNIT HEIGHT 6.00" MAX. j FROM CORNERS TYP. Y2" DIA. LAG SCREWS ANCHOR LOCATION INSTALLATION INTO WOOD STRUCTURE 2.00" MAX. O.C. TYP. 100.00" MAX. UNIT WIDTH -ril- _I L2.00" MAX. r- O.C. TYP. 6.00" MAX. X.^ DIA. WIRE ANCHOR & FROM CORNERS TYP. 16 GA. T-ANCHOR ANCHOR LOCATION INSTALLATION INTO NEW MASONRY (GROUT FILLED BLOCKS) 100.00" MAX. UNIT HEIGHT 16.00" MAX. FROM CORNERS TYP. 16.00" MAX. 0.C. TYP. 16.00" MAX. FROM CORNERS TYP, 52.00" MAX. UNIT WIDTH TOTAL (5) ANCHORS AT EACH JAMB 100.00" MAX. UNIT HEIGHT I112.00" MAX 1- O.C. TYP. 6.00" MAX. j FROM CORNERS TYP. 346 DIA. WIRE ANCHOR & 16 GA. T-ANCHOR ANCHOR LOCATION INSTALLATION INTO NEW MASONRY (GROUT FILLED BLOCKS) Aillf•Adressybitswitheir Maio lkiligOid. Thde OcriS, ea/0 NOAH 7.1;;41. MIssi Dade Prided ZriAt741.2_6(1±:!:- 8.00° MAX. FROM CORNERS TYP. 20.00" MAX. 0.C. TYP, 8.00" MAX. FROM CORNERS TYP. 100.00" MAX. UNIT WIDTH I I 6.00" MAX. FROM CORNERS TYP, 8.00" MAX. FROM CORNERS TYP. 20.00" MAX. O.C. TYP. 8.00" MAX. FROM CORNERS TYP. 98.00" MAX. UNIT HEIGHT 1_2.00" MAX. O.C. TYP. %" DIA. DYNABOLT SLEEVE ANCHOR ANCHOR LOCATION INSTALLATION INTO EXIST. MASONRY (GROUT FILLED BLOCKS) 52.00" MAX. UNIT WIDTH • TOTAL (5) ANCHORS AT EACH JAMB 98.00" MAX. UNIT HEIGHT __A 1 12.00" MAX. 6.00" MAX. O.C. TYP. FROM CORNERS TYP. W DIA. DYNABOLT SLEEVE ANCHOR ANCHOR LOCATION INSTALLATION INTO EXIST. MASONRY (GROUT FILLED BLOCKS) 4506 QUALITY LN. TAIRA. FL_ 93634 P11 (813) 585-1693 7)1. (813) 884-2673 ANCHOR LOCATIONS REVISIONS DESCRIPTION 2 6 OF 9 6.00" MAX. FROM CORNERS TYP. 6.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. 100.00" MAX. UNIT WIDTH 86.00" MAX. UNIT HEIGHT 8.00" MAX. 1 FROM CORNERS TYP. 12.00" MAX. FROM CORNERS TYP. 16.00" MAX. O.C. TYP. 11 6.00" MAX. 1 FROM CORNERS TYP. %" DIA. LAG SCREWS ANCHOR LOCATION 1_12.00" MAX. O.C. TYP. INSTALLATION INTO WOOD STRUCTURE 6.00" MAX. FROM CORNERS TYP. 6.00" MAX. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. 52.00" MAX. UNIT WIDTH t 11 I 11 11 11 TOTAL (13) SCREWS AT EACH JAMB 86.00" MAX. UNIT HEIGHT _I 112.00" MAX. ii 6.00" MAX. r- 0.C. TYP. FROM CORNERS TYP. 31" DIA. LAG SCREWS ANCHOR LOCATION INSTALLATION INTO WOOD STRUCTURE 100.00" MAX. UNIT WIDTH 88.00" MAX. UNIT HEIGHT 112.00" MAX. O.C. TYP. 6.00" MAX. J 316" DIA. WIRE ANCHOR & FROM CORNERS TYP. 16 GA. T-ANCHOR ANCHOR LOCATION 12.00" MAX. FROM CORNERS TYP. 16.00" MAX. O.C. TYP. 8.00" MAX. FROM CORNERS TYP. INSTALLATION INTO NEW MASONRY (GROUT FILLED BLOCKS) 6.00" MA FROM COME sw.wpprovalewleir mapylasn zow id c.osia Date g,e- NOM ?Mod We roiled 1:1114 12 /- 64 52 00. " MATX UNIT WIDl A ..i ii . . . ., i. .. . TOTAL (5) ANCHORS AT EACH JAMB 88.00" MAX. UNIT HEIGHT _1 L12.00" MAX 11 X. ' O.C. . TYP. RS TYP. 546" DIA. WIRE ANCHOR & 16 GA. T-ANCHOR ANCHOR LOCATION INSTALLATION INTO NEW MASONRY (GROUT FILLED BLOCKS) 8.00" MAX. FROM CORNERS TYP. 24.00" MAX. 20.00" MAX. 24.00" MAX. 100.00" MAX. UNIT WIDTH 88.00" X. UNIT HEIGH1 8.00" MAX. FROM CORNERS TYP. 6.00" MAX. FROM CORNERS TYP. 8.00" MAX. FROM CORNERS TYP. 24.00" 20.00" 24.00" _1 112.00" MAX. Q.C. TYP, W DIA. DYNABOLT SLEEVE ANCHOR ANCHOR LOCATION INSTALLATION INTO EXIST. MASONRY (GROUT FILLED BLOCKS) 52.00" MAX. UNIT WIDTH TOTAL (4) ANCHORS A1 EACH JAMB 8.00" MAX. FROM 112.00" MAX. CORNERS TYP. O.C. TYP. 6.00" MAX. FROM CORNERS TYP. DIA. DYNABOLT SLEEVE ANCHOR ANCHOR LOCATION INSTALLATION INTO EXIST. MASONRY (GROUT FILLED BLOCKS) 88.00" MAX. UNIT HEIGHT 4506 QUALITY LH. TAMPA, FL. 33634 PR (813) 885-1693 F)2 (813) 884-2673 ANCHOR LOCATIONS REVISIONS DESCRIPTION SHEET: 7 oF 9 � SPOT WELDS OR it • SPOT WELDS 1 1/4" DOOR /H NGE STEEL HINGE PLATE REINF. 7 GAUGE X 1 -1/4" X 10" N N O "0- DEADBOLT STRIKE ATTACHED pIRECTLY TO 12 GA. CHANNEL + WITH #8 -32 X 1/2° SCREWS LOCK LATCH ATTACHED pIRECTLE TO 12 GA. CHANNEL WITH #8 -32 X 1/2" SCREWS ACTIVE DOOR LOCK/DEAD BOLT REINFORCEMENT --- .--DEADBOLT STRIKE ATTACHED DIRECTLY TO 12 GA. CHANNEL WITH #8 -32 X + 1/2" SCREWS O a oI LOCK STRIKE ATTACHED DIRECTLY TO 12 GA. CHANNEL WITH #12 -24 X 1/2 SCREWS INACTIVE DOOR LOCK /DEAD BOLT STRIKE PLATE REINFORCEMENT INTERLOCKED TAB WELDED CORNERS 4306 QUALITY IN. TAMPA, fl.. 33634 P14 (813) 885-1693 89: (813) 8842673 TYP. CORNER DETAIL Aoptvved ma Amide pI wk. el* Dist b %O II M od Pad* ?redact LOCK LATCH ATTACHED DIRECTLY TO 12 GA. CHANNEL WITH #12 -24 X 1/2" SCREWS ACTIVE DOOR MORTISE LOCK REINFORCEMENT O LOCK STRIKE ATTACHED DIRECTLY TO 12 GA. CHANNEL WITH #12 -24 X 1/2" SCREWS INACTIVE DOOR MORTISE LOCK STRIKE PLATE REINFORCEMENT REVISIONS co Z <0 3Y io o a v <V) Z SHEET: 8 OF 9 8Z" MIN. Fymin = 30 KSI 0.187" DIA. WIRE ANCHOR Approved a seeeplyles vd0% t6 DOce ■ (2) 3/e• DIA. SPOT WELDS q I �'J.�o —e--^ u 12 MIN. t = 16 GA (.059 ") MIN. Fymin = 30 K5I 14' T ANCHOR ATTACHMENT V DIA. Fxx = 70 K5I SPOT WELDS 3/4' DIA. X 2 3/8" PIPE WELDED TO BACKSIDE OF FRAME PIPE SLEEVE DETAIL L 20 GA. STEEL HAT STIFFEN SPOT WELD 6" O.C. FULL HEIGHT OF DOOR 5 $" 111 151. 11. 16 2" 11511 16 f 16 GA. (.063" MIN.) 16 GA. (.063" MIN.) STEEL FRAME PROFILE (TYP.) STEEL FRAME PROFILE (TYP.) 4906 QUALITY Us' TAMPA, FL. 33634 P61. (813) 885-1693 F)6 (813) 884 -2673 0 REVISIONS z 0 w z • 0 r'llv•l3' 3 =o LIZ o O O U SHEET: 9 OF 9