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WS-14-1556Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION F1e BUILDING ❑ ELECTRIC ❑ ROOFING i' 2014 IRV. W FBC 20 0 Master Permit Notis- 1q' '�;L,=>� Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 12-q s t I I o q hi Tt yz l City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcel#: 11 ' 2-2 3 Z- o 3 0 - O i o o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): KriJhna 67 vii LC/4-1 Phone#: .30 -G/7' /O Address: _ j 8 , Ne 10 1--(m S/v-C f City: "(a/r 4r :filol-e% State: ti— Zip: 3 3 13 0 Tenant/Lessee Name: si I& Phone#: Email: Ll", lz,�_fi P ( ilk i CONTRACTOR: Company Name: (,�« �(r f K e Phone#: a_�a S - 266 - 2 29C Address: 0196 carol City: 1� 1State: Zip: 131 S S Qualifier Name: Phone#: SAS - 2 C C - 229 G State Certification or Registration #: 1 C30 21 9 Certificate of Competency #: i i 13 S Goq 0? DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 2. Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ Newt I ell Repair/Replace ❑ Demolition Description of Work: �E'.r� f*Cl 1-Le4Lj- mer Specify color of color thru tile: Submittal Fee $ Permit Fee $ --A� . CX� CCF $ CO/CC $ Scanning Fee $ �> Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (ReAsed02/24/2014) Double Fee S Bond $ TOTAL FEE NOW DUE $ < Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature "C_/ u Signature�' OW R or AGENT CONTRACTOR The foregoing instru=acknowledged before me this The foregoing instrument was acknowledged before me this (� day of 20 I L , by Z S day of 20 Iq by b 65h nc. G ►,.►1c4 who is personally known to vwho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n: g Sign:_ Print: "QX t C.-. (fvCL4r-tO0— � b^0 , Print: Seal: � p`W Notary Public State of Florida Maria Carballeira �v A° My Commission EE 131412 ?oihQ° Expires 12/14/2o1s APPROVED BY 40-12 71614 (Revised02/24/2014) Seal: Plans Examiner Structural Review Notary Public - State of Florida My Comm. Expires May 17, 2015 Commission # EE 59097 Bonded Through National Notary Assn. Zoning Clerk e-ria�►rwr �i• ` MIAW.DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Srtee4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION MIami, Florida 33175-2474 T (786) 315-2540 F (780 315-2599 NOTICE OF ACCEPTANCE (NOA) ,�yw ma�mi��,,����ptai,�� F.P.G. Wholesale, Inc. -- 7190 Coral Way Miami, FL 33155 � � G "14 SCOPE:, This NOA is being issued under the applicable rule r governing the use of construction materials. The documentation submitted has been reviewed and acc by Miami -Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 High Vel®Sq?urricane Zone of the Florida Building Code. • • 6900:9 DESCRIPTION: Series KCondoor Impact" 810" Outswing Opaque Wood French DooravAwo Sidehw-• x.11 Le • 6 6 a • APPROVAL DOCUMENT: Drawing No. W10-11, titled "Series Out—Swing Wood P ii'o6Door QL.M1.I.)", sJoeir: 1 through 8 of 8, dated 03/11/09 with revision "B" dated 05/03/12, prepared by Al--Farggq.®orporptitin; signe4aud. sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control RevigipAgtpmp m tla the Notin bf. Acceptance number and the expiration date by the Miami—Dade County Product Contrd6Wtion. ' • : • • • • • • MISSILE IMPACT RATING: Large and Small Missile Lnpact Resistant :00:0: a • LABELING: Each unit shall bear a permanent label with the manufacturer's name o 090. city, ate Md the 0 • • • • following statement: "Miami -Dade County Product Control Approved", unless otherwfse•nofed hereip 6 • �.... RENEWAL of this NOA shall be considered after a renewal application has been filed and there Wteen 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 them 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 shawl 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 NOA 010-0503.03 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed byylt-�vW. Helmy A. Makar, PX., M.S. MADE Cpu� y NOA No. 12-0514.12 • ► Expiration Date: 08/25/2015 Approval Date: 07/O5t2OL2 Page 1 F.P.G. WhWesale.In& NOTICE OF ACCEPTANCE: E ENCE SUB f ID 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #10-0503.03 A. DRAWINGS 1. Mamoacturer's the drawings and sections 2. Drawing No 01041, titled "Series Out --Swing Wood Patio Door (L.Ml) ", sheets 1 through 8 of 8, dated 03111109 with revision "A" dated 06130110, prepared byAl- Farooq Corporation, signed and sealed by Javad Ahma4 A E B. TESTS 1. Test reports on: I) 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 S) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No's IZETI--092501, ,HETI- 08-2119A, HETI-0"119B and HET"8 2172, dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F Font, AA Soso . . SSSS SSSS.. C. CALCULATIONS'so' ' 1. Anchor calculations and structural analysis, complying witld FBC-2007;jrepared-g ; Al-Farooq Corporation, dated 12114109, signed and sealed $y�Yq;ad Ak in; A E: • • • • : Complies with ASTME1300-04. • SSSS . .. SSSS. SSSS.. ... SSSS. D. QUALITY ASSURANCE • • • • e • • • • • : • 1. Miami Dade Building Code Compliance Office (BCCO). . 0000:. SO. . E. MATERIAL CERTIFICATIONS SSSS s • • • • • .. 1. None. sees F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, BG2007, dated December 10, 2009, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No. 's HETI 09-2501, HETI 08 2119A, HETI-08-2119B and HETI-02172, issued by Hurricane Engineering and Testing, Inc., dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E Helmy A. Makar, P.E., MS. Product Control Unit Supervisor NOA No. 12-0514.22 Expiration Date: 08/25/2015 Approval Ditto: 07/05/2012 E--1 F.P.G. Wholesale, I.ue. NOTICE OF ACCEPTANCE: , EVIDENCE SUBMITTED 2. NEW EVIDENCE SUDAUT TED A. DRAWINGS 1. DrawingNo. W10-11, titled "Series Out -Swing Wood Patio Door (L,M.I,) , sheets 1 through 8 of 8, dated 03111109 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad A E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations complying with FBC-2010, prepared by Al-Farooq Corporacion, dated 05108112, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS � • • � ' • • • •' . •.. 1. Statement letter of nofinancial interest, conformance and co r�ip,�nce tie►t FBS'-•,: • 2010, dated April 25, 2012, signed and sealed by Javad Ahma4 P. E . .... .. . . . .... . .. ..... • Y • • •• •• •• ••••••• •••••• • • • • • • •••••• of • Helmy A. Makar, P.E., M.S. Product Control Unit Supervisor 140A No. 12-0514.22 Expiration Date: 08/25/2015 kpproval Date., 07/05/2012 E-1 SURFACE BOLT LENGTHS 96" LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG t30" LEAF HT. - 26" LONG 6" ,SAX. 1 HEAD/Sill CONCEALED FLUSH BOLTS A %x \' y .tet � •� ,` ` I : �t, , j I ACTIVE I \—CONCEALED FLUSH BOLTS 36" MAX. 37 3/4" MAX. LEAF WIDTH LEAF WIDTH 74 1/2• MAX. FRAME WIDTH OUT --SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ani 6" MAX. TYPIQAL ELEVATIONS— THESE L VATIONS.._ THESE DOORS/SIDELITES ARE RATED LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. S" iVIhA. - I jl � � • • � m • 3/4~ MAX, • • • .. )ELITE WIDTH E'RO£)UCT RBVISE#D • as compiytttswlththe Piaikk • .. Buliding Cods ajupWou Daft , D atCaticrci 90 0 00 0 0L 0 0:19 z O N C3 v Z.. o— a 0 LO P ® W ¢ 3 0 It ^ • eU• N 1 �It; Is- 8 •••••• O % r.2 �••••� goose o • Soo• e • • • e • I 0 o :so**: off_ . SOLID WOOD INSERTS $ LARGE MISSILE IMPACT Engr. JAVAD AHMAD .'_ o CML- - i FLA. PE S 70592 CAN. 338 +' �+ v v drawing no. W10-1 1 MAY 2012 f sheet 1 of 8 SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY — PSF LEAF U'RO`IBl FT;/IN. " 1'°.Fv!iT FT./IN: 1—]1/16" THK. WOOD PA14EL EXT. (+) INT. (—) 2/0 2/6, 3/0 6/0 60.0 60.0 60.0 6.0.0 t 60.0 60.0 i aer W LEAF LEAF WIDTH WIDTH — PSF FT./IN. a . HEIGHT Ft/IN. 1-11/16" THK. WOOD PKiEl EXT. (+) INT. (—) 2/0 2/6 3/0 / 60.0 60.0 N. 60.0 60.0 i N XX STATIONARY PANEL (0) OR DOORS WITH SIDELITRS DESIGN LOAD CAPACITY — PSF FT./IN. a . HEIGHT Ft/IN. 1-11/16" THK. WOOD PKiEl EXT. (+) INT. (—) 2/0 2/6 3/0 6/0 60.0 60.0 60.0 60.0 60.0 60.0 w1 W2 W1 W2 W1 [ 1{ 0 O F IL \ Q O U o� W 7 W2 V G d O 0 L %J 04 x ngr. JAVA© AHMAD •o g cmL Flt APE. 353¢ 70592 o M ' C..N. drawing no. W10-1 1 chpaf 0 of ii - MAT 0,8 2012 WIDTH (W) W1 + W2 J (FOR DOORS WITH rSIDELITES) 2.1- i N v O ^ DECORATIVE MOLDING CL OPTIONAL p >- rMj to 1--11/16" THK. INSERT a SOLID WOOD OR S LAMINATED WOOD C9 .4• N Z 0000.. 6D X 1-3/4" LONG BRAD NAILS • • •••� N "� �~ �L!• w::. • ....i. 1" FROM ENDS •••• 5 a.CD • & 3" O.O. MAX. ••. Q wr 4 •••••• 0 ...00.90 . Ld 0000 ., . 0000. 1 ... .... . .. . . 0000.0 . 00.000 ��� .• .. r $, • . • 0000.. --� DucritmisW 0 %'' as fI18F✓1 i •..- -' JB_ tante No — 5'/ ZZ gy 0 Miami Dads (aI � �lro a GLAZING DETAIL � a ngr. JAVA© AHMAD •o g cmL Flt APE. 353¢ 70592 o M ' C..N. drawing no. W10-1 1 chpaf 0 of ii - MAT 0,8 2012 PRODUCT REVMD 88 cougAying with the Nor$da LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES BuungCode AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. ateo r J'� MINIMUM DIMENSIONS: ldhind DudgR"uctConW Uu�iWi TOP AND BOTTOM RAILS .........................5-1/2" . LOCK AND HINGE STILES ........................ ..5-1%2" Eng>':,JAvAFIMAO o INTERMEDIATE STILES ............................. FLA. PE '70592 0 C.A.N. 3$ ut Li drawing no. W1Q-11 ULv O O (3 .�. Q Z v O — I--- eUJ N 771 ow< M to 0 Q 0 as .� 4z cv � •• ...... • 9600 . cn yam. C? A. •• • r V 000000 0000 .00 O Li 11n �► :0000: ... 0000. •... 0000. .. . . 0000.. 0000 • 0000.. •• • C .0 •• 0000• • • Tn I • N PRODUCT REVMD 88 cougAying with the Nor$da LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES BuungCode AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. ateo r J'� MINIMUM DIMENSIONS: ldhind DudgR"uctConW Uu�iWi TOP AND BOTTOM RAILS .........................5-1/2" . LOCK AND HINGE STILES ........................ ..5-1%2" Eng>':,JAvAFIMAO o INTERMEDIATE STILES ............................. FLA. PE '70592 0 C.A.N. 3$ ut Li drawing no. W1Q-11 BOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH TYPICAL ANCHORS ALUM STRIKE PLATE POLYURETHANE SEE ELEV. 19YTYPICAL. ANCHOR EMBEDED IN WOOD GLUE FOR SPACING WOOD BUCKSEE ELEV. Y w METAL FOR SPACING STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR,. SPACING 14 a.°. ,.. o ii W/ WW •.. MIAMI -DARE COUNTY APPROVED 0 E t Q S SEESPAR MULLIOMOAN ANCHORS •, TYPIC CANCHORS y SEE LEV. #8 X 2" FH SMS I' {L z FOR SPACING i AT 3-1/2" FROM ENDS AND 15" O.C. MAX. ` a %1 TYPICAL ANCHORS i % � , FOR SPACIN& WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. v I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o `'L I AND TRANSFER THEM TO THE BUILDING STRUCTURE. G tU O z 41 � TYPICAL ANCHORS: SEE ELEV. FOR SPACING a w LLO O t /4 DIA. TAPGON BYITW,(Fu=120 KSI, Fym92 KSI) 1 / " DIA. ULTRACON BY `ELCO� (Fu- 7 KSI. y ) o 1 1 4 17 F-155 KSI J< d SURFACE LTS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES y V SEE SHEET 1 y� ,� `, 1-1 /2" MIN. PENETRATION INTO WOOD z • • • • • p I py lk.,10): THRU 1BY BUCKS INTO CONC. OR MASONRY •••; I , +S ....:. Aa ` 1 1-1/4- MIN. EMBED INTO CONC. OR MASONRY • •' • S Q. o' "� • 't� 1 DIRECTLY INTO CONC. OR MASONRY •... • • • • • `1 t'l1 t 1 1-1/4n MIN. EMBED INTO CONC. OR MASONRY Go:* so ..:..' ,# 14 SMS OR SELF DRILLING cREws (GRADE 2 CRS) • •.. • INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. 1 f Bm) S h . . • • • INTO METAL STRUCTURES '.. • �.... I STEEL : 12 GA. MIN, (Fy a 36 KSI MIN.) a ' #8 X 2" FH SMS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) AT 3-1/2" FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND 15" O.C. MAX. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY R 2" MIN. „ N OINTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 'y 4 - oa in I 13 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. -' C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN I irIwc6 nir%lrlV"_/ T SEE ELEV. FOR SPACING DOOR UNITS ULut SIDIET.ITE UNITS Enor. JAYAD, MM—AD 6 CIVIL FIA PE 5 70592 B ODiiCT a 38 ss complyl'ag wiW ttte 9 g � $ BuRdiag Code e A"u=e Na - o . z'� v � -o ORS Daft=0 drawing no. R SPACING UD4ad [W10-1 1 ct a sheet 4 of $ 10 TYPICAL ANCHORS SEE ELEV. rOR SPACING ACME 1/4- MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING lBy WOOD SUCK 1/4- MAX. 9 ACTIVE LEAF 5 1/20 MIN. #8 X 2 - SID X 1-3/4" LONGFH WOOD SCREWS IN PAIRS BRAD NAILS - 0 AT 12"O.C.MAX. AT 3/8' FROM ENDS C �fi`10) AT EACH END AND 2" O.G. MAX. 4 .INACTIYE LEAF % #8 X 2" FH WOOD SCREWS AT 15-3/4" FROM ENDS INSET WIDTH AND 8" O.C. MAX. EXTERIOR LEAF WIDTH WIDTH EXTERIOR . CML 'FLA.V %ff 3r2 • MAY 02 I MOMW9"MBD 0M fib the Nodde BodWatr - — . L!A-�Afj drawing no. W10-1 1 (sheet 5 of U TYPICAL ANCHORS SEE ELEV. FOR SPACING i a 2BY: WOOD BUCK v Y` 1/4- MAX. #8 X 2° FH SMS AT 5-3/4' FROM ENDS AND 14--1/44 O.C. MAX. POLYURETHANE GLUE 5 1/2- MIN. 1/4° X 2-1/4° ITW TAPCONS AT 2V' FROM ENDS AND 12° O.C. MAX. 5 1/2° MIN. 3-1/2° X 1/80 ALUM PLATE FULL LENGTH i g8 X 3/4° FH SMS IN PAIRS /—AT 1° FROM ENDS & 10--1/2° O.C. SILICONE DOW CORNING 795 EXTERIOR 2 5 1/2° MIN. LEAF WIDTH PRODUCT REVISED IS wmplyb* wft the Florida Building Code AmentanceNot2- 5 .Z r JAVAD AHMAD ! e v FtA.t PE Q _70592 C.A.N:13538 ' h Lu I rw1i;g no. 11 :...,._ n Q nfl19 sheet 6 of $ 5.250� 3.140 —moi o1 FRAME HEAD/JAMB 1.7501 ' 4.713 I�-I F -.492 O TOP & BOTTOM RAIL HINGE LOCK STILE/SIDELITE STILE 1.750- O 1.309 L 5.500 1 r .375 - 0 12 INTERMEDIATE STILE ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE SILL COVER 6063-T5 GLAZING BEAD ASTRAGAL I 1.509 ( ASTRAGAL INT. COVER ------ F.276 I � 1.000 L 10 ASTRAGAL EXT. COVER ul ITEM PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 -- 3/ DOOR FRAME HEAD/JAMB WOOD 2 v AS RFQ0 TOP & BOTTOM RAIL/HINGE &LGOK , ... ! E/PIOEL.ITE STILE WOOD - 3 - :AS REQD. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK,STILE/SIDELITE,STILE WOOD - 4 - 1 SILL COVER ALUMINUM 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REQD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD 10 -- - ASTRAGAL EXTERIOR COVER WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 S44 4/ LEAF HINGE STEEL. OR ST/ST DELTANA 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD -- - PVC SCHLEGEL 15 QE8D850 AS REQD. FRAME WEATHERSTRIPPING Q-LON — NG 13 HI.13" THK MEL HINGE 2L% MON SCRI"YNS TO PANEL- (4) #12 X 1-1/4- FH SMS TO FRAME: (2) #12 X 3/4- FH SMS IN INNER HOLES (2) 1/4- X 2-1/4" FH TAPCON IN OUTER HOLES 1.600 -r• 855 M-1.600 -�I .295 �� 2.400 WOOD OPTIONS I— SOUTHERN CHERRY 2— ANDEAN WALNUT ^ 3— TROPICAL WALNUT 4— WHITE OAK - I 5— YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,0oo) p GRADE = 2 MIN. DO V ^ MOISTURE CONTENT m 12% MAX. Z SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END AND 25-1/2n O.C. MAX. M0*3 CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF. INACTIVE LEAF. FLA.CPE • jl 536 T0382t .A.N. 3 202 PRODUCrRvam Sol ompl*s whh W0 $t mbs Code _ _ _ 7owing no. W10-11 / 14 5" X 5/$" WOOD DOWEL 5"X 5/8" WOOD DOWE PROnUCr REVISIBID as cBAvu—oYaptyingnLho9da wTb1 •[2 �1irom L1A{p f4 �:lLl �13� L�J:iK*1:ii T 5" X 5/8" WOOD DOWEL I s�_ 0]1• 0- Eng : JAVAD. AHMA F M v Is - drawing drawing no. W1Q--11 AAU 08 9012 1sheet $ of 8 V� a a. n Cfor $ 111§2 a Qz aall O N Im Z v 0 y� o � tWQ"�o Oda • 2 Icq • -- .Goes. . •o ,. rn 006..0 •• p 4.h :••G6: .G 0000• '404 .• G 0.000• • .• G • • 000.0. • a?I _• • 0000•. e • I s�_ 0]1• 0- Eng : JAVAD. AHMA F M v Is - drawing drawing no. W1Q--11 AAU 08 9012 1sheet $ of 8 v� P Miami Shores Village JUL 18 2014 Building Department B 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 201® BUILDING Master Permit No.WS /7 — / �6 PERMIT APPLICATION Sub Permit No. �ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: Z? CIO l " C- I c l -h-i dh e-4 DRAWINGS City: Miami Shores County: Miami Dade Zio• / Folio/Parcel#: 0 I " 22 _3 2— - v 3 0 -- 0 I I' C0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):4/-i/�,j / no 67 L -,,I I le -n Phone#: 30!5 'TTS —1 L'-7 0 Address: 2—qL) kG / O q "fl -L City: S`-Je-State: rL zip: f, 01 1-2 Tenant/Lessee Name: ``,, Phone#: 3 rJ Email: �-V 1 %i f� V i 's'i /�I a'J'1�Q l / • ce"O" CONTRACTOR: Company Name: F P c Gv110 1e sc le Phone#: 30-S -2 Address: 21 Tc Co-.*. ( c., C. V City: M to, .%; State: FL Zip: 331s S Qualifier Name: 'PG 4e Phone#: 'So S 3'1.310 2 3 State Certification or Registration #: / Y gSV'G2 19 Certificate of Competency #: /YRSqq2 1 9 DESIGNER: Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit: $ ,(��0 Square/Linear Footage of Work: Type of Work: ❑ Addition LSI Alteration ❑/'New F-1 Repair/Replace El Demolition Description of Work: RCi2 Ill C e 77%2/') f ok r' UYJ jdG'C� ,,2M C lA/.E9 o duG!✓ fv et/1 /M.0t/l-1 f-e-.f/+J-f/ ,fi--O/7. lI C)0/ --- Specify color of color thru tile: Submittal Fee $ Permit Fee $ 0 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charaed. OWNM or AGENT The foregoing instrum/as acknowledged before/me this 8 day of .2014 , by KYieacr& A'4; J1°rl . who i fiersonally known to mior who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this /— day of rSJV 20 ``f , by Pe - �'c. � 42 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Sign: Print: O�, 4r,�.(.. A�.� Print: AA :i° a c -State of Florida 7- MY My comm. Expires aySeal: „e N Seal: s".9j o;= Commission # EE 59097f' Public Stabs of Fbrida �'��;,;,,,•Bonded Through National Notary Assn.Maria Carbelteira Canmisaion tE131472 r'sorw° Expires 12/14/2015 w*�xw*e***e• � ewe**e****ewww*�xwwwe*ewx�e*x�eweex�***eex�*x�t�x�**x�*ex�e***ecce**x�****x�** APPROVED BY (Revised02/24/2014) 7 [L or Plans Examiner Structural Review Zoning Clerk JUL-18-2014(FRI) 11:46 FP6 Sales (FAX)3052662377 P.001/004 .I miamij Shores Village Building Department v/1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE - IF CONTRACTOR HAS A MIAMI_DADE COUNTY CERTIFICATE OF COMPETENCY: A. L-' COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. r`�OPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. I k::::� COPY OF WORKERS COMPENSATION INSURANCE* Certificate Halder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE +; f MIAMI SHORES, FL 33138 ICertiflcatewust-SPecl ''theldescrjpffo� n'ofoperai�ons�o coiiti ctor;?lien ■■srsrrrrr■■■■■■■■■■■■■■■■■■■■■�■sssssrsrrrrrrrr■■.■■.■■■■■■■■■■■r•r BUSINESS NAME: DADE COUNTY MUNICIPAL ■srsrrrrr■■.■■■■■■■.■■� BUSINESS ADDRESS:,/`�'+G co ► CITY /`'1%aM STATE FL ZIP CODE '931 S S ' I BUSINESS PHONE: '�0S 2_ (�1—_CZ - �Z 29G FAX NUMBER 32 S 2 GG —!.t 2 � CELL PHONE as ) Iq2 a `pe, 2 QUALIFIER'S NAME: f��.�Pr C�,rI^R QUALIFIER'S LIC NUMBER: �_ I H 'isS (20 2. 1 y # o im fh �-�R. T UBI'F OFMP'-T--E C - £' ry _-0 E E Ln rD Ul x -_ _ _ t..�• _ _ _ . . . . ----- . . . . . .. .:_ l-nr - - - . . :-af. ..: _ `__ y. tea-• :. = p Ln .._ ire .:. '_. ,'.-- •' aru CYI cn ILI , _`tea„ —1 _ . Of 'k CD CD W O O P JUL-18-20la(FRI) 11:a8 FPG Sales I i� jj'! a ane n, -;i e mfifiond' T, i ., I illi!�, (FAX)3052662377 . . I lw '04 614 . 7:- . . .. . Ytl ..... 1. AM N�1;936si W MSA ol -X:P, I R.�-s F WA EMBI 0 �j?45= -ny'nd 6h.,o'' y Cha pter fjA o .... ..... . OWNEM Sec. ryom OF UUA�Nzrss i F,Ri-GNHOLESALE W PAYMEN I 4FLYCIGIVE0 c BULDN'ro. qlll PEU00RAES TOR :CONT RArTOR 7$ no 14BS0619: . jlj.Iiij!.,�Thlls L It. of *4000ficadan 81:"*P1d*ex quaftai l pool aq!t�0n:k441111FIFIrM Holder trillot corrjply 1Qv!.!"iiftt3l rovujw re, lam and Fai6wirie. ftwhich apply to t1W Th. aid, pj No he ditpl�'� an all t!IAM M P. 004/004 JUL-18-2014(FRI) 11;47 FPG Sales (FHX)3052662377 I P. 002/004 CERTIFICATE OF LIABILITY INSURANCE ;FDATEIMM10pIYriYI ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS .; 7/18/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO -RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY, AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 8ETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate hOlder 16 an ADDMONAL INSURED, the policy(ios) must bo ondomed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policlas may require an ondorsomont A statomont on this Certificate does not confor rights to the certificate holder In lieu of such endor5ement(s). PRODUCER Seitlin, A Marah&MCLennan Agency LLQ Co 9850 NW 'dist 5txeet, p100 Miami m 33178_8p CONTACr .NAME, Rpacana _p^ $pFa PHONE _IA�pyrJ= (305) 591-0090�I FAXCNoj; (786) 662-6227 -mss. __ ,•,,,.-, _INSUH[H(5}AFCOkDINOCOVLpAOE NATO 14974 INSURED (3051 266-2296 F.P.G. Wholesale, Ina. _IN_SURCRA-Pa maYlvania LcxalbeXP4Yriu Odutusl I .... .__. INSURER R.- 'INSUk[k C: INSURER D: 7190 Coral Way EACtIQCCURRENGE $ 11000,000 Miami rL 33155 INSUar-RE: INSURER F: 7/15/2014 -- 111CV1biv1V rvumaoftK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW.HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CI.AlMS. INSR npg OF INSURANCE •_ T^DdL aGeii ♦`OLICY CFF POLICY C>I' POLICY NUNIRER M MM/QCIIY'YYV I I LIMITS A E COMMERCIAL 09NERALLIABRriY CLAIMS -MADE FixOCCUR EACtIQCCURRENGE $ 11000,000 7/15/2014 7/15/2015 FR,F,_MISF5[Go oc ce S 100,006 PERSONAL BADV INJURY S 1,000,000 GEN'LAGCRECATELIMIT APPLIES PER, POUCYEI JECf J GENERALA00RECATE $ 2,000,000 LOG -PRODUCTS -COMPIORAGO $ 2 000 000 OTHER: EMVI 8eaefitot Liab S 1,000,000 AUTOMOBILE LIABILITY COMBINED SINOLE LIMIT ANYAUTO nonILY.ALLINJURY(Par peryon) 5 AUTO$�£D ACU"THDCSUL[D HODILY INJURY (Peraccident) S HIRED AUTOSNUTOS NED AUTOS �I4oPfRTl(laaelAGE s ,. _(aL n I a UMBRELLA LIAROCCUR I•ACH OCCURRENCE S EXCESS UAB CLAIMS -MADE 1OGRE6ATE --- _ _ DED RETENTIONS- _3 I S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y r N H. _• A R ANY PROPRIEI OR/PARTNCRILXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ NIA 1 1 . rACH ACCIDENT S otorykINH) (MasO11 1/ yBescriDe I1per DESGLRI F E.L. DISEASE -FA EMPLOYEES PF.RATION> below T.1_. DISEASB - POLICY LIMIT S I DESCRIPTION OF OPPRATMNS I LOCATIONS I VEHICLES (ACORD 101, Add1110MI RenlgrYa Schodule, maY be attached Ir Moro ap.cn is roqu'rrr,7l Cancxactor k 148800219 I Proof of innurane" only. I I i I I i Miami 5hoxea Village Tina? Dept 10050 NW 2nd Ave Miami Sharon rL 33138 .vGLLJ\ 1 IVIV I SHOULD ANY OF TI -IE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THU EXPIRATION DATE THrREOF,l NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZED REPRESENTATIVE ®1988-2014 ACORD CORPORATION. All rights reserved. AL.UKU Zb (ZU14101) The ACORD name and logo aro registered marks of ACORD 0 JUL 18 2014 1p, M ami shcros Villaq_e APFROVED DATE ZONING DEP,r BLDG DEPT 3 SUBJECT 10 C(AIPI V MCE WI fri ALL FEDERAL TATE .4N� (-r UN i f r A --:S AND REGULATIONS RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40 50 10 20 30 40 50 60 1.00 0.95 0,92 0.89 .0.88 0.86 15__ _ _ 40.4 38.5 37.5 36.7 36.1 35,7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 :40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 1 48.1 1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40 50 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the - 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet- eetHeight 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13- 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51-.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3' -64.7 -61.9 -60.0 5$.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59 1 Length of End Zane (a): 10% of least horizontal dimension or .4 h, whichever but not less than 4% of least horizontal dimension or 3 ft: (h. =.mean roof heig . NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. P MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnny.miamidade.eov/economy Unlimited Security Doors, LLC 5578 N. W.161 street, Miami Gardens, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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" III TECH" Outswing Steel Entrance Doors -Impact. APPROVAL DOCUMENT: Drawing No. W08-73 Rev C titled "Series "HI -TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-11-08 and last revised on MAY 10, 2013, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Max. height of the door with Wood veneer is limited to 100" (w/ min 5 Hinges) and Decorative Steel is limited to 83" (w/ min 4 hinges). See hinges location in sheet 6. 2. Spot welded steel shear plate #22 is required at fivines at head, side jambs and sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China and series and following statement: "Miami -Dade County Product Control Approved", 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 NOA # 09-0128.07 (Former NAS Unlimited Doors, LLC) and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0114.09 t�I4Mt-DADaCOUHrr Expiration Date: July 22, 2014 p Approval Date: July 04,2013 Page I Unlimited Security Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 09-0128.07) 2. Drawing No. W08-73 Rev C titled "Series "HI -TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by AI-Farooq Corporation, dated 08-11-08 and last revised on MAY 10, 2013, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of name change, other than sales of assets. B. TESTS (Submitted under file # 09-0128.07) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 b) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated 01/26/09 and FTL 5656 (FTL08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 08/20/12, signed & sealed by Javad Ahmad, P.E. 2. Anchor calculations and structural analysis per FBC 2007, prepared by Al-Farooq Corporation, dated 10/09/08, signed and sealed by late Dr. Humayuon Farooq, P.E. (Submitted under file # 09-0128.07) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01-26-09 per ASTM A-370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. (Submitted under file # 09-0128.07) F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/07/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter dated June 24, 2013 issued by Unlimited Security Door, LLC of legal name change and requesting NOA to be issued to new name and existing NOA # 09-0128.07 (NAS Unlimited Doors, LLC) to be rescinded. 3. Statement letter dated Jan 14, 2013 of NAS Unlimited Door, LLC transformed to Unlimited Security Doors, LLC, signed by Sergio Mattig, MGRM, NAS unlimited. 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-0128.07 (Former NAS Unlimited Doors, LLC), expiring on 07/22/14. 2. Test proposal # 07-3338, 07-3338 R and 07-0333811-1, dated 06/05/08, approved by BCCO. 3. Distribution agreement dated 04/11/13 between Unlimited Security Doors, LLC (USA distributor) and the Zhejiang Doors, China (manufacturer), signed by Maylin Matting and Xu Xian Bo on behalf of respective companies. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0114.09 Expiration Date: July 22, 2014 Approval Date: July 24, 2013 E-1 40 FRAdME � � M 1 �V WAD & UL ANCHORS OWED ON ON AT STLE E 1 Waal OR jfr A V= oR to' MAX A `(s) u sOPTIONAL o c F e§MMK 8� g h D 01 Q; �gpao yy� 8 J a �m ygz4 Q SEE, SEE 6 FOR (s) I� IWIID<i5 H ran (s) mm OPTIONS ]L 1/7- MM 36 1/2- MAK j» .t LEAF WOTM LEAF WIDTH C O (X) (XX) MAXIMUM DESIGN LOAD RATING = + MO PW N. I Oi14- 4 c R S]iRIE.S HI—TECH OUTSWWG ENTRANCE DOORS (Fm mzts m111Mp oq mMum — 80A PSF ,gqp i jrj014 (' OR DECORATIVE WOOD VENEER DOORS � CME) �� OR WPl'H DECORATIVE STEEL SURFACE Aq--p—n4riCglV.eT DOORS ARE APPROVED FOR INSTALLATIONS WHERE SOREN REOUMOMOS 70 BE REVIEWED Ry SMWM CFFTCAL WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRO= HAS BEEN DESIGNED AND TESTED 70 COMPLY INTH Tiff W E REOJIRENFNTS OF THE FLORIDA MADDIG CODE DICIMING HCH VELOIM HURRICANE ZONE (FIVHZ). THESE WORE ARE RATED FOR LARGE $ SMALL MISSILE @!PICT. o WOOD BUCKS or OTTERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHURERS ARE NOT REQUIRED. Ra LOADS TO THE STRUCRIRE T Q ANCHORS SMALL HE AS MO. SPACED AS SMOUN ON =-" ANCHORS Olw: cm ,L EMBLaMEHT 7o BASE MA70M SHALL BE BEYOND WALL DRESSING OR SRICCO. B S ANCHORING LOADING APPROVAL NOT SHORN O THESE DETAILS AMNO' PART OF THIS A LOAD OURAIION INCREASE IS USED IN CUM OF ANCHORS INTO WOOD ONLY. 0 MATERIALS 04CLUDM BUT NOT LOOED 70 /PETAL SCREWS, THAT COME INTO CONTACT WITH OINLR 06AIOIAR MATEILALS SHAD. MEET THE 1 0 'M WOS-73 fEQIWRAENi3 OF THE FLORIDA BLOC CODE SECTION 700.7.8.4. LUT sheet 1 of 7 1 pl IP NI � h dl C Ip \ pt Ip E \ ui t b I p tlJ jl \ Ili XI Ij I on� 111 I Irl}.=c {Ill}v III/_ I q m tll q 2n dttcc8t=cit' AlT4E C Ip \ pt Ip E \ ui t b I p tlJ 111 I III/_ I A17NE � �� HTACIIYE 40 1/4' W 7r WX 4,U r,u,¢ RmTR rwa[ WWW mm a St ANCH es Z mm onON AYWU DW a000 on m At � OR m.uED , aomm At 'Zf (a) ra r mc. G ail D 1 """.ir � " \ "� a 7i Ct tr:_ �n \\ p� p,�� n, ,q 1" QUI SZ�1� xx yy yy n'p i "" iii a hf lleeRV1I n i i o 1 / AC(M � ` m11CINE � ow pg aj SDi 947.7 8 Bt ] SEE SHEET s i0R (4) HAmE OPTIONS 666$ FOR (4) NQi� OPIBD6 1/F y ti$ �+ :Z) " LFAF 1rRIIN IFAF W1O1H (X) (XX) MAMMUM DESIGN LOAD RATING =+ 70.0 PSF WSW � gR LWM M pmt SYPIIER —80.0 PSF � w� 14.07 DOORS WOR DECORATNE STEEL. SURFACE Em4S5 REmum4T115 TO M REVENEO W mmDn16 mF":Yu. "4 cm t4 08 3 WOS-73 �,eet a 7 N d , ii, � h n w 4v St.c3'Lc_jl' ACTxE w p tOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNLOOTEI NST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM NO TRANSFER THEM TO THE SMNO STRUCTURE. PYPICAL ANCHORS: sEE ELEV. FOR SPACOR /a' DIA. ULTRACON B't 'ELCO' (F-177 IM F2 -IM KM) NTO 2BY WOOD BUCKS OR WOOD STRUCTURES -1/Y MIN. PENETRATION INTO WOOD WW toy BUGWS INTO CONC. OR MASONRY -I/4' AIN. EMBED INTO CONC. OR MASONRY )IRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED IMO CONC. OR MASONRY 116 SMS OR SELF ORILUNG SCREWS (GRADE 2 am) NTO MWMI-DADE COUNTY APPROVED MUWONS (MIN. TW < 1/87 NTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI ION.) UUMBNUM : 1/8• TM MIN. (6063-T5 MN.) STEEL N CONTACT WITH AI.OMNUM M BE PLATED OR PANTED) NTO CONCRETE AND MASONRY - 2-1/2• MIN. NTO WOOD STRUCTURE - 1' MN. NTO METAL STRUCTURE - 3/4' MN. CRETE AT HEAD. SILL OR .LUSS re . 3000 PSI MDL :-BO HOLLON/FILLED MM AT JAM rm - 2000 PSI MN. DECDttATiVE STEEL. SURFACE SIM TO BE SIAINIESS OR PAWO OARNN On 0 2013 n00WTkeYOW) uspy4{w1uHe RaMa GZy LYi IaD14a 2 F g n cy 0.5 'l'i 1.61110 Of." — W08-73 3/B' rax. 3/e' rax. sHRI • • n000 R G _....____._. ; g oaf 7 t o EXTERIOR 33 i/r mac SEE E". '_•_•___�__-'$ FOR WP �IFAFA.DIII — — a t/r trarx arwBRs FRPItEamnl � M". SINGLE hU DOOAS WITR DOOR LEAF 1917'R WOOD COVER ��n FOR svxmo §3 WOOD COCHANNEL IACATIOM1IS (IW/I b o 3/ir s rNL 1/s' Iu1L W 3 `,r SNS 5101 SPACE CC fJ 9Y Jv� tlWW ftiLtit TYPICAL AIICNORS. 310lCIIL4E O FOR SPaO10 {G�¢kgI pM%iE%r �� e II SEE ELEV. 10 EXTERIOR $ 35 1/2. rax. B.R-/e X 33-1/2' WOW BOCK IFAF BOTR OM DAIMM N EVAN= FOM AO 1/r rax. OR SMX= FRAYS TIM T ^ SINGLE (zJ DOORS WITH EBr"IM A'R'aB cra DECORATIVE SFR SU FACF McuPE # 7m 2013 W08-73 sheet 4 01 7 02M 1 W08-7 ►l OTMON Al —#I PABA / 1 REQD. ID�'I40R aCTM' LEAF 1 WAS -102 I FiWQ IPSO y7�L �L F010®. WL 2 WS -102 1 FZW MAO STEEL ROLL F010®. M MILT PDOVf TOCK IOR K MO NOG® ON E h - 360 R51 LOMUTUR ON MIERAR' FROM OPERATED ON EXIERtOR 7A WlS-2o2 1 MI. FFYR sOL slm ROLL FpblEp. 10q, ry v 50,0 Im Z IACAIED AT 37-1/4' FROM 80ML10-24 / / \ 3FASTINAS-101 i FRAVE JAY" STEEL POLL FORMED. ley F7 - 38A M 0 �eI METALU D ro LF/6 TRAP (8) TR TKAM48 x CPEI1r FN N8 / / \ 3A NAS -303 1 ALT. FRAIe JM® STEEL ROLL FORMED. let FY - 360 IM g 1 ON BOO HEAD m.- 1/4' FROM BOTTO oPERArme � � \\ 38 - 1 ALT. P AIE JAL® Sim ROLL FURIMM, FOR. FF - 58D KSI 6 ON A4TEWOR AT �-,/4' FR011 BmimR 3C NAS -204 , Av. ERNE .M101 STEEL ROLL FmtlRp. lei, FASTENEO TO LEAF ROM (8) #10-24 X 1/2' FM 16 / / \ h . 38.0 xsI 4 - i TOP RA2. a1A7as1 (FILL IIIORI�) SEEL 10-3/,8' IAM, ST. STEEL STROKE KATE FACING M - I ALT. TOP M aweREL (RLL {ENGM) SIEFL p' O FASO BOLT LOCK AT 19• FROM AT BOTTOM 8 _ I TOP RAL COMER (FULL LENORQ STEEL FASTENED, BIT11 (s) 5/16• RNEIS \\ \\ / 8 - 1 I�I m amL ##MODEST (ML LENGTH) $TEFL Q'Q M - 7 - 1 8017011 RAO. W/Fp (FULL LENOM) $LEEK, - 0 1. < COMEALED FLUS/ BOL15 AT 4' AND \ \ / 7A - 1 ALT. Mm RAO, COMER co 77-1/Y FROM MM AC1NE ACTNE LVMSIYE (F,L1 LJDMH) STEEL - � S FASTENED TON (2) 3/1C RIM& 8 - 1 FORCE STILE COVEN SfFEL _ GQ O - 1 LACX SIZE COVER STEM _ M. 3 OPTION T2 10 NAS -110 AS RWLL LEAF EXTERIOR A, WEERKIR SHEET SRFL IBL TIOL ..028'. Me. Fj -360 XSI d LEAP 11 AS RM HONEYCM PAPER Om0AT10N t• M= PONT LOCK SISTER BON THUMB Ttm 12OPERATOR ON MGM MLS -212 f YULB POW LOCA KET OPEW.IED EKIEeDR 121 NAS-I13 1 IALIt SHOE PISTE C LOCATED AT 38 -1/2 -FRIM BOTTOM, - - y FAS"M TO LEAF BIM (4) #10-32 X S/e' FN YS NAS -,14 AS ROOM LOCK IWIlXE NAS -327 4/ LOT BUR IBOLS-.COS' TML STEM iA METALLIC OFAO BOLT LOQ( BOX 7HiWB OPERATOR NAS -227 4 LL' ON OOEFM AT 3C FROM WTMU / LEAF CMCFAyLO IORpFb-.13C 1HX. STEEL - oo FASTEFIED ro LEAF mnF (8) /10-24 X 1/Y M M5 NR3-118 FLLmi mn10-SLIM• WTO S7. STEEL STROE PATE FACOO NAS -,19 AS REOA RGIE EXIERO]R BS/RIDPQO EpDIL fewMAD WJ LOCK AT 39' FROM BDFIDM NAS -12O AS REOM FRA E MfEWOR YSNffPM EPOM FASIEfiFD BON (8) s/18' RMl4 Nl5-121. AS REDO. JAL® EXTERIOR B'SMO'gMi EM BENwam NAS -12D AS RECO. NE11D/SOL/JAMB effM PLATE STEEL AW x 3-7/8' x FILL LENGTH W F CONCEALED RUSH BMTS AT 4' AND 23 NAS -128 AS its—M7 JNIB SIGM STRAP STEM 77-1/2' FROM BOTTOM 24 NAS -138 AS RM I=WWK UMMI G MOD S.G. v 0.45 LGN. CasEF1Ep NOM (2) 3/I6' RNE1S 25 - AS IEOR flE000�'A diAMOLS STEEL �3 .. 28 1 AS RECD. I IAAF M$IWPPNO LSIFL _ 4 a/IB- YS (4) PER IORGE tp J'12 )TINGES. EI ow TMC ley 9P_FON IIS YYY 138' 1MC X 2-3/4- LONG WIAOC TBO PACE CONCEALED Iei6E3, 4 PER LEAF i0R ORALE NT. UPW OY o m 8 m 11 PER X 5/8- FH MS 5 PER IAAF FOR F=Mr M. ABOVE Or A: WTO KOC rAW=kW4W Eli 5/8' SEE. POT `tv".Mr.09OFR.K6 SUMD ro A BREL CRAM `,� (�o�r� 8 MELDED ro ORALE -38 EB-rlOmr mc. na. May Eo P: JNNO AMMO Q YYS GMO giy CIPTION ft 5' IOW SUMSCE MOtW7 TW PIECE BUR RoMFLA,I � EAC" FASTEPED ro Wet yLEAF AND a •n I I u°Fi 7sa E 4 PER LEA FM FR X S/B' Rf IB (b) PER RASP. 4 PER LEAP FOR FRAME NT. IH 18]` �eYlt S PER LEAF FOR ERNE W. ABOVE 83' R Ie10 700' AME LEAF FLUSH ypl O T / I W08-73 4100 xro 2Jte Jn4 2251 9,2 n FRAME HEAD FRAME SRL ,.987 ,183 ma 2..� 175 a iu ALT. FRAME SRL z99s U-4 912 040,m64m0 4.4.000 174 2.188 41m 'N1.250781975.074 1115 Imo .450 s FRAME JAMB 3946 fi ® 2100 t 1 1 1 5'088 ® ® 1 1 ® ® v ti .095 107 2 PIECE BUTT HINGE ALT. FRAME JAMB 1 (32, ALT. FRAME JAMB I n ALT. FRAME JAMB Sf7 LATAE CONCEALED NINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF F1,1212.327 .a7z �l� U 13s 93s Z TOP RAIL CHANNEL u ALT. TOP RAI. CHANNEL C �� Co $ n 912 13s 29zo a TOP RAIL COVER age O i a o odg� 14 m 2.22-1Q d m F F .aSs .s7a 6 BOTTOM RAA CHANNEL g 2-M 'm 993 8 yy < rc{n�W 312 Js99 �+ N m z BOTTOM RAI. COVER 7n ALT. BOTTOM RAL COVER .312 -1974 4 �� I n 2.852 A7S 2952 .430 1 HINGE STILE COVER (9) LOCK STILE COVER ;cravm9 WO$ -73